GSUH Traffic Study by catholichealthLI

Traffic Impact Study

Good Samaritan Hospital Medical Center – Proposed Patient Care Pavilion West Islip, New York PREPARED FOR

Catholic Health Services of Long Island 992 North Village Avenue Rockville Centre, New York 11570 PREPARED BY

VHB Engineering, Surveying, Landscape Architecture, and Geology P.C. 100 Motor Parkway, Suite 350 Hauppauge, NY 11788 631.787.3400 Revised March 2021

Table of Contents Introduction ................................................................................................................................................. 1 Project Description ...................................................................................................................................................................... 2 Study Methodology .................................................................................................................................................................... 5 Existing Conditions ...................................................................................................................................... 7 Roadway and Intersection Conditions ................................................................................................................................. 7 Principal Roadways in the Study ............................................................................................................................................ 7 Montauk Highway (NY 27A) ........................................................................................................................................ 7 Snedecor Avenue ............................................................................................................................................................. 8 Pat Drive .............................................................................................................................................................................. 8 Beach Drive ........................................................................................................................................................................ 8 Pease Lane .......................................................................................................................................................................... 8 Keith Lane ........................................................................................................................................................................... 8 Secatogue Lane ................................................................................................................................................................ 9 Wagstaff Lane ................................................................................................................................................................... 9 Barberry Road ................................................................................................................................................................... 9 Gate Lane ............................................................................................................................................................................ 9 Nearby Land Uses ........................................................................................................................................................................ 9 Study Area Intersections ........................................................................................................................................................ 10 Montauk Highway at Snedecor Avenue/Pat Drive .......................................................................................... 12 Montauk Highway at Beach Drive/Pease Lane ................................................................................................. 13 Montauk Highway at Hospital Easterly Driveway/Milligan Lane ............................................................... 14 Montauk Highway at Hospital Westerly Driveway/Keith Lane ................................................................... 15 Montauk Highway at Secatogue Lane ................................................................................................................. 16 Montauk Highway at Wagstaff Lane/Barberry Road ...................................................................................... 17 Existing Operations .................................................................................................................................................................. 18 Loading Dock Operations ...................................................................................................................................................... 19 Existing Traffic Volume Data ................................................................................................................................................. 19 Accident History ........................................................................................................................................................................ 23 Future Conditions ...................................................................................................................................... 31 No-Build Condition .................................................................................................................................................................. 31 Other Planned Developments ................................................................................................................................. 31 Background Traffic Growth ....................................................................................................................................... 32 Build Condition .......................................................................................................................................................................... 36 Project-Generated Traffic Volumes ....................................................................................................................... 36 Comparison to ITE Trip Generation Estimates .................................................................................................. 39 Comparison to Existing Trips ................................................................................................................................... 40 Site Access Configuration.......................................................................................................................................... 41 Redistributed Existing Traffic Volumes ................................................................................................................ 41 Trip Distribution and Assignment .......................................................................................................................... 42 Traffic Operations Analysis ....................................................................................................................... 49

Table of Contents

Level of Service and Delay Criteria ..................................................................................................................................... 49 Software ........................................................................................................................................................................................ 50 Level of Service - Typical Analysis ...................................................................................................................................... 50 Signalized Intersection Typical Analysis Results ........................................................................................................... 51 Unsignalized Intersection Analysis results ...................................................................................................................... 58 Mitigation – Signalized Intersection, Typical Analysis ................................................................................................ 59 Level of Service - Summer Analysis ................................................................................................................................... 62 Signalized Intersection Analysis results - Summer ...................................................................................................... 62 Unsignalized Intersection Analysis results - Summer ................................................................................................. 70 Mitigation – Signalized Intersection, Summer Analysis ............................................................................................. 71 Cut-through Traffic Evaluation ................................................................................................................ 74 Gate Lane ..................................................................................................................................................................................... 74 Parking and Circulation ............................................................................................................................ 77 Off-Street Parking ..................................................................................................................................................................... 77 Off-Street Parking Requirements ........................................................................................................................... 78 Off-Street Parking Provided ..................................................................................................................................... 79 Parking Analysis ............................................................................................................................................................ 79 Site Circulation/Parking Management Plan.................................................................................................................... 80 Public Transportation................................................................................................................................ 85 Ambulance Routes..................................................................................................................................... 86 Construction Phasing, Traffic & Parking ................................................................................................. 87 Construction Parking ............................................................................................................................................................... 90 Conclusions ................................................................................................................................................ 93

Table of Contents

List of Tables Table No.

Description

Page

Table 1 - Accident Data Summary ............................................................................................................... 24 Table 2 – Forecast Peak Hour New Patient/Visitor Entering Trips ............................................................. 37 Table 3 – New Patient/Visitor Trips ............................................................................................................ 37 Table 4 – New Staff Trips ............................................................................................................................ 38 Table 5 – Peak Hour Trip Generation.......................................................................................................... 38 Table 6 – ITE Trip Generation Estimates ..................................................................................................... 39 Table 7 – Trip Generation Comparison ITE vs Empirical Data..................................................................... 40 Table 8 – Existing Hospital Trip Generation Comparison ........................................................................... 40 Table 9 - LOS Summary – Signalized Intersections – Typical Weekday AM Peak Hour .............................. 52 Table 9 - LOS Summary – Signalized Intersections – Typical Weekday AM Peak Hour – Continued ......... 53 Table 10 - LOS Summary – Signalized Intersections – Typical Weekday PM Peak Hour ............................ 54 Table 10 - LOS Summary – Signalized Intersections – Typical Weekday PM Peak Hour – Continued........ 55 Table 11- LOS Summary – Signalized Intersections – Typical Saturday Midday Peak Hour ....................... 56 Table 11 - LOS Summary – Signalized Intersections – Typical Saturday Midday Peak Hour – Continued.. 57 Table 12 - LOS Summary – Unsignalized Intersection – Typical Weekday AM Peak Hour ......................... 58 Table 13 - LOS Summary – Unsignalized Intersection – Typical Weekday PM Peak Hour ......................... 58 Table 14 - LOS Summary – Unsignalized Intersection – Typical Saturday Midday Peak Hour ................... 58 Table 15- LOS Summary – Signalized Intersections – Typical Weekday AM Peak Hour with Mitigation ... 60 Table 15 - LOS Summary – Signalized Intersections – Typical Weekday AM Peak Hour with Mitigation – Continued ................................................................................................................. 61 Table 16 - LOS Summary – Signalized Intersections – Summer Weekday AM Peak Hour.......................... 64 Table 16 - LOS Summary – Signalized Intersections – Summer Weekday AM Peak Hour – Continued ..... 65 Table 17 – LOS Summary – Signalized Intersections – Summer Weekday PM Peak Hour ......................... 66 Table 17 - LOS Summary – Signalized Intersections – Summer Weekday PM Peak Hour – Continued ..... 67 Table 18- LOS Summary – Signalized Intersections – Summer Saturday Midday Peak Hour ..................... 68 Table 18 - LOS Summary – Signalized Intersections – Summer Saturday Midday Peak Hour – Continued 69 Table 19 - LOS Summary – Unsignalized Intersection – Summer Weekday AM Peak Hour ...................... 70 Table 20 - LOS Summary – Unsignalized Intersection – Summer Weekday PM Peak Hour ....................... 70 Table 21 - LOS Summary – Unsignalized Intersection – Summer Saturday Midday Peak Hour ................. 70 Table 22- LOS Summary – Signalized Intersections – Summer Weekday PM Peak Hour with Mitigation . 72 Table 22- LOS Summary – Signalized Intersections – Summer Weekday PM Peak Hour with Mitigation – Continued ................................................................................................................. 73 Table 23 – Traffic Exiting Gate Lane ............................................................................................................ 75 Table 24 – Traffic Entering Gate Lane ......................................................................................................... 75

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Table of Contents

List of Figures Figure No.

Description

Page

Figure 1 - Project Location Map .................................................................................................................... 4 Figure 2 - Study Intersections ..................................................................................................................... 11 Figure 3 - Existing Peak Hour Traffic Volumes ............................................................................................ 21 Figure 4 - Existing Peak Hour Traffic Volumes Summer .............................................................................. 22 Figure 5 - Other Planned Developments Traffic Volumes .......................................................................... 33 Figure 6 - No-Build Peak Hour Traffic Volumes........................................................................................... 34 Figure 7 - No-Build Peak Hour Traffic Volumes Summer ............................................................................ 35 Figure 8 – Redistributed Existing Traffic - Typical ....................................................................................... 43 Figure 9 – Redistributed Existing Traffic - Summer..................................................................................... 44 Figure 10 – Project Trip Distribution – Patient/Visitor, Prof. Staff, General Staff ...................................... 45 Figure 11 – Site Generated Peak Hour Traffic Volumes.............................................................................. 46 Figure 12 – Build Peak Hour Traffic Volumes Typical ................................................................................. 47 Figure 13 – Build Peak Hour Traffic Volumes Summer ............................................................................... 48 Figure 14 – Existing Parking Areas .............................................................................................................. 81 Figure 15 – Proposed Parking Allocation Map ............................................................................................ 82

List of Appendices Appendix No.

Description

Appendix A Appendix B Appendix C Appendix D Appendix E Appendix F Appendix G Appendix H

Traffic Volume Count Data Accident Summary Data Level of Service Definitions Synchro Level of Service Analysis Reports Parking Observation Data Project Site Plans Traffic Signal Timing Sheets Maintenance and Protection of Traffic Plans

Table of Contents

1 Introduction This study summarizes the comprehensive evaluation of the potential traffic and parking impacts associated with the construction of a Patient Care Pavilion on the existing Good Samaritan Hospital Medical Center campus in West Islip, New York. The purpose of this study is to determine if there are any significant traffic impacts due to the proposed project and to evaluate the off-street parking provided and propose mitigation measures, if required. This study summarizes the data collection process, traffic analysis procedures, and study conclusions and presents the findings of the traffic study. Based on the results of the study, more completely described herein, it has been concluded that the proposed action will not have a significant impact on the study intersections or roadway network provided that the recommended mitigation measures are implemented. In addition, it has been concluded that the off-street parking provided will be adequate to accommodate the anticipated parking demand.

Introduction

Project Description Good Samaritan Hospital Medical Center (GSHMC) is located within the hamlet of West Islip, within the Town of Islip, and consists of approximately 48.48± acres. The Main Hospital parcel is generally bounded by Montauk Highway to the north, Beach Drive to the east and a site access road to the west. The southern limits of the site extend to the Great South Bay. The proposed action consists of a building addition, to be known as the Patient Care Pavilion (PCP), a 300,104±-square-foot (SF), six-story building which would be connected to the north-end of the existing hospital adjacent to the Adult and Pediatric Trauma Center building within areas of existing parking within the northeast portion of the subject property. The proposed development would consist of the following: 

A 75-treatment room Emergency Department (ED) which replaces 48 existing ED treatment rooms;

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A new 16-operating room (OR) surgical suite and new surgical platform (including general and hybrid ORs), which replaces the 12 existing operating rooms;

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New preparation and recovery areas with support space;

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A new 36-bed private-room inpatient floor;

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Shell space for two future, private-room inpatient floors (36 beds can be accommodated on each shelled floor – 72 total beds); and

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A Central Sterile Supply and Processing Department

It should be noted that this project is not increasing the number of licensed hospital beds. This project is converting two-bed inpatient rooms to private inpatient rooms. Therefore, the number of licensed hospital beds will remain at 437 beds after the completion of the project. It should be further noted that the 437 licensed beds provided is consistent with the number of licensed beds that is mandated by the New York State Department of Health. The proposed improvements would also include reconfiguration of the Adult and Pediatric Trauma Center driveway drop-off and pick-up area at the north side of the existing hospital building, adjacent to the proposed PCP. The main entrance to the Adult and Pediatric Trauma Center would also be modified with a new entrance canopy, enhanced landscaping and site circulation improvements. Improvements to the rear Baxter building drop-off loop are also proposed as part of this project. The improvements to the rear entrance drop-off included modifying the existing traffic circle to provide for an additional 6 curbside queuing spaces. These spaces will be needed when the northerly Adult and Pediatric Trauma Center entrance is closed when the PCP is being constructed and traffic is redirected to utilize the rear entrance to the hospital.

Introduction

As indicated above, some existing parking (i.e., at the northeast corner of the hospital building) would be displaced by the proposed PCP. Various parking reconfigurations and expansions are proposed throughout the site, which together would result in a net increase of 20 stalls on the overall campus (i.e., 2,015 existing stalls to 2,035 proposed stalls). To achieve this, the site’s parking areas would be reconfigured, and the southern employee parking lot would be expanded. Upon implementation of the proposed action, ample parking is expected to be available on the hospital campus to accommodate the parking needs of hospital visitors, physicians and staff. Modifications to the site’s access along Beach Drive are also proposed and include the opening of two curb cuts and the closure of one curb cut. The new curb cuts will provide access for a new one-way ambulance loop alongside the new Emergency Department. The existing visitor lot egress curb cut located approximately 100 feet north of Gate Lane would be closed and all traffic exiting the campus would use the Montauk Highway driveways. The existing access points along Montauk Highway would generally be maintained with only minor modifications proposed. The existing signalized westerly driveway on Montauk Highway would be reconfigured and restriped to provide a single entrance lane and two exit lanes (i.e., left/through [to Keith Lane] and a right turn lane). The vehicle storage at the site access northbound exit approach at this location would also be increased to accommodate the additional demands associated with the project. The pedestrian signals, pushbuttons and curb ramps at this access would be reconstructed to comply with current standards. The easterly site access along Montauk Highway would remain at its current location. The access would be restriped to permit exiting right-turns only and the curb ramps on either side of it would be reconstructed to conform to current ADA guidelines. Other internal site circulation improvements are also proposed to allow circulation among the existing and proposed parking areas and to accommodate parking management strategies among users. The project location is shown in Figure 1 and the proposed improvements are depicted on the Overall Site Plan found in Appendix F.

Introduction

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Project Location Map Good Samaritan Hospital West Islip, New York

Figure 1

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Study Methodology The following describes the methodology used in this traffic study:

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The Overall Site Plan and related project documents were reviewed to obtain an understanding of the project scope and layout.

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A review was made of the adjacent roadway system and the key intersections that might be significantly impacted by the proposed project were identified.

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Field inventories were made to observe the number and direction of travel lanes at the key intersections.

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Turning movement counts for the typical weekday commuter peak and Saturday midday peak analysis, were collected using Miovision cameras at the key intersections during the a.m. peak period and p.m. peak period on a typical weekday, and during the midday period on a Saturday in September 2019 to capture typical traffic volumes within the study area.

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2019 summertime traffic volumes were developed using a combination of automatic traffic recorder data, turning movement counts and VHB’s latest technology-driven innovation application (Intersect) which is discussed, in detail, in the Existing Traffic Volume Data section of this report.

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The most recent 3 years of accident data in the vicinity of the project site were obtained from the New York State Department of Transportation (NYSDOT) records. The data were reviewed, tabulated and summarized for the study intersections and segments of roadway between them.

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The existing traffic volumes at the key intersections collected in 2019 for the typical weekday and Saturday capacity analysis were expanded to the future No-Build year 2024.

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The 2019 summertime traffic volumes developed using the Intersect application were expanded to the future No-Build year 2024.

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A portion of existing traffic was redistributed to account for proposed changes to site access driveways.

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The traffic generated by the proposed development was projected utilizing statistical data provided by hospital administrators. The site-generated traffic volumes were then distributed along the adjacent roadway network and were added to the No-Build traffic volumes to produce the proposed Build traffic volumes.

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A typical intersection capacity analyses were performed at the key intersections for the 2019 Existing, 2024 No-Build and 2024 future Build conditions, and the results were compared to assess any significant traffic impacts due to the proposed project.

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Summertime intersection capacity analyses were performed at the key intersections for the 2019 Existing, 2024 No-Build and 2024 future Build

Introduction

conditions, and the results were compared to assess any significant traffic impacts due to the proposed project.

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The adequacy of the hospital campus off-street parking provided was evaluated to ensure hospital-related parking would not overflow onto the surrounding neighborhood streets upon completion of the project.

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The site’s access and internal circulation was reviewed.

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Public transportation options were studied.

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A quantitative analysis was performed to evaluate cut-through traffic utilizing Gate Lane associated with the GSHMC.

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Construction-related impacts were qualitatively evaluated.

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The need for traffic mitigation measures was evaluated.

Introduction

2 Existing Conditions Evaluation of the transportation impacts associated with the proposed project requires a thorough understanding of the current transportation system in the project study area. Existing transportation conditions include roadway geometry, traffic control devices, peak hour traffic volumes, roadway operating characteristics, and parking availability. An inventory of available information on local roadways and traffic control in the vicinity of the project site was compiled. The following sections present a summary of this information.

Roadway and Intersection Conditions The principal roadways and intersections in the project area are described below. The descriptions of the roadways and key intersections include the geometric conditions and traffic control characteristics.

Principal Roadways in the Study Montauk Highway (NY 27A) Montauk Highway, designated as New York State Route 27A, is a major east-west arterial roadway under the jurisdiction of the New York State Department of Transportation (NYSDOT). Within the study area, Montauk Highway runs along the north side of the project site and provides one travel lane in each direction with additional turn lanes at key intersections. Within the study area, the posted speed limit is 35 miles per hour (mph). On-street parking is not permitted on either side of

Existing Conditions

Montauk Highway in front of the project site. According to 2016 traffic volumes counts obtained from NYSDOT Traffic Data Viewer, the combined two-way Average Annual Daily Traffic (AADT) on the segment of Montauk Highway between Route 231 and Robert Moses Causeway is approximately 20,510 vehicles per day (vpd).

Snedecor Avenue Snedecor Avenue is a local Town of Islip roadway that runs south from Montauk Highway and Pat Drive to Anchorage Drive. It provides access to two elementary schools on the east side of the roadway and a residential neighborhood south of Montauk Highway. It provides one travel lane in each direction. The speed limit is 30 mph, but a section of the roadway comes under a school speed zone with a speed limit of 20 mph from 7:00 a.m. to 6:00 p.m. on school days.

Pat Drive Pat Drive is a local Town of Islip roadway that runs north from Montauk Highway and Snedecor Avenue to Union Boulevard (CR 50). It provides access to a residential neighborhood north of Montauk Highway. It provides one travel lane in each direction and the speed limit on Pat Drive is 30 mph.

Beach Drive Beach Drive is a local Town of Islip roadway that runs south from Montauk Highway and Pease Lane to the Great South Bay. It provides access to the Good Samaritan Hospital Medical Center and Our Lady of Consolation Nursing and Rehab center on the west side, St. John the Baptist Diocesan High School and athletic fields on the east side and the West Islip Town Beach and Marina Park at its southern terminus. It provides one travel lane in each direction and the speed limit is 30 mph.

Pease Lane Pease Lane is a local Town of Islip roadway that runs north from Montauk Highway and Beach Drive to Union Boulevard (CR 50). It provides access to the residential neighborhood on the north side of Montauk Highway. It provides one travel lane in each direction and has a posted speed limit of 30 mph.

Keith Lane Keith Lane is a local Town of Islip roadway that runs north from Montauk Highway and Hospital Westerly Driveway to Union Boulevard (CR 50). It provides access to the residential neighborhood north of Montauk Highway. It provides one travel lane in each direction with a speed limit of 30 mph.

Existing Conditions

Secatogue Lane Secatogue Lane is a local Town of Islip roadway that runs south from Montauk Highway to Bay 5th Street. It provides access to a residential neighborhood south of Montauk Highway. It provides one travel lane in each direction and has a posted speed limit of 30 mph.

Wagstaff Lane Wagstaff Lane is a local Town of Islip roadway that runs south from Montauk Highway to Wampum Lane. It provides access to a residential neighborhood south of Montauk Highway. It provides one travel lane in each direction and has a posted speed limit of 30 mph. It should be noted that westbound left turns from Montauk Highway to Wagstaff Lane are not permitted.

Barberry Road Barberry Road is a local Town of Islip roadway that runs north from Montauk Highway to Iris Place and the gated rear access to West Islip High School. It further provides access to a residential neighborhood north of Montauk Highway. It provides one travel lane in each direction with a speed limit of 30 mph. The only exception to this is in proximity to its northerly terminus where there is a school speed zone with a posted speed limit of 20 mph.

Gate Lane Gate Lane is a local Town of Islip roadway that runs east from Beach Drive and the GSHMC Beach Drive access to Driftwood Lane, which further provides connections to Snedecor Avenue. Gate Lane also provides access to a residential neighborhood east of the GSHMC. It further provides one travel lane in each direction and has a speed limit of 30 mph. It should be noted that eastbound right turns from the GSHMC driveway along Beach Drive north of Gate Lane are not permitted to reduce potential cut-through traffic that would use Gate Lane to ultimately access Montauk Highway.

Nearby Land Uses The GSHMC is surrounded by various land uses including residential, commercial, institutional and recreational. Along Montauk Highway, most land uses are commercial with some medical offices also near the hospital. Neighborhoods of single-family homes are located immediately east and west of the hospital property. There is no access from the hospital to local roadways west of the property. To the east, Gate Lane provides connectivity into the easterly neighborhood via Beach Drive. A discussion is provided later in this report related to hospital related traffic utilizing Gate Lane and neighborhood roads as a cut-through.

Existing Conditions

On the east side of Beach Drive opposite the northern portion of the GSHMC is St. John the Baptist Diocesan High School, which sees some overlap of school arrival/dismissal periods with shift changes at the hospital. The southeast section of Beach Drive provides access to recreational facilities such as four baseball fields used by local softball and baseball leagues during Spring/Summer months. The southernmost section of Beach Drive provides access to a Town marina, park and small bay beach which is typically active from Memorial Day (May) to Labor Day (September). On the west side of Beach Drive between the southern staff parking lot and main parking area is Our Lady of Consolation Nursing & Rehabilitative Care Center (OLC) which provides services for adult and geriatric patients, as well as a Cancer Center. This facility is open year-round and does not experience seasonal traffic fluctuations.

Study Area Intersections To determine the potential traffic impacts of the proposed project, the following intersections were identified for analysis under the Existing, No-Build and future Build conditions: Signalized Intersections 

Montauk Highway at Snedecor Avenue/Pat Drive

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Montauk Highway at Beach Drive/Pease Lane

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Montauk Highway at Hospital Westerly Driveway/Keith Lane

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Montauk Highway at Secatogue Lane

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Montauk Highway at Wagstaff Lane/Barberry Road

Unsignalized Intersections 

Montauk Highway at Hospital Easterly Driveway/Milligan Lane

The study intersections are shown on Figure 2. Aerial views of the intersections and descriptions of same are included below.

Existing Conditions

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Study Intersections Good Samaritan Hospital West Islip, New York

Figure 2

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Montauk Highway at Snedecor Avenue/Pat Drive

Montauk Highway at Snedecor Avenue/Pat Drive is a four-legged signalized intersection with northbound and southbound legs slightly offset. The eastbound approach of Montauk Highway provides an exclusive left-turn lane from a center turn-lane, a through lane and a shared through/right-turn lane. The westbound approach provides an exclusive left-turn lane, two through lanes and an exclusive right-turn lane. The northbound and southbound approaches of Snedecor Avenue and Pat Drive provide a single shared left-turn/through/right-turn lane. The intersection is controlled by a multi-phase signal with the following phasing: -

Westbound movement with protected left-turns East-west through movement with permitted left-turns Northbound and southbound movement with permitted left-turns

Existing Conditions

Pease Lane

Montauk Highway at Beach Drive/Pease Lane

Montauk Highway at Beach Drive/Pease Lane is a four-legged signalized intersection with northbound and southbound legs slightly offset. The eastbound approach of Montauk Highway provides an exclusive left-turn lane, a through lane and an exclusive right-turn lane. The westbound approach provides an exclusive left-turn lane and a shared through/right-turn lane. The northbound approach of Beach Drive provides a shared left-turn/through lane and exclusive right-turn lane. The southbound approach of Pease Lane provides a single shared leftturn/through/right-turn lane. The intersection is controlled by a multi-phase signal with the following phasing: -

Westbound movements with overlapping northbound right-turns East-west through movement with permitted left-turns Northbound and southbound movement with permitted left-turns

Existing Conditions

Montauk Highway at Hospital Easterly Driveway/Milligan Lane

Montauk Highway at the Easterly Hospital Driveway/Milligan Lane is a four-legged intersection with stop control on the slightly offset northbound and southbound approaches. The eastbound approach of Montauk Highway provides a shared through/right-turn lane and prohibits left-turns to Milligan Lane. The westbound approach provides an exclusive left-turn lane and a shared through/right-turn lane. The southbound approach of Milligan Lane provides one lane and permits rightturning vehicles only. The northbound approach of Easterly Hospital Driveway provides one lane, permitting left-turn, through and right-turn movements. There are no posted turn restrictions currently on the northbound approach.

Existing Conditions

Montauk Highway at Hospital Westerly Driveway/Keith Lane

Westerly Driveway Montauk Highway at Westerly Hospital Driveway/Keith Lane is a four-legged signalized intersection with northbound and southbound legs offset. The eastbound approach of Montauk Highway provides an exclusive left-turn lane, and a shared through/right-turn lane. The westbound approach provides an exclusive left-turn lane and a shared through/right-turn lane. The northbound approach of Westerly Hospital Driveway provides a shared left-turn/through lane and an exclusive rightturn lane. The southbound approach of Keith Lane provides a single shared leftturn/through/right-turn lane. The intersection is controlled by a two-phase signal with permitted left-turns on all approaches.

Existing Conditions

Montauk Highway at Secatogue Lane

Secatogue Lane Montauk Highway at Secatogue Lane is a three-legged signalized intersection. The eastbound approach of Montauk Highway provides a shared through/right-turn lane. The westbound approach provides an exclusive left-turn lane and a through lane. The northbound approach of Secatogue Lane provides a shared left-turn/rightturn lane. The intersection is controlled by a two-phase signal.

Existing Conditions

Montauk Highway at Wagstaff Lane/Barberry Road

Montauk Highway at Wagstaff Lane/Barberry Road is a four-legged signalized intersection with northbound and southbound legs offset. The eastbound approach of Montauk Highway provides an exclusive left-turn lane, and a shared through/right-turn lane. The westbound approach prohibits left-turns and provides a shared through/right-turn lane. The northbound approach of Wagstaff Road provides a shared left-turn/through/right-turn lane. The southbound approach of Barberry Road provides a left-turn lane and through/right-turn lane. Right-turns on red are restricted on all four approaches. The intersection is controlled by a multiphase signal with the following phasing: -

Eastbound movement with protected left-turns East-west through movements with eastbound permitted left-turns Northbound movements Southbound movements

Existing Conditions

Existing Operations In order to adequately assess existing traffic conditions, it is critical to have a good understanding of existing operations at the campus. In particular, it is very important to understand when staff generally arrive and depart the hospital campus since the majority of the traffic generated by a hospital is typically associated with employee arrivals and departures. To identify when staff generally arrive and depart, hospital shift information was obtained from GSHMC. The hospital has various shifts and they have been grouped into three primary shift designations based on when they occur. The three primary shift designations are the day shift, evening shift and night shift. The detailed employee shift information is further outlined below:

General Shift Times and Primary Shift Designations Staff Shifts

Primary Shift Designation

7:00 a.m. to 3:00 p.m.

Day Shift

7:00 a.m. to 7:00 p.m.

Day Shift

8:00 a.m. to 5:00 p.m. (approx.)

Day Shift

3:00 p.m. to 11:00 p.m.

Evening Shift

7:00 p.m. to 7:00 a.m.

Night Shift

11:00 p.m. to 7:00 a.m.

Night Shift

Based upon information received from GSHMC, and further discussion with hospital administrators, it was noted the 7:00 a.m. to 3:00 p.m. shift is the one which experiences the largest change in staff arrivals and departures. Therefore, our turning movement count periods were adjusted to capture the peak arrival and departure periods associate with this shift. Our traffic observations further capture the arrivals and departures associated with the 8:00 a.m. to 5:00 p.m. shift as this shift would coincide with the peak traffic volumes experienced on the surrounding roadway system. It should be noted that on weekends the amount of hospital staff and support staff is significantly less. Based on our experience working on hospital related projects and our discussions with hospital administrators, staff can be reduced by as much as 50% on a weekend. However, traffic volumes on a weekend can be much different than on a weekday, therefore a Saturday analysis was still conducted. The detailed study time periods are further outlined in the Existing Traffic Volume Data section on the following page.

Existing Conditions

Loading Dock Operations The GSHMC loading dock will remain in its current location, on the east side of the hospital along Beach Drive. Currently the hospital receives the majority of its bulk deliveries at this location. Because the hospital expansion is not anticipating additional beds, the number of daily deliveries will remain generally at current levels and therefore, no potential impacts as a result of loading dock operations are anticipated.

Existing Traffic Volume Data Intersection turning movement counts at the key intersections were collected for the typical weekday commuter conditions with school in session. Peak summertime volumes were also developed using a combination of automatic traffic recorder (ATR) volumes, turning movement counts and VHB’s latest technology-driven innovation application (Intersect). The typical weekday commuter peak traffic data was collected using Miovision cameras on Tuesday, September 10, 2019 during the weekday a.m. and p.m. peak periods, from 6:30 a.m. to 9:00 a.m. and again from 2:30 p.m. to 6:00 p.m., respectively. In addition, intersection turning movement counts were collected at the key intersections on Saturday, September 14, 2019 from 11:00 a.m. to 2:00 p.m. These time periods typically reflect the heaviest traffic flows coinciding with commuter, school and shopping activities, as well as the hospital employee arrivals and departures. To obtain a better understanding of the traffic patterns on the surrounding network, 24-hour continuous traffic volume counts utilizing automatic traffic recorders (ATRs) were also installed over two separate 7-day periods; one beginning on September 11, 2019 and the other beginning on July 23, 2020. The ATRs were installed at the following locations: 

On Montauk Highway, just west of Milligan Lane

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On Beach Drive, just south of Montauk Highway

The purpose of collecting the ATR volume data in July of 2020 was to better understand how the COVID-19 Pandemic may be impacting summertime traffic conditions. A review of the July 2020 volumes, when compared to the September 2019 ATR volume data, revealed that the traffic volumes on Montauk Highway were higher in July of 2020 than in September 2019. Also, the volumes on Beach Drive were lower in July 2020 than in September 2019. This pattern is consistent with historical seasonal traffic volume trends in the area. Therefore, it is concluded that seasonal traffic fluctuations seem to be unaffected by the Pandemic. However, traffic volume levels during the Pandemic are understood to be impacted. Therefore, to provide typical (pre-COVID-19) summer traffic volumes for analysis in this study, 2020 summertime traffic counts collected would require adjustments to normalize them to pre-Pandemic 2019 conditions, as discussed below.

Existing Conditions

Peak summertime traffic volumes were collected on Wednesday, August 12, 2020 during the weekday midday and p.m. peak periods, from 10:00 a.m. to 1:00 p.m. and again from 3:00 p.m. to 6:00 p.m., respectively. Intersection turning movement counts were also collected at the key intersections on Saturday, August 15, 2020 from 2:00 p.m. to 4:00 p.m. These time periods were selected based on a review of the summertime July 2020 ATR volume data which identified times of the heaviest traffic flows within the study network. The August 2020 turning movement counts described above underwent a verification and normalization process using advanced technologies. VHB’s latest technology-driven innovation application (Intersect) leverages big data in order to identify traffic conditions prior to the Pandemic. Using the September 2019 and August 2020 turning movement counts, VHB conducted a verification process to adjust the August 2020 volumes by individual movement to reflect 2019 PrePandemic summertime traffic conditions. VHB applied volume adjustment factors through the use of Inrix cell phone probe data via this system. Pre-Pandemic (June-August 2019) probe data was extracted from the database for the weekday a.m., p.m. and Saturday time periods. Utilizing this data, VHB developed volume factors to adjust the August 2020 turning movements counts to the Pre-Pandemic 2019 summertime turning movement counts. These turning movement counts could then be utilized for purposes of conducting a Summertime analysis. Detailed summaries of the July 2019 and August 2020 turning movement counts, and the adjusted August 2020 counts to reflect pre-Pandemic 2019 conditions are provided in Appendix A. The aforementioned ATR volume data for July of 2020 and September of 2019 can also be found in Appendix A. Additionally, turning movement counts for the non-study intersections of Beach Drive and Emergency Department Exit, and Beach Drive and the North Hospital Driveway are also included in Appendix A. These counts were utilized to better understand traffic patterns associated with motorists entering and exiting the hospital campus. The existing September 2019 peak hour traffic volumes for the weekday a.m., weekday p.m., and Saturday midday peak hours are shown in Figure 3 and the existing summertime 2019 peak hour traffic volumes derived from VHB’s Intersect program are summarized in Figure 4.

Existing Conditions

1,000

47 775 32 23 589 117

864 26

72 633 8 663 20

29 5 42

12 673 79

16 669 61 7 806 111

3 505 177

23 645 322

208 13 106

25 51 48

8 6 11

65 8 59 15 4 32

Westerly Driveway

Existing Peak Hour Traffic Volumes Good Samaritan Hospital West Islip, New York

25 869 41

166 4 119

Figure 3

11 613 149 36 50 10

689 22

93 763 19

13 21 13 12

15 622 92

12 7 8 757 1,081 800 36 46 36

17 806 180

66 15 13

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

44 622 31

24 465 139

Pat Drive Snedecor Avenue

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24 12 11

54 26 16

Easterly Driveway

69 10 17 21 946 170

126 9 36 170 106 5 19 49 29

93 13 81

Beach Drive

71 891 151

46 702 83

1,000

26 601 48 29 670 39

643 84

59 556 22 712 35

24 36 48 80

12 16 15

46 26 52 56 27 84 39 5 19

Westerly Driveway

Existing Peak Hour Traffic Volumes ‐ Summer Good Samaritan Hospital West Islip, New York

14 808 58 5 606 88

5 610 52 8 607 75

9 676 61

15 687 136

142 1 94

Figure 4

7 752 60 23 26 18

634 39

72 761 15

4 21 2 13

6 610 72

17 15 7 751 1,013 848 40 43 36

13 690 95

73 5 20

67 824 58

86 13 48

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

17 574 66

57 676 36

Pat Drive Snedecor Avenue

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV‐T\tech\26435.03_Traffic Volume Figures xlsx.xlsx

20 3 13

40 13 17

Easterly Driveway

69 13 23 67 7 46 55 3 21

230 203 11 11 134 54

Beach Drive

97 856 117

19 689 53

Accident History Accident data from the NYSDOT Accident Location Information System (ALIS) were requested for the most recent three-year period available. Accident Verbal Description Reports (VDRs) for the period between April 1, 2016 and March 31, 2019 was obtained for the following roadway segment, which contains all study intersections: 

Montauk Highway from Wagstaff Lane/Barberry Road to Snedecor Avenue/Pat Drive

Table 1 on the following pages provides a summary of the most recent history of the intersection accidents, as well as a history of accidents on roadway segments in between. The detailed accident data can be found in Appendix B.

Existing Conditions

Table 1 - Accident Data Summary

Property Damage Only

Non-Reportable

Rear End

Overtaking

Right Angle

Left Turn

Right Turn

Fixed Object

Pedestrian

Bicycle

Parked Vehicle

Backing

Run Off the Road

Other

Unknown

Intersection of Montauk Highway and Wagstaff Lane / Barberry Road

Segment of Montauk Highway between Barberry Road and Willets Lane

Intersection of Montauk Highway and Willets Lane

Segment of Montauk Highway between Willets Lane and Hall Street

Intersection of Montauk Highway and Hall Street

Intersection of Montauk Highway and Secatogue Lane

Segment of Montauk Highway between Secatogue Lane and Everdell Avenue

Intersection of Montauk Highway and Everdell Avenue

Intersection of Montauk Highway and West Bay Drive

Segment of Montauk Highway between West Bay Drive and East Bay Drive

Intersection of Montauk Highway and East Bay Drive

Intersection of Montauk Highway and Keith Lane / Hospital Westerly Driveway

Intersection

Existing Conditions

Total

Injury

Accident Type

Fatality

Accident Severity

Table 1 - Accident Data Summary – Continued

Property Damage Only

Non-Reportable

Rear End

Overtaking

Right Angle

Left Turn

Right Turn

Fixed Object

Pedestrian

Bicycle

Parked Vehicle

Backing

Run Off the Road

Other

Unknown

Segment of Montauk Highway between Keith Lane and Milligan Lane

Intersection of Montauk Highway and Milligan Lane / Hospital Easterly Driveway

Segment of Montauk Highway between Milligan Lane and Pease Lane

Intersection of Montauk Highway and Pease Lane / Beach Drive

Segment of Montauk Highway between Beach Drive and Hellwig Lane

Intersection of Montauk Highway and Hellwig Lane

Segment of Montauk Highway between Hellwig Lane and Snedecor Lane

Intersection of Montauk Highway and Snedecor Lane / Pat Drive

Intersection

Total

Injury

Accident Type

Fatality

Accident Severity

Intersections: At Montauk Highway and Wagstaff Lane/Barberry Road, a total of 5 accidents were reported to have occurred during the study period. There were no fatalities, 1 accident resulted in personal injury, 2 accidents resulted in property-damage only and 2 accidents were classified as non-reportable. The accident types with the highest incident rate were rear-end and overtaking collisions (2 accidents - 40%). At Montauk Highway and Willets Lane, a total of 4 accidents were reported to have occurred during the study period. There were no fatalities, 1 accident resulted

Existing Conditions

in personal injury, 3 accidents resulted in property-damage only and 0 accidents were classified as non-reportable. The accident type with the highest incident rate was rear-end collisions (2 accidents - 50%). At Montauk Highway and Hall Street, a total of 4 accidents were reported to have occurred during the study period. There were no fatalities, 2 accidents resulted in personal injury, 2 accidents resulted in property-damage only and 0 accidents were classified as non-reportable. The accident type with the highest incident rate was rear-end collisions (4 accidents - 100%). At Montauk Highway and Secatogue Lane, a total of 7 accidents were reported to have occurred during the study period. There were no fatalities, 4 accidents resulted in personal injury, 3 accidents resulted in property-damage only and 0 accidents were classified as non-reportable. The accident type with the highest incident rate was rear-end collisions (3 accidents - 43%). At Montauk Highway and Everdell Avenue, one accident was reported to have occurred during the study period. The accident resulted in property-damage only and was classified as a parked vehicle accident. At Montauk Highway and West Bay Drive, a total of 3 accidents were reported to have occurred during the study period. There were no fatalities, 2 accidents resulted in personal injury, 0 accidents resulted in property-damage only and 1 accident was classified as non-reportable. The three accident types were rear-end, fixed-object and parked vehicle collisions, all with one accident per type (33%). At Montauk Highway and East Bay Drive, a total of 13 accidents were reported to have occurred during the study period. There were no fatalities, 6 accidents resulted in personal injury, 5 accidents resulted in property-damage only and 2 accidents were classified as non-reportable. The accident type with the highest incident rate was right-angle collisions (7 accidents – 54%). Due to the high frequency of rightangle accidents at this intersection, this intersection will be reviewed in greater detail in the Detailed Accident Analysis section below. At Montauk Highway and Keith Lane/Hospital Westerly Driveway, a total of 18 accidents were reported to have occurred during the study period. There were no fatalities, 9 accidents resulted in personal injury, 4 accidents resulted in propertydamage only and 5 accidents were classified as non-reportable. The accident type with the highest incident rate was rear-end collisions (11 accidents - 61%). One accident was classified as unknown. Due to the high frequency of rear-end accidents at this intersection, this intersection will be reviewed in greater detail in the Detailed Accident Analysis section below. At Montauk Highway and Milligan Lane/Hospital Easterly Driveway, a total of 3 accidents were reported to have occurred during the study period. There were no fatalities, 1 accident resulted in personal injury, 1 accident resulted in propertydamage only and 1 accident was classified as non-reportable. The accident type with the highest incident rate was rear-end collisions (2 accidents - 67%).

Existing Conditions

At Montauk Highway and Pease Lane/Beach Drive, a total of 30 accidents were reported to have occurred during the study period. There were no fatalities, 11 accidents resulted in personal injury, 9 accidents resulted in property-damage only and 10 accidents were classified as non-reportable. The accident type with the highest incident rate was rear-end collisions (10 accidents - 33%). Two accidents were classified as other/unknown. Due to the high number of accident occurrences at this intersection, this intersection will be reviewed in greater detail in the Detailed Accident Analysis section below. At Montauk Highway and Hellwig Lane, a total of 8 accidents were reported to have occurred during the study period. There were no fatalities, 3 accidents resulted in personal injury, 2 accidents resulted in property-damage only and 3 accidents were classified as non-reportable. The accident types with the highest incident rate were right-angle and parked vehicle collisions (2 accidents - 25% each). At Montauk Highway and Snedecor Lane/Pat Drive, a total of 22 accidents were reported to have occurred during the study period. There were no fatalities, 4 accidents resulted in personal injury, 13 accidents resulted in property-damage only and 5 accidents were classified as non-reportable. The accident types with the highest incident rate were rear-end and overtaking collisions (7 accidents - 32% each). One accident was classified as other. Due to the frequency of rear-end and overtaking accidents this intersection, this intersection will be reviewed in greater detail in the Detailed Accident Analysis section below.

Roadway Segments: On the segment of Montauk Highway between Barberry Road and Willets Lane, 0 accidents were reported to have occurred during the study period. On the segment of Montauk Highway between Willets Lane and Hall Street, a total of 5 accidents were reported to have occurred during the study period. There were no fatalities, 2 accidents resulted in personal injury, 1 accident resulted in property-damage only and 2 accidents were classified as non-reportable. The accident type with the highest incident rate was rear-end collisions (4 accidents 80%). On the segment of Montauk Highway between Secatogue Lane and Everdell Avenue, 0 accidents were reported to have occurred during the study period. On the segment of Montauk Highway between West Bay Drive and East Bay Drive, a total of 2 accidents were reported to have occurred during the study period. There were no fatalities, 1 accident resulted in personal injury, 1 accident resulted in property-damage only and 0 accidents were classified as non-reportable. The accident types with the highest incident rate were rear-end and backing collisions (1 accident - 50% each). On the segment of Montauk Highway between Keith Lane and Milligan Lane, a total of 3 accidents were reported to have occurred during the study period. There

Existing Conditions

were no fatalities, 1 accident resulted in personal injury, 1 accident resulted in property-damage only and 1 accident was classified as non-reportable. The accident type with the highest incident rate was overtaking collisions (2 accidents - 67%). On the segment of Montauk Highway between Milligan Lane and Pease Lane, a total of 6 accidents were reported to have occurred during the study period. There were no fatalities, 2 accidents resulted in personal injury, 0 accidents resulted in property-damage only and 4 accidents were classified as non-reportable. The accident type with the highest incident rate was rear-end collisions (3 accidents 50%). On the segment of Montauk Highway between Beach Drive and Hellwig Lane, 0 accidents were reported to have occurred during the study period. On the segment of Montauk Highway between Snedecor Lane and Pat Drive, a total of 22 accidents were reported to have occurred during the study period. There were no fatalities, 4 accidents resulted in personal injury, 13 accidents resulted in property-damage only and 5 accidents were classified as non-reportable. The accident types with the highest incident rate were rear-end and overtaking collisions (7 accidents - 32%).

Detailed Accident Analysis: Four study locations were identified for further analysis based on the frequency of accidents or a high number of a specific type of accident when compared to other study locations. The additional analysis consisted of calculating accident rates to be compared to statewide averages for similarly configured locations, the investigation of accident trends or patterns and the investigation of any correctible geometric or engineering deficiencies. The detailed accident rate calculations are contained in Appendix B. A summary of our findings are further outlined below: The intersection of Montauk Highway and East Bay Drive experienced 13 accidents during the 3-year study period. The accident rate for this intersection equates to 0.68 accidents per million entering vehicles, which exceeds the statewide average of 0.18 for similarly configured locations. The most prevalent accident type at this location was right angle collisions, with 7 accidents or 54% of total crashes. Most of these accidents involved northbound left-turning vehicles exiting East Bay Drive being struck by eastbound vehicles on Montauk Highway. A review of the contributing factors revealed varying causes, such as driver inattention, failure to yield right of way, passing/lane use improper, glare and view obstructed/limited. The varying contributing factors do not indicate an identifiable pattern. Field observations did not reveal any correctible geometric or engineering deficiencies. To reduce the potential for right angle accidents, the Town may consider prohibiting northbound left-turns from East Bay Drive. The second most prevalent accident type was rear-end collisions, with 4 accidents or 31% of total accidents. This type of accident is common along busy corridors with many signalized intersections such as

Existing Conditions

Montauk Highway and can be attributed to such factors as driver inattention and following too closely. The intersection of Montauk Highway and Keith Lane/Hospital Westerly Driveway experienced 18 accidents during the 3-year study period. The accident rate for this intersection equates to 0.84 accidents per million entering vehicles, which exceeds the statewide average of 0.54 for similarly configured locations. The most prevalent accident type for this location was rear-end collisions, with 11 accidents or 61% of total accidents. Rear-end accidents are common along busy corridors with many signalized intersections such as Montauk Highway and can be attributed to such factors as driver inattention and following too closely. Upon a detailed review of these accidents and the contributing factors identified, no identifiable accident pattern could be identified. All other accident types experienced at this location were minimal, with 2 right-angle collisions and then overtaking, left-turn, pedestrian, parked vehicle and unknown accident types with 1 collision each.

The intersection of Montauk Highway and Snedecor Lane/Pat Drive experienced 22 accidents during the 3-year study period. The accident rate for this intersection equates to 0.98 accidents per million entering vehicles, which exceeds the statewide average of 0.54 for similarly configured locations. The two most prevalent accident types for this location are rear-end and overtaking accidents with 7 accidents each or approximately 32% of total accidents. Upon a detailed review of the accidents at this location no accident trends were identified. The majority of rear-end and overtaking accidents were experienced on Montauk Highway, but some accidents also occurred on Pat Drive and Snedecor Avenue. Apparent factors were also varied, with factors such as driver inexperience, following too closely, passage/lane usage improper, driver inattention, failure to keep right contributing to accidents at this location. Some of the accidents also occurred during inclement weather, citing factors such as pavement slippery and wet pavement, which are uncorrectable conditions.

The intersection of Montauk Highway and Pease Lane/Beach Drive experienced 30 accidents during the 3-year study period. The accident rate for this intersection equates to 1.30 accidents per million entering vehicles, which exceeds the statewide average of 0.54 for similarly configured locations. The most prevalent accident type at this location was rear-end accidents with 10 accidents or 33% or total accidents. The second most prevalent accident type was left-turn accidents with 6 accidents or 20% of total accidents. Rear-end accidents are common along busy corridors with

many signalized intersections such as Montauk Highway and can be attributed to such factors as driver inattention and following too closely. The second most frequent accident type was left-turn accidents. A review of the contributing factors for these accidents revealed driver error, such as failure to yield right of way, traffic control devices disregarded and driver inattention. Also listed were environmental factors such as glare and slippery pavement. Upon a detailed review of this location we did not identify any correctible accident patterns or trends. From an overall perspective, the accidents experienced at this location may be attributed to the

Existing Conditions

various uses generating traffic along Beach Drive such as the Good Samaritan Hospital, Our Lady of Consolation Nursing and Rehabilitative Care Center, St. John the Baptist Diocesan High School, the Town baseball field complex and the marina. All these uses can typically see large fluctuations of traffic during shift change times, school arrival/dismissal and the start/finish of sporting events, which can cause short periods of traffic congestion not experienced during typical peaks. It should be noted, and as will be discussed further herein, changes are proposed to limit vehicular access to the hospital campus on Beach Drive. Such changes will reduce traffic volumes on Beach Drive and at intersection of Montauk Highway and Beach Drive. Therefore, it is anticipated that traffic conditions would improve at these locations and the possibility of accident occurrences at this intersection are not likely to increase as a result of the project. VHB has found that, in general, intersection accident rates on Long Island, including Suffolk County typically exceed statewide average rates. This is likely due to the unique roadway characteristics in the area, and how they differ from roadways in other parts of the state, in particular the “Upstate” region. A more appropriate comparison would be to utilize rates by region; however, such statistical data is not available.

Existing Conditions

3 Future Conditions The analysis of future conditions, without and with the proposed project (“No-Build” and “Build” conditions, respectively), was performed to evaluate the effect of the proposed project on future traffic conditions in the area for both the typical and summertime peak analysis periods. Background traffic volumes in the study area were projected to 2024, reflecting the year when the project is expected to be completed and operational. The No-Build Condition represents the future traffic conditions that can be expected to occur, even if the proposed project is not constructed. The No-Build Condition serves as a comparison to the Build Condition, which represents expected future traffic conditions resulting from both project and non-project generated traffic.

No-Build Condition No-Build traffic volumes include all existing traffic and any new traffic due to background traffic growth and any other significant planned developments in the immediate vicinity of the project site.

Other Planned Developments The Town of Islip’s Department of Planning and Development was contacted for information relating to other planned developments in the vicinity of the site. One other planned development was identified for inclusion in the study and is described below. A proposed Medical Office Building, to be located on the north side of Montauk Highway between Milligan Lane and Pease Lane, consisting of 8,400 SF. Trip generation estimates were prepared using the Institute of Transportation Engineers (ITE), Trip Generation Manual, 10th Edition Land Use Code (LUC) 720, Medical Office

Future Conditions

Building. It is estimated that the development would generate 25 trips during the weekday a.m. peak hour (20 entering, 5 exiting), 30 trips (8 entering, 22 exiting) during the weekday p.m. peak hour and 26 trips during the Saturday midday peak hour (15 entering, 11 exiting). Traffic generated by the other planned development is shown in Figure 5.

Background Traffic Growth To account for increases in general population and background growth not related to the proposed project, an annual growth factor was applied to the existing traffic volumes. Based on review of NYSDOT published growth rates, the anticipated growth rate for the Town of Islip, including the hamlet of West Islip is 1.2% percent per year. Therefore, in order to account for any unidentified developments in the vicinity of the project site, a growth rate of 6.0% was utilized (1.2% x 5 years) for the typical September 2019 traffic data and for the 2019 summertime traffic data. The growth factors were applied to the appropriate existing traffic volumes and the traffic generated by the other planned development was added to it to obtain typical and summertime 2024 No-Build traffic volumes. The No-Build 2024 volumes for the weekday a.m., weekday p.m., and Saturday midday peak hours for the typical analysis are shown in Figure 6 and the peak summertime No-Build 2024 volumes are depicted in Figure 7. It should be noted that this growth factor was not applied to entering or exiting volumes at the two existing hospital driveways as it would artificially inflate trips associated with the hospital. The additional traffic that would be generated by the hospital over the next 5 years, as well as traffic that would be generated by the project was projected separately and will be discussed in the Project Generated Traffic Volumes section of the report.

Future Conditions

1,000

6 3

(2) (9) (4) 6 3

Easterly Driveway

Westerly Driveway

(2) (9) (4)

Other Planned Developments Peak Hour Traffic Volumes Good Samaritan Hospital West Islip, New York

Figure 5

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

(2) (9) (4) 6 3

12 5 9 (7) (13) (3)

Pat Drive Snedecor Avenue

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(7) (13) (3) (4) (9) (2)

Beach Drive

12 5 9

1,000

50 825 32 24 632 117

919 26

76 675 8 711 20

29 5 42

19 713 84

17 713 61 10 854 118

11 535 188

36 684 341

220 14 112

25 51 48

8 6 11

65 8 59 15 4 32

Westerly Driveway

No Build Peak Hour Traffic Volumes Good Samaritan Hospital West Islip, New York

27 930 41

176 4 126

Figure 6

12 652 149 41 53 13

736 22

99 818 19

14 35 14 22

7 8 1159 851 38 49

25 659 98 13 809 38

23 854 191

70 16 14

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

47 665 31

25 495 139

Pat Drive Snedecor Avenue

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV‐T\tech\26435.03_Traffic Volume Figures xlsx.xlsx

32 13 16

57 28 17

Easterly Driveway

73 11 18 22 1015 180

134 10 38 180 112 5 20 52 31

99 14 86

Beach Drive

75 949 160

49 753 88

1,000

28 640 48 31 718 39

685 84

63 593 22 763 35

25 36 48 80

12 16 15

46 26 52 56 27 84 39 5 19

Westerly Driveway

No Build Peak Hour Traffic Volumes ‐ Summer Good Samaritan Hospital West Islip, New York

15 865 58 11 642 93

5 651 52 11 643 80

18 717 65

28 728 144

151 1 100

Figure 7

7 799 60 27 28 21

678 39

76 816 15

4 35 2 23

16 7 1087 902 42 46

15 647 76 18 803 38

19 731 101

77 5 21

71 885 61

91 14 51

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

18 614 66

60 719 36

Pat Drive Snedecor Avenue

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV‐T\tech\26435.03_Traffic Volume Figures xlsx.xlsx

28 3 18

42 14 18

Easterly Driveway

73 14 24 71 7 49 58 3 22

244 215 12 12 142 57

Beach Drive

103 912 124

20 739 56

Build Condition To estimate the traffic impact of the proposed development, it is necessary to determine the traffic that would be expected to be generated by the project.

Project-Generated Traffic Volumes In order to estimate the number of new trips the GSHMC project would generate, the Institute of Transportation Engineers (ITE), Trip Generation Manual, 10th Edition would generally be utilized since it contains trip generation rates for uses such as a “Hospital” (Land Use Code #610). However, a more accurate estimation of the number of trips can be made using either empirical data or client furnished data related to the projected increases in patient visits and staffing that would be generated by the project. In addition, the client furnished data would also account for natural growth. Such natural growth would occur even if the project were not undertaken. It should be noted that ITE recommends that such empirical or client furnished data be utilized when available, therefore VHB has based our trip generation estimates on the client furnished data provided. A comparison between ITE trip generation estimates and estimates based on empirical data is presented after the discussion below. In order to estimate the number of new trips the proposed project may generate; visitor and staffing projections were obtained from the hospital administrators. The projections provided to VHB included increases in the number of Emergency Department visits, operating room procedures and inpatient admissions. The 5-year growth rates for these uses are summarized below: 

Emergency Department- 3.3% growth over 5 years



Operating Room Procedures- 14.0% growth over 5 years



Inpatient Admissions- 8.2% growth over 5 years

Utilizing the current number of ED visits, operating room procedures and inpatient admissions, the number of peak hour patient trips (entering trips) were estimated using standard engineering practices, engineering judgment and historical traffic volume data. Since the patients would also be expected to generate additional visitor trips, estimates were further derived for the number of visitor trips that would be generated by patient visits. The forecasted new patient and related visitor trips estimates are summarized in Table 2 below.

Future Conditions

Table 2 – Forecast Peak Hour New Patient/Visitor Entering Trips

Use

Weekday AM Peak Hour

Weekday PM Peak Hour

Saturday Midday Peak Hour

Patient

Visitor

Patient

Visitor

Patient

Visitor

Emergency Department

Operating Room Procedures

Inpatient Admissions

Total Peak Hour Trips

Total= 7

Table 2 shows that the Emergency Department is expected to experience a total of 3 new trips during the weekday a.m. and p.m. peak periods, as well as during the Saturday midday peak period. The operating rooms are expected to experience a total of 2 new trips during the weekday a.m. and p.m. peak periods, as well as during the Saturday midday peak period. Inpatient admissions are expected to experience a total of 2 new trips during the weekday a.m. and p.m. peak periods, as well as during the Saturday midday peak period. This equates to 7 new total entering trips during the weekday a.m. and p.m. peak periods, as well as during the Saturday midday peak period. Lastly, exiting trips were estimated for patients as a percentage of the entering traffic. The exiting traffic percentages were estimated at 20%, 85% and 45% of the entering visits for the weekday a.m., weekday p.m. and Saturday midday peak periods, respectively. These values were selected based on directional distributions typically experienced at a hospital and our review of the driveway entering and exiting volumes during the peak periods. The general traffic patterns observed on a weekday consisted of the majority of vehicles enter the site during the a.m. peak period (83%). During the weekday p.m. peak period it showed a more even distribution, with slightly more traffic entering the site (54%) than exiting the site (46%). During the Saturday midday peak hour there was generally more traffic entering the site (69%) than exiting the site (31%). The future patient/visitor entering and exiting trips are further summarized in Table 3 below.

Table 3 – New Patient/Visitor Trips AM Peak Hour Patient/Visitor Trips

Future Conditions

Sat Peak Hour

Entering

Exiting

Entering

Exiting

Entering

Exiting

83%

17%

54%

46%

69%

31%

Total=

PM Peak Hour

Total=

Table 3 shows that the new patients/visitors are expected to generate a total of 8 trips (7 entering, 1 exiting), 13 trips (7 entering, 6 exiting), and 10 trips (7 entering, 3 exiting) during the weekday a.m., p.m., and Saturday midday peak periods, respectively. In addition to the number of patient and visitor trips summarized in Table 3 above, data was also provided for the increase in peak shift professional staff (doctors), as well as general staff associated with the hospital expansion. The number of additional professional staff and general staff are summarized below: 

10 additional professional staff



25 additional general staff

In order to maintain a conservative analysis, exiting staff traffic was assumed to be equal to the entering staff traffic to simulate a shift change. These values are summarized in Table 4 below. Table 4 – New Staff Trips Trip Type

AM Peak Hour

PM Peak Hour

Saturday Midday

Entering

Exiting

Entering

Exiting

Entering

Exiting

Professional Staff Trips

General Staff Trips

Total Staff Trips

Total = 70

Table 5 below summarizes the gross trip generation estimates for the proposed project (patient, visitor and staff trips). It should be noted that these trip generation estimates also include the natural growth that would occur even if the project were not undertaken. Table 5 – Peak Hour Trip Generation Trip Type

PM Peak Hour

Saturday Midday

Entering

Exiting

Entering

Exiting

Entering

Exiting

Patient/Visitor Trips

Professional/General Staff Trips

Net Trips

AM Peak Hour

Future Conditions

Total = 78

Total = 83

Total = 80

Table 5 shows that the site is anticipated to generate 78 trips (42 entering, 36 exiting), 83 trips (42 entering, 41 exiting) and 80 trips (42 entering, 38 exiting) during the weekday a.m., p.m., and Saturday midday peak periods, respectively.

Comparison to ITE Trip Generation Estimates For comparison purposes, VHB has prepared trip generation estimates based on ITE Trip Generation Manual 10th Edition, using Land Use Code (LUC) #610 Hospital. Because the proposed project will not result in an increase in licensed beds, the ITE estimates were prepared using both the increase in gross floor area as well as employees. This comparison will highlight the limitations of using the ITE data to estimate additional Hospital trips associated with the proposed expansion.

Table 6 – ITE Trip Generation Estimates Project Component

Hospital ITE LUC #610

Component Size

332,957 SF

35 Employees

AM Peak Hour

PM Peak Hour

Saturday Peak Hour

Rate =

0.89

0.97

3.26

Entering

Exiting

Entering

Exiting

Entering

Exiting

68%

32%

68%

50%

201

103

220

542

543

Total =

296

Total =

323

Total =

1,085

Rate =

0.27

Rate =

0.28

Rate =

0.51

Entering

Exiting

Entering

Exiting

Entering

Exiting

73%

27%

73%

49%

51%

Total =

Table 6 shows that based on increase in gross square footage, the site would be anticipated to generate 296 trips (201 entering, 95 exiting), 323 trips (103 entering, 220 exiting) and 1,085 trips (542 entering, 542 exiting) during the weekday a.m., p.m., and Saturday midday peak periods, respectively. The high estimates provided on Saturday are due to the limited number of study sites and therefore should not be relied on based on guidance from ITE. Based on the increase in employees, Table 6 shows that the site would be anticipated to generate 9 trips (7 entering, 2 exiting), 10 trips (3 entering, 7 exiting) and 18 trips (9 entering, 9 exiting) during the weekday a.m., p.m., and Saturday midday peak periods, respectively. When comparing the results of the ITE trip generation presented above, it is apparent that the estimates provided when using gross floor area (SF) to estimate trips results in a significant overestimation of trips when comparing it to VHB’s estimates using client furnished data and existing traffic patterns. Conversely, the

Future Conditions

estimates based on the increase in employees are too low when compared to VHB’s estimates using client furnished data and existing traffic patterns. Therefore, for this analysis it was deemed more appropriate and accurate to base future trip estimates for the proposed project based on the client furnished data provided and existing traffic patterns. Table 7 on the following page, shows how the empirical/client furnished data provides estimates that are more consistent with existing traffic patterns and accounts for the specific dynamic of the proposed expansion, which is not possible when using the estimates resulting from ITE data.

Table 7 – Trip Generation Comparison ITE vs Empirical Data AM Peak Hour Trips

PM Peak Hour Trips

Saturday Peak Hour Trips

Entering

Exiting

Entering

Exiting

Entering

Exiting

ITE based on Gross Floor Area (332,957 SF) ITE based on Employees (35 Employees)

201

103

220

542

543

Client Furnished Data

Data Source

Total = 296 7

Total = 323 2

Total = 1,085 7

Total = 9

Total = 10 36

Total = 18 41

Total = 78

Total = 83

38 Total = 80

Comparison to Existing Trips In order to better understand the levels of traffic associated with the proposed project, the traffic to be generated by the Hospital expansion was compared to existing Hospital traffic levels during peak study periods for the typical non-summer analysis. Table 8, below, summarizes this data.

Table 8 – Existing Hospital Trip Generation Comparison

Time Period

AM Peak Hour PM Peak Hour Saturday Peak Hour

Existing Trips

Project Generated Trips

Enter

644 Total = 224 Total = 174 Total =

Exit 181 825 366 590 166 340

Exit

42 Total =

36 78

42 Total =

41 83

42 Total =

38 80

Projected Increase in Trips 10% 14% 24%

Table 8 shows that during the typical analysis period the existing site generates 825, 590 and 340 vehicles during the weekday a.m., weekday p.m. and Saturday midday

Future Conditions

peak hours, respectively. Therefore, as a result of the proposed action, a maximum increase of 10% is anticipated during the weekday a.m. analysis period, 14% during the weekday p.m. analysis period and 24% during the Saturday midday analysis period are anticipated.

Site Access Configuration Under the proposed action, changes to site access are proposed, most notably along Beach Drive, where the northmost access will be removed to accommodate the construction of the new PCP and the egress driveway from the Baxter visitor lot (located approximately 100 feet north of Gate Lane) will be closed in order to minimize hospital traffic along Beach Drive. Also, the Hospital easterly driveway on Montauk Highway will be reconfigured on the northbound approach to permit exiting right-turns only. The existing visitor parking lot located on the northeast portion of the site will be relocated to the northwest quadrant of the site, west of the easterly access driveway on Montauk Highway, which is currently reserved for doctor parking. The doctor lot located in the northwest quadrant of the site would then be relocated to the rear of the main hospital building. The rear Baxter entrance to the hospital would also be upgraded and the drop-off loop would be improved to provide queueing for an additional 6 vehicles since this entrance would be expected to receive more traffic when the PCP is under construction, as well as after the PCP project is completed. It is anticipated that the reconfigured parking layout will result in increased traffic volumes at the westerly driveway, generally decreased traffic volumes at the easterly driveway and traffic volumes along Beach Drive would be significantly lower than what exists today due to the closure of two egress driveways. In the Build Condition, the primary routes where vehicles would access the site (the Westerly access and Beach Drive) would be at signalized intersections, which are preferred since motorists can make their maneuver under the protection of a traffic signal, which from a safety standpoint is preferred. Changes to the parking layout and circulation are depicted on the Overall Site Plan found in Appendix F and will be discussed in more detail in a subsequent section of this report.

Redistributed Existing Traffic Volumes Due to the closure and reconfiguration of site access driveways, as discussed above, as well as modifications to designated on-site parking areas, changes to existing travel patterns are expected. Therefore, VHB has redistributed existing vehicles to account for the site modifications. Generally speaking, the anticipated changes in travel patterns associated with the project site will result in an overall decrease of traffic along Beach Drive, offset by an increase in traffic along the Hospital westerly driveway. The redistributed traffic volumes for the typical analysis are depicted in Figure 8 and redistributed volumes for the summer analysis are depicted in Figure 9. Details pertaining to changes in site access and parking are discussed in detail in subsequent sections of this report.

Future Conditions

Trip Distribution and Assignment The additional trips generated by the proposed project were then distributed to the adjacent roadways based on the locations of the reconfigured site access points, area demographics and the characteristics of the roadway system in the vicinity of the site. Separate trip distributions were derived for the patients/visitors, professional staff and general staff based on existing traffic patterns and also considers the proposed on-site changes to access and the reconfiguration of designated parking areas. The distributions for patients, professional staff and general staff are depicted in Figure 10 and the resulting traffic volumes are summarized in Figure 11. The existing redistributed traffic, site generated trips, and No-Build traffic volumes were then added together to represent the future Build Condition traffic volumes for the typical and summertime analysis periods, after the project is completed. The future Build Condition traffic volumes for the weekday a.m., weekday p.m. and Saturday midday peak hours are depicted on Figure 12 and the summertime Build Condition weekday a.m., p.m. and Saturday midday peak hours are depicted on Figure 13.

Future Conditions

1,000

0 0

‐19 19

40 6

‐71 13 102 7

‐39 31 3 4 38 ‐14

3 ‐18 93 ‐7

16 ‐23

‐20 20

‐28

Easterly Driveway

‐10 ‐16 ‐16

‐8 ‐6 ‐11

26 109 54

21 71 39

Westerly Driveway

Redistributed Existing Traffic ‐ Typical Good Samaritan Hospital West Islip, New York

‐52 ‐4

‐38

‐65

Figure 8

51 ‐84

‐93

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

‐8 8

‐21 64

9 ‐9

13 ‐13

Pat Drive Snedecor Avenue

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV‐T\tech\26435.03_Traffic Volume Figures xlsx.xlsx

‐16

‐13

Beach Drive

1,000

0 0

‐19 19

59 6

‐80 18 100 7

‐43 28 10 4

Easterly Driveway

‐12 ‐15 ‐34

‐12 ‐16 ‐15

33 107 73

28 80 43

Westerly Driveway

Redistributed Existing Traffic ‐ Summer Good Samaritan Hospital West Islip, New York

‐46 ‐14 39 ‐14

0 ‐12 92 ‐7

21 ‐23

7 ‐7

‐64

Figure 9

21 ‐30

‐92

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

‐8 8

‐28 37

4 ‐4

15 ‐15

Pat Drive Snedecor Avenue

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV‐T\tech\26435.03_Traffic Volume Figures xlsx.xlsx

‐21

‐16

‐39 ‐28

Beach Drive

1,000

35% (60%) (60%) (35%) 10%

50%

(25%)

(40%) (40%) (40%) (35%) (60%) (60%)

35% 30% 50%

(60%) (60%) (60%)

Beach Drive

Easterly Driveway

Westerly Driveway

30% 30%

Trip Distribution Good Samaritan Hospital West Islip, New York

Figure 10

ENTERING TRAFFIC (EXITING TRAFFIC)

Key: FUTURE VISTORS/PATIENTS FUTURE PROFESSIONAL STAFF FUTURE GENERAL STAFF

40%

10% 40% 30%

(40%) (40%) (40%)

(60%) (60%) (60%)

35% 50% 25% 10%

Pat Drive Snedecor Avenue

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV‐T\tech\26435.03_Traffic Volume Figures xlsx.xlsx

(0%) (0%) (0%)

60% 60% 60%

1,000

1 16 1 16

(16) (15) 1 16

16 (22) 1

16 (23) (21) 1 1

16 (25) (22)

(2) (1)

(14) (21) (23) (22) (16) (15)

Easterly Driveway

Westerly Driveway

Site Generated Peak Hour Traffic Volumes Good Samaritan Hospital West Islip, New York

(23)

16 2

(0)

Figure 11

16 2

(0)

ENTERING TRAFFIC (EXITING TRAFFIC)

16 2

(0)

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

(14)

18 7

(23)

18 7 (25) (22)

Pat Drive Snedecor Avenue

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV‐T\tech\26435.03_Traffic Volume Figures xlsx.xlsx

Beach Drive

(0)

1,000

50 818 56 24 614 152

1036 735 34 25

76 636 47

76 5 77

19 774 75

17 724 45 10 972 103

11 573 165

36 682 368

127 14 47

15 37 33

0 0 0

197 8 146 91 4 86

Westerly Driveway

Build Peak Hour Traffic Volumes ‐ Typical Good Samaritan Hospital West Islip, New York

27 906 39

160 4 113

Figure 12

12 719 67 41 53 13

803 29

99 747 60

14 35 14 22

7 8 1184 873 38 49

25 682 100 13 831 38

23 893 177

70 16 14

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

47 663 50

25 474 219

Pat Drive Snedecor Avenue

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV‐T\tech\26435.03_Traffic Volume Figures xlsx.xlsx

32 13 16

57 28 17

Easterly Driveway

73 11 18 22 1040 180

134 10 38 180 112 5 20 52 31

61 14 58

Beach Drive

75 974 160

49 778 88

1,000

28 633 72 31 700 74

795 92

63 550 58 791 40

25 11 699 84

5 659 28 11 754 65

18 756 42

Beach Drive

28 751 146

16 7 1112 924 42 46

15 658 90 18 825 38

19 750 107

71 910 61

157 12 78 180 12 29

24 35 47

0 0 0

97 26 94 181 130 5 27 180 77

Westerly Driveway

Build Peak Hour Traffic Volumes ‐ Summer Good Samaritan Hospital West Islip, New York

15 847 31

134 1 84

58 3 22

Figure 13

7 836 30 27 28 21

760 46

76 736 61

4 35 2 23

77 5 21

91 14 51

Key: AM PEAK PM PEAK SATURDAY MIDDAY PEAK

18 612 85

60 691 89

Pat Drive Snedecor Avenue

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV‐T\tech\26435.03_Traffic Volume Figures xlsx.xlsx

28 3 18

42 14 18

Easterly Driveway

73 14 24 71 7 49

103 937 124

20 764 56

4 Traffic Operations Analysis Measuring existing traffic volumes and projecting future traffic volumes quantifies traffic flow within the study area. To assess the quality of traffic flow, roadway capacity analyses were conducted with respect to the Existing, No-Build and future Build conditions. These capacity analyses provide an indication of the adequacy of the roadway facilities to serve the anticipated traffic demands.

Level of Service and Delay Criteria The evaluation criteria used to analyze area intersections in this traffic study are based on the Highway Capacity Manual, 6th edition (HCM). The term ‘level of service’ (LOS) is used to denote the different operating conditions that occur at an intersection under various traffic volume loads. It is a quantitative measure that considers several factors including roadway geometry, speed, travel delay and freedom to maneuver. Level of service provides an index to the operational qualities of a roadway segment or an intersection. Level of service designations range from A to F, with LOS A representing the best operating conditions and LOS F representing the worst operating conditions. In addition to LOS, vehicle delay time (expressed in seconds per vehicle) is typically used to quantify the traffic operations at intersections. For example, a delay of 15 seconds for a particular vehicular movement or approach indicates that vehicles on the movement or approach will experience an average additional travel time of 15 seconds. It should be noted that delay time has a range of values for a given LOS letter designation. Therefore, when evaluating intersection capacity results, in addition to the LOS, vehicle delay time should also be considered. The LOS designations, which are based on delay, are reported differently for signalized and unsignalized intersections. The detailed LOS definitions for both the signalized and unsignalized intersections can be found in Appendix C of the report.

Traffic Operations Analysis

Software The capacity analyses were done using the traffic analysis software Synchro, version 10, a computer program developed by Trafficware Ltd. Synchro is a complete software package for modeling and optimizing traffic signal timing. Synchro adheres to and implements the guidelines and methods set forth in the Highway Capacity Manual, 6 th edition. This analysis methodology was used to evaluate the ability of an intersection or roadway to efficiently handle the number of vehicles using the facility. Synchro was used to model and analyze the Existing, No-Build and Build conditions at the key intersections.

Level of Service - Typical Analysis LOS analyses were conducted for the Existing, No-Build and future Build conditions for the key signalized and unsignalized intersections under typical (non-summertime) conditions. Since the peak hours for each intersection within the study network varies, the peak hour for each individual intersection was analyzed as opposed to using an overall network peak hour. This method provides a worst-case scenario. A review of the volumes was undertaken and field observations during peak times were also performed. Based on our observations and a review of the typical September traffic volume data, during the weekday a.m. peak hour the hospital, school and roadway all experience their peak traffic volumes generally during a common hour. Therefore, the a.m. peak hour analysis encompasses the peak activity for all three of these uses. A review of the typical traffic volume data for the weekday p.m. peak period revealed that the peak traffic volumes generally occurred between 4:30 p.m. and 5:30 p.m. which is after the hospital and school experience their peak hours of activity. It should be noted that there was longer than normal queuing observed along the northbound Beach Drive approach to Montauk during the p.m. school dismissal/shift change that occurs between 2:45-3:15 p.m. The hospital shift change also occurs during this period which exacerbates the queues. While there were notable queues observed on the northbound approach on Beach Drive, the queues dissipated after approximately 20 minutes and traffic conditions returned to normal after that. This phenomenon is typical of school and hospital uses around the region and is a temporary condition that doesn’t warrant the need for mitigation measures. Mitigating such a temporary condition may result in operations that would negatively impact traffic conditions outside of this 20-minute period. A review of the typical traffic volume data for the Saturday midday peak period indicated that the hospital peak activity generally coincided with the peak activity on the surrounding roadways. The data also indicated that the adjacent school to the west also showed little activity on a typical Saturday. The peak hours used in the analysis for each period at each of the individual intersections are indicated on the turning movement diagrams provided in Appendix A of this report.

Traffic Operations Analysis

Signalized Intersection Typical Analysis Results The results of the capacity analyses for the below signalized intersections in Existing, NoBuild and future Build conditions are summarized in Tables 9, 10, and 11 on the following pages for the weekday a.m., weekday p.m., and Saturday midday periods, respectively. 

Montauk Highway at Snedecor Avenue/Pat Drive



Montauk Highway at Beach Drive/Pease Lane



Montauk Highway at Hospital Westerly Driveway/Keith Lane



Montauk Highway at Secatogue Lane



Montauk Highway at Wagstaff Lane/Barberry Road

The detailed Synchro capacity analysis worksheets are contained in Appendix D. Additionally, the record signal timings obtained from the NYSDOT can be found in Appendix G.

Traffic Operations Analysis

Table 9 - LOS Summary – Signalized Intersections – Typical Weekday AM Peak Hour

Intersection

Approach

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

LOS

23.2

24.9

25.9

21.9

24.6

26.7

Approach

21.9

24.6

26.7

6.0

6.7

6.8

5.4

5.8

5.9

Approach

5.5

5.9

6.0

52.0

52.9

Lane Group

WB Montauk Highway & Snedecor Avenue / Pat Drive NB

13.5

13.4

Approach

23.6

23.8

LTR

54.1

55.7

Approach

54.1

55.7

Overall

15.2

16.4

17.2

20.3

22.2

24.3

43.7

65.3

113.3

13.6

15.2

14.7

Approach

35.8

51.8

90.2

Montauk Highway & Beach Drive / Pease Lane

23.1

42.1

33.1

15.1

19.1

16.8

Approach

17.7

26.5

22.3

59.6

60.0

60.9

10.8

10.7

9.8

Approach

31.6

31.7

31.6

LTR

30.4

30.0

31.8

Approach

30.4

30.0

31.8

26.3

35.3

45.5

Overall L

4.3

5.0

5.7

11.4

13.4

15.5

Approach

11.2

13.1

15.2

5.9

6.5

20.5

WB Montauk Highway & Hospital Westerly Driveway / Keith Lane

4.4

4.6

4.9

Approach

4.7

5.0

9.7

46.9

45.6

56.9

12.3

12.1

9.1

Approach

33.8

32.9

33.8

LTR

48.5

48.6

46.5

Approach

48.5

48.6

46.5

13.0

13.9

17.3

Overall

Traffic Operations Analysis

Build 2024

Table 9 - LOS Summary – Signalized Intersections – Typical Weekday AM Peak Hour – Continued

Intersection

Approach

Montauk Highway & Secatogue Lane

Existing 2019

No-Build 2024

Build 2024 No Exit to Beach

Delay

LOS

Delay

LOS

Delay

LOS

6.7

7.5

7.9

Approach

6.7

7.5

7.9

4.9

4.7

7.8

8.1

8.0

Approach

7.7

8.0

7.9

36.8

37.3

Approach

36.8

37.3

9.4

10.0

10.1

13.2

14.3

14.6

21.2

25.2

26.1

Approach

20.7

24.6

25.5

31.0

37.7

40.7

Approach

31.0

37.7

40.7

LTR

58.1

58.6

Approach

58.1

58.6

Lane Group TR

Overall EB

WB Montauk Highway & Wagstaff Lane / Barberry Road

47.7

48.5

49.8

50.9

Approach

48.7

49.7

28.5

33.2

34.8

SB Overall

A review of Table 9 shows that during the weekday a.m. peak hour, the results in the Build Condition are generally consistent with the results in the No-Build Condition, with a couple of exceptions. The intersection of Montauk Highway at Beach Drive/Pease Lane retains the overall No Build LOS D under the Build Condition (10.2 second increase overall), but experiences a change in LOS for the eastbound approach (LOS D to F) and for the eastbound through movement, which changes from LOS E to F. Proposed mitigation for this location is detailed in a subsequent section of this report. At the intersection of Montauk Highway at Hospital Westerly Driveway/Keith Lane, the westbound left-turn into the site will change from LOS A to C. This is still an acceptable LOS and it should be noted that this movement just crosses the LOS C threshold. The northbound left-turn, exiting the site, will chance from LOS D to E. This impact is contained on-site and does not result in any queuing issues or negatively affect circulation and therefore, no mitigation is proposed at this location. The overall intersection delay for all the other study intersections increases by no more than 1.6 seconds when comparing the Build Condition to the No-Build Condition, and therefore no further mitigation is necessary.

Traffic Operations Analysis

Table 10 - LOS Summary – Signalized Intersections – Typical Weekday PM Peak Hour

Intersection

Approach

Lane Group L

LOS

14.6

16.0

14.7

17.8

16.5

16.4

14.6

24.6

27.7

6.2

6.8

6.9

Approach

7.4

9.2

9.7

69.1

69.9

12.7

14.5

Approach

28.7

30.4

LTR

52.3

52.8

Approach

52.3

52.8

14.8

16.9

16.5

11.1

12.9

10.7

29.3

40.2

28.4

4.1

5.3

4.4

Approach

26.2

35.7

25.9

23.3

43.1

35.5

9.9

11.5

7.8

Approach

12.3

17.2

12.3

61.8

67.0

68.3

26.8

28.3

30.3

Approach

39.5

42.4

42.7

LTR

30.7

32.0

42.5

Approach

30.7

32.0

42.5

23.2

29.5

22.4

7.2

7.9

11.5

13.4

17.6

24.3

Approach

13.1

17.0

23.6

2.6

2.7

6.2

5.2

6.1

9.2

Approach

5.1

6.0

9.0

68.2

64.8

76.4

13.5

13.1

13.7

Approach

41.2

39.3

41.2

LTR

53.8

54.5

45.7

Approach

53.8

54.5

45.7

14.2

16.1

22.2

Overall

Traffic Operations Analysis

Delay

17.8

Overall

LOS

Delay

Montauk Highway & Hospital Westerly Driveway / Keith Lane

LOS

15.1

Delay

15.1

Overall

Montauk Highway & Beach Drive / Pease Lane

Build 2024

No-Build 2024

Approach WB Montauk Highway & Snedecor Avenue / Pat Drive

Existing 2019

Table 10 - LOS Summary – Signalized Intersections – Typical Weekday PM Peak Hour – Continued

Intersection

Approach

Montauk Highway & Secatogue Lane

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

LOS

12.0

13.6

14.0

Approach

12.0

13.6

14.0

4.4

4.7

4.8

8.5

9.7

10.3

Approach

8.3

9.5

10.1

44.0

45.0

45.1

Approach

44.0

45.0

45.1

11.9

13.2

13.7

6.7

6.9

13.5

15.1

15.5

Approach

13.4

14.9

15.4

23.1

24.5

25.5

Approach

23.1

24.5

25.5

LTR

53.5

Approach

53.5

Lane Group

Overall EB

WB Montauk Highway & Wagstaff Lane / Barberry Road

Build 2024

54.4

54.3

57.7

58.0

Approach

56.3

56.4

19.5

20.9

21.6

SB Overall

A review of Table 10 shows that during the weekday p.m. peak hour, the results in the Build Condition are generally consistent with the results in the No-Build Condition, with a couple exceptions. The intersection of Montauk Highway at Beach Drive/Pease Lane the overall No-Build LOS C, and as a result of redistribution of hospital related traffic operates with slightly less overall delay in the Build Condition. However, the southbound movements and approach of Pease Lane, cross the LOS D threshold under the Build Condition. This is a result of the traffic signal controller allocating more green time to Montauk Highway due to the diminished volume on Beach Drive as a result of access modifications. At the intersection of Montauk Highway and Hospital Westerly Driveway/Keith Lane, the eastbound through/right-turn movement and the eastbound approach LOS changes from B to C under the Build Condition. While the LOS does change from B to C , the increases in vehicle delay is only 6.6 seconds, which is a relatively minor increase. It is our opinion that this change in delay will be relatively imperceptible to motorists and does not require mitigation.

Traffic Operations Analysis

Table 11- LOS Summary – Signalized Intersections – Typical Saturday Midday Peak Hour

Intersection

Approach

Lane Group L

LOS

10.2

11.2

10.7

9.5

9.0

4.3

4.5

4.6

4.8

5.0

5.1

Approach

4.7

4.9

5.0

43.9

44.1

12.4

12.2

Approach

20.0

19.9

LTR

54.2

55.8

Approach

54.2

55.8

10.1

10.8

10.6

7.2

7.6

6.6

15.4

17.1

13.1

1.7

1.4

Approach

13.9

15.3

12.0

4.5

5.5

4.8

6.6

7.7

6.0

Approach

6.4

7.4

5.8

54.8

51.0

51.8

19.9

19.8

17.4

Approach

37.5

35.5

36.1

LTR

30.9

29.6

33.9

Approach

30.9

29.6

33.9

13.8

14.6

11.7

4.0

5.3

7.0

8.5

10.2

13.1

Approach

8.2

9.9

12.7

2.6

2.9

3.6

4.8

5.3

6.8

Approach

4.8

5.3

6.6

45.2

44.0

58.4

6.5

6.3

8.8

Approach

33.9

33.0

33.6

LTR

43.0

43.8

38.2

Approach

43.0

43.8

38.2

10.7

11.6

14.7

Overall

Traffic Operations Analysis

Delay

9.5

Overall

LOS

Delay

Montauk Highway & Hospital Westerly Driveway / Keith Lane

LOS

8.1

Delay

8.1

Overall

Montauk Highway & Beach Drive / Pease Lane

Build 2024

No-Build 2024

Approach WB Montauk Highway & Snedecor Avenue / Pat Drive

Existing 2019

Table 11 - LOS Summary – Signalized Intersections – Typical Saturday Midday Peak Hour – Continued

Intersection

Approach

Montauk Highway & Secatogue Lane

Existing 2019

No-Build 2024

Build 2024 No Exit to Beach

Delay

LOS

Delay

LOS

Delay

LOS

5.7

6.8

7.3

Approach

5.7

6.8

7.3

6.2

6.4

5.4

10.6

11.5

10.2

Approach

10.4

11.2

9.9

33.6

34.3

Approach

33.6

34.3

9.6

10.6

10.3

7.5

7.6

12.7

13.9

14.3

Lane Group TR

Overall EB

WB Montauk Highway & Wagstaff Lane / Barberry Road

Approach

12.6

13.8

14.2

14.6

15.1

17.0

Approach

14.6

15.1

17.0

LTR

42.4

Approach

42.4

42.7

46.3

Approach

45.1

14.7

15.5

16.6

SB Overall

A review of Table 11 shows that during the Saturday midday peak hour, the results in the Build Condition are consistent with the results in the No-Build Condition with the exception of Montauk Highway at the Westerly Hospital Driveway/Keith Lane intersection, which experiences a change in LOS from D to E for the northbound left-turn movement. While mitigation could be performed to improve the LOS of this movement, such mitigation would take away green time from the primary east-west movements on Montauk Highway which is not preferred. Since the delay would occur on-site and would not impact other public roadways, this impact was not considered for mitigation. The analyses further indicated that the overall intersection delay at all intersections only increases by 3.1 seconds or less when comparing the Build Condition to the No-Build Condition. Since all intersections would continue to operate at an overall intersection LOS B or better in the Build Condition no mitigation is warranted.

Traffic Operations Analysis

Unsignalized Intersection Analysis results The results of the capacity analyses for the below unsignalized intersection during the Existing, No-Build and future Build conditions are summarized in Tables 12, 13, and 14, for the weekday a.m., weekday p.m., and Saturday midday peak periods, respectively. 

Montauk Highway at Hospital Easterly Driveway/Milligan Lane

The detailed Synchro capacity analysis worksheets are contained in Appendix D.

Table 12 - LOS Summary – Unsignalized Intersection – Typical Weekday AM Peak Hour

Intersection

Montauk Highway & Hospital Easterly Driveway / Milligan Lane

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

WB L

10.5

10.9

10.2

52.7

67.6

15.5

14.7

15.4

16.7

Approach/ Movement

Build 2024 Delay

LOS

Table 13 - LOS Summary – Unsignalized Intersection – Typical Weekday PM Peak Hour

Intersection

Montauk Highway & Hospital Easterly Driveway / Milligan Lane

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

LOS

WB L

10.4

10.7

11.5

37.2

46.5

22.9

17.7

19.2

18.6

Approach/ Movement

Build 2024

Table 14 - LOS Summary – Unsignalized Intersection – Typical Saturday Midday Peak Hour

Intersection

Montauk Highway & Hospital Easterly Driveway / Milligan Lane

Traffic Operations Analysis

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

LOS

WB L

9.6

9.8

10.1

38.3

49.0

17.4

14.8

15.7

15.9

Approach/ Movement

Build 2024

The review of Tables 12, 13 and 14 shows that the westbound left-turn movement and southbound approach at the intersection of Montauk Highway and Hospital Easterly Driveway/Milligan Lane would operate with similar levels of service and delay when comparing the No-Build Condition to the Build Condition for each of the three periods analyzed. Because the northbound approach will be restricted to right-turns only after the completion of the proposed project, the northbound approach will operate with significantly less delay under the Build Condition.

Mitigation – Signalized Intersection, Typical Analysis Based on the detailed evaluation of potential impacts of the proposed hospital expansion, the majority of the study intersections were found to accommodate the rerouted and additional site traffic with minimal impact to future operations. However, impacts are anticipated at the intersection of Montauk Highway at Beach Drive/Pease Lane during the weekday a.m. peak period. During the weekday a.m. peak period under the Build Condition, the eastbound through movement on Montauk Highway is anticipated to experience a change in LOS from E to F with an increase in vehicle delay of 48 seconds. Therefore, we have performed signal timing adjustments at the subject intersection and adjusted signal offsets for the study network, while maintaining existing cycle lengths. The study intersections were mitigated to the maximum extent practical given the existing roadway configurations which are outside the applicant’s ability to change. While some impacts on side streets or the site driveways were not fully alleviated, the proposed timing changes prioritize operation for mainline east-west traffic (Montauk Highway) while attempting to minimize the impacts on side streets and site traffic. Additionally, the impacts to the individual movements at the intersection of Montauk Highway at Beach Drive/Pease Lane were mitigated back to LOS experienced in the No-Build Condition. Because the study network is comprised of a series of coordinated traffic signals, the results for all signalized intersections are further summarized in Table 15 on the following pages.

Traffic Operations Analysis

Table 15- LOS Summary – Signalized Intersections – Typical Weekday AM Peak Hour with Mitigation

Intersection

Approach

Lane Group L

LOS

24.9

25.9

20.4

26.7

22.4

6.7

6.8

5.8

5.9

Approach

5.9

6.0

52.9

13.4

Approach

23.8

LTR

55.7

Approach

55.7

16.4

17.2

15.6

22.2

24.3

15.7

65.3

113.3

65.2

15.2

14.7

8.8

Approach

51.8

90.2

52.0

42.1

33.1

48.6

19.1

16.8

15.2

Approach

26.5

22.3

26.5

60.0

60.9

68.0

10.7

9.8

8.7

Approach

31.7

31.6

34.0

LTR

30.0

31.8

33.8

Approach

30.0

31.8

33.8

35.3

45.5

36.0

5.0

5.7

5.2

13.4

15.5

16.8

Approach

13.1

15.2

16.5

6.5

20.5

20.7

4.6

4.9

5.1

Approach

5.0

9.7

9.8

45.6

56.9

12.1

9.1

Approach

32.9

33.8

LTR

48.6

46.5

Approach

48.6

46.5

13.9

17.3

18.0

Overall

Traffic Operations Analysis

Delay

26.7

Overall

LOS

Delay

Montauk Highway & Hospital Westerly Driveway / Keith Lane

LOS

24.6

Delay

24.6

Overall

Montauk Highway & Beach Drive / Pease Lane

Build 2024 with Mitigation

Build 2024

Approach WB Montauk Highway & Snedecor Avenue / Pat Drive

No-Build 2024

Table 15 - LOS Summary – Signalized Intersections – Typical Weekday AM Peak Hour with Mitigation – Continued

Intersection

Approach

Montauk Highway & Secatogue Lane

Lane Group

Delay

LOS

Delay

LOS

7.5

7.9

5.3

Approach

7.5

7.9

5.3

4.9

4.7

8.1

8.0

7.6

Approach

8.0

7.9

7.5

37.3

Approach

37.3

10.0

10.1

8.6

14.3

14.6

25.2

26.1

Approach

24.6

25.5

37.7

40.7

41.5

Approach

37.7

40.7

41.5

LTR

58.6

Approach

58.6

WB NB

48.5

50.9

Approach

49.7

33.2

34.8

35.2

SB Overall

Traffic Operations Analysis

Build 2024 with Mitigation

LOS

Overall

Montauk Highway & Wagstaff Lane / Barberry Road

Build 2024

Delay

No-Build 2024

Level of Service - Summer Analysis Given that the study network is in close proximity to the Robert Moses Causeway, which provides direct access to ocean beaches, and is also in proximity to a marina and ballfields located along Beach Drive, the collection of additional traffic volumes was deemed necessary to account for seasonal variations in traffic levels associated with recreational activities. Therefore, LOS analyses were also conducted for the Existing, NoBuild and future Build conditions for the study intersections under recreational summertime conditions adjusted to pre-COVID-19 Pandemic levels. Since the peak hours for each intersection within the study network varies, the peak hour for each individual intersection was analyzed as opposed to using an overall network peak hour. This method provides a worst-case scenario. A review of the volumes was undertaken and field observations during peak times were also performed. Based on a review of the developed traffic volume data, the summertime weekday a.m. peak hours generally occurred between 11:30 a.m. and 12:30 p.m. and were determined by general roadway/recreational volumes. Previously conducted observations support this phenomenon as the school is not operational during the summertime and subsequently much lower roadway activity is experienced during early morning. Therefore the a.m. peak occurs later in the day when compared to the typical traffic volumes. Therefore an a.m. peak period analysis was replaced with a midday peak period analysis. A review of the developed traffic volume data for the summertime weekday p.m. peak period revealed that the peak traffic volumes generally occurred between 4:00 p.m. and 5:00 p.m. which is after the hospital experiences its peak hours of activity. This peak occurs at a similar time when compared to the typical traffic volumes. A review of the typical traffic volume data for the Saturday midday peak period indicated that the hospital peak activity generally coincided with the peak activity on the surrounding roadways. This peak also occurs at a similar time when compared to the typical non-summertime traffic volumes. The peak hours used in the analysis for each period at each of the individual intersections are indicated on summertime volume summaries provided in Appendix A of this report.

Signalized Intersection Analysis results - Summer The results of the Summertime capacity analyses for the below signalized intersections in Existing, No-Build and future Build conditions are summarized in Tables 16, 17, and 18 on the following pages for the weekday a.m., weekday p.m., and Saturday midday periods, respectively.



Montauk Highway at Snedecor Avenue/Pat Drive



Montauk Highway at Beach Drive/Pease Lane



Montauk Highway at Hospital Westerly Driveway/Keith Lane



Montauk Highway at Secatogue Lane

Traffic Operations Analysis



Montauk Highway at Wagstaff Lane/Barberry Road

The detailed Synchro capacity analysis worksheets are contained in Appendix D. Additionally, the record signal timings obtained from the NYSDOT can be found in Appendix G.

Traffic Operations Analysis

Table 16 - LOS Summary – Signalized Intersections – Summer Weekday AM Peak Hour

Intersection

Approach

Lane Group L

LOS

12.4

13.6

13.0

12.7

12.6

4.1

4.3

5.1

5.4

5.5

Approach

5.0

5.3

5.4

56.9

57.9

10.1

11.2

Approach

30.8

31.8

LTR

54.9

56.5

Approach

54.9

56.5

12.1

12.9

12.8

9.8

12.8

12.6

22.5

28.4

26.2

1.4

2.1

1.2

Approach

20.6

26.0

24.6

9.3

15.8

19.4

12.0

15.4

14.0

Approach

11.5

15.5

14.8

57.7

58.7

59.5

23.9

23.2

23.4

Approach

37.4

37.5

LTR

27.5

27.0

29.4

Approach

27.5

27.0

29.4

19.4

23.1

22.1

4.7

6.1

8.3

11.5

13.5

17.8

Approach

11.2

13.2

17.5

4.0

4.3

7.8

7.6

9.4

12.3

Approach

7.4

9.1

11.8

53.9

50.9

58.0

10.3

9.9

7.9

Approach

37.6

35.6

35.5

LTR

46.1

46.8

44.4

Approach

46.1

46.8

44.4

14.9

16.2

19.7

Overall

Traffic Operations Analysis

Delay

12.7

Overall

LOS

Delay

Montauk Highway & Hospital Westerly Driveway / Keith Lane

LOS

11.2

Delay

11.2

Overall

Montauk Highway & Beach Drive / Pease Lane

Build 2024

No-Build 2024

Approach WB Montauk Highway & Snedecor Avenue / Pat Drive

Existing 2019

Table 16 - LOS Summary – Signalized Intersections – Summer Weekday AM Peak Hour – Continued

Intersection

Approach

Montauk Highway & Secatogue Lane

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

LOS

5.6

7.0

7.4

Approach

5.6

7.0

7.4

5.3

5.4

4.1

12.7

13.6

12.3

Approach

12.4

13.3

12.0

36.5

37.4

Approach

36.5

37.4

11.1

12.3

11.8

12.6

12.9

21.7

24.8

25.8

Lane Group

Overall EB

WB Montauk Highway & Wagstaff Lane / Barberry Road

Build 2024

Approach

21.2

24.1

25.1

43.5

57.8

62.9

Approach

43.5

57.8

62.9

LTR

47.5

47.6

Approach

47.5

47.6

45.9

46.0

47.5

47.7

Approach

46.7

46.9

33.7

41.6

44.3

SB Overall

A review of Table 16 shows that during the summertime Weekday a.m. peak hour, the results in the Build Condition are generally consistent with the results in the No-Build Condition with the exception of Montauk Highway at the Westerly Hospital Driveway/Keith Lane intersection, which experiences a change in LOS from D to E for the northbound left turn movement. While mitigation could be performed to improve the LOS of this movement, such mitigation would take away green time from the primary east-west movements on Montauk Highway which is not preferred. Since the delay would occur on-site and would not impact other public roadways, this impact was not considered for mitigation. The analyses further indicated that the overall intersection delay at all intersections only increases by 3.5 seconds or less when comparing the Build Condition to the No-Build Condition.

Traffic Operations Analysis

Table 17 – LOS Summary – Signalized Intersections – Summer Weekday PM Peak Hour

Intersection

Approach

Lane Group L

LOS

10.2

11.1

10.8

13.4

12.6

12.5

8.1

10.3

11.8

5.6

6.1

6.2

Approach

5.8

6.5

6.8

68.6

69.1

13.0

12.5

Approach

36.1

LTR

44.5

45.2

Approach

44.5

45.2

12.0

13.1

12.8

10.9

10.8

8.5

18.0

19.4

15.6

3.7

3.6

2.6

Approach

16.4

17.5

14.5

6.4

7.0

5.0

10.3

11.6

6.9

Approach

9.9

11.0

6.6

65.3

66.5

21.3

24.5

25.5

Approach

38.3

40.3

LTR

25.0

24.7

31.7

Approach

25.0

24.7

31.7

19.6

21.0

16.0

8.3

8.9

11.1

10.3

11.7

16.1

Approach

10.2

11.6

15.9

3.5

3.7

6.0

8.3

9.3

13.5

Approach

8.2

9.2

13.0

69.5

70.1

83.6

12.2

20.7

Approach

50.2

50.6

54.3

LTR

37.3

39.6

34.4

Approach

37.3

39.6

34.4

14.7

15.7

23.0

Overall

Traffic Operations Analysis

Delay

13.3

Overall

LOS

Delay

Montauk Highway & Hospital Westerly Driveway / Keith Lane

LOS

11.6

Delay

11.6

Overall

Montauk Highway & Beach Drive / Pease Lane

Build 2024

No-Build 2024

Approach WB Montauk Highway & Snedecor Avenue / Pat Drive

Existing 2019

Table 17 - LOS Summary – Signalized Intersections – Summer Weekday PM Peak Hour – Continued

Intersection

Approach

Montauk Highway & Secatogue Lane

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

LOS

7.7

8.6

8.8

Approach

7.7

8.6

8.8

3.8

3.9

3.8

7.7

8.7

Approach

7.5

8.5

41.6

42.1

Approach

41.6

42.1

8.7

9.6

9.7

6.0

6.5

10.2

11.3

11.6

Approach

10.2

11.3

11.6

19.2

20.7

21.4

Approach

19.2

20.7

21.4

LTR

57.1

57.2

Approach

57.1

57.2

Lane Group TR

Overall EB

WB Montauk Highway & Wagstaff Lane / Barberry Road

Build 2024

53.0

52.7

55.2

55.6

Approach

54.6

54.9

16.4

17.7

18.2

SB Overall

A review of Table 17 shows that during the summertime weekday p.m. peak hour, the results in the Build Condition are generally consistent with the results in the No-Build Condition with one exception. The intersection of Montauk Highway at Hospital Westerly Access/Keith Lane, will change from LOS B to C, the northbound left-turn movement will change from LOS E to F and the northbound right-turn movement will change form B to C. Proposed mitigation for this location is detailed in a subsequent section of this report. The overall intersection delay for all the other study intersections increases by no more than 0.5 seconds when comparing the Build Condition to the No-Build Condition, and therefore no further mitigation is necessary.

Traffic Operations Analysis

Table 18- LOS Summary – Signalized Intersections – Summer Saturday Midday Peak Hour

Intersection

Approach

Lane Group L

LOS

6.7

7.9

8.1

7.2

7.4

3.9

4.1

4.7

5.0

Approach

4.7

4.9

5.0

41.6

41.9

3.8

4.5

Approach

15.4

16.0

LTR

54.3

55.9

Approach

54.3

55.9

9.2

9.8

7.0

7.3

6.5

12.7

14.0

11.4

2.4

2.6

2.0

Approach

11.4

12.5

10.3

2.8

3.1

2.8

5.0

5.5

4.9

Approach

4.7

5.2

4.6

54.9

51.5

50.5

37.2

37.1

Approach

41.4

40.7

39.6

LTR

30.1

30.2

35.0

Approach

30.1

30.2

35.0

14.0

14.6

12.3

4.3

6.3

9.0

9.7

13.0

Approach

8.9

9.6

12.8

2.2

2.3

3.3

3.6

3.9

4.7

Approach

3.5

3.8

4.5

44.3

43.7

56.9

13.5

13.3

9.2

Approach

25.3

24.9

27.8

LTR

39.8

40.3

31.9

Approach

39.8

40.3

31.9

9.8

10.2

13.2

Overall

Traffic Operations Analysis

Delay

7.2

Overall

LOS

Delay

Montauk Highway & Hospital Westerly Driveway / Keith Lane

LOS

6.2

Delay

6.2

Overall

Montauk Highway & Beach Drive / Pease Lane

Build 2024

No-Build 2024

Approach WB Montauk Highway & Snedecor Avenue / Pat Drive

Existing 2019

Table 18 - LOS Summary – Signalized Intersections – Summer Saturday Midday Peak Hour – Continued

Intersection

Approach

Montauk Highway & Secatogue Lane

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

LOS

4.2

4.5

4.6

Approach

4.2

4.5

4.6

5.0

5.4

4.9

Lane Group

8.3

9.1

8.7

Approach

8.2

9.0

8.5

35.4

36.1

Approach

35.4

36.1

Overall

8.4

8.9

8.7

5.5

7.0

7.5

7.8

Approach

7.0

7.5

7.7

WB Montauk Highway & Wagstaff Lane / Barberry Road

Build 2024

7.2

7.5

9.2

Approach

7.2

7.5

9.2

LTR

46.1

Approach

46.1

44.0

Approach

44.0

8.4

8.8

9.7

Overall

A review of Table 18 shows that during the Saturday midday peak hour, the results in the Build Condition are generally consistent with the results in the No-Build Condition with the exception of Montauk Highway at the Westerly Hospital Driveway/Keith Lane intersection, which experiences a change in LOS from D to E for the northbound left turn movement. While mitigation could be performed to improve the LOS of this movement and approach, such mitigation would take away green time from the primary east-west movements on Montauk Highway which is not preferred. Since the delay would occur onsite and would not impact other public roadways, this impact was not considered for mitigation. The analyses further indicated that the overall intersection delay at all intersections only increases by 3 seconds or less when comparing the Build Condition to the No-Build Condition. Since all intersections would continue to operate at an overall intersection LOS B or better in the Build Condition no mitigation is warranted.

Traffic Operations Analysis

Unsignalized Intersection Analysis results - Summer The results of the summertime capacity analyses for the below unsignalized intersection during the Existing, No-Build and future Build conditions are summarized in Tables 19, 20, and 21, for the weekday a.m., weekday p.m., and Saturday midday peak periods, respectively. 

Montauk Highway at Hospital Easterly Driveway/Milligan Lane

The detailed Synchro capacity analysis worksheets are contained in Appendix D.

Table 19 - LOS Summary – Unsignalized Intersection – Summer Weekday AM Peak Hour

Intersection

Montauk Highway & Hospital Easterly Driveway / Milligan Lane

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

LOS

WB L

10.1

10.3

10.2

77.3

113.7

17.3

18.1

19.5

20.6

Approach/ Movement

Build 2024

Table 20 - LOS Summary – Unsignalized Intersection – Summer Weekday PM Peak Hour

Intersection

Montauk Highway & Hospital Easterly Driveway / Milligan Lane

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

WB L

9.7

9.9

10.3

46.7

60.4

17.3

16.3

17.5

17.1

Approach/ Movement

Build 2024 LOS

Table 21 - LOS Summary – Unsignalized Intersection – Summer Saturday Midday Peak Hour Intersection

Montauk Highway & Hospital Easterly Driveway / Milligan Lane

Traffic Operations Analysis

Approach/ Movement

Existing 2019

No-Build 2024

Delay

LOS

Delay

LOS

Delay

Build 2024 LOS

WB L

9.4

9.6

9.8

37.1

45.7

17.7

13.4

14.0

14.1

The review of Tables 19, 20 and 21 shows that the westbound left-turn movement and southbound approach at the intersection of Montauk Highway and Hospital Easterly Driveway/Milligan Lane would operate with similar levels of service and delay when comparing the No-Build Condition to the Build Condition for each of the three periods analyzed. Because the northbound approach will be restricted to right-turns only after the completion of the proposed project, the northbound approach will operate with significantly less delay under the Build Condition.

Mitigation – Signalized Intersection, Summer Analysis Based on the detailed evaluation of potential impacts of the proposed hospital expansion, the majority of the study intersections were found to accommodate the rerouted and additional site traffic with minimal impact to future operations. However, impacts are anticipated at the intersection of Montauk Highway at Hospital Westerly Driveway/Keith Lane during the summertime weekday p.m. peak period. During the summertime weekday p.m. peak period under the Build Condition, the northbound left-turn movement on the Hospital Westerly Driveway is anticipated to experience a change in LOS from E to F with an increase in vehicle delay of 13.5 seconds. The LOS for northbound right-turn movement will also change, from B to C, with an increase in 8.5 seconds. Therefore, we have performed minor signal timing adjustments at the subject intersection, while maintaining existing cycle lengths to alleviate these impacts. It should be noted that the overall intersection LOS changes from B to C with a 7.3 second increase in delay. This impact remains (with slightly lower delay) after the minor timing modifications and is unable to be fully mitigated without significant detriment to site street operations. This location was selected for mitigation because operational improvements to the Hospital Westerly Driveway were possible without significant adverse impacts on the mainline, under this scenario. It should be noted that any modifications to signal timings are subject to the approval of the NYSDOT. Because the study network is comprised of a series of coordinated traffic signals, the results for all signalized intersections are further summarized in Table 22 on the following pages.

Traffic Operations Analysis

Table 22- LOS Summary – Signalized Intersections – Summer Weekday PM Peak Hour with Mitigation

Intersection

Approach

Lane Group L

LOS

11.1

10.8

10.9

12.7

12.5

12.7

10.3

11.8

6.1

6.2

Approach

6.5

6.8

69.1

12.5

Approach

36.1

LTR

45.2

Approach

45.2

13.1

12.8

10.8

8.5

19.4

15.6

15.2

3.6

2.6

Approach

17.5

14.5

14.1

7.0

5.0

11.6

6.9

Approach

11.0

6.6

6.7

65.3

66.5

24.5

25.5

Approach

40.3

LTR

24.7

31.7

Approach

24.7

31.7

21.0

16.0

15.9

8.9

11.1

11.9

11.7

16.1

16.9

Approach

11.6

15.9

16.7

3.7

6.0

6.6

9.3

13.5

14.4

Approach

9.2

13.0

13.9

70.1

83.6

77.4

12.2

20.7

19.6

Approach

50.6

54.3

50.5

LTR

39.6

34.4

32.0

Approach

39.6

34.4

32.0

15.7

23.0

22.8

Overall

Traffic Operations Analysis

Delay

12.6

Overall

LOS

Delay

Montauk Highway & Hospital Westerly Driveway / Keith Lane

LOS

13.4

Delay

13.3

Overall

Montauk Highway & Beach Drive / Pease Lane

Build 2024 with Mitigation

Build 2024

Approach WB Montauk Highway & Snedecor Avenue / Pat Drive

No-Build 2024

Table 22- LOS Summary – Signalized Intersections – Summer Weekday PM Peak Hour with Mitigation – Continued

Intersection

Approach

Montauk Highway & Secatogue Lane

Lane Group

Delay

LOS

Delay

LOS

8.6

8.8

Approach

8.6

8.8

3.9

3.8

8.7

9.0

Approach

8.5

8.8

42.1

Approach

42.1

9.6

9.7

9.9

6.5

11.3

11.6

WB NB

Approach

11.3

11.6

20.7

21.4

21.8

Approach

20.7

21.4

21.8

LTR

57.2

Approach

57.2

52.7

55.6

Approach

54.9

17.7

18.2

18.4

SB Overall

Traffic Operations Analysis

Build 2024 with Mitigation

LOS

Overall

Montauk Highway & Wagstaff Lane / Barberry Road

Build 2024

Delay

No-Build 2024

5 Cut-through Traffic Evaluation Gate Lane Residents of the adjacent neighborhood east of the hospital have expressed concerns on past applications regarding cut-through traffic traversing Gate Lane via Beach Drive. Therefore, VHB has conducted an evaluation of potential cut-through traffic on Gate Lane. Based on a review of the surrounding roadway network, it does appear feasible that vehicles may travel through the adjacent neighborhood during times of peak congestion along Beach Drive and Montauk Highway which is typically a result of the high school arrival/departure periods and shift changes at the GSHMC and Our Lady of Consolation nursing and rehab center. Although queues experienced during these times typically dissipate quickly, some motorists may elect to use alternate travel routes. Snedecor Avenue, which provides access to Montauk Highway, connects to Driftwood Drive and then Gate Lane to reach Beach Drive. This route bypasses the western section of Montauk Highway and northern section of Beach Drive. In order to quantify existing cut-through traffic, observations were performed on Thursday, February 13th, 2020 from 2:30-4:30 p.m. and on Friday, February 14 th, 2020 from 6:00-8:00 a.m. These times represent peak activity along Beach Drive and coincide with the shift changes at GSHMC and St. John the Baptist High School arrival and dismissal periods. Traffic entering Gate Lane was tracked from its origin and traffic exiting Gate Lane was tracked to its destination. The peak hours identified during the study were 6:45-7:45 a.m. and 2:30-3:30 p.m. and the results are summarized in Tables 19 and 20 on the following page.

Cut-Through Traffic Evaluation

Table 23 – Traffic Exiting Gate Lane EXITING GATE LANE (WESTBOUND MOVEMENTS) TO:

Time Period

All Hospital Driveways North of the Emergency Dept.

GSHMC Parking Lot Access

OLC Nursing & Rehab Driveway

Other (Marina, School, & Montauk Hwy)

Total

Weekday AM Peak Hour

102

125

Weekday PM Peak Hour

A review of Table 23 shows that, during the a.m. peak hour, of 125 vehicles exiting the westbound approach of Gate Lane at Beach Drive. Eight (8) of these vehicles entered the hospital, 15 vehicles went to the OLC nursing and rehab center and the remaining 102 vehicles went to the marina, high school or proceeded to Montauk Highway. Of all the traffic exiting Gate Lane during the a.m. peak, only 6% of this traffic was destined for the hospital. During the p.m. peak hour, of 38 vehicles exiting westbound approach of Gate Lane at Beach Drive, no vehicles entered the hospital, 12 vehicles went to the nursing and rehab center and the remaining 26 vehicles went to the marina, high school or proceeded to Montauk Highway.

Table 24 – Traffic Entering Gate Lane ENTERING GATE LANE (NBR AND SBL MOVEMENTS) From: Time Period

All Hospital Driveways North of ED

GSHMC Parking Lot Access

OLC Nursing & Rehab

Other (Marina, School, Montauk Hwy)

Total

Weekday AM Peak Hour

Weekday PM Peak Hour

A review of Table 24 shows that, during the weekday a.m. peak hour, of 18 vehicles entering Gate Lane from Beach Drive, 2 of these vehicles originated from the hospital, 5 vehicles originated from the nursing and rehab center and the remaining 11 vehicles originated from the marina, high school or Montauk Highway. Of all the traffic entering Gate Lane during the a.m. peak, only 11% of this traffic (2 vehicles) originated from the hospital. During the p.m. peak hour, of 47 vehicles entering Gate Lane from Beach Drive, 3 vehicles originated from the hospital, 5 vehicles went to the OLC nursing and rehab center and the remaining 39 vehicles went to the marina, high school or proceeded to Montauk Highway. Of all the traffic entering Gate Lane from Beach Drive during the p.m. peak, only 6% of this traffic (3 vehicles) were destined for the hospital.

Cut-Through Traffic Evaluation

In conclusion, it can be said that there is some cut-through traffic present on Gate Lane through the adjacent neighborhood however, the amount of traffic associated with the GSHMC is extremely minimal. While it cannot be confirmed, it could be assumed that a minimal amount of the motorists observed using Gate Lane to access the GSHMC may work at the hospital or may be visiting a patient, therefore this traffic would not be considered cut through traffic. It should be noted that the GSHMC driveway on Beach Lane that provides access to the primary parking lot (approximately 100 feet north of Gate Lane) that is contributing to the cut-through traffic is already channelized to make exiting right turns towards Gate Lane difficult. However, as a result of community outreach and meetings with Town officials the egress driveway from this lot will be permanently removed. Thus, eliminating a significant amount of Hospital traffic from Beach Drive and further reducing the possibility for future cut-through traffic to the adjacent neighborhood via Gate lane. As an additional measure to prevent cut-through traffic to Gate Lane it is recommend that a “No Thru Traffic” sign be installed at the entrance to Gate Lane.

Cut-Through Traffic Evaluation

6 Parking and Circulation Off-Street Parking To evaluate the adequacy of the off-street parking provided, one must have a good understanding of the existing parking demand, the current parking capacity, the users occupying certain parking areas and a means for estimating the future parking demand and comparing it to the parking capacity after the project is completed. A primary focus of this project is to increase the amount of off-street parking provided, as well as to better manage the parking on-site so that the optimal stalls are allocated for visitors and patients and the remote parking areas to the south are allocated to staff. In doing so, parking for employees would be in areas further from the main building entries, such as in the most southerly lot and an enhanced shuttle system would be provided to increase utilization of this parking area. In addition, visitor and patient parking areas on the north side of the hospital would be gated so that employees would not be able to park in them. A more detailed discussion of these parking improvements is further outlined herein. The sections below identify the parking requirements, parking provided, as well as present the parking observations undertaken and the analysis procedures used to determine the adequacy of the off-street parking provided after the project is completed. The changes to the site’s parking layout and circulation are also discussed in detail.

Parking and Circulation

Off-Street Parking Requirements The off-street parking required to support the project is set forth in the Town of Islip’s Zoning Code (Chapter 68, Section 409.2), which stipulates requirements for hospital use as follows: 1 Stall/ Professional Staff + 1 Stall/ 2 General Staff + 1 Stall/ Bed In addition, based upon record site plan approvals, the number of stalls needed for additional Emergency Department stations were calculated as follows: 1 Stall/ Emergency Department Station In order to determine the off-street parking required for the project, the below information was obtained from the Applicant and was utilized to calculate the off-street parking requirements for the project. Good Samaritan Hospital Campus Program Information: 0 – New Licensed Hospital Beds (existing dual occupancy rooms will be converted to single occupancy rooms) 10 - New Professional Staff 25 – New General Staff 11 – New Emergency Department (ED) Stations Utilizing the program information for the project, the off-street parking required for the project was calculated and is outlined below. Parking Required Calculations: (1 Stall/ Prof. Staff x 10 Prof. Staff) + (1 Stall/ 2 Gen. Staff x 25 General Staff) + (1 Stall/ Bed x 0 Beds) + 1 Stall/ED Station x 11 ED Stations) = 34 Stalls Required In addition to the stalls required for the proposed use, the Our Lady of Consolation (OLC) site was granted a parking variance for 320 parking stalls since those stalls were located on the GSHMC campus which is directly adjacent to the OLC site. Therefore these 320 parking stalls will be included in the parking required for the GSHMC site. The 34 stalls required for the project and the 320 stalls required for the OLC site was then added to the number of existing stalls required (1,321) as depicted on the Overall Site Plan prepared by VHB Engineering dated March 12, 2021. Total Parking Required: GSHMC Site: 34 (Proposed Use) + 1,287 (Existing Use) = 1,321 Stalls Required OLC Site: 320 Stalls Required Total Parking Required: 1,321 GSHMC + 320 OLC = 1,641 Stalls

Parking and Circulation

As can be seen above, after the completion of the project, the overall site will require that a total of 1,641 parking stalls be provided to satisfy the Town of Islip’s Parking Code Requirements.

Off-Street Parking Provided Based upon a review of the Overall Layout and Materials Plan found in Appendix F, the GSHMC site provides a total of 2,035 off-street parking stalls, and therefore exceeds the Town’s parking requirement of 1,641 stalls by 394 stalls. While the site exceeds the number of stalls that is required per Town Code, in some instances the Town Code either under- or overestimates the actual amount of off-street parking needed to accommodate the parking demand for the use. In order to ensure the off-street parking required for the project will be adequate, a detailed parking analysis was conducted and is further outlined in the next section of the study.

Parking Analysis To determine the existing parking demand at the Hospital’s campus, VHB conducted a parking survey on Thursday, April 19, 2019 between 10:00 a.m. and 5:00 p.m. This time period was selected to capture typical weekday peak parking demands. During this period, the number of parked vehicles were observed and recorded in 30-minute intervals within a number of discrete areas on-site. As shown in the Table in Appendix E, 1,460 vehicles were observed parked on-site parking during the peak period, which occurred between 12:30 p.m. and 1:00 p.m. Simultaneous parking observations were also conducted on the OLC site to determine if the parking on that site is adequate or do they also rely on off-street parking provided on the GSHMC site. Based on the parking observations, the parking on the OLC site never reached capacity and therefore parking on the GSHMC is not required to support the OLC site. In fact, there were 115 vacant stalls on the OLC site during peak times. In addition to on-site parking observations and parking observations on the OLC site, VHB also conducted simultaneous parking observations in several on-street parking areas surrounding the campus. These observations were conducted to identify areas that hospital staff and visitors may be using in addition to the parking areas located on-site. Observations were also done to determine if employees are currently parking on the local residential streets. The Parking Observation Areas figure found in Appendix E depicts the on-street parking areas that VHB observed. Based upon our observations, it was determined that GSHMC related parking was not occurring on streets other than Beach Drive. In addition, the parking along Beach Drive, that was primarily related to the GSHMC was north of the OLC site. It should be noted that, although no vehicles were observed parking on-street outside of areas were parking is permitted, it is proposed to install several “No Parking Anytime” signs on the west side of Beach Drive from Gate Lane to the ambulance bays of the relocated Emergency Department. According to our observations there were 34 stalls being utilized during peak times on Beach Drive which were assumed to be related to the GSHMC.

Parking and Circulation

Our visual observations further revealed that the OLC patrons and employees were utilizing the 107 on-street stalls on both sides of the street along the frontage of the OLC site. This is primarily because those parking areas are in close proximity to the OLC’s primarily building entries. Combining the total number of vehicles parked on the GSHMC site and the parking onstreet related to the GSHMC indicates the project site has a peak parking demand of 1,494 stalls (1,460 + 34 = 1,494 vehicles). Therefore, the actual peak parking demand is 11.6% higher than the Town’s parking requirement of 1,321 stalls for the GSHMC site. Therefore, it is our opinion that the Town’s parking code slightly underestimates the peak parking demand for hospital use. As noted earlier, the proposed project is expected to generate an additional parking demand of 34 stalls. Since the Town’s code slightly under-estimates that actual peak parking demand we have inflated that number to 40 vehicles, which is a 17% increase. The 40 additional stalls needed to accommodate the project was added to the existing parking demand to determine the future parking demand after the project is completed. Based on our projections, the future parking demand will be approximately 1,544 vehicles (1,494 + 40 = 1,544 Stalls). Since the site will provide a total of 2,035 stalls, it is estimated that even during peak times there would be a surplus of 491 parking stalls onsite. It should be noted that this estimate even assumes that all on-street parking would be shifted on-site. However, that is likely not going to occur since motorists are permitted to park on-street currently. Based on the results of the parking analysis the off-street parking provided will be more than adequate to accommodate the parking demands for the project. While the existing observations indicate that the parking is adequate, it is understood parking on-site appears congested. This is largely due to the site’s layout and the fact that a large portion of the site’s parking (625 stalls) is located at the very southerly end of the site. Since security on campus does not strictly enforce on-site parking restrictions, both employees and visitors share parking in the majority of the parking areas closest to the building. This results in heavy utilization of the parking areas most proximate to the building entrances. In order better utilize all the site’s parking, and allocate preferred stalls for visitors, a parking management system will be implemented and will be further discussed in the next section.

Site Circulation/Parking Management Plan The proposed Overall Site Plan found in Appendix F depicts modifications to the Site’s circulation, access and parking layout. A careful review of the modifications indicates that the configuration of the parking layout in each section of the development, drive aisles, site access points and internal site roadways will provide for adequate on-site circulation. Figure 14 on the following page depicts the existing primary parking areas, their capacity and who the lot is allocated for (visitors, staff, doctors, etc.) Figure 15 depicts how parking lots will be designated after the project is completed. Figure 15 further depicts the capacity of each of the parking lots. A summary of the changes to the Site’s layout and access is also provided below.

Parking and Circulation

MAINTENANCE

DOCTOR

SHARED VISITOR/OUTPATIENT/STAFF PARKING

EMERGENCY DEPARTMENT

VISITOR

STAFF

PARKING ALLOCATION LEGEND

MAINTENANCE

5 6

TOTAL PARKING SPACES

STAFF EMERGENCY DEPARTMENT

Good Samaritan Hospital Medical Center West Islip, New York

Existing Off-Street Parking Areas

Figure 14

VISITOR

SHARED VISITOR/OUTPATIENT/STAFF

USE DOCTOR

LOT NO.

2,015

625

886

288

192

CAPACITY

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Access locations to the hospital will largely remain the same although reconfiguration to some site access points, on-site changes and redesigned parking areas will affect the nature of how the site functions. The most notable changes in access will be the permanent removal of the exit driveway on Beach Drive north of the Hospital and the removal of the egress driveway from the Baxter visitor lot. Also, the hospital easterly driveway will be restriped to permit exiting right-turns only. All entering movements at this location would still be permitted. The location of all other access points will remain the same. Under the future condition, the easterly unsignalized driveway on Montauk Highway will provide access to the Emergency Department patient drop-off area and the relocated visitor parking lot (northwest quadrant of the site), as well as the reconfigured main entrance/drop-off area of the PCP and existing GSHMC. As stated above, the northbound approach of this access will be modified to only permit exiting right-turns under the future condition. The westerly signalized access on Montauk Highway will remain a full access signalized driveway but the flared northbound approach will be reconstructed to provide two defined travel lanes; one left-turn/through lane and one right-turn lane, providing enhanced storage for vehicle queues. This driveway will provide access to the new northern visitor parking lot, the reconfigured main entrance/drop-off of the PCP/GSHMC and all parking facilities south of the hospital. Along the west side of the hospital, the north-south drive aisle and related parking areas will be reconfigured, so more stalls are located on the east side of the drive aisle to reduce pedestrians crossing the main drive aisle. The 89 stalls in this area will be designated for employees, volunteers, security and outpatient use. Just south of the hospital will be a new restricted access parking lot containing 208 parking stalls designated for doctor and select staff use only, accessible only by key card. This parking lot will have a single access point along the north-south drive aisle and will be gate controlled. The main parking area south of the hospital currently shared by outpatients, visitors and employees will be reconfigured and designated solely for visitor use. The lot will be signed to indicate parking is for visitors only and visitor stalls will be marked with different color paint. This lot will further be gated at three locations to ensure only visitors are permitted to park in it. Visitors would be provided validations upon exiting the building, so they do not get charged for parking in this lot. Any employee that parks in this lot (without validation) will be reported to hospital administration. Hospital administrators will then direct them to use the more remote parking at the south end of the site. This parking management technique will ensure the southerly most staff lot is well utilized. This lot would continue to be accessed via the Beach Drive access or via the westerly most north-south drive aisle. The staff parking lot located on the southern portion of hospital property will be accessed via two access points - one is located at the southern terminus of the westerly drive aisle extending from Montauk Highway and the other is via the Baxter visitor lot access on Beach Drive.

Parking and Circulation

The southerly staff lot would be expanded to provide an additional 409 parking stalls for a total of 1,034 parking stalls. Due to its distance from the hospital, this lot is currently served by shuttle service, which would be enhanced under future operations. The enhanced shuttle service would provide six 14-passenger shuttles that run between 5:30 a.m. and Midnight on weekdays to capture peak parking periods. Staff would be permitted to park in all areas on campus during the overnight period and on weekends since parking demands are significantly lower during these time periods. Shuttle would only be used by employees and shuttles would circulate the campus in 5-10 minutes intervals so wait times are low. Bus shelters would also be equipped with call service capabilities in the event service is needed. Additional bus shelters will be installed within the new parking area to provide refuge for staff during inclement weather while waiting for shuttle service. It should be noted that increased shuttle service has recently been implemented in this lot and has been successful in increasing its utilization by staff, thus freeing up parking in the more northerly parking lots. Therefore, it is evidenced that such shuttle enhancements will continue to increase utilization of the most southerly staff lot. The gating of the visitor lot and the reporting of employees that park in it would further increase the utilization of the southerly most staff parking lot. The changes described above are expected to affect travel patterns to and from the site. These changes were accounted for with respect to existing traffic (existing rerouted traffic is depicted in Figures 8 and 9) and also in the site’s trip distribution shown on Figure 10. Visitor travel patterns will remain largely unchanged and will continue to access the site via the two driveways on Montauk Highway, as well as the middle Beach Drive access. Doctors and general staff will access the site via the westerly Montauk Highway access or the Beach Drive middle access. General staff will also have the option to access the staff parking lot via the Baxter Visitor lot access on Beach Drive. However, due to the presence of two gates that they must go through to get to the staff lot most staff would elect to use the west side drive access since it would reduce drive time for them. From an overall perspective the reconfigured and improved parking management plan will increase parking efficiency on-site, will clearly designate parking areas for certain users (visitors, staff, outpatients, etc.) and will also provide enhanced on-site circulation since parking areas and wayfinding signs would be provided to clearly define parking areas and access points. The wayfinding signage has been depicted on the site plans provided in Appendix F of the report. An enhanced shuttle system, greater security, the gating of the northern most visitor parking lots and restricting staff from parking directly adjacent to the hospital will further increase the use of the southernmost staff parking plot. With the above improvements in place, site circulation and access are expected to substantially improve, and employee traffic, Emergency Department traffic and visitor traffic would be better separated from one another, which is preferable from an operational standpoint. Additionally, the parking management plan will ensure better use of all the site’s parking and will provide for more proximate parking for the patients and visitors.

Parking and Circulation

7 Public Transportation Suffolk County Transit (SCT) provides two bus stops within the limits of the site frontage. The first stop is located on Montauk Highway in the eastbound direction along the frontage of the project site, between the easterly site access and Beach Drive. The second stop is located on Montauk Highway in the westbound direction across from the project site, between Milligan Lane and Keith Lane. These stops are served by two Suffolk County Transit bus routes, described below. The SCT bus route (S40) runs along Montauk Highway. The nearest bus stop is located on Montauk Highway along the frontage of the project site. The bus provides service as far east as the Patchogue LIRR station and as far west as the Babylon LIRR station. The SCT bus route (S47) runs along Montauk Highway and the Robert Moses Causeway/State Parkway. The nearest bus stop is located on Montauk Highway along the frontage of the project site. The bus provides service as far west as the Babylon LIRR station and as far as south as Robert Moses State Park. This route is available only during Summer months. Additionally, the S40 and S47 routes provide connectivity with the Babylon station of the Long Island Rail Road. At this location, transfer to the LIRR, as well as additional Suffolk County bus routes (S20, S23, S25, S27, S29 and S42) is possible. The Babylon train station is located approximately 2.5 miles from the Good Samaritan Hospital Medical Center. Based on the above bus service lines, there are adequate alternative mass transit options for both visitors and employees to utilize within close proximity to the site.

Public Transportation

8 Ambulance Routes The proposed Overall Site Plan and related project documents indicate that Emergency Department ambulance receiving area will be relocated north of its current location on Beach Drive. This proposed relocation was reviewed to determine its impact on the existing emergency ambulance route and to assess the configuration of the parking layout, circulation, and drive aisles. According to the proposed plan, the number of bays provided for emergency ambulances would increase from 4 to 6. Ambulances would enter a one-way southbound 18’ drive aisle and back into a stall to park and unload patients. Each stall would measure 10’ x 28’ with approximately a 5’ buffer on the driver’s side of the vehicle to enhance maneuverability around the vehicles. In addition to the 6 emergency ambulance stalls, 4 typical parking stalls would be provided for other emergency vehicles that may follow an ambulance during an incident, such as a police car. A careful review of the proposed plan indicates that the proposed ambulance route will be approximately 850 feet shorter as a result of the relocated Emergency Department which will allow patients to receive emergency care more quickly. Additionally, the increased parking to be provided for ambulances and other emergency vehicles will improve the efficiency of emergency operations. The parking configuration, drive aisle width, and access points will provide for adequate circulation. Lastly, the relocated Emergency Department and shorter ambulance route will provide for greater separation between emergency vehicles and the adjacent residential neighborhood to the south of the Saint John the Baptist School site.

Ambulance Routes

9 Construction Phasing, Traffic & Parking Due to the unique and complex nature of hospital expansion projects, special attention is required during the planning stages as existing facilities must remain operational and the overall site largely unaffected during the construction process. This section will discuss the construction phasing of the project and detail how the site will retain functionality during the expansion process and will evaluate the potential traffic impacts associated with construction vehicle activity. The overall construction process is expected to be completed in 5 phases, and to the extent practical would be undertaken concurrently with the implementation of a Flood Mitigation Plan designed by P.W. Grosser Consulting Engineer and Hydrogeologist, P.C. which were filed under a separate application with the Town of Islip. A copy of the Maintenance and Protection of Traffic Plans that depict the 5 phases of construction are included in Appendix H for reference. The Flood Mitigation Plan will include the expansion of existing drainage capacity, as well as the construction of a recharge basin, flood wall, and spillway on the southern limits of the parcel. These features will be connected to emergency pump systems and stormwater piping to evacuate water from the GSHMC and OLC sites in the event of a flood. The construction and installation of this system would be integrated, to the extent practical with the construction activities of the PCP and other related parking improvements south of the main hospital building The construction of the PCP and relocation of the Emergency Department north of the existing hospital will displace existing parking. Therefore, prior to the construction of the

Construction Phasing, Traffic and Parking

PCP, the expansion and modification/formalization of the parking areas south of the hospital will be undertaken. The first phase of construction will be to expand and improve the staff lot located on the southernmost portion of the site. This parking area will be expanded to the south and west and will provide an additional 409 stalls for an overall total of 1,034 parking stalls. The southerly lot is being expanded as part of the first phase of the project in order to accommodate displaced parking when the PCP building is constructed and for construction worker parking. The lot will also provide a total of 6 bus shelters, 2 of which will be new and will be utilized during construction. This phase will also incorporate the excavation of the recharge basin, installation of the head end and stormwater pipe, removal of unsuitable soils and demolition debris and construction of the expanded portions of the parking lot. The portions of Phase 1 that will generate trucks trips are anticipated to occur over a 128 working day period. The construction area for Phase 1 would be accessed by a proposed temporary construction access on Beach Drive at the southerly end of the South Staff Parking Lot as depicted on Drawing M-101 in Appendix H. Based upon estimates received from the Construction Manager for the project, material will be hauled using 10, 20 and 30-yard dump trucks. Additionally, they have estimated that during these peak activities there could be 15 trucks needed per day, which would result in 30 truck trips per day. This results in an average of approximately 3.75 trucks trips (rounded to 4 trips) during any one hour of an 8-hour workday. These 4 truck trips would be comprised of 2 entering trips and 2 exiting trips. The 4 trips per hour generated by construction activities during this phase is much lower than the peak number of vehicle trips anticipated once the project is operational. Therefore, this construction phase does not trigger the need for additional analysis, as such increases in trips are not expected to cause impacts to the surrounding roadway system. Phase 2 of construction will begin after the completion of Phase 1 and will consist of the expansion of the drainage system surrounding the OLC, the installation of pumping stations and valve vaults and the construction of a flood wall around the perimeter of the OLC building. Phases 4A and 4B will also occur simultaneously with Phase 2. Phase 4A will be comprised of the reconstruction of the parking area and north-south drive aisle on the west side of the hospital and Phase 4B consists of utility and drainage work on the east side of the hospital along Beach Drive. The temporary construction access from Phase 1 will be maintained for Phases 2 and 4A, and access for Phase 4B will be from Beach Drive immediately adjacent to the work. The portions of Phases 2, 4A and 4B that will generate trucks trips are anticipated to occur over 85 working days. Based upon estimates received from the Construction Manager for the project for these three phases, material will be hauled using 10, 20 and 30-yard dump trucks. Additionally, they have estimated that during these peak activities there could be 22 trucks needed per day, which would result in 44 truck trips per day. This results in an average of approximately 5.5 trucks trips (rounded to 6 trips) during any one hour of an 8-hour workday. These 6 truck trips would be comprised of 3 entering trips and 3 exiting trips. The 6 trips per hour generated by construction activities during this phase is lower than

Construction Phasing, Traffic and Parking

the peak number of vehicle trips anticipated once the project is operational. Therefore, this construction phase does not trigger the need for additional analysis. Phase 3 of construction will begin after the completion of Phases 2, 4A and 4B and will consist of the modification and formalization of the main parking area south of the hospital to realign the main drive aisle and construct curbs to create formal borders between designated parking areas, including the new Doctor parking lot. This phase of construction is anticipated to last 118 working days. Based upon estimates received from the Construction Manager for the project, material will be hauled for Phase 3 using 10, 20 and 30-yard dump trucks. Additionally, they have estimated that during these peak activities there could be 15 trucks needed per day, which would result in 30 truck trips per day. This results in an average of approximately 3.75 trucks trips (rounded to 4 trips) during any one hour of an 8-hour workday. These 4 truck trips would be comprised of 2 entering trips and 2 exiting trips. The 4 trips per hour generated by construction activities during this phase is lower than the peak number of vehicle trips anticipated once the project is operational. Therefore, this construction phase does not trigger the need for additional analysis, as such increases in trips are not expected to cause impacts to the surrounding roadway system. Lastly, the PCP and new Emergency Department will be constructed on the north side of the hospital, and the site improvements are anticipated to occur over approximately 140 working days. During this phase of construction, all parking on the north side of the hospital will be temporarily unavailable due to construction activities and staging. The easterly most driveway along Montauk highway would also be temporarily closed. However, the westerly most drive aisle would be preserved during this phase of construction and the main entrance to the hospital would be relocated to the south side of the main hospital building, where one currently exists today. All visitors who parked in the two most northerly parking lots would be directed to park on the south side of the main hospital and all staff would be directed to park in the southerly most staff parking lot which was constructed as part of Phase 1. Shuttle service will also be enhanced in expectation of higher than normal usage of the southern parking area. Construction workers would also be directed to park in the southerly most parking lot. Based upon estimates received from the Construction Manager for the project, during these peak activities there could be 10 trucks needed per day, which would result in 20 truck trips per day. This results in an average of approximately 2.5 trucks trips (rounded to 3 trips) during any one hour of an 8-hour workday. These 3 truck trips would be comprised of 2 entering trips and 1 exiting trip. The 3 trips per hour generated by construction activities during this phase is lower than the peak number of vehicle trips anticipated once the project is operational. Therefore, this construction phase does not trigger the need for additional analysis and impacts to the surrounding roadway system are not anticipated. During the fit-out of the PCP phase is when there would be a large need for construction workers on-site. During this phase it is expected that there would be 200-250 workers onsite. As with other phases, their general working hours will be between 7:00 a.m. and 3:00

Construction Phasing, Traffic and Parking

p.m. Therefore, these workers will generally arrive at the site prior to the a.m. roadway peak and would depart the site prior to the p.m. roadway peak. Carpooling will also be encouraged in an effort to minimize construction related trips. Since peak construction worker trips would not generally coincide with the peak hours of traffic no rigorous traffic analyses are warranted. It should be noted that the Maintenance and Protection of Traffic Control Plans prepared for the project indicate that traffic along the west side drive is to maintained at all times in order to provide access to parking areas on-site and to reduce possibility of increased utilization of Beach Drive during all phases of construction.

Construction Parking Since each of the 5 construction phases will displace on-site parking, as well as would create additional parking demand due to the presence of construction workers, it is necessary to determine if there will be adequate parking available for the hospital staff, visitors and the construction workers during each of the five phases. Below is a summary of each phase and the parking that would be available to the hospital and construction workers during construction activities. Phase 1 – Southerly Staff Lot and Flood Mitigation Improvements During this phase of construction there would be approximately 90 stalls lost due to construction activities and staging areas based on Drawing M-101 found in Appendix H. Additionally, during this phase there would be the need for 15 stalls to accommodate construction worker parking. As indicated in the parking analysis, during peak times there were 571 vacant stalls on-site. The 571 vacant stalls would be more than adequate to accommodate the loss of 105 stalls during this phase (90 stalls + 15 stalls = 105 stalls). In fact, there would still be 466 vacant stalls available to hospital staff and visitors during peak times. Additionally, upon completion of the expansion of the Southerly Staff Parking Lot, the site would provide 409 more stalls that could be utilized for subsequent phases of construction. This phase was planned first since it resulted in the largest surplus of parking on-site which would alleviate parking impacts associated with subsequent phases of construction. Upon completion of Phase 1, the number of vacant stalls during peak times would increase to 980 stalls (571 existing vacant stalls + 409 new stalls = 980 stalls). Phases 2, 4A & 4B – OLC Drainage Improvements, Beach Drive Utility and Drainage Improvements and West Side Parking Improvements: During these three phases of construction, which would run concurrently, there would be approximately 259 stalls lost due to construction activities and staging areas based on Drawings M-102 and M-104 found in Appendix H. Additionally, there would be the need for 35 stalls to accommodate construction worker parking. As indicated above, after Phase 1 is completed it is estimated that there would be 980 vacant stalls available to accommodate the loss of these 294 stalls (259 stalls +35 stalls = 294 stalls). Based on our estimates, there would still be approximately 686 vacant stalls (980 stalls -259 stalls = 686

Construction Phasing, Traffic and Parking

stalls) available for hospital staff and visitors during peak times when construction activities are underway. Upon completion of these three concurrent phases there would be a slight decrease of 23 stalls due to the reconfiguration and separation of parking areas. This would result in 23 less vacant stalls available to hospitals staff and visitors for the next phase of construction. Based on our estimates, there would still be approximately 957 vacant stalls (980 stalls 23 stalls = 957 stalls) available to hospital staff and visitors during peak times when construction activities are underway. Phases 3 – Parking and Drive Aisle Improvements South of the Main Hospital: During Phase 3 there would be approximately 373 stalls lost due to construction activities and staging areas based on Drawing M-103 found in Appendix H. Additionally, there would be the need for 15 stalls to accommodate construction worker parking. As indicated above, after Phases 2, 4A and 4B are completed it is estimated that there would be 957 vacant stalls available to accommodate the loss of these 388 stalls (373 stalls +15 stalls). Based on our estimates, there would still be approximately 569 vacant stalls (957 stalls -388 stalls = 569 stalls) available to hospital staff and visitors during peak times when construction activities are underway. Upon completion of Phase 3 there would be a decrease of 62 stalls due to the reconfiguration and separation of parking areas. This would result in 62 less vacant stalls available to hospitals staff and visitors for the next phase of Construction. Based on our estimates, there would still be approximately 895 vacant stalls (957 stalls - 62 stalls = 895 stalls) available to hospital staff and visitors during peak times when construction activities are underway. Phase 5 – Construction of the PCP and Northerly Parking Area Improvements: During Phase 5 there would be approximately 480 stalls lost due to construction activities and staging areas based on Drawing PC-1 found in Appendix H. Additionally, there would be the need for 200 to 250 stalls to accommodate construction worker parking. As indicated above, after Phase 3 is completed it is estimated that there would be 895 vacant stalls available to accommodate the loss of these 730 stalls (480 stalls + 250 stalls = 730 stalls). Based on our estimates, there would still be approximately 165 vacant stalls (895 stalls - 730 stalls = 165 stalls) available to hospital staff and visitors during peak times when construction activities are underway. Since during this phase the number of stalls available during construction is only 165 stalls, GSHMC will implement a more robust valet system for guests and will utilize security to ensure all staff is directed to the most southerly staff lot. Additionally, all construction workers, during all phases will be directed to park in the most southerly staff lot and will utilize their own shuttle service so employees are separated from construction workers. It should be noted that staff due the COVID-19 Pandemic have been recently required to park in the most southerly parking lot and it has been successful in freeing up parking areas on the northerly sections of the site. Therefore, the requirement of staff to use this lot will be a relatively easy transition.

Construction Phasing, Traffic and Parking

Based on the results of this construction parking analysis it has been determined the parking on-site will be adequate to accommodate the parking demands during all phases of construction and parking will not spillover onto the adjacent roadways. In addition, based on the parking projections, the amount parking provided on site would be significantly more than is provided currently. The only exception to this is during Phase 5. However, as noted above, the Applicant will utilize valet parking to maximize parking and will direct staff to utilize the most southerly staff parking lot to ensure the northerly most lots are available for visitors and valet parking.

Construction Phasing, Traffic and Parking

10 Conclusions Based on the results of the typical and summertime analyses conducted for the purpose of this report, VHB has arrived at the following conclusions: The proposed action will generate a moderate number of new trips during the weekday a.m., weekday p.m. and Saturday midday peak periods. The proposed action will result in minor changes to traffic patterns surrounding the site and at the site’s access points due to the changes in the site’s layout, access reconfiguration and the proposed parking management plan. Apart from individual movements at the intersection of Montauk Highway and Beach Lane/Pease Lane during the typical weekday a.m. peak period, and individual movements at the intersection of Montauk Highway and Hospital Westerly Driveway/Keith Lane during the summertime weekday p.m. peak period, all the other study intersections will continue to operate at acceptable levels of service with minimal increases to vehicle delay due to the proposed project. Upon implementation of the proposed mitigation measures during the typical weekday a.m. peak period at Montauk Highway and Beach Drive/Pease Lane and during the summertime weekday p.m. peak period, which incorporates signal timing adjustments at both locations, and adjustments to the signal system offsets during the typical weekday a.m. peak period, operations return to No-Build Condition levels. The traffic associated with the proposed development is not expected to result in a significant change in the rate or severity of accidents within the project area. The loading dock will remain it its current location and because the project will not result in an increase of beds, deliveries and operations will remain at current levels and no potential impacts are anticipated. The results of a cut-through evaluation performed for Gate Lane indicate that the levels of cut-through traffic which may be associated with the hospital are minimal.

It should be noted that the GSHMC driveway on Beach Lane that provides access to the primary parking lot that is contributing to the cut-through traffic is already channelized to make right turns towards Gate Lane difficult. However, as a result of community outreach and meetings with Town officials the egress driveway from this lot will be permanently removed. Thus, eliminating a significant amount of Hospital traffic from Beach Drive and further reducing the possibility for future cut-through traffic to the adjacent neighborhood via Gate lane. As an additional measure to prevent cut-through traffic to Gate Lane it is recommend that a “No Thru Traffic” sign be installed at the entrance to Gate Lane. A detailed parking analysis was conducted, and it was concluded that the 2,035 offstreet parking stalls provided would be more than adequate to accommodate the additional parking demand associated with the project, and parking will not spillover onto the surrounding roadway network. A careful review of the Overall Layout and Materials Plan shows that the configuration of the parking layout in each section of the campus, site access, internal roadways and drive aisles will provide for adequate on-site circulation. Furthermore, the revised and updated parking management plan will clearly define parking areas, provide enhanced on-site mobility and provide additional parking capacity. Adequate nearby public transportation options are available for both hospital staff and visitors. The relocated Emergency Department, further north on Beach Drive, will shorten ambulance routes allowing patients to receive emergency care more quickly. The new ambulance loop will provide enhanced circulation, additional ambulance bays and additional parking stalls for emergency support vehicles. The new location of the Emergency Department and ambulance loop will also provide additional separation between emergency vehicles and other motorists visiting the Emergency Department which is preferred. It is recommended that the most southerly staff lot be expanded during Phase 1 of the project to provide for adequate parking for construction workers and employee/visitor parking displaced by construction activities in subsequent phases of the project. The traffic associated with construction activities is not anticipated to significantly impact traffic conditions within the study area. Upon implementation of the recommended mitigation measures, the proposed project will not have a significant impact on the surrounding roadway network. The reconfiguration and elimination of site access points along Beach Drive will significantly lower Hospital related traffic on this roadway. In addition, the reconfigured and expanded parking areas will provide for adequate off-street parking to accommodate the existing parking demand, as well as the future parking demand associated with the new PCP and Emergency Department facilities. \\vhb.com\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV-T\Reports\26435.03-Revisedt TIS w Summer Analysis 20210312.docx

Appendix A

Description Traffic Volume Count Data

Appendix

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

854

995

Peak Hour 7:00 AM to 8:00 AM PHF % HV

104 102 193 205 213 189 152 149 130 120

1 2 3 1 0 4 2 2 0 3 800

Thru

Left

U-Turn

6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

Start Time

Eastbound

8 46

800

3 5 9 10 10 17 9 8 9 13

Right

854

108 109 205 216 223 210 163 159 139 136

Total

U-Turn

171

231

946

170

220 310 215 255 259 217 185 170 147 222

11 21 25 59 41 45 32 27 31 25

Thru

Left

Westbound

126

1 5 7 4 6 4 9 3 3 5

Right

1,137

232 336 247 318 306 266 226 200 181 252

Total

1 13 9 7 8 12 12 11 13 14

Left

3 0 0 2 4 3 0 5 8 4

Thru

171

126

170

946

17 28 36 30 43 62 60 40 61 53

13 15 27 21 31 47 48 24 40 35

10%

Total

Right

Northbound

Montauk Highway (NY 27A) at Snedecor Avenue / Pat Drive West Islip, NY

Snededcor Avenue

TRAFFIC VOLUME DATA

Pat Drive

0 1 0 4 4 7 5 4 10 1

Thru

2 6 2 3 5 3 5 1 3 5

12 19 21 25 28 20 22 22 22 19

992

1,137

2,256 0.94

369 492 509 589 600 558 471 421 403 460

2/25/2020

Time: 7:00 AM to 8:00 AM

AM PEAK HOUR DATA

Montauk Highway (NY 27A)

10 12 19 18 19 10 12 17 9 13

Left

1,959 2,190 2,256 2,218 2,050 1,853 1,755

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

1,12

956

Peak Hour 2:30 PM to 3:30 PM PHF % HV

210 275 343 253 214 172 254 236 237 238 317 261 268 224

1 5 0 1 2 3 0 4 0 3 2 4 2 2 1,081

Thru

Left

U-Turn

2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

Start Time

Eastbound

7 36

1,081

12 7 12 5 12 8 10 3 10 11 9 16 16 10

Right

151

1,124 4%

259 230 189 213 239 239 269 215 253 224 261 228 195 202

46 51 26 28 21 24 21 24 23 28 37 41 35 32

238

213

891

Thru

Left

U-Turn

223 287 355 259 228 183 264 243 247 252 328 281 286 236

Total

Westbound

170

11 23 17 20 24 17 27 21 27 25 31 18 22 21

Right

1,113

316 304 232 261 284 280 317 260 303 277 329 287 252 255

Total

7 7 25 10 7 8 9 11 11 12 6 10 10 6

Left

5 3 3 8 1 4 2 3 1 1 4 2 4 2

Thru

238

170

151

891

36 47 92 63 37 29 36 27 37 35 27 43 46 24

24 37 64 45 29 17 25 13 25 22 17 31 32 16

Total

Right

Northbound

Montauk Highway (NY 27A) at Snedecor Avenue / Pat Drive West Islip, NY

Snededcor Avenue

TRAFFIC VOLUME DATA

Pat Drive

5 10 6 5 2 1 0 3 1 3 5 6 1 5

Thru

4 3 3 6 2 2 5 3 2 8 4 6 5 3

19 26 26 25 16 18 20 17 14 31 24 24 21 22

1,305

1,113

2,571 0.91

594 664 705 608 565 510 637 547 601 595 708 635 605 537

2/25/2020

Time: 2:30 PM to 3:30 PM

PM PEAK HOUR DATA

Montauk Highway (NY 27A)

10 13 17 14 12 15 15 11 11 20 15 12 15 14

Left

2,571 2,542 2,388 2,320 2,259 2,295 2,380 2,451 2,539 2,543 2,485

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

805

748

Peak Hour 11:45 AM to 12:45 PM PHF % HV

146 158 186 195 197 184 181 165 206 202 179 165

8 1 2 8 1 2 1 2 4 1 2 1 757

Thru

Left

U-Turn

11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM

Start Time

Eastbound

12 36

757

5 7 9 9 10 7 10 6 3 7 6 8

Right

805

159 166 197 212 208 193 192 173 213 210 187 174

Total

U-Turn

140

129

702

153 168 172 168 148 215 171 171 166 185 178 180

11 21 21 19 17 24 23 12 27 13 18 12

Thru

Left

Westbound

106

15 15 12 14 8 15 9 14 11 12 11 8

Right

831

179 204 205 201 173 254 203 197 204 210 207 200

Total

6 5 8 10 5 3 11 4 5 6 5 6

Left

1 5 1 0 1 2 2 2 2 1 1 2

Thru

140

106

702

21 33 30 42 26 33 39 26 27 32 233 229

14 23 21 32 20 28 26 20 20 25 20 21

Total

Right

Northbound

Montauk Highway (NY 27A) at Snedecor Avenue / Pat Drive West Islip, NY

Snededcor Avenue

TRAFFIC VOLUME DATA

Pat Drive

2 3 4 3 1 5 1 1 1 4 1 0

Thru

8 4 4 4 5 5 3 4 3 2 3 1

23 20 29 21 17 27 31 21 16 16 250 239

932

831

1,872 0.92

382 423 461 476 424 507 465 417 460 468 267 249

1,742 1,784 1,868 1,872 1,813 1,849 1,810 1,612 1,444

2/25/2020

Time: 11:45 AM to 12:45 PM

SATURDAY PEAK HOUR DATA

Montauk Highway (NY 27A)

13 13 21 14 11 17 27 16 12 10 13 9

Left

Date Collected: 9/14/19 (Saturday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

685

774

Peak Hour 6:45 AM to 7:45 AM PHF % HV

89 96 149 133 127 153 150 139 113 129

1 0 1 2 0 0 1 0 3 1 505

Thru

Left

U-Turn

6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

Start Time

Eastbound

177

505

177

19 36 20 59 62 12 17 20 15 10

Right

685

109 132 170 194 189 165 168 159 131 140

Total

U-Turn

322

74 104 67 78 73 63 37 23 27 35

Left

Right

0 4 3 5 11 0 2 1 4 5 23

Thru

121 226 158 120 141 178 154 139 156 178 645

Westbound 10 15 24 25 55 22 14 16 11 13 119

195 334 228 203 225 241 193 163 187 218 990

289

119

549

Left

Total

166

2 2 1 1 0 0 0 0 0 1

Thru

166

9 9 50 56 51 34 17 9 20 11

Right

Northbound

Montauk Highway (NY 27A) at Beach Drive / Pease Lane West Islip, NY

Beach Drive

TRAFFIC VOLUME DATA

Pease Lane

322

645

19%

289

21 26 75 82 106 56 31 25 31 25

Total

4 10 11 8 7 5 11 7 6 3

Left

2 4 1 4 1 1 0 0 3 2

8 22 18 23 33 8 12 10 14 7

707

990

2,060 0.93

333 514 491 502 553 470 404 357 363 390

2/25/2020

Time: 6:45 AM to 7:45 AM

AM PEAK HOUR DATA

Montauk Highway (NY 27A)

2 8 6 11 25 2 1 3 5 2

Thru

1,840 2,060 2,016 1,929 1,784 1,594 1,514

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

924

Peak Hour 4:30 PM to 5:30 PM PHF % HV

159 167 210 178 143 161 174 186 182 200 202 222 187 202

3 3 5 1 1 6 2 4 1 1 1 4 3 1 806

Thru

Left

U-Turn

2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

Start Time

Eastbound

111

806

111

36 26 19 20 18 17 22 24 34 34 21 22 26 23

Right

924

198 196 234 199 162 184 198 214 217 235 224 248 216 226

Total

U-Turn

180

67 47 16 25 35 44 36 43 40 52 45 43 20 27

Left

Right

7 6 3 4 7 6 10 9 2 4 5 6 3 3 17

Thru

175 210 173 205 188 206 194 205 205 198 199 204 184 191 806

Westbound 40 39 48 33 14 25 31 29 25 23 35 23 36 14 106

249 263 192 234 230 256 240 257 247 254 249 253 207 221 1,003

327

106

304

Left

Total

208

1 3 7 2 5 1 2 4 1 2 7 3 3 3

Thru

208

56 71 120 76 57 37 88 53 43 37 75 53 43 30

Right

Northbound

Montauk Highway (NY 27A) at Beach Drive / Pease Lane West Islip, NY

Beach Drive

TRAFFIC VOLUME DATA

Pease Lane

180

806

327

97 113 175 111 76 63 121 86 69 62 117 79 82 47

Total

3 3 4 3 2 7 7 7 6 8 5 2 6 4

Left

2 3 3 1 3 3 2 3 4 2 2 4 3 1

7 9 8 7 10 12 10 17 13 12 11 10 11 7

1,035

1,003

2,300 0.96

551 581 609 551 478 515 569 574 546 563 601 590 516 501

2/25/2020

Time: 4:30 PM to 5:30 PM

PM PEAK HOUR DATA

Montauk Highway (NY 27A)

2 3 1 3 5 2 1 7 3 2 4 4 2 2

Thru

2,292 2,219 2,153 2,113 2,136 2,204 2,252 2,284 2,300 2,270 2,208

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

764

714

Peak Hour 11:30 AM to 12:30 PM PHF % HV

134 141 179 165 169 160 153 139 178 172 142 142

7 4 5 2 2 3 1 4 2 4 2 4 673

Thru

Left

U-Turn

11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM

Start Time

Eastbound

673

22 25 25 16 20 18 19 27 18 20 19 16

Right

764

163 170 209 183 191 181 173 170 198 196 163 162

Total

U-Turn

13 16 29 17 21 25 25 13 19 23 12 15

Left

Right

5 5 3 2 6 4 5 2 5 6 1 3 15

Thru

145 163 146 158 131 187 153 165 145 154 172 166 622

Westbound 18 17 16 23 20 22 26 15 18 22 20 25 81

163 184 178 177 158 216 183 180 169 183 185 184 729

187

183

Left

Total

5 2 2 2 4 5 4 0 1 1 1 3

Thru

12 13 13 32 25 23 32 16 33 31 26 17

Right

Northbound

Montauk Highway (NY 27A) at Beach Drive / Pease Lane West Islip, NY

Beach Drive

TRAFFIC VOLUME DATA

Pease Lane

622

187

35 32 31 57 49 50 62 31 52 54 47 45

Total

6 6 7 3 9 5 3 6 4 4 6 8

Left

2 1 2 5 1 3 2 4 3 3 1 2

11 11 13 13 12 9 6 11 7 10 11 12

790

729

1,727 0.95

372 397 431 430 410 456 424 392 426 443 406 403

1,630 1,668 1,727 1,720 1,682 1,698 1,685 1,667 1,678

2/25/2020

Time: 11:30 AM to 12:30 PM

SATURDAY PEAK HOUR DATA

Montauk Highway (NY 27A)

3 4 4 5 2 1 1 1 0 3 4 2

Thru

Date Collected: 9/14/19 (Saturday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

683

642

Peak Hour 6:45 AM to 7:45 AM PHF % HV

108 132 163 184 184 156 163 152 114 148

0 0 0 0 0 0 0 0 0 0 663

Thru

Left

U-Turn

Eastbound

6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

Start Time

10 7 5 3 5 4 6 2 6 6

0 20

663

Right

683 0.90 6%

118 139 168 187 189 160 169 154 120 154

Total

U-Turn

168

613

148

109 183 135 128 167 151 157 128 147 173

43 60 30 31 27 33 17 15 11 13

Thru

Left

Westbound

0 2 2 1 6 4 5 7 7 8

Right

772 0.79 6%

152 245 167 160 200 188 179 150 165 194

Total

2 1 2 4 1 1 0 2 1 1

Left

0 0 0 0 0 0 0 0 0 0

Thru

12 5 7 14 7 9 6 7 6 4 33 0.59 3%

10 4 5 10 6 8 6 5 5 3 25

148

613

Total

Right

Northbound

Montauk Highway (NY 27A) at Milligan Lane / Hospital Driveway West Islip, NY

Hospital Driveway

TRAFFIC VOLUME DATA

Milligan Lane

0 0 0 0 0 0 0 0 0 0

Thru

1 6 7 3 5 2 4 3 6 4

21 0.75 4%

1 6 7 3 5 2 4 3 6 4

688

772

1,509 0.94

283 395 349 364 401 359 358 314 297 356

3/13/2020

Time: 6:45 AM to 7:45 AM

AM PEAK HOUR DATA

Montauk Highway (NY 27A)

Left

1,391 1,509 1,473 1,482 1,432 1,328 1,325

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

890

901

Peak Hour 4:30 PM to 5:30 PM PHF % HV

184 190 200 175 150 173 183 198 209 219 205 231 207 208

0 0 0 0 0 0 0 0 0 0 0 0 0 0 864

Thru

Left

U-Turn

Eastbound

2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

Start Time

6 9 4 3 2 3 4 2 6 7 6 7 4 5

0 26

864

Right

890 0.93 3%

190 199 204 178 152 176 187 200 215 226 211 238 211 213

Total

U-Turn

869

193 212 206 226 190 216 214 204 218 204 236 211 215 182

19 29 10 13 12 9 13 12 12 11 7 11 9 17

Thru

Left

Westbound

7 6 8 4 9 7 4 4 7 7 3 8 4 7

Right

935 0.95 4%

219 247 224 243 211 232 231 220 237 222 246 230 228 206

Total

3 3 6 5 0 0 2 1 2 2 1 1 1 5

Left

0 0 0 0 0 0 0 0 0 0 0 0 0 0

Thru

7 18 31 26 12 6 13 17 18 15 16 8 16 26 57 0.79 1%

4 15 25 21 12 6 11 16 16 13 15 7 15 21 51

869

Total

Right

Northbound

Montauk Highway (NY 27A) at Milligan Lane / Hospital Driveway West Islip, NY

Hospital Driveway

TRAFFIC VOLUME DATA

Milligan Lane

0 0 0 0 0 0 0 0 0 0 0 0 0 0

Thru

4 6 6 8 4 5 9 6 5 5 10 6 9 7

26 0.65 3%

4 6 6 8 4 5 9 6 5 5 10 6 9 7

915

935

1,908 0.99

420 470 465 455 379 419 440 443 475 468 483 482 464 452

3/13/2020

Time: 4:30 PM to 5:30 PM

PM PEAK HOUR DATA

Montauk Highway (NY 27A)

Left

1,810 1,769 1,718 1,693 1,681 1,777 1,826 1,869 1,908 1,897 1,881

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

711

693

Peak Hour 12:15 PM to 1:15 PM PHF % HV

151 180 209 191 164 178 154 168 189 180 156 160

0 0 0 0 0 0 0 0 0 0 0 0 689

Thru

Left

U-Turn

Eastbound

11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM

Start Time

9 4 4 4 4 10 4 7 1 10 8 2

0 22

689

Right

711 0.94 2%

160 184 213 195 168 188 158 175 190 190 164 162

Total

U-Turn

669

132 180 147 146 154 193 167 157 152 165 186 180

12 12 12 16 11 15 14 16 16 16 12 11

Thru

Left

Westbound

1 5 2 8 1 4 4 5 3 4 0 4

Right

746 0.88 2%

145 197 161 170 166 212 185 178 171 185 198 195

Total

2 3 1 7 2 1 8 2 0 5 5 3

Left

0 0 0 0 0 0 0 0 0 0 0 0

Thru

8 5 5 12 7 10 26 11 12 11 11 12 59 0.57 1%

6 2 4 5 5 9 18 9 12 6 6 9 48

669

Total

Right

Northbound

Montauk Highway (NY 27A) at Milligan Lane / Hospital Driveway West Islip, NY

Hospital Driveway

TRAFFIC VOLUME DATA

Milligan Lane

0 0 0 0 0 0 0 0 0 0 0 0

Thru

3 5 5 8 4 2 2 8 1 1 2 7

13 0.41 4%

3 5 5 8 4 2 2 8 1 1 2 7

737

746

1,529 0.93

316 391 384 385 345 412 371 372 374 387 375 376

3/13/2020

Time: 12:15 PM to 1:15 PM

SATURDAY PEAK HOUR DATA

Montauk Highway (NY 27A)

Left

1,476 1,505 1,526 1,513 1,500 1,529 1,504 1,508 1,512

Date Collected: 9/14/19 (Saturday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

729

535

Peak Hour 6:45 AM to 7:45 AM PHF % HV

91 121 137 175 156 136 133 134 116 123

2 8 8 3 4 9 4 5 1 9 589

Thru

Left

U-Turn

6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

Start Time

Eastbound

117

35 53 18 24 22 30 12 20 9 11

Right

729

128 182 163 202 182 175 149 159 126 143

Total

117

589

U-Turn

53 119 124 96 126 132 123 120 122 142 465

35 59 27 16 37 29 12 13 12 11 139

Thru

Left

277

5 6 4 5 9 4 11 8 9 10

Right

114

Westbound

628

93 184 155 117 172 165 146 141 143 163

Total

6 1 15 12 14 13 14 7 6 12

Left

2 5 11 3 10 5 11 7 5 3 29

0 0 3 1 1 3 3 3 1 1 5

139

465

Right

Thru

Northbound

Montauk Highway (NY 27A) at Keith lane / Hospital Driveway West Islip, NY

Hospital Driveway

TRAFFIC VOLUME DATA

Keith Lane

8 6 29 16 25 21 28 17 12 16

Total

5 7 2 3 9 3 2 0 0 1

Thru

6 8 11 6 3 7 7 1 8 6

114

27 26 31 21 36 31 35 19 19 26

683

628

1,547 0.93

256 398 378 356 415 392 358 336 300 348

2/25/2020

Time: 6:45 AM to 7:45 AM

AM PEAK HOUR DATA

Montauk Highway (NY 27A)

16 11 18 12 24 21 26 18 11 19

Left

1,388 1,547 1,541 1,521 1,501 1,386 1,342

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

854

875

Peak Hour 4:30 PM to 5:30 PM PHF % HV

169 180 165 139 133 168 137 177 184 198 181 212 172 180

9 5 15 12 4 5 9 12 9 9 11 18 10 7 775

Thru

Left

U-Turn

2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

Start Time

Eastbound

11 25 9 8 4 15 15 8 5 11 4 12 7 5

Right

854

189 210 189 159 141 188 161 197 198 218 196 242 189 192

Total

47 32

775

U-Turn

145 202 182 210 168 182 187 206 184 193 199 187 193 180 763

11 20 9 7 9 13 3 7 1 7 6 5 4 4 19

Thru

Left

132

148

19 14 24 20 24 19 21 18 23 23 24 23 24 23

Right

113

Westbound

875

175 236 215 237 201 214 211 231 208 223 229 215 221 207

Total

11 10 51 26 19 10 33 12 13 12 17 17 5 12

Left

17 15 35 28 8 6 30 13 18 16 19 12 9 10 65

0 4 9 10 4 2 3 3 4 0 1 3 1 0 8

763

Right

Thru

Northbound

Montauk Highway (NY 27A) at Keith lane / Hospital Driveway West Islip, NY

Hospital Driveway

TRAFFIC VOLUME DATA

Keith Lane

132

28 29 95 64 31 18 66 28 35 28 37 32 15 22

Total

6 5 0 1 1 1 2 2 0 1 0 0 1 0

Thru

3 12 12 6 7 9 7 11 11 15 13 14 11 9

113

27 26 27 20 15 14 19 27 20 29 34 30 35 25

899

875

1,974 0.95

419 501 526 480 388 434 457 483 461 498 496 519 460 446

2/25/2020

Time: 4:30 PM to 5:30 PM

PM PEAK HOUR DATA

Montauk Highway (NY 27A)

18 9 15 13 7 4 10 14 9 13 21 16 23 16

Left

1,926 1,895 1,828 1,759 1,762 1,835 1,899 1,938 1,974 1,973 1,921

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

697

722

Peak Hour 1:00 PM to 2:00 PM PHF % HV

143 156 199 168 154 169 148 151 168 168 140 146

10 13 15 6 13 11 9 8 8 16 10 10 622

Thru

Left

U-Turn

11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM

Start Time

Eastbound

5 8 5 7 10 3 4 7 11 8 5 7

Right

697

158 177 219 181 177 183 161 166 187 192 155 163

Total

44 31

622

U-Turn

138 148 147 153 134 178 150 147 142 159 163 169 633

2 3 4 0 2 3 6 7 2 2 1 3 8

Thru

Left

120

11 18 16 17 12 15 19 19 10 13 24 25

Right

132

Westbound

713

151 169 167 170 148 196 175 173 154 174 188 197

Total

2 7 1 8 6 6 5 5 11 9 5 7

Left

3 4 4 3 6 7 2 3 6 3 4 2 15

0 0 0 1 1 3 1 3 1 0 3 0 4

633

Right

Thru

Northbound

Montauk Highway (NY 27A) at Keith lane / Hospital Driveway West Islip, NY

Hospital Driveway

TRAFFIC VOLUME DATA

Keith Lane

5 11 5 12 13 16 8 11 18 12 12 9

Total

0 0 0 0 0 0 1 0 2 2 0 3

Thru

10 8 10 9 10 12 17 13 13 18 14 12

132

29 21 21 21 25 26 35 31 31 38 30 33

705

713

1,593 0.96

343 378 412 384 363 421 379 381 390 416 385 402

1,517 1,537 1,580 1,547 1,544 1,571 1,566 1,572 1,593

2/25/2020

Time: 1:00 PM to 2:00 PM

SATURDAY PEAK HOUR DATA

Montauk Highway (NY 27A)

19 13 11 12 15 14 17 18 16 18 16 18

Left

Date Collected: 9/14/19 (Saturday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

687

584

652

Peak Hour 7:00 AM to 8:00 AM PHF % HV

4 5 10 9 8 8 7 4 3 5 35

Right

128 161 148 187 165 152 148 149 119 136

Left

Thru

U-Turn

Eastbound

6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

Start Time

TRAFFIC VOLUME DATA

687

132 166 158 196 173 160 155 153 122 141

Total

652

U-Turn

Thru

69 125 144 108 134 141 135 120 138 143 527

Left

0 3 3 4 5 6 6 3 1 5 18

Westbound

Right

545

69 128 147 112 139 147 141 123 139 148

Total

11 19 17 12 13 15 13 14 7 15

Left

527

Thru

5 7 5 6 16 6 5 5 3 5

Right

Northbound

Montauk Highway (NY 27A) at Secatogue Lane West Islip, NY

Secatogue Lane

16 26 22 18 29 21 18 19 10 20

Total

Thru

685

545

1,322 0.97

217 320 327 326 341 328 314 295 271 309

2/25/2020

Time: 7:00 AM to 8:00 AM

AM PEAK HOUR DATA

Montauk Highway (NY 27A)

Left

1,190 1,314 1,322 1,309 1,278 1,208 1,189

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

845

858

787

Peak Hour 4:30 PM to 5:30 PM PHF % HV

6 13 9 6 18 10 11 13 12 8 18 20 10 24 58

Right

173 188 171 154 136 174 148 184 199 188 187 213 174 183

Left

Thru

U-Turn

Eastbound

2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

Start Time

TRAFFIC VOLUME DATA

845

179 201 180 160 154 184 159 197 211 196 205 233 184 207

Total

787

U-Turn

Thru

161 196 225 234 175 189 219 216 186 206 209 207 183 179 808

Left

7 8 12 4 9 7 4 10 7 7 10 7 9 10 31

Westbound

Right

839

168 204 237 238 184 196 223 226 193 213 219 214 192 189

Total

9 8 11 7 11 15 12 10 16 13 12 9 20 10

Left

808

Thru

8 9 12 10 3 6 15 5 7 9 9 8 0 9

Right

Northbound

Montauk Highway (NY 27A) at Secatogue Lane West Islip, NY

Secatogue Lane

17 17 23 17 14 21 27 15 23 22 21 17 20 19

Total

Thru

820

839

1,767 0.95

364 422 440 415 352 401 409 438 427 431 445 464 396 415

2/25/2020

Time: 4:30 PM to 5:30 PM

PM PEAK HOUR DATA

Montauk Highway (NY 27A)

Left

1,641 1,629 1,608 1,577 1,600 1,675 1,705 1,741 1,767 1,736 1,720

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

743

668

702

Peak Hour 11:30 AM to 12:30 PM PHF % HV

13 11 18 10 7 6 10 13 12 11 13 10 41

Right

149 172 194 175 178 155 145 161 177 183 145 144

Left

Thru

U-Turn

Eastbound

11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM

Start Time

TRAFFIC VOLUME DATA

743

162 183 212 185 185 161 155 174 189 194 158 154

Total

702

U-Turn

Thru

138 154 136 163 138 174 152 154 150 148 172 159 611

Left

10 5 8 9 9 7 3 16 8 7 6 14 33

Westbound

100

Right

644

148 159 144 172 147 181 155 170 158 155 178 173

Total

10 6 8 14 17 18 3 10 8 14 11 11

Left

611

Thru

15 6 13 11 8 11 7 11 8 8 10 7

Right

Northbound

Montauk Highway (NY 27A) at Secatogue Lane West Islip, NY

Secatogue Lane

100

25 12 21 25 25 29 10 21 16 22 21 18

Total

Thru

745

644

1,487 0.97

335 354 377 382 357 371 320 365 363 371 357 345

1,448 1,470 1,487 1,430 1,413 1,419 1,419 1,456 1,436

2/25/2020

Time: 11:30 AM to 12:30 PM

SATURDAY PEAK HOUR DATA

Montauk Highway (NY 27A)

Left

Date Collected: 9/14/19 (Saturday) Cum. TOTAL Hourly Right Total

Southbound

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

682

664

Peak Hour 7:00 AM to 8:00 AM PHF % HV

125 175 130 184 170 157 145 147 121 141

1 6 15 9 11 1 7 6 6 8

641

Thru

Left

U-Turn

6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

Start Time

Eastbound

1 0 0 2 1 2 0 0 0 0

Right

Wagstaff Lane

TRAFFIC VOLUME DATA

617

Thru

682

Left

86 100 151 123 162 181 144 150 137 169

U-Turn

127 181 145 195 182 160 152 153 127 149

Total

Westbound

8 38 35 4 2 0 1 1 4 2

Right

658

94 138 186 127 164 181 145 151 141 171

Total

2 0 2 3 4 2 2 3 1 2

Left

0 1 4 0 0 1 0 0 0 0

Thru

0 0 2 1 1 1 1 1 1 1

Right

Northbound

Montauk Highway (NY 27A) at Wagstaff Lane / Barberry Road West Islip, NY

0 0 1 0 1 0 0 0 0 0

Thru

4 8 14 8 5 9 6 5 10 8

14%

4 14 40 17 8 12 7 5 15 9

685

658

2/25/2020

Time: 7:00 AM to 8:00 AM

AM PEAK HOUR DATA

1,438 0.95

227 334 379 343 359 357 307 313 285 332

1,283 1,415 1,438 1,366 1,336 1,262 1,237

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

Montauk Highway (NY 27A)

617

0 6 25 9 2 3 1 0 5 1

2 1 8 4 5 4 3 4 2 3

11%

Left

Total

Barberry Road

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

877

868

Peak Hour 4:30 PM to 5:30 PM PHF % HV

176 205 179 177 160 189 168 198 224 184 210 230 183 214

4 5 2 2 6 4 6 7 2 6 5 3 3 8

848

Thru

Left

U-Turn

2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

Start Time

Eastbound

2 0 3 2 0 1 1 1 5 3 2 3 1 2

Right

Wagstaff Lane

TRAFFIC VOLUME DATA

837

Thru

877

Left

160 201 221 245 191 195 218 227 186 225 220 206 210 203

U-Turn

182 210 184 181 166 194 175 206 231 193 217 236 187 224

Total

Westbound

5 7 4 4 4 9 3 2 6 6 3 7 4 2

Right

859

165 208 225 249 195 204 221 229 192 231 223 213 214 205

Total

0 1 1 1 3 2 2 1 3 3 1 0 2 0

Left

0 0 0 0 0 0 1 0 0 0 0 0 0 0

Thru

0 0 1 1 0 1 0 1 1 0 0 3 1 0

Right

Northbound

Montauk Highway (NY 27A) at Wagstaff Lane / Barberry Road West Islip, NY

0 1 0 0 0 0 0 0 0 0 0 0 0 0

Thru

1 3 7 2 2 4 6 4 7 5 7 5 5 4

11 6 14 6 5 12 11 6 8 11 13 9 9 8

869

859

2/25/2020

Time: 4:30 PM to 5:30 PM

PM PEAK HOUR DATA

1,788 0.97

358 425 425 438 369 413 410 443 435 438 454 461 413 437

1,646 1,657 1,645 1,630 1,635 1,701 1,726 1,770 1,788 1,766 1,765

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound

Montauk Highway (NY 27A)

837

10 2 7 4 3 8 5 2 1 6 6 4 4 4

0 1 2 2 3 3 3 2 4 3 1 3 3 0

Left

Total

Barberry Road

26435.03 GSHMC PCP EV-T

Montauk Highway (NY 27A)

760

710

Peak Hour 11:30 AM to 12:30 PM PHF % HV

157 187 214 185 174 162 147 160 188 189 161 158

2 4 0 5 5 2 2 1 0 4 6 3

735

Thru

Left

U-Turn

11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM

Start Time

Eastbound

3 3 1 1 6 5 4 3 2 3 2 1

Right

Wagstaff Lane

TRAFFIC VOLUME DATA

683

Thru

760

Left

154 160 149 178 153 203 162 170 163 161 175 170

U-Turn

162 194 215 191 185 169 153 164 190 196 169 162

Total

Westbound

1 2 2 5 5 2 5 2 4 2 0 2

Right

697

155 162 151 183 158 205 167 172 167 163 175 172

Total

1 4 1 3 1 3 3 4 2 2 3 1

Left

0 0 0 0 0 0 0 0 0 0 0 0

Thru

0 2 1 0 1 1 2 1 4 1 1 1

Right

Northbound

Montauk Highway (NY 27A) at Wagstaff Lane / Barberry Road West Islip, NY

0 0 0 0 0 0 0 0 0 0 0 0

Thru

4 4 4 3 8 4 6 5 1 4 3 0

8 8 5 7 12 4 8 7 1 7 4 2

747

697

1,453 1,484 1,496 1,456 1,420 1,427 1,414 1,433 1,423

2/25/2020

Time: 11:30 AM to 12:30 PM

SATURDAY PEAK HOUR DATA

1,496 0.97

326 370 373 384 357 382 333 348 364 369 352 338

Date Collected: 9/14/19 (Saturday) Cum. TOTAL Hourly Right Total

Southbound

Montauk Highway (NY 27A)

683

4 4 1 4 4 0 2 2 0 3 1 2

1 6 2 3 2 4 5 5 6 3 4 2

Left

Total

Barberry Road

Thru

0 0 1 0 0 0 0 0 1 0

Right

Eastbound

26435.03 GSHMC PCP EV-T

Emergency Department Exit Driveway

196

Peak Hour 6:30 AM to 7:30 AM PHF % HV

2 0 9 8 20 13 12 8 9 6

Left

6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

Start Time

TRAFFIC VOLUME DATA

2 0 10 8 20 13 12 8 10 6

Total

Left

Thru

189

Right

Westbound

120

119

308

Total

0 4 1 2 2 1 1 2 1 3

Left

11 16 20 30 42 7 9 14 12 16

Thru

Right

Northbound

189

68 79 26 16 14 29 27 17 21 26

308

90 133 45 40 29 54 46 37 42 41

412 0.67

103 153 76 80 93 75 68 61 65 66

2/27/2020

Time: 6:30 AM to 7:30 AM

AM PEAK HOUR DATA

119

Thru

22 54 19 24 15 25 19 20 21 15

Left

412 402 324 316 297 269 260

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound 11 20 21 32 44 8 10 16 13 19

Total

Beach Drive at Emergency Department Exit Driveway West Islip, NY

Beach Drive

Thru

0 2 2 0 0 2 0 1 0 0 1 1 2 0

Right

Eastbound

26435.03 GSHMC PCP EV-T

Emergency Department Exit Driveway

134

130

Peak Hour 2:45 PM to 3:45 PM PHF % HV

17 11 52 32 35 23 59 44 20 20 24 14 17 12

Left

2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

Start Time

TRAFFIC VOLUME DATA

134

17 13 54 32 35 25 59 45 20 20 25 15 19 12

Total

130

Left

Thru

Right

Westbound

164

Total

159

277

147

1 4 8 0 0 1 1 0 1 1 0 2 1 0

Left

147

29 25 65 25 32 24 44 17 29 19 34 27 30 19

Thru

Right

Northbound

15 31 17 14 16 17 11 4 9 15 7 13 11 12

164

40 60 34 34 36 37 36 27 31 45 29 39 39 35

457 0.71

87 102 161 91 103 87 140 89 81 85 88 83 89 66

2/27/2020

Time: 2:45 PM to 3:45 PM

PM PEAK HOUR DATA

159

Thru

25 29 17 20 20 20 25 23 22 30 22 26 28 23

Left

441 457 442 421 419 397 395 343 337 345 326

Date Collected: 9/10/19 (Tuesday) Cum. TOTAL Hourly Right Total

Southbound 30 29 73 25 32 25 45 17 30 20 34 29 31 19

Total

Beach Drive at Emergency Department Exit Driveway West Islip, NY

Beach Drive

Thru

0 1 1 1 1 0 0 0 2 0 2 0

Right

Eastbound

26435.03 GSHMC PCP EV-T

Emergency Department Exit Driveway

Peak Hour 12:45 PM to 1:45 PM PHF % HV

5 6 1 8 2 6 3 16 10 11 4 9

Left

11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM

Start Time

TRAFFIC VOLUME DATA

5 7 2 9 3 6 3 16 12 11 6 9

Total

Left

Thru

Right

Westbound

102

127

Total

113

0 1 1 0 1 1 2 0 0 0 2 1

Left

9 12 20 13 20 20 12 17 21 15 19 16

Thru

Right

Northbound

13 5 9 6 7 4 3 7 6 7 9 16

127

28 39 23 36 25 25 29 33 28 34 32 35

246 0.93

42 59 46 58 49 52 46 66 61 60 59 61

2/27/2020

Time: 12:45 PM to 1:45 PM

SATURDAY PEAK HOUR DATA

Thru

15 34 14 30 18 21 26 26 22 27 23 19

Left

205 212 205 205 213 225 233 246 241

Date Collected: 9/21/19 (Saturday) Cum. TOTAL Hourly Right Total

Southbound 9 13 21 13 21 21 14 17 21 15 21 17

Total

Beach Drive at Emergency Department Exit Driveway West Islip, NY

Beach Drive

Thru

26435.03 GSHMC PCP EV-T

3 5 4 2 4 3 4 3 4 2

Right

Eastbound

Hospital North Driveway

Peak Hour 6:45 AM to 7:45 AM PHF

3 1 14 11 11 4 5 6 6 2

Left

6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

Start Time

TRAFFIC VOLUME DATA

6 6 18 13 15 7 9 9 10 4

Total

Left

Thru

Right

Westbound

408

393

Total

208

245

208

0 0 0 0 0 0 0 0 0 0

Left

208

14 13 62 73 60 34 35 25 21 22

Thru

Right

Northbound

Beach Drive at Hospital North Driveway West Islip, NY

Beach Drive

393

208

0 0 0 0 0 0 0 0 0 0

393

98 120 65 109 99 81 54 45 43 42

653 0.84

118 139 145 195 174 122 98 79 74 68

2/27/2020

Time: 6:45 AM to 7:45 AM

AM PEAK HOUR DATA

98 120 65 109 99 81 54 45 43 42

Left

14 13 62 73 60 34 35 25 21 22

Total

597 653 636 589 473 373 319

Date Collected: 1/28/2020 (Tuesday) Cum. Southbound TOTAL Hourly Thru Right Total

Thru

26435.03 GSHMC PCP EV-T

1 3 4 2 4 3 2 4 3 1 4 2 1 0

Right

Eastbound

Hospital North Driveway

Peak Hour 2:30 PM to 3:30 PM PHF

3 7 19 4 8 7 7 5 6 7 13 3 1 6

Left

2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

Start Time

TRAFFIC VOLUME DATA

4 10 23 6 12 10 9 9 9 8 17 5 2 6

Total

Left

Thru

Right

Westbound

211

201

Total

357

390

357

0 0 0 0 0 0 0 0 0 0 0 0 0 0

Left

357

67 83 130 77 51 51 108 59 63 49 65 43 43 33

Thru

Right

Northbound

Beach Drive at Hospital North Driveway West Islip, NY

Beach Drive

201

357

0 0 0 0 0 0 0 0 0 0 0 0 0 0

201

59 66 36 40 56 59 40 43 49 66 50 38 36 22

601 0.79

130 159 189 123 119 120 157 111 121 123 132 86 81 61

2/27/2020

Time: 2:30 PM to 3:30 PM

PM PEAK HOUR DATA

59 66 36 40 56 59 40 43 49 66 50 38 36 22

Left

67 83 130 77 51 51 108 59 63 49 65 43 43 33

Total

601 590 551 519 507 509 512 487 462 422 360

Date Collected: 1/28/2020 (Tuesday) Cum. Southbound TOTAL Hourly Thru Right Total

Thru

26435.03 GSHMC PCP EV-T

3 0 0 0 0 3 1 2 0 2 0 0

Right

Eastbound

Hospital North Driveway

Peak Hour 11:15 AM to 12:15 PM PHF

3 2 4 4 1 7 5 5 9 9 4 4

Left

11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM

Start Time

TRAFFIC VOLUME DATA

6 2 4 4 1 10 6 7 9 11 4 4

Total

Left

Thru

Right

Westbound

234

Total

158

169

158

0 0 0 0 0 0 0 0 0 0 0 0

Left

158

27 28 36 48 46 38 24 32 45 40 86 45

Thru

Right

Northbound

Beach Drive at Hospital North Driveway West Islip, NY

Beach Drive

0 0 0 0 0 0 0 0 0 0 0 0

234

66 53 46 79 56 34 36 45 37 42 37 41

403 0.77

99 83 86 131 103 82 66 84 91 93 127 90

2/27/2020

Time: 11:15 AM to 12:15 PM

SATURDAY PEAK HOUR DATA

234

158

Thru

66 53 46 79 56 34 36 45 37 42 37 41

Left

27 28 36 48 46 38 24 32 45 40 86 45

Total

399 403 402 382 335 323 334 395 401

Date Collected: 2/1/2020 (Saturday) Cum. TOTAL Hourly Right Total

Southbound

Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol.

09-Sep-19 CARS HV * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 0 0 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0 0

Tue HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

Wed CARS HV * * * * * * * * * * 125 7 334 23 579 24 512 22 29 474 473 27 520 20 476 19 23 505 567 21 649 18 729 17 744 16 575 12 404 7 385 11 243 10 172 3 133 4 8599 313 8912 07:00 09:00 579 29 17:00 13:00 744 23

Thu CARS HV 65 2 28 0 15 0 12 2 34 3 118 9 351 25 469 29 524 31 465 23 33 397 441 32 484 27 31 461 561 18 626 17 672 12 645 11 524 15 395 8 348 8 274 7 212 6 145 5 8266 354 8620 08:00 10:00 524 33 16:00 13:00 672 31

Fri CARS HV 57 3 32 0 21 0 18 2 38 2 122 7 289 17 472 20 582 27 549 27 456 22 446 20 575 25 26 455 643 22 649 12 739 17 839 23 579 9 426 5 313 4 301 6 255 6 177 5 9033 307 9340 08:00 08:00 582 27 17:00 13:00 839 26

716 SOUTH SIXTH AVE MT VERNON,NY,10550

TRAFFIC DATABANK LLC

Sat CARS HV 115 1 59 1 40 1 39 0 25 1 58 7 162 8 267 12 22 348 437 14 515 19 699 19 642 10 693 7 15 528 452 13 445 12 481 11 467 10 414 8 325 12 252 6 226 7 215 2 7904 218 8122 11:00 08:00 699 22 13:00 14:00 693 15

Sun CARS HV 140 1 82 2 61 3 34 1 20 5 57 3 165 8 244 4 281 5 432 13 534 11 555 21 558 11 357 11 13 466 431 4 513 8 421 8 458 11 365 8 274 3 163 7 122 1 101 4 6834 166 7000 11:00 11:00 555 21 12:00 14:00 558 13

Week Average CARS HV 94 2 50 1 34 1 26 1 29 3 96 7 260 16 406 18 449 21 471 21 22 475 532 22 547 18 20 494 553 18 561 13 620 13 626 14 521 11 401 7 329 8 247 7 197 5 154 4 8172 273 8445 11:00 10:00 532 22 17:00 13:00 626 20

Site Code: Station ID: EB MONTAUK HWY W OF MILLIGAN LN W ISLIP,NY Latitude: 0' 0.0000 Undefined

Page 1

ADT 8,420

8235

Comb. Total

ADT

16-Sep-19 CARS HV 64 2 27 1 19 0 14 1 34 3 105 5 275 13 481 9 531 17 507 12 416 19 21 467 490 23 464 22 26 551 584 17 665 9 641 16 497 9 366 6 302 7 206 10 147 4 120 10 7973 262 8235 08:00 11:00 531 21 16:00 14:00 665 26

Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol.

AADT 8,420

9252

Tue CARS HV 54 2 27 0 18 3 14 2 33 3 106 8 342 19 466 19 590 16 546 26 27 457 431 23 484 14 453 20 531 17 35 588 698 20 754 27 621 27 548 31 441 10 370 6 213 5 102 5 8887 365 9252 08:00 10:00 590 27 17:00 15:00 754 35

17283

Wed CARS HV 48 2 36 3 10 3 21 3 39 3 99 8 29 310 485 16 565 14 510 17 381 7 348 16 350 16 28 463 561 22 656 14 698 16 760 13 485 8 362 10 349 14 255 12 154 6 138 8 8083 288 8371 08:00 06:00 565 29 17:00 13:00 760 28

8730

Thu CARS HV 57 3 49 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 106 4 110 00:00 00:00 57 3 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

716 SOUTH SIXTH AVE MT VERNON,NY,10550

9340

Fri HV

TRAFFIC DATABANK LLC

* * * * * * * * * * * * * * * * * * * * * * * * 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

8122

Sat HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

7000

Sun HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

17068

Week Average CARS HV 56 2 35 1 16 2 16 2 35 3 103 7 20 309 477 15 562 16 521 18 418 18 415 20 441 18 23 460 548 22 609 22 687 15 718 19 534 15 425 16 364 10 277 9 171 5 120 8 8317 306 8623 08:00 06:00 562 20 17:00 13:00 718 23

Site Code: Station ID: EB MONTAUK HWY W OF MILLIGAN LN W ISLIP,NY Latitude: 0' 0.0000 Undefined

Page 2

Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol.

09-Sep-19 CARS HV * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 0 0 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0 0

Tue HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

Wed CARS HV * * * * * * * * * * 116 12 358 17 588 21 540 17 513 28 464 30 35 445 470 30 45 528 658 21 692 42 703 40 784 29 532 34 501 24 400 22 274 18 169 10 149 9 8884 484 9368 07:00 11:00 588 35 17:00 13:00 784 45

Thu CARS HV 72 7 34 0 29 1 23 2 55 7 109 11 396 17 570 34 42 535 473 39 430 34 474 34 44 477 467 32 580 33 648 36 657 20 666 24 586 32 434 20 323 19 264 17 176 12 120 8 8598 525 9123 07:00 08:00 570 42 17:00 12:00 666 44

Fri CARS HV 54 7 43 0 22 2 20 1 54 6 99 9 418 16 568 20 579 57 463 23 439 39 403 23 495 29 585 33 628 25 693 34 711 31 46 677 531 22 468 26 397 10 384 17 307 20 266 13 9304 509 9813 08:00 08:00 579 57 16:00 17:00 711 46

716 SOUTH SIXTH AVE MT VERNON,NY,10550

TRAFFIC DATABANK LLC

Sat CARS HV 128 10 76 2 46 4 36 2 23 3 38 3 141 13 255 19 34 363 402 24 458 23 607 10 673 15 652 10 608 23 505 31 35 543 496 33 505 22 464 19 351 14 324 18 319 18 279 16 8292 401 8693 11:00 08:00 607 34 12:00 16:00 673 35

Sun CARS HV 160 10 98 5 50 7 41 5 24 2 35 2 113 6 182 14 305 21 26 365 449 26 478 24 33 473 360 15 506 22 531 19 625 23 532 27 482 30 441 20 346 18 202 10 156 6 153 7 7107 378 7485 11:00 09:00 478 26 16:00 12:00 625 33

Week Average CARS HV 104 8 63 2 37 4 30 2 39 4 79 7 285 14 433 22 34 464 443 28 448 30 481 25 518 30 518 27 596 25 32 614 648 30 631 32 527 28 462 22 363 17 290 16 225 13 193 11 8491 463 8954 11:00 08:00 481 34 16:00 15:00 648 32

Site Code: Station ID: WB MONTAUK HWY W OF MILLIGAN LN W ISLIP,NY Latitude: 0' 0.0000 Undefined

Page 1

ADT 8,751

8601

Comb. Total

ADT

16-Sep-19 CARS HV 57 7 31 4 19 0 18 1 54 9 104 11 367 12 487 21 484 30 430 31 34 398 449 30 467 35 518 36 570 27 634 29 674 26 678 42 492 22 403 23 278 16 234 12 163 10 113 11 8122 479 8601 07:00 10:00 487 34 17:00 17:00 678 42

Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol.

AADT 8,751

9309

Tue CARS HV 55 4 30 3 24 2 25 3 52 9 105 9 399 19 554 29 563 28 42 425 435 36 420 34 463 35 37 504 697 36 765 30 722 26 784 24 545 21 380 17 344 20 249 15 158 14 111 7 8809 500 9309 08:00 09:00 563 42 17:00 13:00 784 37

17604

Wed CARS HV 53 1 34 5 22 4 23 2 53 7 104 11 319 23 346 29 319 21 30 312 264 21 331 21 345 34 37 455 647 31 679 26 676 33 689 30 621 13 485 26 402 20 288 12 186 13 124 9 7777 459 8236 07:00 09:00 346 30 17:00 13:00 689 37 00:00 20 -

CARS 20 0 * * * * * * * * * * * * * * * * * * * * * * 20

HV 1 0 * * * * * * * * * * * * * * * * * * * * * * 1 00:00 1 -

9144

Thu

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

716 SOUTH SIXTH AVE MT VERNON,NY,10550

9813

Fri HV

TRAFFIC DATABANK LLC

* * * * * * * * * * * * * * * * * * * * * * * * 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

8693

Sat HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

7485

Sun HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

17649

Week Average CARS HV 46 3 24 3 22 2 22 2 53 8 104 10 362 18 462 26 455 26 34 389 366 30 400 28 425 35 37 492 638 31 693 28 691 28 717 32 553 19 423 22 341 19 257 13 169 12 116 9 8220 475 8695 07:00 09:00 462 34 17:00 13:00 717 37

Site Code: Station ID: WB MONTAUK HWY W OF MILLIGAN LN W ISLIP,NY Latitude: 0' 0.0000 Undefined

Page 2

Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol.

09-Sep-19 CARS HV * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 0 0 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0 0

Tue HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

Wed CARS HV * * * * * * * * 17 5 32 6 51 4 202 32 89 12 76 9 120 15 139 9 175 6 215 12 13 225 245 11 272 8 232 9 225 8 283 9 198 4 100 7 67 6 135 3 3098 188 3286 07:00 07:00 202 32 19:00 14:00 283 13

Thu CARS HV 56 2 33 0 28 0 15 3 18 0 32 2 61 8 180 35 132 13 104 9 107 19 150 11 16 182 192 10 205 12 237 14 240 12 241 3 207 8 278 7 154 7 104 4 73 5 145 1 3174 201 3375 07:00 07:00 180 35 19:00 12:00 278 16

Fri CARS HV 52 3 27 1 17 0 15 1 17 0 17 0 63 4 199 35 108 12 81 12 108 10 124 14 181 4 215 9 251 11 12 237 272 11 213 8 203 8 232 2 194 3 116 5 93 5 148 4 3183 174 3357 07:00 07:00 199 35 16:00 15:00 272 12

716 SOUTH SIXTH AVE MT VERNON,NY,10550

TRAFFIC DATABANK LLC

Sat CARS HV 50 3 18 1 14 3 20 1 24 1 21 2 59 6 184 3 82 4 77 2 8 102 132 7 174 6 11 167 230 6 248 6 145 10 167 4 151 7 201 3 119 6 76 5 74 3 132 3 2667 111 2778 07:00 10:00 184 8 15:00 13:00 248 11

Sun CARS HV 36 3 26 2 12 2 15 3 6 1 13 0 43 3 150 1 57 3 8 70 111 2 118 8 159 4 145 5 9 179 265 6 170 5 142 8 153 6 206 2 128 4 87 3 65 6 115 1 2471 95 2566 07:00 09:00 150 8 15:00 14:00 265 9

Week Average CARS HV 48 3 26 1 18 1 16 2 16 1 23 2 55 5 183 21 94 9 82 8 110 11 133 10 174 7 187 9 10 218 246 10 220 9 199 6 188 7 240 5 159 5 97 5 74 5 135 2 2941 154 3095 07:00 07:00 183 21 15:00 14:00 246 10

Site Code: Station ID: NB BEACH DR S OF MONTAUK HWY W ISLIP,NY Latitude: 0' 0.0000 Undefined

Page 1

ADT 3,140

3203

Comb. Total

ADT

16-Sep-19 CARS HV 29 2 27 2 13 0 15 0 13 0 24 3 59 2 181 34 96 19 88 11 129 5 148 9 157 10 183 9 12 201 230 8 279 11 185 3 199 8 258 4 188 2 126 4 79 5 128 5 3035 168 3203 07:00 07:00 181 34 16:00 14:00 279 12

Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol.

AADT 3,140

3370

Tue CARS HV 50 3 25 1 17 1 13 4 21 1 22 2 54 2 199 26 107 17 98 12 117 11 146 8 184 10 203 10 11 218 249 9 268 9 250 7 204 4 279 2 160 6 110 4 67 6 142 1 3203 167 3370 07:00 07:00 199 26 19:00 14:00 279 11

6619

Wed CARS HV 51 0 16 3 15 2 15 1 26 3 20 2 66 4 199 26 96 8 101 13 103 7 127 3 179 7 177 7 15 203 275 12 255 9 241 5 205 4 287 6 194 10 98 5 79 5 146 2 3174 159 3333 07:00 07:00 199 26 19:00 14:00 287 15 00:00 25 -

CARS 25 * * * * * * * * * * * * * * * * * * * * * * * 25

3400

Thu HV

0 * * * * * * * * * * * * * * * * * * * * * * * 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

716 SOUTH SIXTH AVE MT VERNON,NY,10550

3357

Fri HV

TRAFFIC DATABANK LLC

* * * * * * * * * * * * * * * * * * * * * * * * 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

2778

Sat HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

2566

Sun HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

6394

Week Average CARS HV 39 1 23 2 15 1 14 2 20 1 22 2 60 3 193 29 100 15 96 12 116 8 140 7 173 9 188 9 13 207 251 10 267 10 225 5 203 5 275 4 181 6 111 4 75 5 139 3 3133 166 3299 07:00 07:00 193 29 19:00 14:00 275 13

Site Code: Station ID: NB BEACH DR S OF MONTAUK HWY W ISLIP,NY Latitude: 0' 0.0000 Undefined

Page 2

Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol.

09-Sep-19 CARS HV * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 0 0 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0 0

Tue HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

Wed CARS HV * * * * * * * * 24 4 94 11 295 14 32 246 154 19 144 19 111 28 147 9 149 17 163 22 171 27 154 15 169 22 222 31 204 28 138 6 80 6 39 7 89 8 32 5 2825 330 3155 06:00 07:00 295 32 17:00 17:00 222 31

Thu CARS HV 26 0 17 2 12 0 4 3 21 2 84 11 279 17 52 252 165 22 135 17 139 28 123 18 145 18 156 16 30 188 169 19 205 24 147 25 203 15 150 18 75 8 51 5 80 6 44 5 2870 361 3231 06:00 07:00 279 52 16:00 14:00 205 30

Fri CARS HV 13 4 14 0 12 2 6 1 23 1 75 8 283 18 47 246 141 18 136 24 112 24 132 20 167 22 134 16 187 24 195 11 197 21 35 136 177 14 128 12 87 7 53 5 99 12 39 4 2792 350 3142 06:00 07:00 283 47 16:00 17:00 197 35

716 SOUTH SIXTH AVE MT VERNON,NY,10550

TRAFFIC DATABANK LLC

Sat CARS HV 32 2 10 2 13 2 10 1 13 2 26 5 232 12 251 9 323 11 91 13 128 15 16 155 155 12 139 9 164 14 138 12 86 11 97 10 131 12 75 12 55 13 35 5 86 7 45 3 2490 210 2700 08:00 11:00 323 16 14:00 14:00 164 14

Sun CARS HV 23 3 23 2 7 4 10 4 8 1 24 0 170 8 70 2 54 8 110 15 18 139 131 13 152 10 138 8 172 8 140 11 15 114 90 5 120 9 103 8 68 2 39 7 60 4 38 2 2003 167 2170 06:00 10:00 170 18 14:00 16:00 172 15

Week Average CARS HV 24 2 16 2 11 2 8 2 18 2 61 7 252 14 28 213 167 16 123 18 126 23 138 15 154 16 146 14 176 21 159 14 154 19 138 21 167 16 119 11 73 7 43 6 83 7 40 4 2609 287 2896 06:00 07:00 252 28 14:00 14:00 176 21

Site Code: Station ID: SB BEACH DR S OF MONTAUK HWY W ISLIP,NY Latitude: 0' 0.0000 Undefined

Page 1

ADT 2,941

3111

Comb. Total

ADT

16-Sep-19 CARS HV 17 2 10 2 7 0 13 1 15 2 71 6 287 10 48 235 144 25 141 18 147 17 133 21 151 18 23 146 160 23 149 13 203 22 155 22 207 20 136 10 95 6 43 8 77 5 41 6 2783 328 3111 06:00 07:00 287 48 18:00 13:00 207 23

Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol.

AADT 2,941

3148

Tue CARS HV 20 3 7 0 9 2 13 4 23 2 56 6 289 12 48 256 161 20 149 13 143 26 134 17 24 165 161 15 161 23 148 11 182 23 167 23 190 12 136 17 78 11 48 6 86 9 38 1 2820 328 3148 06:00 07:00 289 48 18:00 12:00 190 24

6242

Wed CARS HV 20 0 7 2 5 2 15 4 12 1 66 3 298 22 32 224 159 10 141 17 110 21 133 13 122 15 139 20 29 190 178 11 191 21 166 28 192 18 132 11 88 12 59 6 84 10 45 3 2776 311 3087 06:00 07:00 298 32 18:00 14:00 192 29 00:00 8 -

CARS 8 * * * * * * * * * * * * * * * * * * * * * * * 8

3239

Thu HV

0 * * * * * * * * * * * * * * * * * * * * * * * 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

716 SOUTH SIXTH AVE MT VERNON,NY,10550

3142

Fri HV

TRAFFIC DATABANK LLC

* * * * * * * * * * * * * * * * * * * * * * * * 0 -

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

2700

Sat HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

CARS * * * * * * * * * * * * * * * * * * * * * * * * 0

2170

Sun HV

* * * * * * * * * * * * * * * * * * * * * * * * 0

6007

Week Average CARS HV 16 1 8 1 7 1 14 3 17 2 64 5 291 15 43 238 155 18 144 16 133 21 133 17 146 19 149 19 25 170 158 12 192 22 163 24 196 17 135 13 87 10 50 7 82 8 41 3 2789 322 3111 06:00 07:00 291 43 18:00 14:00 196 25

Site Code: Station ID: SB BEACH DR S OF MONTAUK HWY W ISLIP,NY Latitude: 0' 0.0000 Undefined

Page 2

Page 1

TRAFFIC DATABANK LLC 716 SOUTH SIXTH AVE MT VERNON,NY,10550

Site Code: Station ID: EB MONTAUK HWY W OF BEACH DR WEST ISLIP,NY Latitude: 0' 0.0000 Undefined Start Time

12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Day Total % Avg. WkDay % Avg. Week AM Peak Vol. PM Peak Vol.

Mon 20-Jul-20

Tue 21-Jul-20

Wed 22-Jul-20

* * * * * * * * * * * * * * * * * * * * * * * * 0

0.0%

* * * * * * * * * * * * * * * * * * * * * * *

Thu 23-Jul-20

Fri 24-Jul-20

Average Day

Sat 25-Jul-20

Sun 26-Jul-20

Week Average

72 39 21 25 24 96 307 375 537 616 648

80 34 28 20 31 126 290 396 507 559

76 36 24 22 28 111 298 386 522 588

112 75 32 27 25 100 233 408 582 616

98 55 32 23 24 104 269 398 532 567

580

614

677

130 71 49 19 18 96 246 413 500 478 527

565 566 675 717

607 593 641 714 732

645 666 474 664

558 564 551 590

604 604 577 670

669

600

683

730 650 570 394 262 218 169 9723

565 618 622 560 481 344 279 225 9699

530 539 536 496 434 248 217 153 8563

642 654 614 549 426 279 233 177 9422

103.2%

102.9%

90.9%

10:00 677 15:00 669

11:00 558 15:00 600

649 620 607 711 722

759

741

156

759 677 600 393 236 189 155 9837

716 701 622 541 395 289 248 195 9622

0.0%

1.6%

101.2%

99.0%

0.0%

1.7%

104.4%

102.1%

23:00 156

11:00 649 16:00 759

10:00 580 15:00 741

156

738

10:00 614 16:00 738

608

10:00 608 15:00 683

Page 2

TRAFFIC DATABANK LLC 716 SOUTH SIXTH AVE MT VERNON,NY,10550

Site Code: Station ID: EB MONTAUK HWY W OF BEACH DR WEST ISLIP,NY Latitude: 0' 0.0000 Undefined Start Time

Mon 27-Jul-20

Tue 28-Jul-20

Wed 29-Jul-20

Thu 30-Jul-20

Fri 31-Jul-20

Average Day

Sat 01-Aug-20

Sun 02-Aug-20

Week Average

81 36 36 20 27 122 275 434 614

82 29 23 20 31 125 308 444 598 637 642

66 35 27 25 30 125 296 448 575 669

* * * * * * * * * * * * * * * * * * * * * * * * 0

76 33 29 22 29 124 293 442 596 672 669

* * * * * * * * * * * * * * * * * * * * * * * * 0

76 33 29 22 29 124 293 442 596 672 669

703 589 431 289 230 170 10496

* * * * * * * * * * * * * * * * * * * * * * * * 0

100.0%

0.0%

686 657 733 741 719

702 772 672 746 746 771

780

823

783

675 586 425 267 228 145 10422

694 586 424 297 216 138 10316

741 595 445 304 245 227 10751

* * * * * * * * * * * * * * * * * * * * * * * * 0

99.3%

98.3%

102.4%

0.0%

99.3%

98.3%

102.4%

0.0%

09:00 710 17:00 780

11:00 663 17:00 823

10:00 706 17:00 783

710 659 657 678 774 719 748 726

663

706

674 712 701 733 745 739

795

11:00 674 17:00 795

674 712 701 733 745 739

795 703 589 431 289 230 170 10496

11:00 674 17:00 795

Grand Total ADT

10422

10316 ADT 9,887

10907

9837 AADT 9,887

9622

20219

9699

8563

19918

Page 1

TRAFFIC DATABANK LLC 716 SOUTH SIXTH AVE MT VERNON,NY,10550

Site Code: Station ID: WB MONTAUK HWY W OF BEACH DR WEST ISLIP,NY Latitude: 0' 0.0000 Undefined Start Time

Mon 20-Jul-20

Tue 21-Jul-20

Wed 22-Jul-20

* * * * * * * * * * * * * * * * * * * * * * * * 0

0.0%

* * * * * * * * * * * * * * * * * * * * * * *

Thu 23-Jul-20

Fri 24-Jul-20

Average Day

Sat 25-Jul-20

Sun 26-Jul-20

Week Average

76 30 16 16 21 74 256 470 543 627 622

78 47 25 14 30 54 252 428 527 604

77 38 20 15 26 64 254 449 535 616 620

135 78 39 30 29 48 154 306 392 487 613

153 57 47 33 31 38 131 251 291 405 494

110 53 32 23 28 54 198 364 438 531 586

674

654

549

638

713 683 714 768

637 584

611 592

759

722

726 677 624 538 363 267 225 10462

748 747 584 669 684 670 517 397 340 10301

615 643 631 659 685 606 452 266 237 9199

668 636 727 725

103.6%

102.0%

91.1%

11:00 654 14:00 759

11:00 549 14:00 722

762 722 684 683 789

834

617 586 704 682 744

747

194

761 693 626 558 339 237 210 10649

719 692 661 623 517 387 297 272 10307

0.0%

1.9%

101.8%

98.5%

0.0%

1.9%

105.4%

102.0%

23:00 194

11:00 762 16:00 834

10:00 617 15:00 747

194

776

11:00 674 16:00 776

736 667 670 654 588 424 299 251 10100

11:00 638 16:00 736

Page 2

TRAFFIC DATABANK LLC 716 SOUTH SIXTH AVE MT VERNON,NY,10550

Site Code: Station ID: WB MONTAUK HWY W OF BEACH DR WEST ISLIP,NY Latitude: 0' 0.0000 Undefined Start Time

Mon 27-Jul-20

Tue 28-Jul-20

Wed 29-Jul-20

Thu 30-Jul-20

Fri 31-Jul-20

Average Day

Sat 01-Aug-20

Sun 02-Aug-20

Week Average

98 50 22 27 33 82 283 482 573 633 624

92 34 16 23 26 83 277 502 655 639 652

95 39 27 27 33 84 279 457 553 606

733 735 749 823

894

908

842 758 689 667 562 476 248 190 11303

861 839 686 668 589 415 244 207 11456

858 857 852 762 719 706 504 283 277 11860

853 816 712 685 619 465 258 225 11541

* * * * * * * * * * * * * * * * * * * * * * * * 0

95 41 22 26 31 83 280 480 594 626 660

732 784 810

* * * * * * * * * * * * * * * * * * * * * * * * 0

95 41 22 26 31 83 280 480 594 626 660

744

* * * * * * * * * * * * * * * * * * * * * * * * 0

97.9%

99.3%

102.8%

0.0%

97.9%

99.3%

102.8%

0.0%

100.0%

0.0%

11:00 744 15:00 894

11:00 733 15:00 908

10:00 704 14:00 871

704 687 758 822

871

721 742 785 835

887

11:00 721 15:00 887

721 742 785 835

887 853 816 712 685 619 465 258 225 11541

11:00 721 15:00 887

Grand Total ADT

11303

11456 ADT 10,725

12054

10649 AADT 10,725

10307

22003

10301

9199

21641

Page 1

TRAFFIC DATABANK LLC 716 SOUTH SIXTH AVE MT VERNON,NY,10550

Site Code: Station ID: BEACH DR S OF MONTAUK HWY WEST ISLIP,NY Latitude: 0' 0.0000 Undefined Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol.

20-Jul-20 NB SB * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 0 0 0 -

Tue NB

Wed SB

* * * * * * * * * * * * * * * * * * * * * * * * 0

NB * * * * * * * * * * * * * * * * * * * * * * * * 0

* * * * * * * * * * * * * * * * * * * * * * * 63 63

23:00 63

0 -

SB * * * * * * * * * * * * * * * * * * * * * * * 24 24 87 23:00 24

Thu NB SB 38 18 9 8 7 9 9 7 8 15 14 69 243 42 188 181 79 155 106 121 115 144 113 147 146 120 138 118 183 170 279 151 236 133 178 149 167 149 226 78 99 63 60 33 54 74 112 37 2593 2405 4998 07:00 06:00 188 243 15:00 14:00 279 183

Fri NB SB 35 19 17 12 16 11 9 12 19 17 13 81 238 53 160 202 66 133 97 109 101 150 94 98 126 111 138 105 185 189 279 148 200 117 151 111 175 162 202 88 95 68 70 58 66 80 121 36 2492 2351 4843 07:00 06:00 160 238 15:00 14:00 279 185

Sat NB SB 49 30 14 15 13 9 11 14 8 10 5 18 155 36 146 92 54 150 66 106 130 135 138 132 137 125 160 154 116 156 216 124 172 81 93 82 155 117 140 71 106 74 66 54 50 80 99 37 2174 2027 4201 07:00 06:00 146 155 15:00 13:00 216 160

Sun NB SB 30 27 21 22 16 16 16 8 16 13 15 23 142 33 112 72 55 78 55 78 69 102 75 110 94 96 89 80 160 128 177 109 110 71 109 83 134 121 152 67 87 58 62 42 52 92 105 47 1812 1717 3529 07:00 06:00 112 142 15:00 14:00 177 160

Week Average NB SB 38 24 15 14 13 11 11 10 13 14 12 48 194 41 152 137 64 129 81 104 104 133 105 122 126 113 130 116 171 151 238 133 180 100 133 106 158 137 180 76 97 66 64 47 56 82 100 36 2262 2123 4385 07:00 06:00 152 194 15:00 14:00 238 171

Page 2

TRAFFIC DATABANK LLC 716 SOUTH SIXTH AVE MT VERNON,NY,10550

27-Jul-20 NB SB 49 19 10 16 16 11 9 10 9 11 15 77 240 52 160 207 93 168 99 142 109 124 124 126 146 143 179 134 202 199 288 141 250 113 205 164 177 191 230 99 148 96 82 49 55 83 118 40 2784 2644 5428 07:00 06:00 160 240 15:00 17:00 288 205

Tue NB SB 53 29 19 9 3 6 14 15 14 9 17 78 265 53 180 218 96 167 90 135 97 133 122 124 148 130 152 129 189 162 352 191 304 119 268 212 215 223 333 112 155 78 92 61 99 92 159 48 3232 2737 5969 07:00 06:00 180 265 15:00 18:00 352 215

Wed NB SB 48 23 30 16 19 9 12 9 12 16 41 83 266 53 213 229 105 147 113 135 88 123 117 139 109 158 146 143 193 203 372 175 315 141 278 177 236 170 297 113 231 75 101 52 98 82 143 75 3380 2749 6129 07:00 06:00 213 266 15:00 14:00 372 193

Comb. Total

5428

5969

6216

ADT

ADT 5,142

AADT 5,142

Thu NB

Fri SB

* * * * * * * * * * * * * * * * * * * * * * * * 0

NB * * * * * * * * * * * * * * * * * * * * * * * * 0

* * * * * * * * * * * * * * * * * * * * * * * * 0

0 -

4998

Sat SB

NB * * * * * * * * * * * * * * * * * * * * * * * * 0

* * * * * * * * * * * * * * * * * * * * * * * * 0

4843

Sun SB

* * * * * * * * * * * * * * * * * * * * * * * * 0

4201

* * * * * * * * * * * * * * * * * * * * * * * * 0 0 -

3529

Week Average NB SB 50 24 20 14 13 9 12 11 12 12 24 79 257 53 184 218 98 161 101 137 98 127 121 130 134 144 159 135 198 185 337 169 290 124 198 237 212 192 287 108 178 83 92 54 84 86 140 54 3134 2711 5845 07:00 06:00 184 257 15:00 17:00 337 198

10230

2019 Summer Traffic Volumes developed via

XXX XXX

AM Peak Volumes

19 7 SBRT 46 671 54

7 644 9

0 0 SBTH

WBRT WBTH WBLT NBLT 5 41

NBTH 0 0

Legend: 2020 Intersection Volumes 2019 Volumes (Adjusted)

Intersection: Montauk Hwy & Barberry Rd/Wagstaff Ln Start Time: 11:30

19 7 SBLT

EBLT EBTH EBRT

Good Samaritan Hospital Medical Center 26435.03 AM Peak

4 728

10 789

NBRT 3 11

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 3.56 2.73 10.00 7.00 8.20 2.55 2.50 6.00 1.08 1.04 3.44 6.50

Intersection: Montauk Hwy & Secatogue Ln Start Time: 11:30 SBRT 643 58

29 670 39

607 40

29 611 33

NBLT 47 60

NBTH

NBRT 34 43

64 52 SBRT

0 0 SBTH

77 63 SBLT

EBLT EBTH EBRT

9 676 61

7 848 43

9 660 54

6 738 23

NBTH 13 26

716 26

55 669 32

57 676 36

NBRT 32 46

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.27 0.00 0.00 0.00 1.27 0.00 0.00 1.44 1.06 1.06 0.89 0.00

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.45 1.23 2.00 1.83 1.48 0.90 1.03 1.18 1.01 1.10 1.14 1.00

Intersection: Montauk Hwy & Milligan Ln/East Hospital Access Start Time: 11:30 SBTH

SBLT

EBLT EBTH EBRT

WBRT WBTH WBLT NBLT 13 12

NBTH 0 0

NBRT 38 36

18 12 SBRT

26 8 SBTH

23 15 SBLT

EBLT EBTH EBRT NBLT 69 94

NBTH 5 1

NBRT 76 142

20 15 SBRT

5 3 SBTH

73 54 SBLT

EBLT EBTH EBRT NBRT 61 64

7 752 60

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 0.96 1.38 0.00 0.00 0.95 0.70 0.55 2.50 1.04 1.04 1.42 1.75

19 689 71

15 687 136

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.86 1.53 0.27 3.20 1.36 1.03 0.79 1.13 1.00 1.02 1.91 1.03

Intersection: Montauk Hwy & Pat Dr/Snedecor Ave Start Time: 11:30

WBRT WBTH WBLT NBTH 3 7

12 721 42

Intersection: Montauk Hwy & Pease Ln/Beach Dr Start Time: 11:30

WBRT WBTH WBLT

NBLT 29 46

675 29

Intersection: Montauk Hwy & Keith Ln/West Hospital Access Start Time: 12:00

WBRT WBTH WBLT

34 25 SBRT 686 14

SBLT WBRT WBTH WBLT

NBLT 35 52

712 35

SBTH

EBLT EBTH EBRT

53 743 56

67 824 58

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.05 1.35 2.44 1.52 1.59 1.30 1.26 1.86 1.11 1.15 1.04 1.12

2019 Summer Traffic Volumes developed via

XXX XXX

PM Peak Volumes

9 13 SBRT 2 728 20

7 658 10

0 0 SBTH

WBRT WBTH WBLT NBLT 9 30

NBTH 0 0

Legend: 2020 Intersection Volumes 2019 Volumes (Adjusted)

Intersection: Montauk Hwy & Barberry Rd/Wagstaff Ln Start Time: 16:00

3 5 SBLT

EBLT EBTH EBRT

Good Samaritan Hospital Medical Center 26435.03 PM Peak

12 773

8 793

NBRT 3 4

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.36 0.67 2.00 0.00 3.33 2.29 0.68 2.00 1.03 1.11 1.21 0.29

Intersection: Montauk Hwy & Secatogue Ln Start Time: 16:00 SBRT 642 45

26 601 48

609 36

22 610 30

NBLT 41 33

NBTH

NBRT 27 16

48 44 SBRT

0 0 SBTH

45 42 SBLT

EBLT EBTH EBRT

8 607 75

15 1013 40

12 642 80

14 901 23

NBTH 12 27

792 38

68 732 18

72 761 15

NBRT 65 56

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 0.58 0.00 0.00 0.00 0.79 0.00 0.00 1.25 1.06 1.05 1.12 0.00

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 0.87 1.08 2.29 1.11 1.40 0.88 1.06 1.61 1.04 0.99 0.86 1.18

Intersection: Montauk Hwy & Milligan Ln/East Hospital Access Start Time: 16:00 SBTH

SBLT

EBLT EBTH EBRT

WBRT WBTH WBLT NBLT 14 16

NBTH 0 0

NBRT 39 48

13 14 SBRT

2 4 SBTH

21 23 SBLT

EBLT EBTH EBRT NBLT 125 134

NBTH 13 11

NBRT 189 230

17 16 SBRT

13 11 SBTH

40 39 SBLT

EBLT EBTH EBRT NBRT 75 86

14 808 58

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.22 1.33 0.00 0.00 1.15 1.00 1.03 3.21 1.04 0.94 1.05 1.00

18 701 72

13 690 95

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.22 0.92 0.83 0.42 1.07 1.29 0.73 0.94 0.98 0.95 1.32 0.69

Intersection: Montauk Hwy & Pat Dr/Snedecor Ave Start Time: 15:00

WBRT WBTH WBLT NBTH 8 13

14 774 55

Intersection: Montauk Hwy & Pease Ln/Beach Dr Start Time: 15:00

WBRT WBTH WBLT

NBLT 25 48

744 34

Intersection: Montauk Hwy & Keith Ln/West Hospital Access Start Time: 16:00

WBRT WBTH WBLT

24 18 SBRT 685 26

SBLT WBRT WBTH WBLT

NBLT 60 84

643 84

SBTH

EBLT EBTH EBRT

67 779 80

97 856 117

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.15 1.04 1.64 1.17 1.91 1.45 1.45 1.74 1.10 1.12 1.46 1.07

2019 Summer Traffic Volumes developed via

XXX XXX

Saturday Peak Volumes

2 11 SBRT 2 596 12

16 650 6

0 0 SBTH

WBRT WBTH WBLT NBLT 6 6

NBTH 0 0

Legend: 2020 Intersection Volumes 2019 Volumes (Adjusted)

Intersection: Montauk Hwy & Barberry Rd/Wagstaff Ln Start Time: 11:30

1 6 SBLT

EBLT EBTH EBRT

Good Samaritan Hospital Medical Center 26435.03 Saturday Peak

10 731

15 594

NBRT 8 24

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 3.00 0.17 0.00 0.00 1.00 0.50 1.50 2.00 0.81 0.92 3.00 0.15

Intersection: Montauk Hwy & Secatogue Ln Start Time: 11:30 SBRT 586 35

17 574 66

622 50

29 601 22

NBLT 54 60

NBTH

NBRT 37 37

49 47 SBRT

7 7 SBTH

53 51 SBLT

EBLT EBTH EBRT

5 606 88

17 751 36

9 612 80

11 730 31

NBTH 5 5

535 21

70 704 17

59 556 22

NBRT 27 39

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.00 0.00 0.00 0.00 1.11 0.00 0.00 0.69 0.79 0.94 0.60 0.00

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.44 1.04 1.00 1.00 0.77 1.26 0.84 3.00 0.79 0.96 1.29 0.60

Intersection: Montauk Hwy & Milligan Ln/East Hospital Access Start Time: 11:30 SBTH

SBLT

EBLT EBTH EBRT

WBRT WBTH WBLT NBLT 13 15

NBTH 0 0

NBRT 30 80

13 9 SBRT

3 7 SBTH

20 14 SBLT

EBLT EBTH EBRT NBLT 77 54

NBTH 12 11

NBRT 120 203

23 17 SBRT

13 8 SBTH

69 52 SBLT

EBLT EBTH EBRT NBRT 81 55

5 610 52

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 2.67 0.40 0.00 1.00 1.15 0.67 0.36 1.13 0.79 0.98 0.69 1.00

14 766 90

6 610 72

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 1.69 1.40 0.91 0.43 0.69 1.22 0.40 1.10 0.80 0.99 0.80 0.59

Intersection: Montauk Hwy & Pat Dr/Snedecor Ave Start Time: 11:30

WBRT WBTH WBLT NBTH 5 3

14 775 76

Intersection: Montauk Hwy & Pease Ln/Beach Dr Start Time: 11:30

WBRT WBTH WBLT

NBLT 22 21

675 35

Intersection: Montauk Hwy & Keith Ln/West Hospital Access Start Time: 12:00

WBRT WBTH WBLT

4 9 SBRT 647 35

SBLT WBRT WBTH WBLT

NBLT 25 19

634 39

SBTH

EBLT EBTH EBRT

62 833 80

19 689 53

A1 / C1 (NBRT / SBRT) A2 / C2 (NBTH / SBTH) A3 / C3 (NBLT / SBLT) B1 / D1 (WBRT / EBRT) B2 / D2 (WBTH / EBTH) B3 / D3 (WBLT / EBLT)

Adjustment Factor 0.67 1.33 0.50 1.67 0.93 0.62 0.31 1.16 0.83 1.03 0.67 1.50

Appendix B

Description Accident Summary Data

Appendix

Project Name: Good Samaritan Hospital

ACCIDENT RATE CALCULATIONS - INTERSECTION

Location:

Montauk Highway and East Bay Drive

Date Range:

4/1/2016 - 3/31/2019

(

13 accidents in

years) * (

(

365 days/year)*(

years) * (

1,000,000 ) 17571 veh./day)

ACCIDENT RATE = 0.68 accidents per million vehicle miles

STATEWIDE AVERAGE RATE =

0.18 (3 LEGGED INTERSECTIONS, SIGN 1-3 LANES, ALL TYPES ACC/MEV)

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV-T\tech\Accidents\Accident Rate Calc Sheet.xlsx

Project Name: Good Samaritan Hospital

ACCIDENT RATE CALCULATIONS - INTERSECTION

Location:

Montauk Highway and Keith Lane/Hospital Westerly Driveway

Date Range:

4/1/2016 - 3/31/2019

(

18 accidents in

years) * (

(

365 days/year)*(

years) * (

1,000,000 ) 19621 veh./day)

ACCIDENT RATE = 0.84 accidents per million vehicle miles

STATEWIDE AVERAGE RATE =

0.54 (4 LEGGED &>INTERSECTIONS, SIGNAL 1-4 LANES, ALL TYPES ACC/MEV)

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV-T\tech\Accidents\Accident Rate Calc Sheet.xlsx

Project Name: Good Samaritan Hospital

ACCIDENT RATE CALCULATIONS - INTERSECTION

Location:

Montauk Highway and Snedecor Lane/Pat Drive

Date Range:

4/1/2016 - 3/31/2019

(

22 accidents in

years) * (

(

365 days/year)*(

years) * (

1,000,000 ) 20511 veh./day)

ACCIDENT RATE = 0.98 accidents per million vehicle miles

STATEWIDE AVERAGE RATE =

0.54 (4 LEGGED &>INTERSECTIONS, SIGNAL 1-4 LANES, ALL TYPES ACC/MEV)

Project Name: Good Samaritan Hospital

ACCIDENT RATE CALCULATIONS - INTERSECTION

Location:

Montauk Highway and Pease Lane/Beach Drive

Date Range:

4/1/2016 - 3/31/2019

(

30 accidents in

years) * (

(

365 days/year)*(

years) * (

1,000,000 ) 21021 veh./day)

ACCIDENT RATE = 1.30 accidents per million vehicle miles

STATEWIDE AVERAGE RATE =

0.54 (4 LEGGED &>INTERSECTIONS, SIGNAL 1-4 LANES, ALL TYPES ACC/MEV)

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV-T\tech\Accidents\Accident Rate Calc Sheet.xlsx

0.42 0.52 0.37 0.42

2.11 1.96 1.88 2.1

1.85 1.76 1.81

DIVIDED 2 LANES 4 LANES ALL LANES 0.39 0.32 0.35

ACC/MVM

UNDIVIDED 2 LANES 3 LANES 4 LANES ALL LANES

0.45 0.48 0.46

0.56 0.52 0.42 0.56

ACC/MVM

WET ROAD FIXED OBJECT

MAINLINE ACCIDENTS ONLY ALL TYPES

RURAL FUNCTION CLASS

FREE ACCESS CONTROLLED

FACILITY TYPE

2.56 1.99 2.19

2.66 2.31 2.61 2.65

ACC/MVM

ALL TYPES

0.52 0.36 0.42

0.52 0.47 0.49 0.52

ACC/MVM

WET ROAD

0.53 0.53 0.53

0.66 0.55 0.51 0.66

ACC/MVM

FIXED OBJECT

MAINLINE & JUNCTURE ACCIDENTS

MAINLINE & JUNCTURE ACCIDENTS: "Intersection & Non-Intersection Accidents/MVM" includes intersection and mainline accidents. They are used for analysis of linear highway sections where intersections are involved within the analysis limits and are the most commonly used rates for accident analysis purposes.

MAINLINE ACCIDENTS ONLY: "Non-Intersection Accidents/MVM" is used for linear highway sections where there are no intersecting roads or ramp junctions within analysis limits. An example of the correct use of these rates would involve a linear section of highway which contains no intersections with other public highways, but may contain intersections with private roads or driveways.

Average accident rates are based on both reportable and available non-reportable crashes.

(BASED ON ACCIDENT DATA January 1, 2017 TO December 31, 2018)

AVERAGE ACCIDENT RATES FOR STATE HIGHWAYS BY FACILITY TYPE

ACC/MVM

UNDIVIDED

4 LANES 6 LANES ALL LANES

DIVIDED

2 LANES ALL LANES

UNDIVIDED

URBAN FUNCTION CLASS

4 LANES ALL LANES

DIVIDED

1.76 1.47 1.75

1.98 2.36

1.72 1.71

1.91 1.87

ALL TYPES

RURAL FUNCTION CLASS

2 LANES ALL LANES

0.6 0.55 0.74 0.62 0.61

0.43 0.58 0.67 0.48

0.18 0.18 0.15 0.04 0.18

0.33 0.3 0.2 0.3

0.38 0.28 0.36

0.55 0.6

0.33 0.33

0.44 0.43

ACC/MVM

0.27 0.19 0.26

0.49 0.42

0.71 0.7

0.41 0.4

ACC/MVM

WET ROAD FIXED OBJECT

MAINLINE ACCIDENTS ONLY

3.23 2.9 4.08 3.93 3.25

DIVIDED 2 LANES 4 LANES 6 LANES 7 LANES ALL LANES

PARTIAL CONTROL OF ACCESS

2.25 2.95 3.35 2.49

2 LANES 3 LANES 4 LANES ALL LANES

UNDIVIDED

URBAN FUNCTION CLASS

0.98 0.88 0.98 0.9 0.92

0.67 0.94 1.16 0.77

2.12 1.7 2.11

2.72 3.47

1.84 1.83

2.41 2.38

ACC/MVM

ALL TYPES

0.44 0.32 0.42

0.69 0.85

0.34 0.34

0.56 0.56

ACC/MVM

WET ROAD

0.28 0.24 0.2 0.07 0.22

0.42 0.39 0.31 0.41

0.3 0.22 0.28

0.57 0.51

0.75 0.73

0.49 0.48

ACC/MVM

FIXED OBJECT

MAINLINE & JUNCTURE ACCIDENTS

5.26 4.62 5.38 4.91 4.92

3.54 4.76 5.81 4.01

0.19 0.13 0.21 0.19

0.47 0.48

0.44 0.41 0.29 0.44

0.61 0.63

0.33

1.64

1.14 1.24 1.45 1.54 1.34

DIVIDED 4 LANES 5 LANES 6 LANES 7 LANES ALL LANES 0.24 0.22 0.28 0.28 0.26

ACC/MVM

0.25 0.25 0.18 0.27 0.19

0.27

ACC/MVM

WET ROAD FIXED OBJECT

ALL TYPES

MAINLINE ACCIDENTS ONLY

1.04 0.97 0.91 1.05

2.11 2.23

UNDIVIDED ALL LANES

URBAN FUNCTION CLASS

4 LANES 5 LANES 6 LANES ALL LANES

DIVIDED

UNDIVIDED 2 LANES ALL LANES

RURAL FUNCTION CLASS

CONTROLLED ACCESS (FULL)

0.19 0.13 0.22 0.2

0.55 0.57

0.44 0.42 0.29 0.44

0.69 0.72

1.24 1.4 1.55 1.65 1.43

2.21

ACC/MVM

ALL TYPES

0.26 0.25 0.29 0.31 0.28

0.44

ACC/MVM

WET ROAD

0.29 0.26 0.19 0.3 0.22

0.33

ACC/MVM

FIXED OBJECT

MAINLINE & JUNCTURE ACCIDENTS

1.07 1 0.94 1.09

2.48 2.62

0.42 0.17 0.12

0.68 0.35 0.25

0.95 0.03

0.38 0.07

4LEGGED&>INTERSECTIONS SIGNAL ALL LANES SIGN ALL LANES NO CONTROL ALL LANES

ON RAMP (ALL CONTROL) MERGE W/ 1 LANE MERGE W/ 2&> LANES

OFF RAMP (ALL CONTROL) MERGE W/ 1 LANE MERGE W/ 2&> LANES 0 0.01

0.38 0.01

0.14 0.06 0.04

0.07 0.03 0.02

0.09 0

0.01

0.19

0.19 0.05 0.03

0.14 0.03 0.02

0.07 0.02 0.01

0.03 0.01 0.01

0.01

0.09

0.01

0.04 0.01 0.01

0.03 0.01 0.01

0.09

0.38

0.16 0.11 0.05

0.06 0.01 0.01

0.03 0.01 0

0.02 0.00 0.00

0.01 0 0.01

0.01 0.00 0.00

0.01 0.01 0.01

0.01 0.00 0.00

ALL WET LEFT REAR OVERRIGHT RIGHT HEAD SIDETYPES ROAD TURN END TAKING ANGLE TURN ON SWIPE ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV

RURAL FUNCTION CLASS 3 LEGGED INTERSECTIONS SIGNAL ALL LANES SIGN ALL LANES NO CONTROL ALL LANES

INTERSECTION TYPE

(BASED ON ACCIDENT DATA January 1, 2017 TO December 31, 2018)

AVERAGE INTERSECTION ACCIDENT RATES FOR STATE HIGHWAYS BY INTERSECTION TYPE

0.01

0.12 0.07 0.05

SIGN 4 LANES

SIGN 5 & > LANES

NO CONTROL ALL LANES

0.15 0.14

SIGN 4 & > LANES

NO CONTROL ALL LANES

0.03 0.02

MERGE W/ 3&> LANES

0.01

0.04 0.02

MERGE W/ 2 LANES

MERGE W/ 3&> LANES

0.05

0.01

0.03

0.06

0.04

0.1

0.01

0.03

0.17

MERGE W/ 1 LANE

OFF RAMP (ALL CONTROL)

0.18

MERGE W/ 1 LANE

MERGE W/ 2 LANES

ON RAMP (ALL CONTROL)

0.2 0.31

SIGN 1-3 LANES

0.23

SIGNAL W/ LEFT TURN 5 & > LANES

SIGNAL W/0 LEFT TURN 5 & > LANES

0.54

SIGNAL 1-4 LANES

4 LEGGED &> INTERSECTIONS

0.02

0.18

SIGN 1-3 LANES

0.03

0.17

SIGNAL W/0 LEFT TURN 5 & > LANES

0.03

0.06

0.15

0.31

0.01

0.03

0.02

0.05

0.01

0.02

0.01

0.03

0.01

0.07

0.01

0.09

0.05

0.08

0.06

0.1

0.22

0.02

0.04

0.06

0.08

0.06

0.12

0.01

0.03

0.01

0.03

0.02

0.04

0.07

0.01

0.02

0.01

0.03

0.04

0.03

0.01

0.03

0.08

0.04

0.03

0.08

0.01

0.02

0.04

0.01

0.02

0.01

ALL WET LEFT REAR OVERRIGHT RIGHT HEAD SIDETYPES ROAD TURN END TAKING ANGLE TURN ON SWIPE ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV ACC/MEV

5 & > LANES

SIGNAL W/ LEFT TURN

SIGNAL 1-4 LANES

URBAN FUNCTION CLASS 3 LEGGED INTERSECTIONS

INTERSECTION TYPE

Date: 9/9/2019 3:47:13 PM

Public Property Damage: OTHER

Registered Weight: 3254 Driver's Age:

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 2

Public Property Damage: OTHER

Registered Weight: 3518 Driver's Age: 71

Apparent Factors: TURNING IMPROPER, NOT APPLICABLE

Pre-Accd Action: ENTERING PARKED POSITION

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

Sex: F

Public Property Damage: OTHER

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Registered Weight: 2830 Driver's Age: 23

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 3345 Driver's Age: 66

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051071 Street: [Route] 27A AT INTERSECTION WITH HALL ST 5/17/2016 Tue 16:03 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36209080 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 5/12/2016 Thu 09:00 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36205952 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT TURN (WITH OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

16416_VDR Date in this report covers the period - 4/1/2016-3/31/2019 Complete Accident data from NYSDMV is only available thru 3/31/2019 12:00:00 AM

Accident Verbal Description

Accident Location Information System(ALIS)

Page 1 of 79

Public Property Damage: OTHER

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: 2745 Driver's Age: 58

Public Property Damage: OTHER

Registered Weight: 3173 Driver's Age: 50

Public Property Damage: OTHER

Registered Weight: 3616 Driver's Age: 37

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: FOLLOWING TOO CLOSELY, DRIVER INATTENTION

Public Property Damage: OTHER

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Direction of Travel: NORTH-EAST

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 3432 Driver's Age: 18

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Veh :1

Sex: F

Muni: Islip(T) Ref. Marker: Street: Thu 15:18 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36260312 Accident Class: PROPERTY DAMAGE Police Agency: BRENTWOOD SP Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

County: Suffolk 6/16/2016

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 6/11/2016 Sat 07:16 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2016-36249608 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

Page 2 of 79

Public Property Damage: OTHER

Registered Weight: 3987 Driver's Age: 68

Public Property Damage: OTHER

Registered Weight: 2749 Driver's Age: 22

Apparent Factors: VIEW OBSTRUCTED/LIMITED, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3359 Driver's Age: 19

Public Property Damage: OTHER

Registered Weight: 3675 Driver's Age: 66

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Case: 2016-36310521 Num of Veh: 2

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051075 Street: MONTAUK HWY 35 Meters West of Hellwig Ln 7/24/2016 Sun 16:44 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH E BAY DR 7/15/2016 Fri 15:50 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2016-36297308 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH E BAY DR 6/1/2016 Wed 14:25 PM Persons Killed: 0 Persons Injured: 2 Extent of Injuries: CC Case: 2016-36278401 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: LEFT TURN (WITH OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 3 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 22

Public Property Damage: OTHER

Registered Weight: Driver's Age: 45

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: DRIVER INATTENTION, DRIVER INEXPERIENCE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: FL Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4295 Driver's Age: 24

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Registered Weight: 4289 Driver's Age: 69

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: DRIVER INATTENTION, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: MONTAUK HWY AT INTERSECTION WITH SECATOGUE LN 7/7/2016 Thu 20:23 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2016-36310991 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLLISION WITH BICYCLIST Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: CLOUDY Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DUSK Loc. of Ped/Bicycle: PED/BICYCLIST AT INTERSECTION Action of Ped/Bicycle: CROSSING/ NO SIGNAL OR CROSSWALK

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH KEITH LN 7/14/2016 Thu 10:51 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2016-36310561 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 4 of 79

Registered Weight:

Registered Weight: Public Property Damage: OTHER

Driver's Age: 14

Public Property Damage: OTHER

Driver's Age:

Apparent Factors: NOT APPLICABLE, VIEW OBSTRUCTED/LIMITED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

BICYCLE Num of Occupants: 1

Apparent Factors: UNKNOWN, UNKNOWN

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: NORTH

OTHER Num of Occupants: 0 Citation Issued:

School Bus Involved: OTHER

Citation Issued: N

School Bus Involved: OTHER

State of Registration: -3 Sex: M

State of Registration: -3 Sex:

Registered Weight: Public Property Damage: OTHER

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: NORTH

BICYCLE Num of Occupants: 1 Driver's Age: 62

Public Property Damage: OTHER

Registered Weight: Driver's Age: 31

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

State of Registration: NY Sex: F

School Bus Involved: OTHER

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: 3499 Driver's Age: 19

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051075 Street: [Route] 27A AT INTERSECTION WITH HELLWIG LN 4/14/2016 Thu 17:02 PM Persons Killed: 0 Persons Injured: 2 Extent of Injuries: CC Case: 2016-36333145 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: Street: RAMP AT INTERSECTION WITH Montauk Hwy 8/3/2016 Wed 08:18 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36326975 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT/ GRADE Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Page 5 of 79

Public Property Damage: OTHER

Registered Weight: 2895 Driver's Age: 24

Apparent Factors: PASSING OR LANE USAGE IMPROPERLY, NOT ENTERED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1 Sex: F School Bus Involved: OTHER

State of Registration: NY Citation Issued: Y

Public Property Damage: OTHER

Registered Weight: 4810 Driver's Age: 48

Public Property Damage: OTHER

Direction of Travel: EAST

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: FOLLOWING TOO CLOSELY, DRIVER INATTENTION

Pre-Accd Action: SLOWED OR STOPPING

Registered Weight: 4438 Driver's Age: 65

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Registered Weight: 4107 Driver's Age: 27

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

CAR/VAN/PICKUP

Registered Weight:

State of Registration: NY

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH E Bay Dr 6/26/2016 Sun 18:20 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36357378 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: LEFT TURN (AGAINST OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :3

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH Snedecor Ave 8/15/2016 Mon 18:35 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2016-36343570 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 3 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Apparent Factors: NOT ENTERED, NOT ENTERED

Pre-Accd Action: MAKING LEFT TURN

Page 6 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 37

Citation Issued: N

Apparent Factors: NOT ENTERED, NOT ENTERED

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1 Public Property Damage: OTHER

Registered Weight: 3140 Driver's Age: 18

Public Property Damage: OTHER

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: PASSING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: OVERTAKING

Registered Weight: 4458 Driver's Age: 19

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: [Route] 27A AT INTERSECTION WITH SECATOGUE LN 9/8/2016 Thu 08:33 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36374213 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT TURN (AGAINST OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Apparent Factors: NOT ENTERED, NOT ENTERED

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-WEST

Registered Weight: 3714 Driver's Age: 64

CAR/VAN/PICKUP Num of Occupants: 1

Veh :1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

Muni: Islip(T) Ref. Marker: Street: MONTAUK HWY Fri 10:35 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36360727 Accident Class: PROPERTY DAMAGE Police Agency: Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

County: Suffolk 8/12/2016

Veh :1

Public Property Damage: OTHER

Driver's Age: 37

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-WEST

Num of Occupants: 2

Page 7 of 79

Registered Weight: 54000

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-EAST

TRUCK Num of Occupants: 1 Public Property Damage: OTHER

Driver's Age: 51 School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Registered Weight:

Citation Issued: School Bus Involved: OTHER

School Bus Involved: OTHER

State of Registration: MA Sex: Citation Issued:

State of Registration: NY Sex:

Public Property Damage: OTHER

Registered Weight: Driver's Age:

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: UNKNOWN

CAR/VAN/PICKUP Num of Occupants: 2

Driver's Age: Public Property Damage: OTHER

Apparent Factors: DRIVER INEXPERIENCE, UNKNOWN

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: EAST

OTHER Num of Occupants: 0

Public Property Damage: OTHER

Registered Weight: Driver's Age: 68

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Public Property Damage: OTHER

Registered Weight: Driver's Age:

Apparent Factors: NOT APPLICABLE, BACKING UNSAFELY

Pre-Accd Action: BACKING

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: [Route] 27A AT INTERSECTION WITH W BAY DR 9/23/2016 Fri 12:41 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36396019 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 9/14/2016 Wed 17:00 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36387324 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT TURN (WITH OTHER CAR) Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Page 8 of 79

Public Property Damage: OTHER

Registered Weight: 3865 Driver's Age: 53

Public Property Damage: OTHER

Registered Weight: 3419 Driver's Age: 47

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 8900 Driver's Age: 41

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 24

CAR/VAN/PICKUP

Registered Weight:

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

State of Registration: NY

School Bus Involved: OTHER

State of Registration: MD Sex: M Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 9/30/2016 Fri 16:17 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36404706 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: OTHER Manner of Collision: REAR END Weather: RAIN Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :3

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 9/30/2016 Fri 15:45 PM Persons Killed: 0 Persons Injured: 2 Extent of Injuries: CC Case: 2016-36404704 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 3 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: RAIN Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Page 9 of 79

Driver's Age: 17 Public Property Damage: OTHER

Sex: M

Citation Issued: N School Bus Involved: OTHER

Registered Weight:

Apparent Factors: UNKNOWN, UNKNOWN

Pre-Accd Action: UNKNOWN

Direction of Travel: UNKNOWN

OTHER Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Public Property Damage: OTHER

Driver's Age:

Public Property Damage: OTHER

Direction of Travel: NORTH

Pre-Accd Action: PARKED

Registered Weight: Driver's Age:

CAR/VAN/PICKUP Num of Occupants: 2

State of Registration: Sex: U

School Bus Involved: OTHER

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: 4902 Driver's Age: 55

Public Property Damage: OTHER

Registered Weight: 2747 Driver's Age: 65

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: MONTAUK HWY AT INTERSECTION WITH SECATOGUE LN 9/29/2016 Thu 09:10 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2016-36408264 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: LEFT TURN (AGAINST OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY 21 Meters West of Pease Ln 9/22/2016 Thu 16:00 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36405872 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

Num of Occupants: 2

Page 10 of 79

Public Property Damage: OTHER

Registered Weight: 2729 Driver's Age: 18

Public Property Damage: OTHER

Registered Weight: 3125 Driver's Age: 68

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: DRIVER INEXPERIENCE, NOT APPLICABLE

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 30

Public Property Damage: OTHER

Registered Weight: Driver's Age: 17

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Street: MONTAUK HWY

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 AT INTERSECTION WITH SNEDECOR AVE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051071 Street: MONTAUK HWY 72 Meters West of Hall St 10/21/2016 Fri 07:14 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36433444 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH E BAY DR 10/7/2016 Fri 20:52 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36420713 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: TRAFFIC CONTROL DEVICES DISREGARDED, NOT APPLICABLE

Page 11 of 79

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 3882 Driver's Age: 32

CAR/VAN/PICKUP Num of Occupants: 1 Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: Driver's Age: 54

Public Property Damage: OTHER

Registered Weight: Driver's Age: 71

Apparent Factors: NOT APPLICABLE, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, UNKNOWN

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: U Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY 41 Meters West of Snedecor Ave 11/10/2016 Thu 14:45 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36484005 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH KEITH LN 11/16/2016 Wed 07:10 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36479371 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: LEFT TURN (WITH OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Public Property Damage: OTHER

Direction of Travel: EAST

State of Registration: NY Citation Issued: N

Registered Weight: 3076 Driver's Age: 23

CAR/VAN/PICKUP Num of Occupants: 1

Veh :2 Sex: F

Mon 15:25 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2016-36441865 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

10/24/2016

Page 12 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 43

Public Property Damage: OTHER

Registered Weight: Driver's Age: 53

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Action of Ped/Bicycle: NOT APPLICABLE

Public Property Damage: OTHER

Registered Weight: 3270 Driver's Age: 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 60

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, NOT APPLICABLE

Pre-Accd Action: BACKING

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Sex: F

CAR/VAN/PICKUP

Registered Weight: 4087

State of Registration: NY

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY 37 Meters West of Pease Ln 12/3/2016 Sat 08:15 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2016-36503066 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLLISION WITH SIGN POST Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: [Route] 27A 14 Meters East of W Bay Dr 11/25/2016 Fri 15:30 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36489561 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DUSK Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Road Surface Condition: DRY Loc. of Ped/Bicycle: NOT APPLICABLE

Page 13 of 79

Driver's Age: 71 Public Property Damage: OTHER

Sex: F

Citation Issued: N School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: 3272 Driver's Age: 79

Public Property Damage: OTHER

Registered Weight: 3209 Driver's Age: 66

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MERGING

Direction of Travel: SOUTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: GLARE, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: Driver's Age: 61

Public Property Damage: OTHER

Registered Weight: Driver's Age: 48

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: Y

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH Ramp 12/29/2016 Thu 17:25 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36543308 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: RAIN Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: [Route] 27A 27 Meters West of Ramp 12/4/2016 Sun 14:40 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2016-36524328 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, LOST CONSCIOUSNESS

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

Num of Occupants: 1

Page 14 of 79

Public Property Damage: OTHER

Registered Weight: 3466 Driver's Age: 27

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: DRIVER INATTENTION, PASSING OR LANE USAGE IMPROPERLY

Pre-Accd Action: OVERTAKING

Registered Weight: 5882 Driver's Age: 26

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: VIEW OBSTRUCTED/LIMITED, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: Y

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 53

Public Property Damage: OTHER

Direction of Travel: NORTH

School Bus Involved: OTHER

State of Registration: MD Sex: M Citation Issued: Y

School Bus Involved: OTHER

State of Registration: NJ Sex: M Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Street: MONTAUK HWY

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Registered Weight: Driver's Age: 52

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 AT INTERSECTION WITH MILLIGAN LN

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: BEACH DR AT INTERSECTION WITH MONTAUK HWY 1/11/2017 Wed 09:10 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36562450 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH E BAY DR 1/9/2017 Mon 07:37 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36557114 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: LEFT TURN (WITH OTHER CAR) Weather: CLEAR Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, TURNING IMPROPER

Page 15 of 79

Apparent Factors: NOT ENTERED, NOT ENTERED

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1 Public Property Damage: OTHER

Registered Weight: 3065 Driver's Age: 21 Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 18

Registered Weight: Public Property Damage: OTHER

Driver's Age: 44

State of Registration: NY Sex: M

School Bus Involved: OTHER

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Muni: Islip(T) Ref. Marker: 908J07011054 Street: ROBERT MOSES CSWY Thu 06:56 AM Persons Killed: 0 Persons Injured: 3 Extent of Injuries: CCC Case: 2017-36600688 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: BRENTWOOD SP Num of Veh: 1 Type Of Accident: COLLISION WITH GUIDE RAIL Traffic Control: NONE Manner of Collision: OTHER Weather: SNOW Road Surface Condition: SNOW/ICE Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT

Apparent Factors: REACTION TO OTHER UNINVOLVED VEHICL, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: EAST

OTHER Num of Occupants: 1

Apparent Factors: REACTION TO OTHER UNINVOLVED VEHICL, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk 2/9/2017

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH Beach Dr 1/30/2017 Mon 10:50 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36596108 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Public Property Damage: OTHER

Apparent Factors: DRIVER INATTENTION, PAVEMENT SLIPPERY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

Sex: F

CAR/VAN/PICKUP Num of Occupants: 1

Veh :2

Registered Weight: 2952 Driver's Age: 22

Fri 09:20 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2016-36593779 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

4/1/2016

Page 16 of 79

Public Property Damage: OTHER

Registered Weight: 5535 Driver's Age: 36

Apparent Factors: PAVEMENT SLIPPERY, UNSAFE SPEED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 3 Sex: M School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Action of Ped/Bicycle: NOT APPLICABLE

Public Property Damage: OTHER

Registered Weight: 4872 Driver's Age: 36

Public Property Damage: OTHER

Registered Weight: Driver's Age: 21

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Sex: F

Public Property Damage: OTHER

Registered Weight: 3046 Driver's Age: 37

CAR/VAN/PICKUP Num of Occupants: 1

Registered Weight: 2997 Driver's Age: 50

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 2/24/2017 Fri 07:07 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36618426 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: LEFT TURN (AGAINST OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051070 Street: MONTAUK HWY AT INTERSECTION WITH BARBERRY RD 2/17/2017 Fri 14:25 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36610272 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Loc. of Ped/Bicycle: NOT APPLICABLE

Page 17 of 79

Direction of Travel: NORTH

Public Property Damage: OTHER

School Bus Involved: OTHER

Registered Weight: Public Property Damage: OTHER

Driver's Age:

Public Property Damage: OTHER

Registered Weight: 2943 Driver's Age: 42

Public Property Damage: OTHER

Registered Weight: Driver's Age: 45

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MERGING

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Public Property Damage: OTHER

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: VA Sex: M Citation Issued: N

Sex: M

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Direction of Travel: NORTH-EAST

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 4082 Driver's Age: 61

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

Citation Issued:

Veh :2

Sex: M

State of Registration: -3 Sex:

Muni: Islip(T) Ref. Marker: 908J07011054 Street: ROBERT MOSES CSWY Fri 08:45 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36637855 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: YIELD SIGN Manner of Collision: REAR END Weather: SNOW Road Surface Condition: WET Road Char.: CURVE AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 3

Apparent Factors: DRIVER INATTENTION, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

OTHER Num of Occupants: 0

County: Suffolk 3/10/2017

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH SNEDECOR AVE 3/4/2017 Sat 16:00 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36629925 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: GLARE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Page 18 of 79

Public Property Damage: OTHER

Registered Weight: 3929 Driver's Age: 66

Public Property Damage: OTHER

Registered Weight: 4482 Driver's Age: 63

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Sex: M

Sex: F

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Case: 2017-36647333 Num of Veh: 2

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Extent of Injuries: C Police Agency: SUFFOLK CO PD YAPHANK

Public Property Damage: OTHER

Registered Weight: 3347 Driver's Age: 58

Public Property Damage: OTHER

Registered Weight: 3223 Driver's Age: 24

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: GLARE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH Ramp 3/9/2017 Thu 13:55 PM Persons Killed: 0 Persons Injured: 1 Accident Class: PROPERTY DAMAGE AND INJURY

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH Pat Dr 3/13/2017 Mon 18:20 PM Persons Killed: 0 Persons Injured: 2 Extent of Injuries: CC Case: 2017-36641564 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DUSK Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: [Route] 27A AT INTERSECTION WITH SECATOGUE LN 3/13/2017 Mon 15:10 PM Persons Killed: 0 Persons Injured: 2 Extent of Injuries: CC Case: 2017-36640372 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 19 of 79

Public Property Damage: OTHER

Registered Weight: 4927 Driver's Age: 26

Public Property Damage: OTHER

Registered Weight: 3556 Driver's Age: 17

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-WEST

CAR/VAN/PICKUP Num of Occupants: 3

Apparent Factors: GLARE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 55

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Registered Weight: 4416 Driver's Age: 43

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH Beach Dr 3/24/2017 Fri 14:30 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: A Case: 2017-36668061 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT TURN (WITH OTHER CAR) Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH SNEDECOR AVE 3/18/2017 Sat 21:06 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36652747 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 20 of 79

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: UNKNOWN, NOT APPLICABLE

Public Property Damage: OTHER

Registered Weight: 3337 Driver's Age: 24

Public Property Damage: OTHER

Direction of Travel: EAST

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 4296 Driver's Age: 59

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 23

Public Property Damage: OTHER

Registered Weight: 9000 Driver's Age: 45

Public Property Damage: OTHER

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Direction of Travel: SOUTH-WEST

Registered Weight: 4743 Driver's Age: 49

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Veh :1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: Y

Muni: Islip(T) Ref. Marker: 908J07011054 Street: ROBERT MOSES CSWY Wed 08:05 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36692758 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: CURVE AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: FOLLOWING TOO CLOSELY, PAVEMENT SLIPPERY

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk 4/12/2017

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051071 Street: MONTAUK HWY 11 Meters West of Secatogue Ln 4/6/2017 Thu 16:30 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36680850 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: RAIN Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Page 21 of 79

Registered Weight: 16000

Public Property Damage: OTHER

Registered Weight: 4457 Driver's Age: 21

Apparent Factors: TURNING IMPROPER, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: 4022 Driver's Age: 18

CAR/VAN/PICKUP Num of Occupants: 1

Registered Weight: 3404 Driver's Age: 27

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051071 Street: MONTAUK HWY AT INTERSECTION WITH Hall St 4/18/2017 Tue 07:00 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36728845 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Public Property Damage: OTHER

State of Registration: NY Citation Issued: N

Direction of Travel: EAST

Sex: M

Registered Weight: 5116 Driver's Age: 43

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Veh :1

Public Property Damage: OTHER

Driver's Age: 41

Muni: Islip(T) Ref. Marker: 27A07051077 Street: MONTAUK HWY Wed 09:25 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36700775 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: OTHER Manner of Collision: LEFT TURN (AGAINST OTHER CAR) Weather: RAIN Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-WEST

TRUCK Num of Occupants: 1

County: Suffolk 4/26/2017

Veh :2

Apparent Factors: VIEW OBSTRUCTED/LIMITED, VIEW OBSTRUCTED/LIMITED

Pre-Accd Action: MAKING RIGHT TURN

Page 22 of 79

Public Property Damage: OTHER

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: Driver's Age: 23

Public Property Damage: OTHER

Registered Weight: 3858 Driver's Age: 40

Apparent Factors: NOT ENTERED, OBSTRUCTION/DEBRIS

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: OTHER

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3956 Driver's Age: 47

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 3640 Driver's Age: 52

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: FOLLOWING TOO CLOSELY, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH E BAY DR 5/19/2017 Fri 17:29 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36730272 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051070 Street: MONTAUK HWY AT INTERSECTION WITH WILLETTS LN 5/19/2017 Fri 00:12 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: A Case: 2017-36729632 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLL. W/LIGHT SUPPORT/UTILITY POLE Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

Page 23 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 31

Public Property Damage: OTHER

Registered Weight: Driver's Age: 17

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Registered Weight:

Public Property Damage: OTHER

Direction of Travel: SOUTH

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Registered Weight: Driver's Age:

Public Property Damage: OTHER

Driver's Age:

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: DRIVER INATTENTION, UNKNOWN

Pre-Accd Action: UNKNOWN

Direction of Travel: UNKNOWN

OTHER Num of Occupants: 1

Citation Issued: N School Bus Involved: OTHER

Extent of Injuries:

Case: 2017-36749579

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

State of Registration: Sex: U

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY 2 Meters West of Pease Ln 5/31/2017 Wed 19:00 PM Persons Killed: 0 Persons Injured: 0

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: Street: EVERDELL AVE 253 Meters South of S Chicot Ave 5/28/2017 Sun 12:00 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36744853 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY 36 Meters East of W Bay Dr 5/10/2017 Wed 18:45 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36737409 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 24 of 79

Registered Weight:

Registered Weight: Public Property Damage: OTHER

Driver's Age: 36

Apparent Factors: OVERSIZED VEHICLE, NOT APPLICABLE

Pre-Accd Action: BACKING

Direction of Travel: SOUTH

OTHER Num of Occupants: 1

Driver's Age: Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, OVERSIZED VEHICLE

Pre-Accd Action: PARKED

Direction of Travel: NORTH

OTHER Num of Occupants: 2

State of Registration: NY Sex: M

State of Registration: NY Sex:

School Bus Involved: OTHER

Citation Issued: N

School Bus Involved: OTHER

Citation Issued:

Public Property Damage: OTHER

Registered Weight: 2870 Driver's Age:

Public Property Damage: OTHER

Direction of Travel: NORTH

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: Driver's Age: 83

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: FL Sex: F Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 6/10/2017 Sat 15:31 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36759515 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: Street: EVERDELL AVE AT INTERSECTION WITH Montauk Hwy 6/3/2017 Sat 22:18 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36750424 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD UNLIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: SIDESWIPE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 25 of 79

Public Property Damage: OTHER

Registered Weight: 6338 Driver's Age: 74

Public Property Damage: OTHER

Registered Weight: Driver's Age: 49

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1 School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: FL Sex: M Citation Issued: Y

Sex: M

Action of Ped/Bicycle: NOT APPLICABLE

Public Property Damage: OTHER

Registered Weight: Driver's Age: 31

Public Property Damage: OTHER

Registered Weight: Driver's Age: 18

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 4

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

CAR/VAN/PICKUP Num of Occupants: 1

Registered Weight: 3065 Driver's Age: 74

Sex: F

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: BEACH DR AT INTERSECTION WITH MONTAUK HWY 6/12/2017 Mon 15:05 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36763336 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 5 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A 13 Meters West of Beach Dr 6/13/2017 Tue 14:58 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36763326 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Loc. of Ped/Bicycle: NOT APPLICABLE

Page 26 of 79

Public Property Damage: OTHER

Registered Weight: 3424 Driver's Age: 27

Public Property Damage: OTHER

Registered Weight: 4453 Driver's Age: 47

Public Property Damage: OTHER

Registered Weight: 3281 Driver's Age: 48

Public Property Damage: OTHER

Registered Weight: 4015 Driver's Age: 51

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Public Property Damage: OTHER

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: Driver's Age: 34

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051071 Street: MONTAUK HWY 91 Meters West of HALL ST 6/8/2017 Thu 19:41 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36764670 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DUSK Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :4

Veh :3

Veh :5

Direction of Travel: NORTH

Pre-Accd Action: STOPPED IN TRAFFIC

Page 27 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 34

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1 School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 53

Public Property Damage: OTHER

Registered Weight: Driver's Age: 24

Public Property Damage: OTHER

Registered Weight: Driver's Age: 56

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Registered Weight: 3547 Driver's Age: 72 Public Property Damage: OTHER

CAR/VAN/PICKUP Num of Occupants: 1

Direction of Travel: EAST

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 6/27/2017 Tue 16:43 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36783245 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :3

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH E BAY DR 6/26/2017 Mon 17:53 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36781307 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 3 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Page 28 of 79

Public Property Damage: OTHER

Registered Weight: 2957 Driver's Age: 25

Apparent Factors: DRIVER INATTENTION, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1 Sex: F School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 48

Public Property Damage: OTHER

Registered Weight: Driver's Age: 21

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 18

CAR/VAN/PICKUP

Registered Weight:

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

State of Registration: NY

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A AT INTERSECTION WITH BEACH DR 7/21/2017 Fri 12:33 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36817132 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY 36 Meters East of S Country Cmn 7/5/2017 Wed 17:15 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36793582 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Page 29 of 79

Num of Occupants: 1

Driver's Age: 27 Public Property Damage: OTHER

Sex: M

Citation Issued: N School Bus Involved: OTHER

Public Property Damage: OTHER

Direction of Travel: EAST

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STARTING IN TRAFFIC

Registered Weight: 3046 Driver's Age: 38

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 4089 Driver's Age: 42

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 41

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Public Property Damage: OTHER

Registered Weight: Driver's Age: 40

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY 11 Meters East of Driveway 7/13/2017 Thu 09:00 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36825805 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY 31 Meters West of Pease Ln 7/9/2017 Sun 19:00 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36825800 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

Page 30 of 79

Apparent Factors: GLARE, GLARE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1 Public Property Damage: OTHER

Registered Weight: 3266 Driver's Age: 60 Sex: F

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: Sex: F

Public Property Damage: OTHER

Registered Weight: 3492 Driver's Age: 31

Public Property Damage: OTHER

Registered Weight: 4601 Driver's Age: 36

Apparent Factors: NOT APPLICABLE, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Extent of Injuries:

Sex: F

Sex: M

Case: 2017-36844528

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 8/5/2017 Sat 12:33 PM Persons Killed: 0 Persons Injured: 0

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH E BAY DR 8/4/2017 Fri 11:09 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36844526 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

Driver's Age: 15

BICYCLE Num of Occupants: 1

Veh :2

Registered Weight:

Muni: Islip(T) Ref. Marker: Street: MONTAUK HWY Tue 18:00 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: B Case: 2017-36831320 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLLISION WITH BICYCLIST Traffic Control: STOP SIGN Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: PED/BICYCLIST AT INTERSECTION Action of Ped/Bicycle: CROSSING/ NO SIGNAL OR CROSSWALK

County: Suffolk 8/1/2017

Apparent Factors: UNSAFE LANE CHANGE, NOT APPLICABLE

Page 31 of 79

Public Property Damage: OTHER

Registered Weight: 2588 Driver's Age: 44

Public Property Damage: OTHER

Registered Weight: 2722 Driver's Age: 20

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Direction of Travel: EAST

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 2905 Driver's Age: 21

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Registered Weight: 3475 Driver's Age: 48

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051071 Street: MONTAUK HWY AT INTERSECTION WITH Hall St 8/16/2017 Wed 16:44 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36859919 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 4 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051069 Street: MONTAUK HWY AT INTERSECTION WITH WAGSTAFF LN 8/1/2017 Tue 05:55 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36855028 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: OTHER Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 32 of 79

Public Property Damage: OTHER

Registered Weight: 3812 Driver's Age: 51

Public Property Damage: OTHER

Registered Weight: 3230 Driver's Age: 56

Public Property Damage: OTHER

Registered Weight: 4874 Driver's Age: 45

Public Property Damage: OTHER

Registered Weight: Driver's Age: 48

Apparent Factors: DRIVER INATTENTION, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT ENTERED, NOT ENTERED

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: DRIVER INATTENTION, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: FOLLOWING TOO CLOSELY, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Sex: M

Action of Ped/Bicycle: NOT APPLICABLE

Direction of Travel: WEST

OTHER Num of Occupants: 1

Registered Weight: Public Property Damage: OTHER

Driver's Age:

Public Property Damage: OTHER

Registered Weight: Driver's Age: 27

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Citation Issued: N School Bus Involved: OTHER

State of Registration: Sex: U

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051075 Street: MONTAUK HWY AT INTERSECTION WITH Hellwig Ln 8/7/2017 Mon 09:25 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36864865 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLOUDY Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :4

Veh :1

Veh :3

Veh :2

Loc. of Ped/Bicycle: NOT APPLICABLE

Page 33 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 57

Public Property Damage: OTHER

Registered Weight: Driver's Age: 57

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, OUTSIDE CAR DISTRACTION

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3072 Driver's Age: 46

Public Property Damage: OTHER

Registered Weight: 3369 Driver's Age: 81

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051070 Street: [Route] 27A AT INTERSECTION WITH WILLETTS LN 9/8/2017 Fri 16:54 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36882059 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: BEACH DR AT INTERSECTION WITH MONTAUK HWY 9/4/2017 Mon 18:30 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36878965 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: AGGRESSIVE DRIVING/ROAD RAGE, NOT APPLICABLE

Pre-Accd Action: OVERTAKING

Page 34 of 79

Apparent Factors: NOT ENTERED, NOT ENTERED

Pre-Accd Action: UNKNOWN

Direction of Travel: UNKNOWN

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT ENTERED, NOT ENTERED

Pre-Accd Action: UNKNOWN

Direction of Travel: UNKNOWN

CAR/VAN/PICKUP Num of Occupants: 2

Public Property Damage: OTHER

Registered Weight: 4658 Driver's Age: 59

Public Property Damage: OTHER

Registered Weight: 4790 Driver's Age:

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 30

Public Property Damage: OTHER

Registered Weight: Driver's Age: 23

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 4

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Case: 2017-36903882 Num of Veh: 2

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH PAT DR 9/25/2017 Mon 17:30 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH Ramp 9/23/2017 Sat 22:42 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36901904 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH PEASE LN 9/8/2017 Fri 02:45 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36901348 Accident Class: PROPERTY DAMAGE Police Agency: Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: UNKNOWN Manner of Collision: REAR END Weather: UNKNOWN Road Surface Condition: UNKNOWN Road Char.: UNKNOWN Light Condition: UNKNOWN Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 35 of 79

Public Property Damage: OTHER

Registered Weight: 3161 Driver's Age: 51

Public Property Damage: OTHER

Registered Weight: 2818 Driver's Age: 59

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: DRIVER INATTENTION, UNSAFE LANE CHANGE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Direction of Travel: SOUTH

Public Property Damage: OTHER

Direction of Travel: SOUTH

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: Driver's Age: 35

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Registered Weight: Driver's Age: 29

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: MONTAUK HWY AT INTERSECTION WITH W BAY DR 10/5/2017 Thu 00:20 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: B Case: 2017-36918335 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLL. W/LIGHT SUPPORT/UTILITY POLE Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: Street: BEACH DR AT INTERSECTION WITH Montauk Hwy 10/4/2017 Wed 06:55 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36918334 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 36 of 79

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: UNKNOWN, FELL ASLEEP

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 3358 Driver's Age: 69

CAR/VAN/PICKUP Num of Occupants: 1 Sex: M School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4430 Driver's Age: 62

Public Property Damage: OTHER

Direction of Travel: EAST

Registered Weight: Driver's Age: 45 Public Property Damage: OTHER

CAR/VAN/PICKUP Num of Occupants: 1

Direction of Travel: NORTH

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

School Bus Involved: OTHER

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Apparent Factors: NOT APPLICABLE, REACTION TO OTHER UNINVOLVED VEHICL

Pre-Accd Action: SLOWED OR STOPPING

Public Property Damage: OTHER

Direction of Travel: NORTH

State of Registration: NY Sex: F Citation Issued: N

Registered Weight: Driver's Age: 19

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Veh :2

Sex: F

Muni: Islip(T) Ref. Marker: 908J07011054 Street: ROBERT MOSES CSWY Fri 12:47 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36919511 Accident Class: NON-REPORTABLE Police Agency: BRENTWOOD SP Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, NOT APPLICABLE

Pre-Accd Action: OTHER

Registered Weight: 2930 Driver's Age: 54

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk 10/6/2017

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A AT INTERSECTION WITH BEACH DR 10/5/2017 Thu 06:58 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36918336 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Page 37 of 79

Public Property Damage: OTHER

Registered Weight: 3725 Driver's Age: 33

Public Property Damage: OTHER

Registered Weight: 4790 Driver's Age: 51

Apparent Factors: REACTION TO OTHER UNINVOLVED VEHICL, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: REACTION TO OTHER UNINVOLVED VEHICL, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 2743 Driver's Age: 33

Public Property Damage: OTHER

Registered Weight: 2860 Driver's Age: 35

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH KEITH LN 10/6/2017 Fri 14:40 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36941184 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: [Route] 27A 37 Meters West of Ramp 10/12/2017 Thu 20:15 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36937576 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Page 38 of 79

Public Property Damage: OTHER

Registered Weight: 2392 Driver's Age: 21

Driver's Age: 14

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Public Property Damage: OTHER

Registered Weight:

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

BICYCLE Num of Occupants: 1

Apparent Factors: VIEW OBSTRUCTED/LIMITED, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

State of Registration: -3 Sex: M

Sex: F

Public Property Damage: OTHER

Registered Weight: Driver's Age: 54

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Case: 2017-36951494 Num of Veh: 2

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Extent of Injuries: C Police Agency: SUFFOLK CO PD YAPHANK

Public Property Damage: OTHER

Registered Weight: Driver's Age: 17

Apparent Factors: NOT APPLICABLE, PAVEMENT SLIPPERY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: MONTAUK HWY AT INTERSECTION WITH W BAY DR 6/9/2017 Fri 05:08 AM Persons Killed: 0 Persons Injured: 1 Accident Class: PROPERTY DAMAGE AND INJURY

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051069 Street: MONTAUK HWY 46 Meters East of Tahlulah Ln 10/24/2017 Tue 13:37 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36948981 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: RAIN Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051075 Street: MONTAUK HWY AT INTERSECTION WITH HELLWIG LN 10/13/2017 Fri 18:25 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: B Case: 2017-36941189 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLLISION WITH BICYCLIST Traffic Control: STOP SIGN Manner of Collision: OTHER Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DUSK Loc. of Ped/Bicycle: PED/BICYCLIST AT INTERSECTION Action of Ped/Bicycle: CROSSING/ NO SIGNAL OR CROSSWALK

Page 39 of 79

Public Property Damage: OTHER

Registered Weight: 5240 Driver's Age: 30

Public Property Damage: OTHER

Registered Weight: 4319 Driver's Age: 47

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 3

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 2692 Driver's Age: 22

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Registered Weight: 6427 Driver's Age: 44

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, UNSAFE SPEED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH SNEDECOR AVE 10/30/2017 Mon 19:35 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36966852 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: LEFT TURN (WITH OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH E BAY DR 11/3/2017 Fri 07:51 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36963447 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 40 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 52

Public Property Damage: OTHER

Direction of Travel: SOUTH

Apparent Factors: NOT APPLICABLE, TURNING IMPROPER

Pre-Accd Action: MAKING LEFT TURN

Registered Weight: Driver's Age: 39

CAR/VAN/PICKUP Num of Occupants: 3

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 55

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: Driver's Age: 31

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: SOUTH-EAST

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Registered Weight: 3805 Driver's Age: 55 Public Property Damage: OTHER

CAR/VAN/PICKUP Num of Occupants: 1

Direction of Travel: EAST

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A AT INTERSECTION WITH MILLIGAN LN 11/8/2017 Wed 19:20 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36974969 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 3 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051075 Street: MONTAUK HWY AT INTERSECTION WITH HELLWIG LN 11/8/2017 Wed 10:25 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36970806 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: LEFT TURN (AGAINST OTHER CAR) Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Page 41 of 79

Public Property Damage: OTHER

Registered Weight: 5752 Driver's Age: 58

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: UNSAFE SPEED, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 4780 Driver's Age: 41

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3625 Driver's Age: 40

Public Property Damage: OTHER

Registered Weight: 3096 Driver's Age: 18

Apparent Factors: NOT APPLICABLE, PASSING OR LANE USAGE IMPROPERLY

Pre-Accd Action: CHANGING LANES

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

CAR/VAN/PICKUP

Registered Weight:

State of Registration: NY

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH KEITH LN 11/14/2017 Tue 19:02 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36985855 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH E BAY DR 8/15/2017 Tue 09:50 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-36985123 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :3

Veh :2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Page 42 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 69

Apparent Factors: NOT APPLICABLE, CELL PHONE (HANDS FREE)

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Citation Issued: N School Bus Involved: OTHER

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Sex: F

Public Property Damage: OTHER

Direction of Travel: EAST

Public Property Damage: OTHER

Registered Weight: 5195 Driver's Age:

Public Property Damage: OTHER

Registered Weight: 3325 Driver's Age:

Public Property Damage: OTHER

Registered Weight: 3957 Driver's Age: 63

Apparent Factors: UNSAFE SPEED, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Registered Weight: 4222 Driver's Age:

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :4

Veh :3

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A AT INTERSECTION WITH BEACH DR 11/17/2017 Fri 10:11 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2017-36988103 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 4 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Driver's Age: 52 Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: EAST

Num of Occupants: 2

Page 43 of 79

Registered Weight: Public Property Damage: OTHER

Driver's Age: 45

Public Property Damage: OTHER

Registered Weight: Driver's Age: 76

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, TURNING IMPROPER

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: NORTH

TRUCK Num of Occupants: 1 Citation Issued: N School Bus Involved: OTHER

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

State of Registration: NY Sex: M

Registered Weight:

Apparent Factors: UNSAFE SPEED, UNKNOWN

Pre-Accd Action: UNKNOWN

Direction of Travel: EAST

OTHER Num of Occupants: 0

Public Property Damage: OTHER

Driver's Age:

Public Property Damage: OTHER

Registered Weight: 2827 Driver's Age:

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Extent of Injuries:

State of Registration: -3 Sex:

Case: 2017-37035183

School Bus Involved: OTHER

Citation Issued:

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH SNEDECOR AVE 12/15/2017 Fri 18:05 PM Persons Killed: 0 Persons Injured: 0

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A AT INTERSECTION WITH BEACH DR 12/1/2017 Fri 12:00 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-37012078 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: UNKNOWN Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051069 Street: MONTAUK HWY AT INTERSECTION WITH WAGSTAFF LN 10/11/2017 Wed 12:54 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-37002461 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: RIGHT TURN (WITH OTHER CAR) Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 44 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 49

Public Property Damage: OTHER

Registered Weight: Driver's Age: 29

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, PAVEMENT SLIPPERY

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Public Property Damage: OTHER

Direction of Travel: SOUTH

Public Property Damage: OTHER

Registered Weight: Driver's Age: 62

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, VIEW OBSTRUCTED/LIMITED

Pre-Accd Action: STARTING FROM PARKING

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: Driver's Age: 57

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: FL Sex: F Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH KEITH LN 11/6/2017 Mon 18:53 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: B Case: 2017-37046014 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLLISION WITH PEDESTRIAN Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: CLOUDY Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD UNLIGHTED

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY 1 Meters West of Unnamed Street 6/15/2017 Thu 11:50 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-37041805 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: SNOW Road Surface Condition: SNOW/ICE Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 45 of 79

Public Property Damage: OTHER

Registered Weight: 3860 Driver's Age: 52

Public Property Damage: OTHER

Registered Weight: Driver's Age: 57

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: NOT APPLICABLE

Direction of Travel: NOT APPLICABLE

PEDESTRIAN Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, VIEW OBSTRUCTED/LIMITED

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1 School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: -3 Sex: F Citation Issued: N

Sex: F

Action of Ped/Bicycle: CROSSING WITH SIGNAL

Public Property Damage: OTHER

Registered Weight: 4919 Driver's Age: 23

Public Property Damage: OTHER

Registered Weight: 10000 Driver's Age: 52

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 4

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

CAR/VAN/PICKUP Num of Occupants: 1

Registered Weight: Driver's Age: 57

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH Pat Dr 1/15/2018 Mon 18:30 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37096267 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH SNEDECOR AVE 1/6/2018 Sat 12:15 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37082699 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Loc. of Ped/Bicycle: PED/BICYCLIST AT INTERSECTION

Page 46 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 31

Apparent Factors: DRIVER INATTENTION, DRIVER INEXPERIENCE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1 School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: 5726 Driver's Age: 60

Public Property Damage: OTHER

Direction of Travel: EAST

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Registered Weight: 3296 Driver's Age: 76

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, PASSING OR LANE USAGE IMPROPERLY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 2747 Driver's Age: 21

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051070 Street: [Route] 27A AT INTERSECTION WITH WILLETTS LN 12/4/2017 Mon 07:00 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2017-37124375 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH SNEDECOR AVE 1/23/2018 Tue 18:30 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37105839 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: EAST

Page 47 of 79

Driver's Age: 67 Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

BUS Registered Weight: Num of Occupants: 1

State of Registration: NY Sex: M Citation Issued: N School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: Driver's Age: 51

Public Property Damage: OTHER

Registered Weight: Driver's Age: 64

Apparent Factors: NOT APPLICABLE, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 96

Registered Weight: Driver's Age: 25 Public Property Damage: OTHER

CAR/VAN/PICKUP Num of Occupants: 1

Direction of Travel: NORTH

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 2/9/2018 Fri 14:50 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37149877 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A AT INTERSECTION WITH BEACH DR 2/13/2018 Tue 13:35 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37145186 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: SIDESWIPE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Page 48 of 79

Public Property Damage: OTHER

Registered Weight: 3512 Driver's Age: 77

Registered Weight: 9990 Driver's Age: 41 Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

OTHER Num of Occupants: 1

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

State of Registration: NY Sex: M

Sex: M

Public Property Damage: OTHER

Registered Weight: Driver's Age: 23

Apparent Factors: NOT APPLICABLE, UNSAFE LANE CHANGE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-WEST

CAR/VAN/PICKUP Num of Occupants: 2

Public Property Damage: OTHER

Registered Weight: Driver's Age: 40

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: Y

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH PAT DR 3/6/2018 Tue 06:48 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37172674 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH MILLIGAN LN 2/21/2018 Wed 11:45 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37160930 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: REACTION TO OTHER UNINVOLVED VEHICL, NOT APPLICABLE

Pre-Accd Action: BACKING

Page 49 of 79

Public Property Damage: OTHER

Registered Weight: 3598 Driver's Age: 79

Registered Weight: 17995 Public Property Damage: OTHER

Driver's Age: 61

Apparent Factors: NOT APPLICABLE, PASSING OR LANE USAGE IMPROPERLY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

TRUCK Num of Occupants: 1

Apparent Factors: DRIVER INATTENTION, PASSING OR LANE USAGE IMPROPERLY

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1 School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Sex: M

Public Property Damage: OTHER

Registered Weight: 3425 Driver's Age: 23

Public Property Damage: OTHER

Registered Weight: 3428 Driver's Age: 38

Apparent Factors: NOT APPLICABLE, UNSAFE SPEED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Case: 2018-37208338 Num of Veh: 2

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: Y

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY 19 Meters East of Driveway 3/27/2018 Tue 16:01 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 3/22/2018 Thu 20:39 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37201161 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: MONTAUK HWY AT INTERSECTION WITH SECATOGUE LN 3/16/2018 Fri 13:30 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37189384 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 50 of 79

Public Property Damage: OTHER

Registered Weight: 4156 Driver's Age: 44

Public Property Damage: OTHER

Registered Weight: 3208 Driver's Age: 47

Apparent Factors: PASSING TOO CLOSELY, DRIVER INEXPERIENCE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 2

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: Y

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 2910 Driver's Age: 27

Apparent Factors: DRIVER INATTENTION, UNKNOWN

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: Y

Public Property Damage: OTHER

Registered Weight: Driver's Age: 25

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MERGING

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051077 Street: MONTAUK HWY 2 Meters West of Ramp 4/10/2018 Tue 18:20 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37233160 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051071 Street: MONTAUK HWY 15 Meters West of HALL ST 3/26/2018 Mon 02:55 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37208339 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLLISION WITH CURBING Traffic Control: NONE Manner of Collision: OTHER Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: SIDESWIPE Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 51 of 79

Public Property Damage: OTHER

Registered Weight: Driver's Age: 57

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: MERGING

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1 School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4377 Driver's Age: 36

Public Property Damage: OTHER

Sex: M

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Case: 2018-37245461 Num of Veh: 2

School Bus Involved: OTHER

State of Registration: NY Citation Issued: Y

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 4/22/2018 Sun 15:50 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK

Apparent Factors: ALCOHOL INVOLVEMENT, UNSAFE SPEED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH

Registered Weight: 3828 Driver's Age: 36

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Veh :1

Sex: F

Muni: Islip(T) Ref. Marker: 908J07011054 Street: ROBERT MOSES CSWY Wed 14:13 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37243248 Accident Class: PROPERTY DAMAGE Police Agency: BRENTWOOD SP Num of Veh: 1 Type Of Accident: COLLISION WITH CURBING Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: CURVE AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: 3127 Driver's Age: 75

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk 4/18/2018

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH SNEDECOR AVE 4/19/2018 Thu 21:20 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37243239 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT TURN (WITH OTHER CAR) Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Page 52 of 79

Public Property Damage: OTHER

Registered Weight: 3395 Driver's Age: 23

Public Property Damage: OTHER

Registered Weight: 3567 Driver's Age: 55

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 3

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4540 Driver's Age: 62

Public Property Damage: OTHER

Registered Weight: Driver's Age: 64

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Muni: Islip(T) Ref. Marker: Street: MONTAUK HWY Thu 18:00 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37255311 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

School Bus Involved: OTHER

State of Registration: SC Sex: F Citation Issued: N

Sex: M

Apparent Factors: TRAFFIC CONTROL DEVICES DISREGARDED, TRAFFIC CONTROL DEVICES DISREGARDED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk 4/26/2018

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH SNEDECOR AVE 4/24/2018 Tue 13:15 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37250077 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: LEFT TURN (AGAINST OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 53 of 79

Public Property Damage: OTHER

Registered Weight: 4127 Driver's Age: 17

Public Property Damage: OTHER

Registered Weight: 3009 Driver's Age: 59

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING U TURN

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: GLARE, DRIVER INATTENTION

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Registered Weight: 33000 Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, PASSING TOO CLOSELY

Pre-Accd Action: OVERTAKING

Direction of Travel: SOUTH

TRUCK Num of Occupants: 1 Driver's Age: 50

Public Property Damage: OTHER

Registered Weight: 2734 Driver's Age: 53

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

Sex: F

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: 3498 Driver's Age: 51

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: Street: HELLWIG LN AT INTERSECTION WITH Montauk Hwy 5/8/2018 Tue 14:39 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37273679 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: LEFT TURN (WITH OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 5/1/2018 Tue 08:10 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37266550 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Page 54 of 79

Public Property Damage: OTHER

Registered Weight: 3924 Driver's Age: 58

Apparent Factors: UNSAFE SPEED, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1 Sex: F School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3356 Driver's Age: 78

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Driver's Age: 47 Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

BUS Registered Weight: Num of Occupants: 7

Sex: M

State of Registration: NY Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3008 Driver's Age: 52

CAR/VAN/PICKUP

Registered Weight: 3589

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Sex: M

State of Registration: NY

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH E BAY DR 5/4/2018 Fri 21:25 PM Persons Killed: 0 Persons Injured: 2 Extent of Injuries: CC Case: 2018-37276331 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051071 Street: [Route] 27A AT INTERSECTION WITH HALL ST 5/9/2018 Wed 15:07 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37274535 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Page 55 of 79

Driver's Age: 23 Public Property Damage: OTHER

Sex: F

Citation Issued: N School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: Driver's Age: 33

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: Driver's Age: 31

Apparent Factors: TURNING IMPROPER, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: SOUTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4200 Driver's Age: 59

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: 3117 Driver's Age: 55

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051070 Street: MONTAUK HWY AT INTERSECTION WITH Barberry Rd 5/14/2018 Mon 16:25 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37288140 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 5/14/2018 Mon 10:16 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37282530 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, NOT APPLICABLE

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: NORTH

Num of Occupants: 2

Page 56 of 79

Public Property Damage: OTHER

Registered Weight: 3449 Driver's Age: 32

Public Property Damage: OTHER

Registered Weight: 4808 Driver's Age: 48

Apparent Factors: NOT APPLICABLE, TRAFFIC CONTROL DEVICES DISREGARDED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, TRAFFIC CONTROL DEVICES DISREGARDED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 47

Public Property Damage: OTHER

Registered Weight: Driver's Age: 57

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Street: MONTAUK HWY

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 AT INTERSECTION WITH Snedecor Ave

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A 15 Meters West of BEACH DR 6/1/2018 Fri 14:25 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37313972 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 5/31/2018 Thu 10:20 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: B Case: 2018-37310889 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Page 57 of 79

Public Property Damage: OTHER

Registered Weight: 2698 Driver's Age: 18

Public Property Damage: OTHER

Registered Weight: 2976 Driver's Age: 66

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Muni: Islip(T) Ref. Marker: 908J07011054 Street: ROBERT MOSES CSWY Sun 10:30 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37335242 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: CURVE AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: REACTION TO OTHER UNINVOLVED VEHICL, UNSAFE LANE CHANGE

Pre-Accd Action: CHANGING LANES

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk 6/17/2018

Veh :1

Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: SOUTH

Registered Weight: 3433 Driver's Age: 27

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Veh :2

Sex: F

Muni: Islip(T) Ref. Marker: 908J07011054 Street: ROBERT MOSES CSWY Thu 18:28 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37332316 Accident Class: PROPERTY DAMAGE Police Agency: BRENTWOOD SP Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: FAILURE TO KEEP RIGHT, DRIVER INEXPERIENCE

Pre-Accd Action: STARTING FROM PARKING

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

County: Suffolk 6/14/2018

Veh :2

Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: SOUTH

Sex: M

CAR/VAN/PICKUP Num of Occupants: 1

Veh :1

Registered Weight: 5479 Driver's Age: 47

Wed 15:50 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37321088 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

6/6/2018

Page 58 of 79

Public Property Damage: OTHER

Registered Weight: 4089 Driver's Age: 34

Public Property Damage: OTHER

Registered Weight: 3151 Driver's Age: 72

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: UNSAFE LANE CHANGE, REACTION TO OTHER UNINVOLVED VEHICL

Pre-Accd Action: CHANGING LANES

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Driver's Age: 13

Public Property Damage: OTHER

Registered Weight: 33000 Driver's Age: 27

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: PEDESTRIAN'S ERROR/CONFUSION, NOT APPLICABLE

Public Property Damage: OTHER

Registered Weight:

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

BICYCLE Num of Occupants: 1

Sex: M

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: Sex: F

Registered Weight: 3362 Driver's Age: 28 Public Property Damage: OTHER

CAR/VAN/PICKUP Num of Occupants: 2

Direction of Travel: EAST

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: [Route] 27A 16 Meters West of W Bay Dr 6/21/2018 Thu 16:38 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37344286 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH SNEDECOR AVE 6/19/2018 Tue 14:00 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: B Case: 2018-37343198 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLLISION WITH BICYCLIST Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: PED/BICYCLIST AT INTERSECTION Action of Ped/Bicycle: ALONG HIGHWAY WITH TRAFFIC

Veh :1

Veh :2

Page 59 of 79

Public Property Damage: OTHER

Registered Weight: 3100 Driver's Age:

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 2 School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

Public Property Damage: OTHER

Registered Weight: 2978 Driver's Age: 18

Public Property Damage: OTHER

Registered Weight: 5935 Driver's Age: 42

Public Property Damage: OTHER

Registered Weight: 3162 Driver's Age: 24

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 4

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

CAR/VAN/PICKUP

Registered Weight: 3855

State of Registration: NY

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :3

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 6/26/2018 Tue 23:00 PM Persons Killed: 0 Persons Injured: 2 Extent of Injuries: CC Case: 2018-37353081 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 3 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Veh :3

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051070 Street: STATE HWY 27A 15 Meters East of WILLETTS LN 6/16/2018 Sat 15:40 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37349094 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 3 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Apparent Factors: BACKING UNSAFELY, NOT APPLICABLE

Pre-Accd Action: BACKING

Page 60 of 79

Public Property Damage: OTHER

Registered Weight: 2805 Driver's Age: 60

Public Property Damage: OTHER

Registered Weight: 3023 Driver's Age: 66

Apparent Factors: NOT APPLICABLE, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 2

Sex: M

Sex: F

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: 4229 Driver's Age: 16

Public Property Damage: OTHER

Registered Weight: 5358 Driver's Age: 26

Public Property Damage: OTHER

Registered Weight: Driver's Age: 40

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, DRIVER INEXPERIENCE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 2

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

Sex: M

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :3

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 6/28/2018 Thu 07:00 AM Persons Killed: 0 Persons Injured: 3 Extent of Injuries: BCC Case: 2018-37355039 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 3 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OTHER Weather: RAIN Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Driver's Age: 29 Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, OTHER (VEHICLE)

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

Num of Occupants: 1

Page 61 of 79

Public Property Damage: OTHER

Registered Weight: 3766 Driver's Age: 66

Apparent Factors: NOT APPLICABLE, LOST CONSCIOUSNESS

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1 Sex: M School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 2737 Driver's Age: 24

Public Property Damage: OTHER

Registered Weight: 5757 Driver's Age: 53

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

CAR/VAN/PICKUP Num of Occupants: 5

Registered Weight: Driver's Age: 26

State of Registration: NY Sex: M Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051075 Street: MONTAUK HWY AT INTERSECTION WITH HELLWIG LN 7/5/2018 Thu 18:22 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37368138 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 6/29/2018 Fri 09:25 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37356619 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: LEFT TURN (WITH OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051075 Street: MONTAUK HWY AT INTERSECTION WITH Hellwig Ln 6/22/2018 Fri 08:49 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: A Case: 2018-37355889 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 1 Type Of Accident: COLLISION WITH BUILDING/WALL Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 62 of 79

Public Property Damage: OTHER

Direction of Travel: SOUTH

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Registered Weight: Driver's Age: 26

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: PASSING OR LANE USAGE IMPROPERLY, UNKNOWN

Public Property Damage: OTHER

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: 4216 Driver's Age: 47

Public Property Damage: OTHER

Registered Weight: 4021 Driver's Age: 75

Apparent Factors: UNKNOWN, TURNING IMPROPER

Pre-Accd Action: MAKING U TURN

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: UNKNOWN, UNKNOWN

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: Y

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4617 Driver's Age: 48

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051075 Street: MONTAUK HWY 30 Meters East of HELLWIG LN 7/16/2018 Mon 16:00 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37393553 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH PEASE LN 7/5/2018 Thu 20:03 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37368153 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Direction of Travel: WEST

Pre-Accd Action: GOING STRAIGHT AHEAD

Page 63 of 79

Public Property Damage: OTHER

Registered Weight: 5672 Driver's Age: 48

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1 Sex: F School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 5803 Driver's Age: 55

Public Property Damage: OTHER

Registered Weight: 3285 Driver's Age: 18

Apparent Factors: DRIVER INATTENTION, REACTION TO OTHER UNINVOLVED VEHICL

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: Driver's Age: 34

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: Driver's Age: 25

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH PEASE LN 7/15/2018 Sun 22:20 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37395525 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: Street: KEITH LN 12 Meters North of Montauk Hwy 7/18/2018 Wed 09:05 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37395145 Accident Class: PROPERTY DAMAGE Police Agency: LONG ISLAND REGION NYS PARK PD Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Page 64 of 79

Registered Weight: 25950 Public Property Damage: OTHER

Driver's Age: 19

Apparent Factors: TRAFFIC CONTROL DEVICES DISREGARDED, UNKNOWN

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

TRUCK Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4529 Driver's Age: 36

Public Property Damage: OTHER

Registered Weight: 3220 Driver's Age: 17

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Street: MONTAUK HWY

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 AT INTERSECTION WITH SECATOGUE LN

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH KEITH LN 8/27/2018 Mon 16:11 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37457977 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Public Property Damage: OTHER

Apparent Factors: UNKNOWN, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: WEST

Sex: M

CAR/VAN/PICKUP Num of Occupants: 1

Veh :2

Registered Weight: 2976 Driver's Age: 91

Muni: Islip(T) Ref. Marker: Street: MONTAUK HWY Tue 13:16 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37454187 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

County: Suffolk 8/28/2018

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Page 65 of 79

Public Property Damage: OTHER

Registered Weight: 15552 Driver's Age: 27

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 3 Sex: M

Citation Issued: N School Bus Involved: OTHER

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

State of Registration: NY Sex: M

Public Property Damage: OTHER

Registered Weight: Driver's Age: 39

Public Property Damage: OTHER

Registered Weight: 2930 Driver's Age: 28

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, DRIVER INEXPERIENCE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: MD Sex: F Citation Issued: Y

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051071 Street: MONTAUK HWY 74 Meters West of Hall St 9/21/2018 Fri 19:22 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37499559 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLOUDY

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY 15 Meters East of E BAY DR 9/21/2018 Fri 15:03 PM Persons Killed: 0 Persons Injured: 2 Extent of Injuries: CC Case: 2018-37491448 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Public Property Damage: OTHER

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

Driver's Age: 28

OTHER Num of Occupants: 1

Veh :1

Registered Weight:

Tue 23:15 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37472110 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

5/1/2018

Page 66 of 79

Public Property Damage: OTHER

Registered Weight: 4275 Driver's Age: 43

Public Property Damage: OTHER

Registered Weight: 3227 Driver's Age: 66

Public Property Damage: OTHER

Registered Weight: 5411 Driver's Age: 33

Apparent Factors: NOT APPLICABLE, REACTION TO OTHER UNINVOLVED VEHICL

Pre-Accd Action: BACKING

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Persons Injured: 0 Extent of Injuries: Case: 2018-37515099 Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Traffic Control: TRAFFIC SIGNAL Weather: CLOUDY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Light Condition: DARK-ROAD LIGHTED Action of Ped/Bicycle: NOT APPLICABLE

CAR/VAN/PICKUP

Registered Weight: 3330

State of Registration: NY

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY 17 Meters West of Pease Ln 10/9/2018 Tue 11:28 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37519284 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Public Property Damage: OTHER

Registered Weight: 4869 Driver's Age: 52

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Road Char.: STRAIGHT AND LEVEL

County: Suffolk Muni: Islip(T) Ref. Marker: Street: BEACH DR AT INTERSECTION WITH Montauk Hwy 10/1/2018 Mon 14:50 PM Persons Killed: 0 Accident Class: PROPERTY DAMAGE Type Of Accident: COLLISION WITH OTHER Manner of Collision: REAR END Road Surface Condition: DRY Loc. of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Road Surface Condition: DRY Loc. of Ped/Bicycle: NOT APPLICABLE

Page 67 of 79

Public Property Damage: OTHER

Registered Weight: 4883 Driver's Age: 52

Apparent Factors: NOT APPLICABLE, VIEW OBSTRUCTED/LIMITED

Pre-Accd Action: BACKING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, REACTION TO OTHER UNINVOLVED VEHICL

Pre-Accd Action: GOING STRAIGHT AHEAD

Driver's Age: 58 Public Property Damage: OTHER

Sex: M

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

Registered Weight: 7000 Public Property Damage: OTHER

Driver's Age: 25

Public Property Damage: OTHER

Registered Weight: 4529 Driver's Age: 65

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, OVERSIZED VEHICLE

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: NORTH

OTHER Num of Occupants: 2

Sex: M

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: 3138 Driver's Age: 29

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH E Bay Dr 10/19/2018 Fri 08:15 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37549263 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: LEFT TURN (AGAINST OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: Street: SNEDECOR AVE AT INTERSECTION WITH Montauk Hwy 10/10/2018 Wed 11:45 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37544569 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Num of Occupants: 1

Direction of Travel: NORTH

Page 68 of 79

Apparent Factors: NOT APPLICABLE, GLARE

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1 Public Property Damage: OTHER

Registered Weight: 5270 Driver's Age: 61 Sex: M School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4938 Driver's Age: 52

Public Property Damage: OTHER

Registered Weight: 3845 Driver's Age: 30

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3001 Driver's Age: 40

CAR/VAN/PICKUP Num of Occupants: 2

Registered Weight: 4438 Driver's Age:

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

State of Registration: NY Sex: Citation Issued:

Sex: F

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051075 Street: HELLWIG LN AT INTERSECTION WITH MONTAUK HWY 10/31/2018 Wed 12:10 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37564198 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: SNEDECOR AVE AT INTERSECTION WITH MONTAUK HWY 10/24/2018 Wed 09:25 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37555620 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Page 69 of 79

Public Property Damage: OTHER

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: 4194 Driver's Age: 26

Public Property Damage: OTHER

Registered Weight: 5226 Driver's Age: 54

Public Property Damage: OTHER

Registered Weight: 3842 Driver's Age: 44

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: FATIGUED/DROWSY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4336 Driver's Age: 57

Apparent Factors: FAILURE TO YIELD RIGHT OF WAY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH-WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: [Route] 27A AT INTERSECTION WITH KEITH LN 11/11/2018 Sun 09:43 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37579385 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

Veh :3

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051072 Street: MONTAUK HWY 7 Meters East of W Bay Dr 11/7/2018 Wed 07:40 AM Persons Killed: 0 Persons Injured: 2 Extent of Injuries: CC Case: 2018-37575258 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 3 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OTHER Weather: CLEAR Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: SOUTH

Page 70 of 79

Registered Weight: Driver's Age: 53 Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

OTHER Num of Occupants: 4

State of Registration: NY Sex: M Citation Issued: N School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: 3615 Driver's Age: 17

Public Property Damage: OTHER

Registered Weight: 4062 Driver's Age: 52

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

Apparent Factors: NOT APPLICABLE, FOLLOWING TOO CLOSELY

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 2

Sex: F

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 5163 Driver's Age: 44

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: 5555 Driver's Age: 44

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: BEACH DR AT INTERSECTION WITH MONTAUK HWY 12/26/2018 Wed 20:04 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37661358 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051073 Street: MONTAUK HWY AT INTERSECTION WITH Keith Ln 12/7/2018 Fri 15:10 PM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2018-37642217 Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Page 71 of 79

Public Property Damage: OTHER

Direction of Travel: NOT ENTERED

Public Property Damage: OTHER

Direction of Travel: NOT ENTERED

Apparent Factors: UNKNOWN, UNKNOWN

Pre-Accd Action: NOT ENTERED

Driver's Age:

Registered Weight:

OTHER Num of Occupants: 1

Apparent Factors: UNKNOWN, UNKNOWN

Pre-Accd Action: NOT ENTERED

Driver's Age:

Registered Weight:

OTHER Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: Sex: Citation Issued: N

School Bus Involved: OTHER

State of Registration: Sex: Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3133 Driver's Age:

Public Property Damage: OTHER

Registered Weight: 4306 Driver's Age: 74

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: BACKING

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY 18 Meters West of Snedecor Ave 12/2/2018 Sun 16:45 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37683612 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLOUDY Road Surface Condition: WET Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 12/13/2018 Thu 14:58 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37666866 Accident Class: NON-REPORTABLE Police Agency: Num of Veh: 2 Type Of Accident: NOT ENTERED Traffic Control: NOT ENTERED Manner of Collision: NOT ENTERED Weather: NOT ENTERED Road Surface Condition: NOT ENTERED Road Char.: NOT ENTERED Light Condition: NOT ENTERED Loc. of Ped/Bicycle: NOT ENTERED Action of Ped/Bicycle: NOT ENTERED

Apparent Factors: FOLLOWING TOO CLOSELY, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Page 72 of 79

Registered Weight:

Registered Weight: 12500

Driver's Age: 47

Public Property Damage: OTHER

Driver's Age:

Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: NORTH

OTHER Num of Occupants: 1

Apparent Factors: UNSAFE SPEED, NOT APPLICABLE

Pre-Accd Action: STARTING FROM PARKING

Direction of Travel: NORTH

OTHER Num of Occupants: 2 School Bus Involved: OTHER

Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

State of Registration: NY Sex: M

Registered Weight: Public Property Damage: OTHER

Apparent Factors: UNSAFE SPEED, NOT APPLICABLE

Pre-Accd Action: STARTING FROM PARKING

Direction of Travel: EAST

OTHER Num of Occupants: 0

Driver's Age:

Public Property Damage: OTHER

Registered Weight: 4383 Driver's Age:

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

State of Registration: -3 Sex:

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Case: 2019-37697161 Num of Veh: 2

School Bus Involved: OTHER

Citation Issued:

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY 18 Meters West of Snedecor Ave 1/14/2019 Mon 16:38 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A AT INTERSECTION WITH BEACH DR 1/10/2019 Thu 07:30 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37685928 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: SIDESWIPE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: Street: BEACH DR AT INTERSECTION WITH Montauk Hwy 1/10/2019 Thu 10:46 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37683654 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: OVERTAKING Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 73 of 79

Public Property Damage: OTHER

Registered Weight: 3502 Driver's Age: 81

Public Property Damage: OTHER

Registered Weight: 4745 Driver's Age: 41

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: TRAFFIC CONTROL DEVICES DISREGARDED, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3616 Driver's Age: 38

Public Property Damage: OTHER

Registered Weight: 4863 Driver's Age: 74

Apparent Factors: UNKNOWN, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: MAKING RIGHT TURN

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: HEADLIGHTS DEFECTIVE, UNSAFE SPEED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: EAST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: Y

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY AT INTERSECTION WITH PAT DR 1/26/2019 Sat 18:45 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37712707 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: LEFT TURN (WITH OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH BEACH DR 1/28/2019 Mon 19:18 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37712703 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT TURN (WITH OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT TURN (AGAINST OTHER CAR) Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DUSK Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 74 of 79

Public Property Damage: OTHER

Registered Weight: 3051 Driver's Age: 59

Public Property Damage: OTHER

Registered Weight: 4870 Driver's Age: 58

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

Sex: M

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: 3160 Driver's Age: 71

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A AT INTERSECTION WITH BEACH DR 2/4/2019 Mon 18:29 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37733549 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: NONE Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: SOUTH

Registered Weight: 4657 Driver's Age: 18

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Veh :1

Sex: M

Sex: F

Muni: Islip(T) Ref. Marker: 908J07011054 Street: ROBERT MOSES CSWY Tue 07:45 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37732653 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: 3230 Driver's Age: 19

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: MAKING LEFT TURN

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 2

County: Suffolk 2/5/2019

Veh :2

Veh :1

Page 75 of 79

Public Property Damage: OTHER

Registered Weight: 3408 Driver's Age: 47

Public Property Damage: OTHER

Registered Weight: 3117 Driver's Age: 57

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 4790 Driver's Age: 55

CAR/VAN/PICKUP Num of Occupants: 1

Registered Weight: 3316 Driver's Age: 76

Apparent Factors: NOT APPLICABLE, TRAFFIC CONTROL DEVICES DISREGARDED

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Sex: F

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: MONTAUK HWY AT INTERSECTION WITH PEASE LN 2/9/2019 Sat 12:30 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37736392 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: RIGHT ANGLE Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Public Property Damage: OTHER

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

Registered Weight: 3393 Driver's Age: 71

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Veh :2

Sex: F

Muni: Islip(T) Ref. Marker: Street: MONTAUK HWY Fri 18:55 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37734402 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DARK-ROAD LIGHTED Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 2

County: Suffolk 1/25/2019

Veh :1

Apparent Factors: BACKING UNSAFELY, NOT APPLICABLE

Pre-Accd Action: BACKING

Page 76 of 79

Direction of Travel: NORTH

Public Property Damage: OTHER

School Bus Involved: OTHER

Public Property Damage: OTHER

Registered Weight: Driver's Age:

Public Property Damage: OTHER

Registered Weight: 4397 Driver's Age:

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: PARKED

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: PASSING OR LANE USAGE IMPROPERLY, UNKNOWN

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: SOUTH

CAR/VAN/PICKUP Num of Occupants: 0

School Bus Involved: OTHER

State of Registration: NY Sex: Citation Issued:

School Bus Involved: OTHER

State of Registration: -3 Sex: Citation Issued:

Public Property Damage: OTHER

Registered Weight: Driver's Age: 53

Apparent Factors: UNKNOWN, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

Public Property Damage: OTHER

Registered Weight: Driver's Age: 19

Apparent Factors: NOT APPLICABLE, FAILURE TO YIELD RIGHT OF WAY

Pre-Accd Action: CHANGING LANES

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051074 Street: [Route] 27A AT INTERSECTION WITH BEACH DR 3/8/2019 Fri 08:00 AM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37790125 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: Street: HELLWIG LN AT INTERSECTION WITH Montauk Hwy 2/7/2019 Thu 12:04 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37760541 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: OVERTAKING Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Page 77 of 79

Public Property Damage: OTHER

Registered Weight: 3352 Driver's Age: 71

Public Property Damage: OTHER

Registered Weight: 4124 Driver's Age: 18

Apparent Factors: NOT APPLICABLE, DRIVER INATTENTION

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Public Property Damage: OTHER

Registered Weight: 3875 Driver's Age: 29

Apparent Factors: DRIVER INATTENTION, NOT APPLICABLE

Pre-Accd Action: GOING STRAIGHT AHEAD

Direction of Travel: NORTH

CAR/VAN/PICKUP Num of Occupants: 1

Sex: M

Sex: F

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Case: 2019-37804185

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Extent of Injuries: A

Public Property Damage: OTHER

Registered Weight: 3349 Driver's Age: 50

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: SLOWED OR STOPPING

Direction of Travel: NORTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051077 Street: MONTAUK HWY AT INTERSECTION WITH Ramp 3/23/2019 Sat 09:48 AM Persons Killed: 0 Persons Injured: 1

Veh :2

Veh :1

County: Suffolk Muni: Islip(T) Ref. Marker: Street: RAMP 11 Meters South of Montauk Hwy 1/29/2019 Tue 11:10 AM Persons Killed: 0 Persons Injured: 1 Extent of Injuries: C Case: 2019-37796153 Accident Class: INJURY Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: REAR END Weather: CLOUDY Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Veh :1

Veh :2

County: Suffolk Muni: Islip(T) Ref. Marker: 27A07051076 Street: MONTAUK HWY 46 Meters West of SNEDECOR AVE 3/6/2019 Wed 14:15 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2019-37793752 Accident Class: PROPERTY DAMAGE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 78 of 79

Public Property Damage: OTHER

Registered Weight: 4482 Driver's Age: 18

Public Property Damage: OTHER

Registered Weight: Driver's Age: 70

Apparent Factors: UNSAFE LANE CHANGE, DRIVER INATTENTION

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: WEST

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Sex: F Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Sex: M Citation Issued: N

https://alis.dot.ny.gov/SQRA/SQR_Reports/Default.aspx?p2=&p4=VT_VERBALREPORT_LOCAL&p6=Accident Verbal Desc... 9/9/2019

Veh :2

Public Property Damage: OTHER

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STARTING IN TRAFFIC

Direction of Travel: WEST

Registered Weight: Driver's Age: 55

CAR/VAN/PICKUP Num of Occupants: 1

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

School Bus Involved: OTHER

State of Registration: NY Citation Issued: N

Veh :1

Sex: F

Sex: M

Muni: Islip(T) Ref. Marker: Street: MONTAUK HWY Wed 16:31 PM Persons Killed: 0 Persons Injured: 0 Extent of Injuries: Case: 2018-37810419 Accident Class: NON-REPORTABLE Police Agency: SUFFOLK CO PD YAPHANK Num of Veh: 2 Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: TRAFFIC SIGNAL Manner of Collision: OVERTAKING Weather: CLEAR Road Surface Condition: DRY Road Char.: STRAIGHT AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Public Property Damage: OTHER

Registered Weight: 2641 Driver's Age: 47

Apparent Factors: NOT APPLICABLE, NOT APPLICABLE

Pre-Accd Action: STOPPED IN TRAFFIC

Direction of Travel: SOUTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

Apparent Factors: UNSAFE SPEED, FOLLOWING TOO CLOSELY

Pre-Accd Action: MERGING

Direction of Travel: SOUTH-EAST

CAR/VAN/PICKUP Num of Occupants: 1

Num of Veh: 2

County: Suffolk 8/29/2018

Veh :2

Veh :1

Accident Class: PROPERTY DAMAGE AND INJURY Police Agency: BRENTWOOD SP Type Of Accident: COLLISION WITH MOTOR VEHICLE Traffic Control: STOP SIGN Manner of Collision: REAR END Weather: CLEAR Road Surface Condition: DRY Road Char.: CURVE AND LEVEL Light Condition: DAYLIGHT Loc. of Ped/Bicycle: NOT APPLICABLE Action of Ped/Bicycle: NOT APPLICABLE

Page 79 of 79

Appendix C

Description Level of Service Definitions

Appendix

Level of Service Definitions

Signal Controlled Intersections The level of service and capacity of a signalized intersection are the criteria by which the quality of traffic service is measured. The levels of service range between level of service A (relatively congestion-free) and level of service F (congested). The capacity of a signalized intersection is based upon the concepts of saturation flow and saturation flow rate. This is the maximum rate of flow that can pass through a given lane group under prevailing traffic and roadway conditions. The volume-to-capacity ratio is the ratio of the traffic flow for a given lane group or approach to the capacity. A V/C ratio of 1.0 indicates that the flow rate equals the capacity. Values over 1.0 indicate a temporary excess of demand. This does not necessarily indicate an intersection failure. The level of service of a signalized intersection is evaluated on the basis of average control delay per vehicle for various movements within the intersection. The control delay is a function of the arrivals, delay from queuing and over saturation. The following general statements may be made regarding the level of service of a signalized intersection. 

Level of service A describes operations with a very low delay. This occurs when progression is extremely favorable and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short traffic signal cycles may contribute to low delay.



Level of service B generally occurs with good progression and/or short traffic signal cycle lengths. More vehicles stop than for level of service A, causing higher average delays.



Level of service C has higher delays than level of service B. These higher delays may result from fair progression and/or longer cycle lengths. Individual cycle failures, where motorists are required to wait through an entire signal cycle, may begin to appear in this level. The number of vehicles

stopping is significant at this level, although many still pass through the intersection without stopping. 

Level of service D means the influence of congestion has become more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths or high volume to capacity ratios. Many vehicles stop and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable.



Level of service E is considered the limit of acceptable delay. These high delay values generally indicate poor progression, long cycle lengths and high volume to capacity ratios. Individual cycle failures are frequent occurrences.



Level of Service F has delays that are considered unacceptable to most drivers. This condition often occurs with over saturations, i.e., when arrival flow rates exceed the capacity of the intersection. It may occur at volume to capacity ratios below 1.0 with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing causes to such delay levels.

The following average stopped delays are utilized to determine intersection and approach roadway levels of service for signalized intersections: LEVEL OF SERVICE

CONTROL DELAY PER VEHICLE (SEC)

< 10.0

> 10.0 and < 20.0

> 20.0 and < 35.0

> 35.0 and < 55.0

> 55.0 and < 80.0

> 80.0

Two Way Stop Controlled Intersections The level of service and capacity of a two-way stop controlled (TWSC) intersection are the criteria that are used to measure the quality of the traffic operations. The levels of service range between level of service A (relatively congestion-free) and level of service F (very congested). The right of way at the TWSC intersection is controlled by stop signs on two opposing minor-street approaches (or on one leg of a “T”-type intersection). The capacity of a controlled approach is based on the distribution of gaps in the

major street traffic flow, driver judgment in selecting a gap through which to execute the desired maneuver and the follow up time required by each driver in a queue. The level of service for the subject lane group movement of an approach of a TWSC intersection is evaluated based on the average total delay per vehicle. Control delay is a function of the capacity of the approach and the degree of saturation. It is defined as the total elapsed time from the time a vehicle stops at the end of the queue to the time the vehicle departs from the stop line. This includes the time required for the vehicle to travel from the end of the queue position to the first-in-queue position, including deceleration of vehicles from free-flow speed to the speed of vehicles in the queue. The average approach delay for all vehicles on a particular approach is computed as the weighted average of the control delay estimates for each individual movement on the approach. The following levels of average control delay are used to determine approach levels of service: LEVEL OF SERVICE

CONTROL DELAY PER VEHICLE (SEC)

< 10.0

> 10.0 and < 15.0

> 15.0 and < 25.0

> 25.0 and < 35.0

> 35.0 and < 50.0

> 50.0

While the level of service criteria are applied to each approach of a TWSC intersection, the average delay for an entire intersection can be calculated by taking a weighted average of the vehicles stopped on the minor approaches and the vehicles in the major street traffic flow, which suffer no delays. This total average control delay provides a means of comparison for two intersections.

All Way Stop Controlled Intersections The level of service and capacity of an all way stop controlled (AWSC) intersection are the criteria by which the quality of traffic service is measured. The levels of service range between level of service A (relatively congestion-free) and level of service F (very congested).

The key variable in determining the capacity of an AWSC intersection is the distribution of traffic volumes among the approaches. Under ideal conditions traffic would be evenly distributed among the approaches. The flow rate for any given approach increases as the traffic decreases on the other approaches, allowing a smaller headway between vehicles departing from the stop line. The capacity of each approach is computed under the assumption that the flows on the opposing and conflicting approaches are constant. The level of service of an AWSC intersection is evaluated based on the average total delay per vehicle. Total delay is defined as the total elapsed time from when a vehicle stops at the end of a queue until the vehicle departs from the stop line. This includes the time required for the vehicle to travel from the end of the queue position to the first-in-queue position, including deceleration of vehicles from free-flow speed to the speed of vehicles in the queue. This delay is based on the flow rate for each approach. As indicated above, the flow rate and therefore the delay, is directly proportional to the distribution of vehicles among the approaches. The following levels of average control delay are used to determine approach levels of service: LEVEL OF SERVICE

CONTROL DELAY PER VEHICLE (SEC)

< 10.0

> 10.0 and < 15.0

> 15.0 and < 25.0

> 25.0 and < 35.0

> 35.0 and < 50.0

> 50.0

The average control delay is the most effective measure for indicating the performance of an AWSC intersection because it can readily be measured by a transportation analyst and can be clearly communicated to a lay person. In addition, the use of delay will result in a consistent measure for both signalized and unsignalized intersections. While both types of intersections are evaluated in terms of average delay, the level of service criteria are different. This is due to drivers who expect different levels of performance from different types of intersection controls. Since signalized intersections are designed to carry higher traffic volumes compared with AWSC intersections, higher levels of control delay are more acceptable at signalized intersections for the same level of service.

Appendix D

Description Synchro Level of Service Analysis Reports

Appendix

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings

Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Existing 2019 AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1646 0.263 456

800 800 3266

46 46 0

946 946 3282

21 21 0

36 36 0

66 66 0

3282 6

1370 183

15 15 1927 0.749 1494 7

13 13 0

9 9 1551 0.732 1180

126 126 1370

3266 6

170 170 1703 0.261 468

0.96 100% 6% 0

0.89 100% 6% 0

0.69 100% 10% 0

0.84 100% 6% 0

0% 8 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 60.0 0.60 0.03 23.2 0.0 23.2 C

C-Max 60.0 0.60 0.45 21.9 0.0 21.9 C 21.9 C 211 m332 143

None 76.7 0.77 0.40 6.0 0.0 6.0 A

C-Max 75.4 0.75 0.44 5.4 0.0 5.4 A 5.5 A 113 157 298

None

None 11.7 0.12 0.47 52.0 0.0 52.0 D 23.6 C 39 60 283

None 11.7 0.12 0.57 13.5 0.0 13.5 B

None

None 11.7 0.12 0.62 54.1 0.0 54.1 D 54.1 D 64 109 199

1961 0 0 0 0.45

27 49 225 853 0 0 0 0.22

1087 NA 6

0 Perm 3 3

2477 0 0 0 0.44

65 NA 3

2 2

90 273 0 0 0 0.03

191 pm+pt 1 6 1

3 m8

881 NA 2

183 Perm

0 Perm

3 3

8 8

169 0 0 0 0.38

0 20 45 353 0 0 0 0.52

112 NA 8

221 0 0 0 0.51

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 15.2 Intersection LOS: B Intersection Capacity Utilization 63.9% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

1: Snedecor Ave/Pat Dr & Montauk Hwy

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3 1703 0.362 649

505 505 1733

177 177 1422

645 645 1724

23 23 0

119 119 0

36 36 0

1724 3

1312 61

50 50 2005 0.810 1654 7

10 10 0

1422 83

4 4 1472 0.631 974

166 166 1312

1733

322 322 1703 0.167 299

0.88 100% 6% 0

0.83 100% 6% 0

0.68 100% 19% 0

0.73 100% 4% 0

0% 3 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 38.6 0.39 0.01 20.3 0.0 20.3 C

C-Max 38.6 0.39 0.86 43.7 0.0 43.7 D 35.8 D 391 #661 242

C-Max 38.6 0.39 0.34 13.6 0.0 13.6 B

None 66.1 0.66 0.79 23.1 0.0 23.1 C

None

72 223

None 23.3 0.23 0.80 59.6 0.0 59.6 E 31.6 C 109 116 284

None 50.1 0.50 0.36 10.8 0.0 10.8 B

47 113

C-Max 64.8 0.65 0.72 15.1 0.0 15.1 B 17.7 B 333 524 428

None 23.3 0.23 0.34 30.4 0.0 30.4 C 30.4 C 66 81 268

55 600 0 0 0 0.34

120 521 0 0 0 0.74

669 0 0 0 0.86

805 NA 6

0 Perm

2 2

105 250 0 0 0 0.01

201 Perm

388 pm+pt 1 6 1

1 m2

574 NA 2

3 3

1117 0 0 0 0.72

181 244 NA pm+ov 3 1 3 3 1

344 0 0 0 0.53

62 56 110 711 0 0 0 0.34

0 Perm 7 7

131 NA 7

590 0 0 0 0.22

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 26.3 Intersection LOS: C Intersection Capacity Utilization 72.3% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 AM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

VHB MCM

2: Beach Dr/Pease Ln & Montauk Hwy

GSHMC 03/13/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Major/Minor Major1 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver 0 Stage 1 0 Stage 2 0 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 -

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

VHB MCM

AM Peak

2.9

Movement EBL Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor 90 Heavy Vehicles, % 6 Mvmt Flow 0

Approach HCM Control Delay, s HCM LOS

Existing 2019

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

663 20 663 20 0 0 Free Free - None 0 0 90 90 6 6 737 22

149 149 0 Free 105 81 6 184

613 11 613 11 0 0 Free Free - None 0 0 81 81 6 6 757 14

8 8 0 Stop 59 3 14

0 25 0 25 0 0 Stop Stop - None 0 0 59 59 3 3 0 42

0 0 0 Stop 75 4 0

0 21 0 21 0 0 Stop Stop - None 0 0 0 75 75 4 4 0 28

0 -

Major2 0 759 - 4.16 - 2.254 835 835 -

EB 0

WB 2

NBLn1 129 0.434 52.7 F 1.9

EBT -

EBR -

0 -

Minor1 Minor2 0 1894 1887 748 748 748 - 1146 1139 - 7.13 6.53 6.23 - 6.13 5.53 - 6.13 5.53 - 3.527 4.027 3.327 53 70 411 0 403 418 0 241 275 0 41 55 411 41 55 403 418 175 215 NB 52.7 F

SBR

764 - 6.24 - 3.336 0 401 0 0 -

401 -

SB 14.7 B

WBL WBT WBR SBLn1 835 401 0.22 - 0.07 10.5 - 14.7 B B 0.8 0.2

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

23 23 1703 0.414 742

589 589 1689

117 117 0

465 465 1689

24 24 0

42 42 0

65 65 0

1689 5

1599 44

21 21 1946 0.784 1570 16

28 28 0

5 5 1800 0.643 1210

29 29 1599

1689 19

139 139 1671 0.303 533

0.90 100% 6% 0

0.85 100% 8% 0

0.66 100% 1% 0

0.79 100% 4% 0

0% 26 Perm

784 NA 2

0% 0

164 Perm

575 NA 6

0% 0

0 Perm

0% 44 Perm

0 Perm

3 3

7 7

144 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 74.6 0.75 0.05 4.3 0.0 4.3 A

C-Max 74.6 0.75 0.62 11.4 0.0 11.4 B 11.2 B 413 503 769

C-Max 74.6 0.75 0.41 5.9 0.0 5.9 A

C-Max 74.6 0.75 0.46 4.2 0.3 4.4 A 4.7 A 80 110 179

None

None 13.5 0.14 0.44 46.9 0.0 46.9 D 33.8 C 43 58 283

None 13.5 0.14 0.17 12.3 0.0 12.3 B

None

None 13.5 0.14 0.64 48.5 0.0 48.5 D 48.5 D 78 113 313

3 m7 95 553 0 0 0 0.05

1264 0 0 0 0.62

22 m39 55 397 0 0 0 0.41

3 3

72 NA 3

1261 212 0 0 0.55

319 0 0 0 0.23

0 15 65 454 0 0 0 0.10

426 0 0 0 0.34

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 13.0 Intersection LOS: B Intersection Capacity Utilization 74.7% ICU Level of Service D Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

4: West Site Access/Keith Ln & Montauk Hwy

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 AM Peak

EBT

EBR

WBL

WBT

NBL

NBR

652 652 1721

35 35 0

527 527 1701

57 57 1890 0.969 1890 28

33 33 0

1721 5

18 18 1671 0.312 549

0.88 100% 6% 0

0.93 100% 8% 0

0.78 100% 5% 0

567 NA 6

115 Prot 3

0% 781 NA 2

19 Perm

1701

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.3 0.76 0.59 6.7 0.0 6.7 A 6.7 A 52 172 1011

C-Max 76.3 0.76 0.05 4.9 0.0 4.9 A

C-Max 76.3 0.76 0.44 7.8 0.0 7.8 A 7.7 A 138 268 769

None 11.8 0.12 0.46 36.8 0.0 36.8 D 36.8 D 53 85 355

1297 0 0 0 0.44

519 0 0 0 0.22

1314 0 0 0 0.59

3 m9 85 418 0 0 0 0.05

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 9.4 Intersection LOS: A Intersection Capacity Utilization 54.7% ICU Level of Service A Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

5: Secatogue Ln & Montauk Hwy

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

37 37 1687 0.136 241

641 641 1715

5 5 0

0 0 0

617 617 1761

41 41 0

11 11 0

5 5 0

36 36 0

1761 3

39 39 1583 0.950 1583

2 2 1430

1715 1

5 5 1775 0.333 606

1430

0.87 100% 7% 0

0.88 100% 7% 0

0.66 100% 11% 0

0.48 100% 14% 0

43 pm+pt 5 2 5

743 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

None 65.1 0.65 0.16 13.2 0.0 13.2 B

C-Max 65.5 0.66 0.66 21.2 0.0 21.2 C 20.7 C 347 #665 370

C-Max 56.3 0.56 0.75 31.0 0.0 31.0 C 31.0 C ~529 #885 1011

None

1123 0 0 0 0.66

993 0 0 0 0.75

11 33 125 287 0 0 0 0.15

748 NA 6

0% 0

0 Perm 3 3

Lead

33 NA 3

0% 0

81 Split 4

79 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 12.2 0.12 0.45 58.1 0.0 58.1 E 58.1 E 20 34 256

None 11.7 0.12 0.44 47.7 0.0 47.7 D

None 11.7 0.12 0.48 49.8 0.0 49.8 D 48.7 D 48 46 309

144 0 0 0 0.23

199 0 0 0 0.41

49 47

180 0 0 0 0.44

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 28.5 Intersection LOS: C Intersection Capacity Utilization 54.8% ICU Level of Service A Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 AM Peak

Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases:

VHB MCM

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

7 7 1678 0.261 461

1081 1081 3339

36 36 0

891 891 3351

71 71 0

49 49 0

54 54 0

3351 16

1383 262

26 26 1987 0.729 1491 7

16 16 0

19 19 1570 0.716 1165

170 170 1383

3339 3

151 151 1752 0.119 220

0.79 100% 4% 0

0.88 100% 3% 0

0.65 100% 9% 0

0.92 100% 3% 0

0% 9 Perm

10.0 31.3 43.0 35.8% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 47.0 39.2% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 90.0 75.0% 4.3 3.0 0.0 7.3

5.0 29.6 30.0 25.0% 3.6 2.0

5.0 29.6 30.0 25.0% 3.6 2.0 0.0 5.6

5.0 10.6 30.0 25.0% 3.6 2.0

5.0 10.6 30.0 25.0% 3.6 2.0 0.0 5.6

C-Max 75.2 0.63 0.03 14.6 0.0 14.6 B

C-Max 75.2 0.63 0.68 15.1 0.0 15.1 B 15.1 B 213 330 143

None 92.4 0.77 0.58 14.6 0.0 14.6 B

C-Max 91.1 0.76 0.43 6.2 0.0 6.2 A 7.4 A 132 213 298

None

None 16.0 0.13 0.67 69.1 0.0 69.1 E 28.7 C 78 89 283

None 16.0 0.13 0.64 12.7 0.0 12.7 B

None

None 16.0 0.13 0.51 52.3 0.0 52.3 D 52.3 D 71 120 199

2093 0 0 0 0.68

29 81 225 692 0 0 0 0.25

1094 NA 6

0 Perm 3 3

2548 0 0 0 0.43

104 NA 3

2 2

90 288 0 0 0 0.03

172 pm+pt 1 6 1

2 m6

1414 NA 2

262 Perm

0 Perm

3 3

8 8

236 0 0 0 0.44

0 2 45 489 0 0 0 0.54

104 NA 8

308 0 0 0 0.34

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 14.8 Intersection LOS: B Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

1: Snedecor Ave/Pat Dr & Montauk Hwy

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

7 7 1752 0.322 594

806 806 1783

111 111 1463

806 806 1761

17 17 0

106 106 0

21 21 0

1761 2

1459 75

13 13 1990 0.823 1675 14

12 12 0

1463 69

13 13 1643 0.755 1296

208 208 1459

1783

180 180 1736 0.132 241

0.93 100% 3% 0

0.99 100% 4% 0

0.70 100% 7% 0

0.88 100% 2% 0

0% 8 Perm

2 2

10.0 28.3 58.0 48.3% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 79.0 65.8% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 34.2% 3.6 2.0

5.0 29.6 41.0 34.2% 3.6 2.0 0.0 5.6

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 34.2% 3.6 2.0

5.0 10.6 41.0 34.2% 3.6 2.0 0.0 5.6

C-Max 69.4 0.58 0.02 11.1 0.0 11.1 B

C-Max 69.4 0.58 0.84 27.4 1.9 29.3 C 26.2 C 625 #1000 242

C-Max 69.4 0.58 0.14 4.1 0.0 4.1 A

None 87.4 0.73 0.57 23.3 0.0 23.3 C

None

25 105

None 22.0 0.18 0.72 61.8 0.0 61.8 E 39.5 D 125 137 284

None 39.3 0.33 0.56 26.8 0.0 26.8 C

6 m19

C-Max 86.1 0.72 0.66 9.9 0.0 9.9 A 12.3 B 163 613 428

None 22.0 0.18 0.17 30.7 0.0 30.7 C 30.7 C 25 56 268

55 874 0 0 0 0.14

120 381 0 0 0 0.48

1031 68 0 0 0.90

831 NA 6

0 Perm

2 2

105 343 0 0 0 0.02

119 Perm

182 pm+pt 1 6 1

2 m4

867 NA 2

3 3

1263 0 0 0 0.66

170 297 NA pm+ov 3 1 3 3 1

382 0 0 0 0.45

141 122 110 584 0 0 0 0.51

0 Perm 7 7

53 NA 7

503 0 0 0 0.11

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 23.2 Intersection LOS: C Intersection Capacity Utilization 78.6% ICU Level of Service D Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 PM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

VHB MCM

2: Beach Dr/Pease Ln & Montauk Hwy

GSHMC 03/13/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

VHB MCM

PM Peak

1.9

Approach HCM Control Delay, s HCM LOS

Existing 2019

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

864 26 864 26 0 0 Free Free - None 0 0 93 93 3 3 929 28

41 41 0 Free 105 95 4 43

869 25 869 25 0 0 Free Free - None 0 0 95 95 4 4 915 26

6 6 0 Stop 79 1 8

0 51 0 51 0 0 Stop Stop - None 0 0 79 79 1 1 0 65

0 0 0 Stop 65 3 0

0 26 0 26 0 0 Stop Stop - None 0 0 0 65 65 3 3 0 40

0 -

Major2 0 957 - 4.14 - 2.236 711 711 -

EB 0

WB 0.5

NBLn1 182 0.396 37.2 E 1.7

EBT -

0 -

Minor1 Minor2 0 1977 1970 943 943 943 - 1034 1027 - 7.11 6.51 6.21 - 6.11 5.51 - 6.11 5.51 - 3.509 4.009 3.309 47 63 320 0 317 343 0 282 313 0 39 59 320 39 59 317 343 232 294 NB 37.2 E

SBR

928 - 6.23 - 3.327 0 323 0 0 -

323 -

SB 17.7 C

EBR WBL WBT WBR SBLn1 711 323 - 0.061 - 0.124 - 10.4 - 17.7 B C 0.2 0.4

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

47 47 1736 0.268 490

775 775 1755

32 32 0

763 763 1738

93 93 0

59 59 0

1738 11

1599 73

1 1 1908 0.796 1558 34

53 53 0

8 8 1802 0.610 1148

65 65 1599

1755 4

19 19 1736 0.257 470

0.88 100% 4% 0

0.96 100% 4% 0

0.89 100% 1% 0

0.83 100% 3% 0

0% 53 Perm

917 NA 2

0% 0

20 Perm

892 NA 6

0% 0

0 Perm

0% 73 Perm

0 Perm

3 3

7 7

136 NA 7

2 2

6 6

10.0 16.3 88.0 73.3% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 26.7% 3.6 2.0

5.0 25.6 32.0 26.7% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 26.7% 3.6 2.0

5.0 10.6 32.0 26.7% 3.6 2.0 0.0 5.6

C-Max 94.8 0.79 0.14 7.2 0.0 7.2 A

C-Max 94.8 0.79 0.66 12.4 1.0 13.4 B 13.1 B 203 738 769

C-Max 94.8 0.79 0.05 2.6 0.0 2.6 A

C-Max 94.8 0.79 0.65 4.9 0.2 5.2 A 5.1 A 126 153 179

None

None 13.3 0.11 0.59 68.2 0.0 68.2 E 41.2 D 56 101 283

None 13.3 0.11 0.30 13.5 0.0 13.5 B

None

None 13.3 0.11 0.67 53.8 0.0 53.8 D 53.8 D 77 123 313

11 m28 95 387 0 0 0 0.14

1387 234 231 0 0.80

2 m4 55 371 0 0 0 0.05

3 3

75 NA 3

1375 86 0 0 0.69

252 0 0 0 0.30

0 42 65 408 0 9 0 0.18

369 0 4 0 0.37

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 29 (24%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 14.2 Intersection LOS: B Intersection Capacity Utilization 69.0% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

4: West Site Access/Keith Ln & Montauk Hwy

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 PM Peak

EBT

EBR

WBL

WBT

NBL

NBR

787 787 1750

58 58 0

808 808 1766

50 50 1902 0.971 1902 25

33 33 0

1750 8

31 31 1736 0.259 473

0.91 100% 4% 0

0.96 100% 4% 0

0.90 100% 4% 0

842 NA 6

93 Prot 3

0% 929 NA 2

32 Perm

1766

6 6

10.0 16.3 91.0 75.8% 4.3 2.0 0.0 6.3

10.0 27.6 29.0 24.2% 3.6 2.0 0.0 5.6

C-Max 96.5 0.80 0.66 12.0 0.0 12.0 B 12.0 B 215 654 1011

C-Max 96.5 0.80 0.08 4.4 0.0 4.4 A

C-Max 96.5 0.80 0.59 8.1 0.3 8.5 A 8.3 A 219 477 769

None 11.6 0.10 0.45 44.0 0.0 44.0 D 44.0 D 51 102 355

1420 166 0 0 0.67

391 0 12 0 0.25

1408 0 19 0 0.67

6 m11 85 380 0 0 0 0.08

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 97 (81%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 11.9 Intersection LOS: B Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

5: Secatogue Ln & Montauk Hwy

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

16 16 1752 0.156 288

848 848 1780

13 13 0

0 0 0

837 837 1820

22 22 0

7 7 0

4 4 0

24 24 0

1820 1

17 17 1687 0.950 1687

0 0 1509

1780 1

0 0 1924 0.691 1371

1509

0.93 100% 3% 0

0.93 100% 4% 0

0.69 100% 0% 0

0.79 100% 7% 0

17 pm+pt 5 2 5

926 NA 2 2

3.0 10.0 16.0 13.3% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 74.0 61.7% 4.3 4.0 0.0 8.3

10.0 35.3 58.0 48.3% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 25.0% 3.6 2.5

None 93.4 0.78 0.06 6.7 0.0 6.7 A

C-Max 93.7 0.78 0.67 13.5 0.0 13.5 B 13.4 B 231 747 370

C-Max 88.0 0.73 0.69 23.1 0.0 23.1 C 23.1 C 347 #1031 1011

None

1390 0 0 0 0.67

1334 0 0 0 0.69

2 13 125 334 0 0 0 0.05

924 NA 6

0% 0

0 Perm 3 3

Lead

16 NA 3

0% 0

22 Split 4

30 NA 4

5.0 28.1 30.0 25.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 16.0 13.3% 3.6 2.5 0.0 6.1 Lag

None 9.2 0.08 0.15 53.5 0.0 53.5 D 53.5 D 12 26 257

None 8.9 0.07 0.18 54.4 0.0 54.4 D

None 8.9 0.07 0.27 57.7 0.0 57.7 E 56.3 E 22 46 311

273 0 0 0 0.06

144 0 0 0 0.15

16 37

129 0 0 0 0.23

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 14 (12%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 19.5 Intersection LOS: B Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings #

Existing 2019 PM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

VHB MCM

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

12 12 1728 0.313 569

757 757 3431

36 36 0

702 702 3424

46 46 0

29 29 0

69 69 0

3424 17

1478 128

10 10 1988 0.761 1568 9

17 17 0

5 5 1667 0.718 1248

106 106 1478

3431 5

83 83 1787 0.286 538

0.95 100% 1% 0

0.82 100% 1% 0

0.83 100% 2% 0

0.77 100% 2% 0

0% 13 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 64.6 0.65 0.04 10.2 0.0 10.2 B

C-Max 64.6 0.65 0.38 8.1 0.0 8.1 A 8.1 A 60 183 143

None 76.5 0.76 0.20 4.3 0.0 4.3 A

C-Max 75.2 0.75 0.35 4.8 0.0 4.8 A 4.7 A 86 106 298

None

None 11.9 0.12 0.28 43.9 0.0 43.9 D 20.0 C 24 51 283

None 11.9 0.12 0.44 12.4 0.0 12.4 B

None

None 11.9 0.12 0.65 54.2 0.0 54.2 D 54.2 D 71 107 199

2219 0 0 0 0.38

14 25 225 911 0 0 0 0.11

912 NA 6

0 Perm 3 3

2580 0 0 0 0.35

41 NA 3

2 2

90 367 0 0 0 0.04

101 pm+pt 1 6 1

2 m8

835 NA 2

128 Perm

0 Perm

3 3

8 8

179 0 0 0 0.23

0 41 45 322 0 0 0 0.40

125 NA 8

233 0 0 0 0.54

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 10.1 Intersection LOS: B Intersection Capacity Utilization 58.1% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

1: Snedecor Ave/Pat Dr & Montauk Hwy

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

12 12 1770 0.369 687

673 673 1801

79 79 1478

622 622 1811

15 15 0

81 81 0

24 24 0

1811 2

1501 36

12 12 1995 0.799 1634 12

11 11 0

1478 83

13 13 1694 0.719 1270

93 93 1501

1801

92 92 1787 0.242 455

0.91 100% 2% 0

0.84 100% 1% 0

0.82 100% 4% 0

0.90 100% 2% 0

0% 13 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 62.4 0.62 0.03 7.2 0.0 7.2 A

C-Max 62.4 0.62 0.66 15.4 0.0 15.4 B 13.9 B 250 586 242

C-Max 62.4 0.62 0.09 1.7 0.0 1.7 A

None 75.0 0.75 0.26 4.5 0.0 4.5 A

None

10 22

None 14.4 0.14 0.63 54.8 0.0 54.8 D 37.5 D 70 107 284

None 26.3 0.26 0.27 19.9 0.0 19.9 B

1 11

C-Max 73.7 0.74 0.57 6.6 0.0 6.6 A 6.4 A 103 122 428

None 14.4 0.14 0.21 30.9 0.0 30.9 C 30.9 C 23 54 268

55 953 0 0 0 0.09

120 621 0 0 0 0.18

1123 0 0 0 0.66

758 NA 6

0 Perm

2 2

105 428 0 0 0 0.03

87 Perm

110 pm+pt 1 6 1

2 m6

740 NA 2

3 3

1336 0 0 0 0.57

115 113 NA pm+ov 3 1 3 3 1

449 0 0 0 0.26

38 65 110 636 0 0 0 0.18

0 Perm 7 7

52 NA 7

586 0 0 0 0.09

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

2: Beach Dr/Pease Ln & Montauk Hwy

GSHMC 03/13/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

VHB MCM

Saturday Midday

2.9

Approach HCM Control Delay, s HCM LOS

Existing 2019

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

689 22 689 22 0 0 Free Free - None 0 0 93 93 2 2 741 24

61 61 0 Free 105 88 2 69

669 16 669 16 0 0 Free Free - None 0 0 88 88 2 2 760 18

11 11 0 Stop 57 1 19

0 48 0 48 0 0 Stop Stop - None 0 0 57 57 1 1 0 84

0 0 0 Stop 41 4 0

0 13 0 13 0 0 Stop Stop - None 0 0 0 41 41 4 4 0 32

0 -

Major2 0 765 - 4.12 - 2.218 848 848 -

EB 0

WB 0.8

NBLn1 208 0.498 38.3 E 2.5

EBT -

0 -

Minor1 Minor2 0 1676 1669 753 753 753 923 916 - 7.11 6.51 6.21 - 6.11 5.51 - 6.11 5.51 - 3.509 4.009 3.309 76 97 411 0 403 419 0 325 353 0 66 89 411 66 89 403 419 275 324 NB 38.3 E

SBR

769 - 6.24 - 3.336 0 398 0 0 -

398 -

SB 14.8 B

EBR WBL WBT WBR SBLn1 848 398 - 0.082 - 0.08 9.6 - 14.8 A B 0.3 0.3

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

44 44 1770 0.309 576

622 622 1788

31 31 0

633 633 1774

72 72 0

32 32 0

68 68 0

1774 11

1615 36

7 7 1956 0.812 1629 38

57 57 0

4 4 1820 0.611 1161

15 15 1615

1788 5

8 8 1770 0.341 635

0.91 100% 2% 0

0.90 100% 2% 0

0.71 100% 0% 0

0.87 100% 1% 0

0% 48 Perm

718 NA 2

0% 0

9 Perm

783 NA 6

0% 0

0 Perm

0% 21 Perm

0 Perm

3 3

7 7

152 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 75.7 0.76 0.11 4.0 0.0 4.0 A

C-Max 75.7 0.76 0.53 8.5 0.0 8.5 A 8.2 A 263 464 769

C-Max 75.7 0.76 0.02 2.6 0.0 2.6 A

C-Max 75.7 0.76 0.58 4.7 0.1 4.8 A 4.8 A 92 116 179

None

None 12.4 0.12 0.35 45.2 0.0 45.2 D 33.9 C 30 49 283

None 12.4 0.12 0.09 6.5 0.0 6.5 A

None

None 12.4 0.12 0.65 43.0 0.0 43.0 D 43.0 D 70 121 313

12 m12 95 436 0 0 0 0.11

1354 0 0 0 0.53

1 m2 55 480 0 0 0 0.02

3 3

51 NA 3

1345 70 0 0 0.61

306 0 0 0 0.17

0 6 65 452 0 0 0 0.05

458 0 0 0 0.33

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 10.7 Intersection LOS: B Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

4: West Site Access/Keith Ln & Montauk Hwy

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 Saturday Midday

EBT

EBR

WBL

WBT

NBL

NBR

702 702 1786

41 41 0

611 611 1801

57 57 1972 0.972 1972 37

43 43 0

1786 6

33 33 1770 0.283 527

0.88 100% 2% 0

0.89 100% 2% 0

0.86 100% 0% 0

687 NA 6

116 Prot 3

0% 845 NA 2

37 Perm

1801

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.7 0.77 0.62 5.7 0.0 5.7 A 5.7 A 71 127 1011

C-Max 76.7 0.77 0.09 6.2 0.0 6.2 A

C-Max 76.7 0.77 0.50 10.6 0.0 10.6 B 10.4 B 239 451 769

None 11.4 0.11 0.45 33.6 0.0 33.6 C 33.6 C 48 92 355

1380 0 0 0 0.50

547 0 0 0 0.21

1371 0 0 0 0.62

6 m18 85 404 0 0 0 0.09

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 9.6 Intersection LOS: A Intersection Capacity Utilization 57.7% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings m

Existing 2019 Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

5: Secatogue Ln & Montauk Hwy

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings

Existing 2019 Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13 1770 0.181 337

735 735 1795

13 13 0

0 0 0

683 683 1876

14 14 0

8 8 0

3 3 0

19 19 0

1876 1

9 9 1805 0.950 1805

0 0 1615

1795 1

0 0 1946 0.795 1605

1615

0.88 100% 2% 0

0.85 100% 1% 0

0.69 100% 0% 0

0.58 100% 0% 0

15 pm+pt 5 2 5

850 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

None 76.7 0.77 0.04 7.5 0.0 7.5 A

C-Max 78.7 0.79 0.60 12.7 0.0 12.7 B 12.6 B 188 592 370

C-Max 73.0 0.73 0.60 14.6 0.0 14.6 B 14.6 B 134 #758 1011

None

1413 0 0 0 0.60

1369 0 0 0 0.60

2 12 125 387 0 0 0 0.04

820 NA 6

0% 0

0 Perm 3 3

Lead

16 NA 3

0% 0

16 Split 4

33 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 8.8 0.09 0.11 42.4 0.0 42.4 D 42.4 D 10 22 257

None 8.5 0.08 0.10 42.7 0.0 42.7 D

None 8.5 0.08 0.24 46.3 0.0 46.3 D 45.1 D 20 31 311

383 0 0 0 0.04

196 0 0 0 0.08

10 19

176 0 0 0 0.19

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 14.7 Intersection LOS: B Intersection Capacity Utilization 58.8% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings #

Existing 2019 Saturday Midday

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

VHB MCM

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1646 0.243 421

851 851 3266

49 49 0

1015 1015 3282

22 22 0

38 38 0

70 70 0

3282 6

1370 194

16 16 1925 0.749 1493 7

14 14 0

10 10 1551 0.727 1172

134 134 1370

3266 6

180 180 1703 0.239 428

0.96 100% 6% 0

0.89 100% 6% 0

0.69 100% 10% 0

0.84 100% 6% 0

0% 8 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 59.3 0.59 0.03 24.9 0.0 24.9 C

C-Max 59.3 0.59 0.48 24.6 0.0 24.6 C 24.6 C 255 m322 143

None 76.5 0.76 0.45 6.7 0.0 6.7 A

C-Max 75.2 0.75 0.47 5.8 0.0 5.8 A 5.9 A 129 174 298

None

None 11.9 0.12 0.50 52.9 0.0 52.9 D 23.8 C 41 63 283

None 11.9 0.12 0.58 13.4 0.0 13.4 B

None

None 11.9 0.12 0.65 55.7 0.0 55.7 E 55.7 E 68 116 199

1939 0 0 0 0.48

29 51 225 837 0 0 0 0.24

1165 NA 6

0 Perm 3 3

2469 0 0 0 0.47

69 NA 3

2 2

90 249 0 0 0 0.03

202 pm+pt 1 6 1

3 m8

937 NA 2

194 Perm

0 Perm

3 3

8 8

168 0 0 0 0.41

0 19 45 363 0 0 0 0.53

119 NA 8

220 0 0 0 0.54

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 16.4 Intersection LOS: B Intersection Capacity Utilization 66.2% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings m

No Build 2024 AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

1: Snedecor Ave/Pat Dr & Montauk Hwy

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1703 0.341 611

535 535 1733

188 188 1422

684 684 1721

36 36 0

126 126 0

41 41 0

1721 4

1312 51

53 53 1997 0.783 1594 8

13 13 0

1422 83

4 4 1472 0.613 946

176 176 1312

1733

341 341 1703 0.099 177

0.88 100% 6% 0

0.83 100% 6% 0

0.68 100% 19% 0

0.73 100% 4% 0

0% 13 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 35.5 0.36 0.06 22.2 0.0 22.2 C

C-Max 35.5 0.36 0.99 65.3 0.0 65.3 E 51.8 D ~458 #693 242

C-Max 35.5 0.36 0.38 15.2 0.0 15.2 B

None 64.6 0.65 0.89 42.1 0.0 42.1 D

None

113 #357

None 24.8 0.25 0.82 60.0 0.0 60.0 E 31.7 C 115 119 284

None 53.2 0.53 0.36 10.7 0.0 10.7 B

58 113

C-Max 63.3 0.63 0.80 19.1 0.0 19.1 B 26.5 C 398 #673 428

None 24.8 0.25 0.37 30.0 0.0 30.0 C 30.0 C 73 87 268

55 558 0 0 0 0.38

120 474 0 0 0 0.87

615 0 0 0 0.99

867 NA 6

0 Perm

2 2

105 217 0 0 0 0.06

214 Perm

411 pm+pt 1 6 1

5 m10

608 NA 2

3 3

1090 0 0 0 0.80

191 259 NA pm+ov 3 1 3 3 1

334 0 0 0 0.57

64 64 110 732 0 0 0 0.35

0 Perm 7 7

147 NA 7

569 0 0 0 0.26

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 35.3 Intersection LOS: D Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 AM Peak

VHB MCM

2: Beach Dr/Pease Ln & Montauk Hwy

GSHMC 03/13/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

VHB MCM

AM Peak

3.3

Approach HCM Control Delay, s HCM LOS

No Build 2024

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

711 20 711 20 0 0 Free Free - None 0 0 90 90 6 6 790 22

149 149 0 Free 105 81 6 184

652 12 652 12 0 0 Free Free - None 0 0 81 81 6 6 805 15

8 8 0 Stop 59 3 14

0 25 0 25 0 0 Stop Stop - None 0 0 59 59 3 3 0 42

0 0 0 Stop 75 4 0

0 22 0 22 0 0 Stop Stop - None 0 0 0 75 75 4 4 0 29

0 -

Major2 0 812 - 4.16 - 2.254 797 797 -

EB 0

WB 2

NBLn1 110 0.508 67.6 F 2.3

EBT -

0 -

Minor1 Minor2 0 1996 1989 801 801 801 - 1195 1188 - 7.13 6.53 6.23 - 6.13 5.53 - 6.13 5.53 - 3.527 4.027 3.327 45 60 383 0 377 395 0 226 261 0 34 46 383 34 46 377 395 160 201 NB 67.6 F

SBR

813 - 6.24 - 3.336 0 375 0 0 -

375 -

SB 15.4 C

EBR WBL WBT WBR SBLn1 797 375 - 0.231 - 0.078 - 10.9 - 15.4 B C 0.9 0.3

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

24 24 1703 0.392 703

632 632 1693

117 117 0

495 495 1689

25 25 0

42 42 0

69 69 0

1689 5

1599 44

21 21 1944 0.783 1566 16

30 30 0

5 5 1800 0.639 1202

29 29 1599

1693 17

139 139 1671 0.276 486

0.90 100% 6% 0

0.85 100% 8% 0

0.66 100% 1% 0

0.79 100% 4% 0

0% 27 Perm

832 NA 2

0% 0

164 Perm

611 NA 6

0% 0

0 Perm

0% 44 Perm

0 Perm

3 3

7 7

152 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 74.0 0.74 0.05 5.0 0.0 5.0 A

C-Max 74.0 0.74 0.66 13.3 0.0 13.4 B 13.1 B 472 564 769

C-Max 74.0 0.74 0.46 6.5 0.0 6.5 A

C-Max 74.0 0.74 0.49 4.3 0.3 4.6 A 5.0 A 85 117 179

None

None 14.1 0.14 0.43 45.6 0.0 45.6 D 32.9 C 43 58 283

None 14.1 0.14 0.17 12.1 0.0 12.1 B

None

None 14.1 0.14 0.65 48.6 0.0 48.6 D 48.6 D 83 118 313

3 m8 95 520 0 0 0 0.05

1258 7 0 0 0.67

22 m36 55 359 0 0 0 0.46

3 3

72 NA 3

1251 211 0 0 0.59

317 0 0 0 0.23

0 15 65 454 0 0 0 0.10

425 0 0 0 0.36

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 13.9 Intersection LOS: B Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings m

No Build 2024 AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

4: West Site Access/Keith Ln & Montauk Hwy

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 AM Peak

EBT

EBR

WBL

WBT

NBL

NBR

699 699 1721

37 37 0

561 561 1701

60 60 1888 0.969 1888 29

35 35 0

1721 5

19 19 1671 0.285 501

0.88 100% 6% 0

0.93 100% 8% 0

0.78 100% 5% 0

603 NA 6

122 Prot 3

0% 836 NA 2

20 Perm

1701

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.1 0.76 0.64 7.5 0.0 7.5 A 7.5 A 56 209 1011

C-Max 76.1 0.76 0.05 4.9 0.0 4.9 A

C-Max 76.1 0.76 0.47 8.1 0.0 8.1 A 8.0 A 148 301 769

None 12.0 0.12 0.48 37.3 0.0 37.3 D 37.3 D 56 89 355

1293 0 0 0 0.47

519 0 0 0 0.24

1310 0 0 0 0.64

3 m8 85 381 0 0 0 0.05

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 10.0 Intersection LOS: A Intersection Capacity Utilization 57.3% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings m

No Build 2024 AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

5: Secatogue Ln & Montauk Hwy

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

39 39 1687 0.085 151

687 687 1715

5 5 0

0 0 0

656 656 1761

43 43 0

12 12 0

5 5 0

38 38 0

1761 3

41 41 1583 0.950 1583

2 2 1428

1715

5 5 1775 0.325 592

1428

0.87 100% 7% 0

0.88 100% 7% 0

0.66 100% 11% 0

0.48 100% 14% 0

45 pm+pt 5 2 5

796 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

None 62.2 0.62 0.21 14.3 0.0 14.3 B

C-Max 60.9 0.61 0.76 25.2 0.0 25.2 C 24.6 C 399 #735 370

C-Max 51.7 0.52 0.87 37.7 0.0 37.7 D 37.7 D ~600 #951 1011

None

1043 0 0 0 0.76

911 0 0 0 0.87

12 34 125 232 0 0 0 0.19

794 NA 6

0% 0

0 Perm 3 3

Lead

34 NA 3

0% 0

85 Split 4

83 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 12.5 0.12 0.47 58.6 0.0 58.6 E 58.6 E 21 35 256

None 11.7 0.12 0.46 48.5 0.0 48.5 D

None 11.7 0.12 0.50 50.9 0.0 50.9 D 49.7 D 50 48 309

141 0 0 0 0.24

199 0 0 0 0.43

51 49

179 0 0 0 0.46

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 33.2 Intersection LOS: C Intersection Capacity Utilization 57.0% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 AM Peak

VHB MCM

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

7 7 1678 0.244 431

1159 1159 3339

38 38 0

949 949 3351

75 75 0

52 52 0

57 57 0

3351 16

1383 263

28 28 1989 0.710 1452 7

17 17 0

20 20 1570 0.710 1155

180 180 1383

3339 3

160 160 1752 0.095 175

0.79 100% 4% 0

0.88 100% 3% 0

0.65 100% 9% 0

0.92 100% 3% 0

0% 9 Perm

10.0 31.3 43.0 35.8% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 47.0 39.2% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 90.0 75.0% 4.3 3.0 0.0 7.3

5.0 29.6 30.0 25.0% 3.6 2.0

5.0 29.6 30.0 25.0% 3.6 2.0 0.0 5.6

5.0 10.6 30.0 25.0% 3.6 2.0

5.0 10.6 30.0 25.0% 3.6 2.0 0.0 5.6

C-Max 73.8 0.62 0.03 16.0 0.0 16.0 B

C-Max 73.8 0.62 0.74 17.8 0.0 17.8 B 17.8 B 277 367 143

None 91.7 0.76 0.67 24.6 0.0 24.6 C

C-Max 90.4 0.75 0.46 6.8 0.0 6.8 A 9.2 A 151 237 298

None

None 16.7 0.14 0.69 69.9 0.0 69.9 E 30.4 C 83 94 283

None 16.7 0.14 0.66 14.5 0.0 14.5 B

None

None 16.7 0.14 0.53 52.8 0.0 52.8 D 52.8 D 75 126 199

2055 0 0 0 0.74

36 117 225 672 0 0 0 0.27

1163 NA 6

0 Perm 3 3

2527 0 8 0 0.46

111 NA 3

2 2

90 265 0 0 0 0.03

182 pm+pt 1 6 1

2 m6

1515 NA 2

277 Perm

0 Perm

3 3

8 8

234 0 0 0 0.47

10 9 45 490 0 0 0 0.57

110 NA 8

300 0 0 0 0.37

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 16.9 Intersection LOS: B Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings m

No Build 2024 PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

1: Snedecor Ave/Pat Dr & Montauk Hwy

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10 1752 0.285 526

854 854 1783

118 118 1463

854 854 1759

23 23 0

112 112 0

35 35 0

1759 2

1459 63

14 14 1974 0.697 1410 19

22 22 0

1463 69

14 14 1643 0.708 1215

220 220 1459

1783

191 191 1736 0.088 161

0.93 100% 3% 0

0.99 100% 4% 0

0.70 100% 7% 0

0.88 100% 2% 0

0% 11 Perm

2 2

10.0 28.3 58.0 48.3% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 79.0 65.8% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 34.2% 3.6 2.0

5.0 29.6 41.0 34.2% 3.6 2.0 0.0 5.6

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 34.2% 3.6 2.0

5.0 10.6 41.0 34.2% 3.6 2.0 0.0 5.6

C-Max 67.8 0.56 0.04 12.9 0.0 12.9 B

C-Max 67.8 0.56 0.91 34.2 6.0 40.2 D 35.7 D 712 #1109 242

C-Max 67.8 0.56 0.15 5.3 0.0 5.3 A

None 86.4 0.72 0.69 43.1 0.0 43.1 D

None

77 145

None 23.0 0.19 0.78 67.0 0.0 67.0 E 42.4 D 134 145 284

None 40.9 0.34 0.58 28.3 0.0 28.3 C

6 m26

C-Max 85.1 0.71 0.71 11.5 0.0 11.5 B 17.2 B 174 705 428

None 23.0 0.19 0.29 32.0 0.0 32.0 C 32.0 C 41 78 268

55 855 0 0 0 0.15

120 334 0 0 0 0.58

1006 63 0 0 0.97

886 NA 6

0 Perm

2 2

105 297 0 0 0 0.04

127 Perm

193 pm+pt 1 6 1

3 m6

918 NA 2

3 3

1248 0 0 0 0.71

180 314 NA pm+ov 3 1 3 3 1

358 0 0 0 0.50

159 135 110 589 0 0 0 0.53

0 Perm 7 7

81 NA 7

429 0 0 0 0.19

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 29.5 Intersection LOS: C Intersection Capacity Utilization 81.4% ICU Level of Service D Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 PM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

VHB MCM

2: Beach Dr/Pease Ln & Montauk Hwy

GSHMC 03/13/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

VHB MCM

PM Peak

2.1

Approach HCM Control Delay, s HCM LOS

No Build 2024

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

919 26 919 26 0 0 Free Free - None 0 0 93 93 3 3 988 28

41 41 0 Free 105 95 4 43

930 27 930 27 0 0 Free Free - None 0 0 95 95 4 4 979 28

6 6 0 Stop 79 1 8

0 51 0 51 0 0 Stop Stop - None 0 0 79 79 1 1 0 65

0 0 0 Stop 65 3 0

0 28 0 28 0 0 Stop Stop - None 0 0 0 65 65 3 3 0 43

0 -

Major2 0 1016 - 4.14 - 2.236 675 675 -

EB 0

WB 0.4

NBLn1 156 0.463 46.5 E 2.1

EBT -

0 -

Minor1 Minor2 0 2103 2095 1002 - 1002 1002 - 1101 1093 - 7.11 6.51 6.21 - 6.11 5.51 - 6.11 5.51 - 3.509 4.009 3.309 38 53 296 0 293 322 0 258 291 0 31 50 296 31 50 293 322 207 272 NB 46.5 E

SBR

- 993 - 6.23 - 3.327 0 297 0 0 -

297 -

SB 19.2 C

EBR WBL WBT WBR SBLn1 675 297 - 0.064 - 0.145 - 10.7 - 19.2 B C 0.2 0.5

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

50 50 1736 0.238 435

825 825 1755

32 32 0

818 818 1738

99 99 0

59 59 0

63 63 0

1738 11

1599 73

1 1 1908 0.795 1557 33

56 56 0

8 8 1802 0.608 1144

65 65 1599

1755 4

19 19 1736 0.229 418

0.88 100% 4% 0

0.96 100% 4% 0

0.89 100% 1% 0

0.83 100% 3% 0

0% 57 Perm

974 NA 2

0% 0

20 Perm

955 NA 6

0% 0

0 Perm

0% 73 Perm

0 Perm

3 3

7 7

144 NA 7

2 2

6 6

10.0 16.3 88.0 73.3% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 26.7% 3.6 2.0

5.0 25.6 32.0 26.7% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 26.7% 3.6 2.0

5.0 10.6 32.0 26.7% 3.6 2.0 0.0 5.6

C-Max 94.1 0.78 0.17 7.9 0.0 7.9 A

C-Max 94.1 0.78 0.71 14.4 3.2 17.6 B 17.0 B 230 792 769

C-Max 94.1 0.78 0.06 2.7 0.0 2.7 A

C-Max 94.1 0.78 0.70 5.7 0.3 6.1 A 6.0 A 141 169 179

None

None 14.0 0.12 0.56 64.8 0.0 64.8 E 39.3 D 56 100 283

None 14.0 0.12 0.29 13.1 0.0 13.1 B

None

None 14.0 0.12 0.68 54.4 0.0 54.5 D 54.5 D 83 130 313

12 m29 95 340 0 0 0 0.17

1376 224 294 0 0.90

2 m4 55 327 0 0 0 0.06

3 3

75 NA 3

1364 86 0 0 0.75

251 0 0 0 0.30

0 41 65 408 0 11 0 0.18

368 0 4 0 0.40

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 29 (24%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 16.1 Intersection LOS: B Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings m

No Build 2024 PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

4: West Site Access/Keith Ln & Montauk Hwy

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 PM Peak

EBT

EBR

WBL

WBT

NBL

NBR

837 837 1750

61 61 0

865 865 1766

53 53 1902 0.971 1902 25

35 35 0

1750 7

33 33 1736 0.234 427

0.91 100% 4% 0

0.96 100% 4% 0

0.90 100% 4% 0

901 NA 6

98 Prot 3

0% 987 NA 2

34 Perm

1766

6 6

10.0 16.3 91.0 75.8% 4.3 2.0 0.0 6.3

10.0 27.6 29.0 24.2% 3.6 2.0 0.0 5.6

C-Max 96.3 0.80 0.70 13.5 0.1 13.6 B 13.6 B 251 699 1011

C-Max 96.3 0.80 0.10 4.7 0.0 4.7 A

C-Max 96.3 0.80 0.64 9.3 0.4 9.7 A 9.5 A 263 565 769

None 11.8 0.10 0.47 45.0 0.0 45.0 D 45.0 D 54 106 355

1416 165 0 0 0.72

391 0 17 0 0.26

1405 1 42 0 0.72

7 m11 85 342 0 0 0 0.10

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 97 (81%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 13.2 Intersection LOS: B Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings m

No Build 2024 PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

5: Secatogue Ln & Montauk Hwy

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

17 17 1752 0.120 221

902 902 1780

14 14 0

0 0 0

896 896 1821

23 23 0

7 7 0

4 4 0

25 25 0

1821 1

18 18 1687 0.950 1687

0 0 1509

1780 1

0 0 1924 0.691 1371

1509

0.93 100% 3% 0

0.93 100% 4% 0

0.69 100% 0% 0

0.79 100% 7% 0

18 pm+pt 5 2 5

985 NA 2 2

3.0 10.0 16.0 13.3% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 74.0 61.7% 4.3 4.0 0.0 8.3

10.0 35.3 58.0 48.3% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 25.0% 3.6 2.5

None 93.2 0.78 0.07 6.9 0.0 6.9 A

C-Max 93.6 0.78 0.71 15.1 0.0 15.1 B 14.9 B 265 #949 370

C-Max 87.8 0.73 0.74 24.5 0.0 24.5 C 24.5 C 398 #1143 1011

None

1388 0 0 0 0.71

1332 0 0 0 0.74

2 14 125 286 0 0 0 0.06

988 NA 6

0% 0

0 Perm 3 3

Lead

16 NA 3

0% 0

23 Split 4

32 NA 4

5.0 28.1 30.0 25.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 16.0 13.3% 3.6 2.5 0.0 6.1 Lag

None 9.2 0.08 0.15 53.5 0.0 53.5 D 53.5 D 12 26 257

None 9.0 0.08 0.18 54.3 0.0 54.3 D

None 9.0 0.08 0.28 58.0 0.0 58.0 E 56.4 E 24 49 311

273 0 0 0 0.06

145 0 0 0 0.16

17 38

130 0 0 0 0.25

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 14 (12%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 125 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 67.3% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings #

No Build 2024 PM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

VHB MCM

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13 1728 0.293 533

809 809 3431

38 38 0

753 753 3424

49 49 0

31 31 0

73 73 0

3424 17

1478 135

11 11 1988 0.759 1564 9

18 18 0

5 5 1667 0.715 1243

112 112 1478

3431 5

88 88 1787 0.262 493

0.95 100% 1% 0

0.82 100% 1% 0

0.83 100% 2% 0

0.77 100% 2% 0

0% 14 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 62.0 0.62 0.04 11.2 0.0 11.2 B

C-Max 62.0 0.62 0.42 9.5 0.0 9.5 A 9.5 A 78 205 143

None 76.3 0.76 0.23 4.5 0.0 4.5 A

C-Max 75.0 0.75 0.38 5.0 0.0 5.0 A 4.9 A 97 116 298

None

None 12.1 0.12 0.29 44.1 0.0 44.1 D 19.9 B 25 54 283

None 12.1 0.12 0.45 12.2 0.0 12.2 B

None

None 12.1 0.12 0.67 55.8 0.0 55.8 E 55.8 E 75 113 199

2127 0 0 0 0.42

15 26 225 893 0 0 0 0.12

978 NA 6

0 Perm 3 3

2572 0 0 0 0.38

43 NA 3

2 2

90 330 0 0 0 0.04

107 pm+pt 1 6 1

2 m8

892 NA 2

135 Perm

0 Perm

3 3

8 8

178 0 0 0 0.24

0 42 45 328 0 0 0 0.41

132 NA 8

232 0 0 0 0.57

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 10.8 Intersection LOS: B Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Lanes, Volumes, Timings m

No Build 2024 Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

1: Snedecor Ave/Pat Dr & Montauk Hwy

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

19 19 1770 0.332 618

713 713 1801

84 84 1478

659 659 1808

25 25 0

86 86 0

32 32 0

1808 3

1501 36

13 13 1982 0.782 1591 18

16 16 0

1478 83

14 14 1694 0.761 1344

99 99 1501

1801

98 98 1787 0.211 397

0.91 100% 2% 0

0.84 100% 1% 0

0.82 100% 4% 0

0.90 100% 2% 0

0% 21 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 61.5 0.62 0.06 7.6 0.0 7.6 A

C-Max 61.5 0.62 0.71 17.1 0.0 17.1 B 15.3 B 334 #664 242

C-Max 61.5 0.62 0.10 1.7 0.0 1.7 A

None 74.3 0.74 0.30 5.5 0.0 5.5 A

None

10 23

None 15.1 0.15 0.60 51.0 0.0 51.0 D 35.5 D 74 110 284

None 27.2 0.27 0.28 19.8 0.0 19.8 B

1 m10

C-Max 73.0 0.73 0.62 7.7 0.0 7.7 A 7.4 A 112 394 428

None 15.1 0.15 0.27 29.6 0.0 29.6 C 29.6 C 28 63 268

55 940 0 0 0 0.10

120 586 0 0 0 0.20

1107 0 0 0 0.71

815 NA 6

0 Perm

2 2

105 380 0 0 0 0.06

92 Perm

117 pm+pt 1 6 1

4 m8

784 NA 2

3 3

1320 0 0 0 0.62

122 121 NA pm+ov 3 1 3 3 1

475 0 0 0 0.26

42 69 110 646 0 0 0 0.19

0 Perm 7 7

68 NA 7

574 0 0 0 0.12

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

2: Beach Dr/Pease Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 Saturday Midday

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

VHB MCM

2: Beach Dr/Pease Ln & Montauk Hwy

GSHMC 03/13/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

VHB MCM

Saturday Midday

3.4

Approach HCM Control Delay, s HCM LOS

No Build 2024

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

736 22 736 22 0 0 Free Free - None 0 0 93 93 2 2 791 24

61 61 0 Free 105 88 2 69

713 17 713 17 0 0 Free Free - None 0 0 88 88 2 2 810 19

11 11 0 Stop 57 1 19

0 48 0 48 0 0 Stop Stop - None 0 0 57 57 1 1 0 84

0 0 0 Stop 41 4 0

0 14 0 14 0 0 Stop Stop - None 0 0 0 41 41 4 4 0 34

0 -

Major2 0 815 - 4.12 - 2.218 812 812 -

EB 0

WB 0.8

NBLn1 180 0.575 49 E 3.1

EBT -

0 -

Minor1 Minor2 0 1778 1770 803 803 803 975 967 - 7.11 6.51 6.21 - 6.11 5.51 - 6.11 5.51 - 3.509 4.009 3.309 64 84 385 0 379 397 0 304 334 0 54 77 385 54 77 379 397 253 306 NB 49 E

SBR

820 - 6.24 - 3.336 0 372 0 0 -

372 -

SB 15.7 C

EBR WBL WBT WBR SBLn1 812 372 - 0.085 - 0.092 9.8 - 15.7 A C 0.3 0.3

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

47 47 1770 0.281 523

665 665 1788

31 31 0

675 675 1774

76 76 0

32 32 0

72 72 0

1774 11

1615 36

7 7 1958 0.810 1627 37

60 60 0

4 4 1820 0.607 1153

15 15 1615

1788 4

8 8 1770 0.315 587

0.91 100% 2% 0

0.90 100% 2% 0

0.71 100% 0% 0

0.87 100% 1% 0

0% 52 Perm

765 NA 2

0% 0

9 Perm

834 NA 6

0% 0

0 Perm

0% 21 Perm

0 Perm

3 3

7 7

160 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 75.1 0.75 0.13 5.3 0.0 5.3 A

C-Max 75.1 0.75 0.57 10.2 0.0 10.2 B 9.9 A 305 502 769

C-Max 75.1 0.75 0.02 2.9 0.0 2.9 A

C-Max 75.1 0.75 0.62 5.2 0.2 5.3 A 5.3 A 99 124 179

None

None 13.0 0.13 0.34 44.0 0.0 44.0 D 33.0 C 30 48 283

None 13.0 0.13 0.09 6.3 0.0 6.3 A

None

None 13.0 0.13 0.66 43.8 0.0 43.8 D 43.8 D 75 128 313

14 m17 95 392 0 0 0 0.13

1343 0 0 0 0.57

1 m2 55 440 0 0 0 0.02

3 3

51 NA 3

1335 70 0 0 0.66

304 0 0 0 0.17

0 6 65 452 0 0 0 0.05

456 0 0 0 0.35

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 11.6 Intersection LOS: B Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

4: West Site Access/Keith Ln & Montauk Hwy Lanes, Volumes, Timings m

No Build 2024 Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

4: West Site Access/Keith Ln & Montauk Hwy

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 Saturday Midday

EBT

EBR

WBL

WBT

NBL

NBR

750 750 1788

43 43 0

652 652 1801

60 60 1972 0.972 1972 37

46 46 0

1788 5

35 35 1770 0.256 477

0.88 100% 2% 0

0.89 100% 2% 0

0.86 100% 0% 0

733 NA 6

123 Prot 3

0% 901 NA 2

39 Perm

1801

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.4 0.76 0.66 6.8 0.0 6.8 A 6.8 A 76 151 1011

C-Max 76.4 0.76 0.11 6.4 0.0 6.4 A

C-Max 76.4 0.76 0.53 11.5 0.0 11.5 B 11.2 B 280 502 769

None 11.7 0.12 0.47 34.3 0.0 34.3 C 34.3 C 52 98 355

1376 0 0 0 0.53

547 0 0 0 0.22

1367 0 0 0 0.66

7 m0 85 364 0 0 0 0.11

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 10.6 Intersection LOS: B Intersection Capacity Utilization 60.3% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

5: Secatogue Ln & Montauk Hwy Lanes, Volumes, Timings m

No Build 2024 Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

VHB MCM

5: Secatogue Ln & Montauk Hwy

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings

No Build 2024 Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

14 14 1770 0.150 279

785 785 1795

14 14 0

0 0 0

728 728 1876

15 15 0

8 8 0

3 3 0

20 20 0

1876 1

10 10 1805 0.950 1805

0 0 1615

1795 1

0 0 1946 0.795 1605

1615

0.88 100% 2% 0

0.85 100% 1% 0

0.69 100% 0% 0

0.58 100% 0% 0

16 pm+pt 5 2 5

908 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

None 76.6 0.77 0.05 7.6 0.0 7.6 A

C-Max 78.7 0.79 0.64 13.9 0.0 13.9 B 13.8 B 216 #742 370

C-Max 72.9 0.73 0.64 15.1 0.0 15.1 B 15.1 B 132 #794 1011

None

1412 0 0 0 0.64

1368 0 0 0 0.64

2 13 125 347 0 0 0 0.05

874 NA 6

0% 0

0 Perm 3 3

Lead

16 NA 3

0% 0

17 Split 4

34 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 8.8 0.09 0.11 42.4 0.0 42.4 D 42.4 D 10 22 257

None 8.6 0.09 0.11 42.7 0.0 42.7 D

None 8.6 0.09 0.25 46.3 0.0 46.3 D 45.1 D 21 32 311

383 0 0 0 0.04

197 0 0 0 0.09

10 20

177 0 0 0 0.19

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 15.5 Intersection LOS: B Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15 VHB MCM

GSHMC 03/13/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Lanes, Volumes, Timings #

No Build 2024 Saturday Midday

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

VHB MCM

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

GSHMC 03/13/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Build 2024 No Exit on Beach AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1646 0.236 409

873 873 3266

49 49 0

1040 1040 3282

22 22 0

38 38 0

70 70 0

3282 5

1370 194

16 16 1925 0.749 1493 7

14 14 0

10 10 1551 0.727 1172

134 134 1370

3266 6

180 180 1703 0.232 416

0.96 100% 6% 0

0.89 100% 6% 0

0.69 100% 10% 0

0.84 100% 6% 0

0% 8 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 59.3 0.59 0.03 25.9 0.0 25.9 C

C-Max 59.3 0.59 0.50 26.7 0.0 26.7 C 26.7 C 273 m301 143

None 76.5 0.76 0.45 6.8 0.0 6.8 A

C-Max 75.2 0.75 0.48 5.9 0.0 5.9 A 6.0 A 134 181 298

None

None 11.9 0.12 0.50 52.9 0.0 52.9 D 23.8 C 41 63 283

None 11.9 0.12 0.58 13.4 0.0 13.4 B

None

None 11.9 0.12 0.65 55.7 0.0 55.7 E 55.7 E 68 116 199

1939 0 0 0 0.50

29 51 225 833 0 0 0 0.24

1194 NA 6

0 Perm 3 3

2469 0 0 0 0.48

69 NA 3

2 2

90 242 0 0 0 0.03

202 pm+pt 1 6 1

4 m8

960 NA 2

194 Perm

0 Perm

3 3

8 8

168 0 0 0 0.41

0 19 45 363 0 0 0 0.53

119 NA 8

220 0 0 0 0.54

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 17.2 Intersection LOS: B Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Build 2024 No Exit on Beach AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1703 0.342 613

573 573 1733

165 165 1422

682 682 1721

36 36 0

114 114 0

41 41 0

1721 4

1312 41

53 53 1997 0.788 1604 8

13 13 0

1422 83

4 4 1472 0.609 940

159 159 1312

1733

368 368 1703 0.105 188

0.88 100% 6% 0

0.83 100% 6% 0

0.68 100% 19% 0

0.73 100% 4% 0

0% 13 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 33.0 0.33 0.06 24.3 0.0 24.3 C

C-Max 33.0 0.33 1.14 113.3 0.0 113.3 F 90.2 F ~538 #758 242

C-Max 33.0 0.33 0.36 14.7 0.0 14.7 B

None 66.3 0.66 0.83 33.1 0.0 33.1 C

None

119 #377

None 23.1 0.23 0.80 60.9 0.0 60.9 E 31.6 C 105 112 284

None 55.7 0.56 0.31 9.8 0.0 9.8 A

42 m92

C-Max 65.0 0.65 0.77 16.8 0.0 16.8 B 22.3 C 377 #607 428

None 23.1 0.23 0.39 31.8 0.0 31.8 C 31.8 C 75 90 268

55 524 0 0 0 0.36

240 533 0 0 0 0.83

571 0 0 0 1.14

865 NA 6

0 Perm

2 2

105 202 0 0 0 0.06

188 Perm

443 pm+pt 1 6 1

5 m10

651 NA 2

3 3

1119 0 0 0 0.77

174 234 NA pm+ov 3 1 3 3 1

332 0 0 0 0.52

56 59 110 749 0 0 0 0.31

0 Perm 7 7

147 NA 7

572 0 0 0 0.26

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay: 45.5 Intersection LOS: D Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach AM Peak

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

AM Peak

0.9

Approach HCM Control Delay, s HCM LOS

Build 2024 No Exit on Beach

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

736 25 736 25 0 0 Free Free - None 0 0 90 90 6 6 818 28

68 68 0 Free 105 81 6 84

720 12 720 12 0 0 Free Free - None 0 0 81 81 6 6 889 15

0 0 0 Stop 59 3 0

0 15 0 15 0 0 Stop Stop - None 0 0 0 59 59 3 3 0 25

0 0 0 Stop 75 4 0

0 22 0 22 0 0 Stop Stop - None 0 0 0 75 75 4 4 0 29

Minor1 0 0 0 0 -

Minor2 832 - 6.23 - 3.327 0 368 0 0 0 0 0

897 - 6.24 - 3.336 0 336 0 0 -

NB 15.5 C

SB 16.7 C

0 -

Major2 0 846 - 4.16 - 2.254 774 774 -

EB 0

0 -

WB 0.9

NBLn1 368 0.069 15.5 C 0.2

EBT -

EBR WBL 774 - 0.108 - 10.2 B 0.4

368 -

SBR

336 -

WBT WBR SBLn1 336 - 0.087 - 16.7 C 0.3

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

24 24 1703 0.400 717

614 614 1681

152 152 0

475 475 1689

25 25 0

77 77 0

69 69 0

1689 5

1599 117

21 21 1944 0.720 1440 16

30 30 0

5 5 1797 0.629 1183

77 77 1599

1681 23

219 219 1671 0.259 456

0.90 100% 6% 0

0.85 100% 8% 0

0.66 100% 1% 0

0.79 100% 4% 0

0% 27 Perm

851 NA 2

0% 0

258 Perm

588 NA 6

0% 0

0 Perm

0% 117 Perm

0 Perm

3 3

7 7

152 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 72.5 0.72 0.05 5.7 0.0 5.7 A

C-Max 72.5 0.72 0.70 15.4 0.0 15.5 B 15.2 B 490 587 769

C-Max 72.5 0.72 0.78 20.5 0.0 20.5 C

C-Max 72.5 0.72 0.48 4.6 0.3 4.9 A 9.7 A 86 117 179

None

None 15.6 0.16 0.68 56.9 0.0 56.9 E 33.8 C 76 88 283

None 15.6 0.16 0.34 9.1 0.0 9.1 A

None

None 15.6 0.16 0.64 46.5 0.0 46.5 D 46.5 D 82 116 313

3 m10 95 519 0 0 0 0.05

1224 4 0 0 0.70

40 m#249 80 330 0 0 0 0.78

3 3

125 NA 3

1225 201 0 0 0.57

312 0 0 0 0.40

0 16 135 508 0 0 0 0.23

391 0 0 0 0.39

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 17.3 Intersection LOS: B Intersection Capacity Utilization 82.3% ICU Level of Service E Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach AM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach AM Peak

EBT

EBR

WBL

WBT

NBL

NBR

716 716 1721

37 37 0

575 575 1701

60 60 1888 0.969 1888 29

35 35 0

1721 5

19 19 1671 0.275 484

0.88 100% 6% 0

0.93 100% 8% 0

0.78 100% 5% 0

618 NA 6

122 Prot 3

0% 856 NA 2

20 Perm

1701

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.1 0.76 0.65 7.9 0.0 7.9 A 7.9 A 57 224 1011

C-Max 76.1 0.76 0.05 4.7 0.0 4.7 A

C-Max 76.1 0.76 0.48 8.0 0.0 8.0 A 7.9 A 168 266 769

None 12.0 0.12 0.48 37.3 0.0 37.3 D 37.3 D 56 89 355

1293 0 0 0 0.48

519 0 0 0 0.24

1310 0 0 0 0.65

3 m8 85 368 0 0 0 0.05

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 10.1 Intersection LOS: B Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings m

Build 2024 No Exit on Beach AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 No Exit on Beach AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

39 39 1687 0.075 133

704 704 1715

5 5 0

0 0 0

670 670 1761

43 43 0

12 12 0

5 5 0

38 38 0

1761 3

41 41 1583 0.950 1583

2 2 1428

1715

5 5 1775 0.325 592

1428

0.87 100% 7% 0

0.88 100% 7% 0

0.66 100% 11% 0

0.48 100% 14% 0

45 pm+pt 5 2 5

815 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

None 62.2 0.62 0.22 14.6 0.0 14.6 B

C-Max 60.9 0.61 0.78 26.1 0.0 26.1 C 25.5 C 416 #761 370

C-Max 51.7 0.52 0.89 40.7 0.0 40.7 D 40.7 D ~621 #975 1011

None

1043 0 0 0 0.78

911 0 0 0 0.89

12 34 125 222 0 0 0 0.20

810 NA 6

0% 0

0 Perm 3 3

Lead

34 NA 3

0% 0

85 Split 4

83 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 12.5 0.12 0.47 58.6 0.0 58.6 E 58.6 E 21 35 256

None 11.7 0.12 0.46 48.5 0.0 48.5 D

None 11.7 0.12 0.50 50.9 0.0 50.9 D 49.7 D 50 48 309

141 0 0 0 0.24

199 0 0 0 0.43

51 49

179 0 0 0 0.46

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 34.8 Intersection LOS: C Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 No Exit on Beach AM Peak

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Build 2024 No Exit on Beach PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

7 7 1678 0.237 419

1184 1184 3339

38 38 0

974 974 3351

75 75 0

52 52 0

57 57 0

3351 15

1383 263

28 28 1989 0.710 1452 7

17 17 0

20 20 1570 0.710 1155

180 180 1383

3339 3

160 160 1752 0.089 164

0.79 100% 4% 0

0.88 100% 3% 0

0.65 100% 9% 0

0.92 100% 3% 0

0% 9 Perm

10.0 31.3 43.0 35.8% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 47.0 39.2% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 90.0 75.0% 4.3 3.0 0.0 7.3

5.0 29.6 30.0 25.0% 3.6 2.0

5.0 29.6 30.0 25.0% 3.6 2.0 0.0 5.6

5.0 10.6 30.0 25.0% 3.6 2.0

5.0 10.6 30.0 25.0% 3.6 2.0 0.0 5.6

C-Max 73.8 0.62 0.04 14.7 0.0 14.7 B

C-Max 73.8 0.62 0.75 16.5 0.0 16.5 B 16.4 B 221 400 143

None 91.7 0.76 0.69 27.7 0.0 27.7 C

C-Max 90.4 0.75 0.47 6.9 0.0 6.9 A 9.7 A 157 246 298

None

None 16.7 0.14 0.69 69.9 0.0 69.9 E 30.4 C 83 94 283

None 16.7 0.14 0.66 14.5 0.0 14.5 B

None

None 16.7 0.14 0.53 52.8 0.0 52.8 D 52.8 D 75 126 199

2055 0 0 0 0.75

43 123 225 667 0 0 0 0.27

1192 NA 6

0 Perm 3 3

2527 0 0 0 0.47

111 NA 3

2 2

90 257 0 0 0 0.04

182 pm+pt 1 6 1

2 m5

1547 NA 2

277 Perm

0 Perm

3 3

8 8

234 0 0 0 0.47

10 9 45 490 0 0 0 0.57

110 NA 8

300 0 0 0 0.37

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 16.5 Intersection LOS: B Intersection Capacity Utilization 70.9% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 1

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Build 2024 No Exit on Beach PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 2

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10 1752 0.305 563

972 972 1783

103 103 1463

893 893 1759

23 23 0

47 47 0

35 35 0

1759 2

1459 42

14 14 1974 0.799 1616 19

22 22 0

1463 69

14 14 1653 0.728 1250

127 127 1459

1783

178 178 1736 0.092 168

0.93 100% 3% 0

0.99 100% 4% 0

0.70 100% 7% 0

0.88 100% 2% 0

0% 11 Perm

2 2

10.0 28.3 58.0 48.3% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 79.0 65.8% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 34.2% 3.6 2.0

5.0 29.6 41.0 34.2% 3.6 2.0 0.0 5.6

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 34.2% 3.6 2.0

5.0 10.6 41.0 34.2% 3.6 2.0 0.0 5.6

C-Max 78.2 0.65 0.03 10.7 0.0 10.7 B

C-Max 78.2 0.65 0.90 24.3 4.1 28.4 C 25.9 C 263 #1150 242

C-Max 78.2 0.65 0.11 4.4 0.0 4.4 A

None 95.8 0.80 0.64 35.5 0.0 35.5 D

None

54 143

None 13.6 0.11 0.62 68.3 0.0 68.3 E 42.7 D 65 87 284

None 30.5 0.25 0.45 30.3 0.0 30.3 C

8 m25

C-Max 94.5 0.79 0.67 7.8 0.0 7.8 A 12.3 B 139 194 428

None 13.6 0.11 0.41 42.5 0.0 42.5 D 42.5 D 45 88 268

55 977 0 0 0 0.11

120 347 0 0 0 0.52

1162 71 0 0 0.96

925 NA 6

0 Perm

2 2

105 367 0 0 0 0.03

111 Perm

180 pm+pt 1 6 1

2 m6

1045 NA 2

3 3

1386 0 11 0 0.67

87 181 NA pm+ov 3 1 3 3 1

368 0 0 0 0.24

90 96 110 460 0 0 0 0.39

0 Perm 7 7

81 NA 7

490 0 0 0 0.17

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 22.4 Intersection LOS: C Intersection Capacity Utilization 85.8% ICU Level of Service E Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 3

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach PM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 4

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

PM Peak

1.1

Movement EBL EBT EBR Lane Configurations Traffic Vol, veh/h 0 1036 34 Future Vol, veh/h 0 1036 34 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - None Storage Length Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 93 93 93 Heavy Vehicles, % 3 3 3 Mvmt Flow 0 1114 37

Approach HCM Control Delay, s HCM LOS

Build 2024 No Exit on Beach

0 -

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

40 40 0 Free 105 95 4 42

906 27 906 27 0 0 Free Free - None 0 0 95 95 4 4 954 28

0 0 0 Stop 79 1 0

0 37 0 37 0 0 Stop Stop - None 0 0 0 79 79 1 1 0 47

0 0 0 Stop 65 3 0

0 28 0 28 0 0 Stop Stop - None 0 0 0 65 65 3 3 0 43

Minor1 0 0 0 0 -

Minor2 - 1133 - 6.21 - 3.309 0 248 0 0 0 0 0

968 - 6.23 - 3.327 0 307 0 0 -

NB 22.9 C

SB 18.6 C

Major2 0 1151 - 4.14 - 2.236 600 600 -

EB 0

0 -

WB 0.5

NBLn1 248 0.189 22.9 C 0.7

EBT -

EBR -

WBL 600 0.07 11.5 B 0.2

248 -

SBR

307 -

WBT WBR SBLn1 307 - 0.14 - 18.6 C 0.5

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 5

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

50 50 1736 0.235 429

818 818 1748

56 56 0

747 747 1734

99 99 0

146 146 0

63 63 0

1734 12

1599 182

1 1 1908 0.579 1134 33

56 56 0

8 8 1797 0.614 1155

197 197 1599

1748 6

59 59 1736 0.179 327

0.88 100% 4% 0

0.96 100% 4% 0

0.89 100% 1% 0

0.83 100% 3% 0

0% 57 Perm

994 NA 2

0% 0

61 Perm

881 NA 6

0% 0

0 Perm

0% 221 Perm

0 Perm

3 3

7 7

144 NA 7

2 2

6 6

10.0 16.3 88.0 73.3% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 26.7% 3.6 2.0

5.0 25.6 32.0 26.7% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 26.7% 3.6 2.0

5.0 10.6 32.0 26.7% 3.6 2.0 0.0 5.6

C-Max 86.3 0.72 0.19 11.5 0.0 11.5 B

C-Max 86.3 0.72 0.79 21.8 2.5 24.3 C 23.6 C 620 841 769

C-Max 86.3 0.72 0.26 6.2 0.0 6.2 A

C-Max 86.3 0.72 0.70 8.8 0.4 9.2 A 9.0 A 225 270 179

None

None 21.8 0.18 0.83 76.4 0.0 76.4 E 41.2 D 128 #214 283

None 21.8 0.18 0.50 13.6 0.1 13.7 B

None

None 21.8 0.18 0.62 45.6 0.1 45.7 D 45.7 D 79 130 313

14 m34 95 308 0 0 0 0.19

1258 136 155 0 0.90

11 m14 55 234 0 0 0 0.26

3 3

173 NA 3

1250 88 0 0 0.76

254 0 0 0 0.68

25 92 135 493 0 15 0 0.46

275 0 2 0 0.53

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 29 (24%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 22.2 Intersection LOS: C Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 6

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach PM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 7

5: Secatogue Ln & Montauk Hwy Timings

Build 2024 No Exit on Beach PM Peak

EBT

EBR

WBL

WBT

NBL

NBR

854 854 1750

61 61 0

881 881 1766

53 53 1902 0.971 1902 25

35 35 0

1750 7

33 33 1736 0.226 413

0.91 100% 4% 0

0.96 100% 4% 0

0.90 100% 4% 0

918 NA 6

98 Prot 3

0% 1005 NA 2

34 Perm

1766

6 6

10.0 16.3 91.0 75.8% 4.3 2.0 0.0 6.3

10.0 27.6 29.0 24.2% 3.6 2.0 0.0 5.6

C-Max 96.3 0.80 0.72 13.8 0.2 14.0 B 14.0 B 261 715 1011

C-Max 96.3 0.80 0.10 4.8 0.0 4.8 A

C-Max 96.3 0.80 0.65 9.8 0.5 10.3 B 10.1 B 312 550 769

None 11.8 0.10 0.47 45.0 0.2 45.1 D 45.1 D 54 106 355

1416 169 0 0 0.74

391 0 50 0 0.29

1405 1 50 0 0.74

7 m10 85 331 0 0 0 0.10

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 97 (81%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 13.7 Intersection LOS: B Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 8

5: Secatogue Ln & Montauk Hwy Timings m

Build 2024 No Exit on Beach PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 9

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 No Exit on Beach PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

17 17 1752 0.111 205

919 919 1780

14 14 0

0 0 0

912 912 1821

23 23 0

7 7 0

4 4 0

25 25 0

1821 1

18 18 1687 0.950 1687

0 0 1509

1780 1

0 0 1924 0.691 1371

1509

0.93 100% 3% 0

0.93 100% 4% 0

0.69 100% 0% 0

0.79 100% 7% 0

18 pm+pt 5 2 5

1003 NA 2 2

3.0 10.0 16.0 13.3% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 74.0 61.7% 4.3 4.0 0.0 8.3

10.0 35.3 58.0 48.3% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 25.0% 3.6 2.5

None 93.2 0.78 0.07 6.9 0.0 6.9 A

C-Max 93.6 0.78 0.72 15.5 0.0 15.5 B 15.4 B 277 #978 370

C-Max 87.8 0.73 0.76 25.5 0.0 25.5 C 25.5 C 431 #1175 1011

None

1388 0 0 0 0.72

1332 0 0 0 0.76

2 14 125 275 0 0 0 0.07

1006 NA 6

0% 0

0 Perm 3 3

Lead

16 NA 3

0% 0

23 Split 4

32 NA 4

5.0 28.1 30.0 25.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 16.0 13.3% 3.6 2.5 0.0 6.1 Lag

None 9.2 0.08 0.15 53.5 0.0 53.5 D 53.5 D 12 26 257

None 9.0 0.08 0.18 54.3 0.0 54.3 D

None 9.0 0.08 0.28 58.0 0.0 58.0 E 56.4 E 24 49 311

273 0 0 0 0.06

145 0 0 0 0.16

17 38

130 0 0 0 0.25

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 14 (12%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 125 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 21.6 Intersection LOS: C Intersection Capacity Utilization 68.2% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 10

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings #

Build 2024 No Exit on Beach PM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC Page 11

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Build 2024 No Exit to Beach Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13 1728 0.284 516

831 831 3431

38 38 0

778 778 3424

49 49 0

31 31 0

73 73 0

3424 17

1478 135

11 11 1988 0.759 1564 9

18 18 0

5 5 1667 0.715 1243

112 112 1478

3431 4

88 88 1787 0.254 478

0.95 100% 1% 0

0.82 100% 1% 0

0.83 100% 2% 0

0.77 100% 2% 0

0% 14 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 62.0 0.62 0.04 10.7 0.0 10.7 B

C-Max 62.0 0.62 0.43 9.0 0.0 9.0 A 9.0 A 69 191 143

None 76.3 0.76 0.23 4.6 0.0 4.6 A

C-Max 75.0 0.75 0.39 5.1 0.0 5.1 A 5.0 A 102 121 298

None

None 12.1 0.12 0.29 44.1 0.0 44.1 D 19.9 B 25 54 283

None 12.1 0.12 0.45 12.2 0.0 12.2 B

None

None 12.1 0.12 0.67 55.8 0.0 55.8 E 55.8 E 75 113 199

2127 0 0 0 0.43

15 26 225 888 0 0 0 0.12

1009 NA 6

0 Perm 3 3

2572 0 0 0 0.39

43 NA 3

2 2

90 319 0 0 0 0.04

107 pm+pt 1 6 1

2 m8

915 NA 2

135 Perm

0 Perm

3 3

8 8

178 0 0 0 0.24

0 42 45 328 0 0 0 0.41

132 NA 8

232 0 0 0 0.57

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 10.6 Intersection LOS: B Intersection Capacity Utilization 60.6% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Build 2024 No Exit to Beach Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 No Exit to Beach Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

19 19 1770 0.338 630

774 774 1801

75 75 1478

682 682 1809

25 25 0

58 58 0

32 32 0

1809 3

1501 36

13 13 1982 0.787 1602 18

16 16 0

1478 83

14 14 1697 0.785 1386

61 61 1501

1801

100 100 1787 0.204 384

0.91 100% 2% 0

0.84 100% 1% 0

0.82 100% 4% 0

0.90 100% 2% 0

0% 21 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 67.1 0.67 0.05 6.6 0.0 6.6 A

C-Max 67.1 0.67 0.70 13.1 0.0 13.1 B 12.0 B 185 391 242

C-Max 67.1 0.67 0.08 1.4 0.0 1.4 A

None 79.8 0.80 0.30 4.8 0.0 4.8 A

None

10 20

None 12.0 0.12 0.53 51.8 0.0 51.8 D 36.1 D 54 88 284

None 21.6 0.22 0.21 17.4 0.0 17.4 B

0 m9

C-Max 79.8 0.80 0.58 6.0 0.0 6.0 A 5.8 A 109 128 428

None 11.8 0.12 0.33 33.9 0.0 33.9 C 33.9 C 29 67 268

55 1019 0 0 0 0.08

120 601 0 0 0 0.20

1209 0 0 0 0.70

842 NA 6

0 Perm

2 2

105 422 0 0 0 0.05

82 Perm

119 pm+pt 1 6 1

4 m8

851 NA 2

3 3

1443 0 18 0 0.59

88 74 NA pm+ov 3 1 3 3 1

490 0 0 0 0.18

19 43 110 566 0 0 0 0.13

0 Perm 7 7

68 NA 7

578 0 0 0 0.12

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 11.7 Intersection LOS: B Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings m

Build 2024 No Exit to Beach Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

Saturday Midday

1.1

Approach HCM Control Delay, s HCM LOS

Build 2024 No Exit to Beach

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

803 29 803 29 0 0 Free Free - None 0 0 93 93 2 2 863 31

46 46 0 Free 105 88 2 52

725 17 725 17 0 0 Free Free - None 0 0 88 88 2 2 824 19

0 0 0 Stop 57 1 0

0 33 0 33 0 0 Stop Stop - None 0 0 0 57 57 1 1 0 58

0 0 0 Stop 41 4 0

0 14 0 14 0 0 Stop Stop - None 0 0 0 41 41 4 4 0 34

Minor1 0 0 0 0 -

Minor2 879 - 6.21 - 3.309 0 348 0 0 0 0 0

834 - 6.24 - 3.336 0 365 0 0 -

NB 17.4 C

SB 15.9 C

0 -

Major2 0 894 - 4.12 - 2.218 759 759 -

EB 0

0 -

WB 0.6

NBLn1 348 0.166 17.4 C 0.6

EBT -

EBR WBL 759 - 0.069 - 10.1 B 0.2

348 -

SBR

365 -

WBT WBR SBLn1 365 - 0.094 - 15.9 C 0.3

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 No Exit to Beach Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

47 47 1770 0.287 535

663 663 1781

50 50 0

636 636 1772

76 76 0

86 86 0

72 72 0

1772 11

1615 127

7 7 1958 0.733 1472 37

60 60 0

4 4 1814 0.601 1142

90 90 1615

1781 7

47 47 1770 0.291 542

0.91 100% 2% 0

0.90 100% 2% 0

0.71 100% 0% 0

0.87 100% 1% 0

0% 52 Perm

784 NA 2

0% 0

52 Perm

791 NA 6

0% 0

0 Perm

0% 127 Perm

0 Perm

3 3

7 7

160 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 72.1 0.72 0.14 7.0 0.0 7.0 A

C-Max 72.1 0.72 0.61 13.1 0.0 13.1 B 12.7 B 347 530 769

C-Max 72.1 0.72 0.13 3.6 0.0 3.6 A

C-Max 72.1 0.72 0.62 6.6 0.2 6.8 A 6.6 A 74 212 179

None

None 16.0 0.16 0.70 58.4 0.0 58.4 E 33.6 C 78 98 283

None 16.0 0.16 0.35 8.8 0.0 8.8 A

None

None 16.0 0.16 0.60 38.2 0.0 38.2 D 38.2 D 73 123 313

15 m21 95 385 0 0 0 0.14

1285 0 0 0 0.61

5 m9 55 390 0 0 0 0.13

3 3

127 NA 3

1280 76 0 0 0.66

301 0 0 0 0.42

0 21 135 519 0 0 0 0.24

415 0 0 0 0.39

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 14.7 Intersection LOS: B Intersection Capacity Utilization 66.1% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings m

Build 2024 No Exit to Beach Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings

Build 2024 No Exit to Beach Saturday Midday

EBT

EBR

WBL

WBT

NBL

NBR

767 767 1788

43 43 0

668 668 1801

60 60 1972 0.972 1972 37

46 46 0

1788 5

35 35 1770 0.246 458

0.88 100% 2% 0

0.89 100% 2% 0

0.86 100% 0% 0

751 NA 6

123 Prot 3

0% 921 NA 2

39 Perm

1801

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.4 0.76 0.67 7.3 0.0 7.3 A 7.3 A 78 165 1011

C-Max 76.4 0.76 0.11 5.4 0.0 5.4 A

C-Max 76.4 0.76 0.55 10.2 0.0 10.2 B 9.9 A 282 444 769

None 11.7 0.12 0.47 34.3 0.0 34.3 C 34.3 C 52 98 355

1376 0 0 0 0.55

547 0 0 0 0.22

1367 0 0 0 0.67

7 m14 85 350 0 0 0 0.11

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 10.3 Intersection LOS: B Intersection Capacity Utilization 61.2% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings m

Build 2024 No Exit to Beach Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 No Exit to Beach Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

14 14 1770 0.139 259

802 802 1795

14 14 0

0 0 0

744 744 1876

15 15 0

8 8 0

3 3 0

20 20 0

1876 1

10 10 1805 0.950 1805

0 0 1615

1795 1

0 0 1946 0.795 1605

1615

0.88 100% 2% 0

0.85 100% 1% 0

0.69 100% 0% 0

0.58 100% 0% 0

16 pm+pt 5 2 5

927 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

None 76.6 0.77 0.05 7.6 0.0 7.6 A

C-Max 78.7 0.79 0.66 14.3 0.0 14.3 B 14.2 B 226 #771 370

C-Max 72.9 0.73 0.65 17.0 0.0 17.0 B 17.0 B 148 #855 1011

None

1412 0 0 0 0.66

1368 0 0 0 0.65

2 13 125 334 0 0 0 0.05

893 NA 6

0% 0

0 Perm 3 3

Lead

16 NA 3

0% 0

17 Split 4

34 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 8.8 0.09 0.11 42.4 0.0 42.4 D 42.4 D 10 22 257

None 8.6 0.09 0.11 42.7 0.0 42.7 D

None 8.6 0.09 0.25 46.3 0.0 46.3 D 45.1 D 21 32 311

383 0 0 0 0.04

197 0 0 0 0.09

10 20

177 0 0 0 0.19

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 16.6 Intersection LOS: B Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings #

Build 2024 No Exit to Beach Saturday Midday

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Build 2024 w/ Mitigation AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1646 0.236 409

873 873 3266

49 49 0

1040 1040 3282

22 22 0

38 38 0

70 70 0

3282 5

1370 194

16 16 1925 0.749 1493 7

14 14 0

10 10 1551 0.727 1172

134 134 1370

3266 6

180 180 1703 0.232 416

0.96 100% 6% 0

0.89 100% 6% 0

0.69 100% 10% 0

0.84 100% 6% 0

0% 8 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 59.3 0.59 0.03 20.4 0.0 20.4 C

C-Max 59.3 0.59 0.50 22.4 0.0 22.4 C 22.4 C 237 m260 143

None 76.5 0.76 0.45 6.8 0.0 6.8 A

C-Max 75.2 0.75 0.48 5.9 0.0 5.9 A 6.0 A 134 181 298

None

None 11.9 0.12 0.50 52.9 0.0 52.9 D 23.8 C 41 63 283

None 11.9 0.12 0.58 13.4 0.0 13.4 B

None

None 11.9 0.12 0.65 55.7 0.0 55.7 E 55.7 E 68 116 199

1939 0 0 0 0.50

29 51 225 833 0 0 0 0.24

1194 NA 6

0 Perm 3 3

2469 0 0 0 0.48

69 NA 3

2 2

90 242 0 0 0 0.03

202 pm+pt 1 6 1

3 m6

960 NA 2

194 Perm

0 Perm

3 3

8 8

168 0 0 0 0.41

0 19 45 363 0 0 0 0.53

119 NA 8

220 0 0 0 0.54

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 92 (92%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 15.6 Intersection LOS: B Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Build 2024 w/ Mitigation AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 w/ Mitigation AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1703 0.342 613

573 573 1733

165 165 1422

682 682 1721

36 36 0

114 114 0

41 41 0

1721 5

1312 104

53 53 1997 0.771 1569 7

13 13 0

1422 83

4 4 1472 0.606 935

159 159 1312

1733

368 368 1703 0.096 172

0.88 100% 6% 0

0.83 100% 6% 0

0.68 100% 19% 0

0.73 100% 4% 0

0% 13 Perm

2 2

10.0 28.3 43.0 43.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 23.0 23.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 66.0 66.0% 4.3 2.0 0.0 6.3

5.0 29.6 34.0 34.0% 3.6 2.0

5.0 29.6 34.0 34.0% 3.6 2.0 0.0 5.6

5.0 10.0 23.0 23.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 34.0 34.0% 3.6 2.0

5.0 10.6 34.0 34.0% 3.6 2.0 0.0 5.6

C-Max 36.7 0.37 0.06 15.7 0.0 15.7 B

C-Max 36.7 0.37 1.02 65.2 0.0 65.2 E 52.0 D ~452 #637 242

C-Max 36.7 0.37 0.33 8.8 0.0 8.8 A

None 67.2 0.67 0.91 48.6 0.0 48.6 D

None

138 #406

None 22.2 0.22 0.84 68.0 0.0 68.0 E 34.0 C 105 121 284

None 52.0 0.52 0.32 8.7 0.0 8.7 A

29 m67

C-Max 65.9 0.66 0.76 15.2 0.0 15.2 B 26.5 C 377 530 428

None 22.2 0.22 0.42 33.8 0.0 33.8 C 33.8 C 76 98 268

55 574 0 0 0 0.33

240 485 0 0 0 0.91

636 0 0 0 1.02

865 NA 6

0 Perm

2 2

105 224 0 0 0 0.06

188 Perm

443 pm+pt 1 6 1

4 m8

651 NA 2

3 3

1135 0 0 0 0.76

174 234 NA pm+ov 3 1 3 3 1

265 0 0 0 0.66

42 52 110 732 0 0 0 0.32

0 Perm 7 7

147 NA 7

450 0 0 0 0.33

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 97 (97%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 36.0 Intersection LOS: D Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 w/ Mitigation AM Peak

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 w/ Mitigation AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

24 24 1703 0.400 717

614 614 1681

152 152 0

475 475 1689

25 25 0

77 77 0

69 69 0

1689 5

1599 117

21 21 1944 0.720 1440 16

30 30 0

5 5 1797 0.629 1183

77 77 1599

1681 23

219 219 1671 0.259 456

0.90 100% 6% 0

0.85 100% 8% 0

0.66 100% 1% 0

0.79 100% 4% 0

0% 27 Perm

851 NA 2

0% 0

258 Perm

588 NA 6

0% 0

0 Perm

0% 117 Perm

0 Perm

3 3

7 7

152 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 72.5 0.72 0.05 5.2 0.0 5.2 A

C-Max 72.5 0.72 0.70 16.5 0.3 16.8 B 16.5 B 505 697 769

C-Max 72.5 0.72 0.78 20.7 0.0 20.7 C

C-Max 72.5 0.72 0.48 4.8 0.3 5.1 A 9.8 A 88 129 179

None

None 15.6 0.16 0.68 56.9 0.0 56.9 E 33.8 C 76 88 283

None 15.6 0.16 0.34 9.1 0.0 9.1 A

None

None 15.6 0.16 0.64 46.5 0.0 46.5 D 46.5 D 82 116 313

3 m9 95 519 0 0 0 0.05

1224 71 0 0 0.74

42 m#254 80 330 0 0 0 0.78

3 3

125 NA 3

1225 201 0 0 0.57

312 0 0 0 0.40

0 16 65 508 0 0 0 0.23

391 0 0 0 0.39

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 2 (2%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 18.0 Intersection LOS: B Intersection Capacity Utilization 82.3% ICU Level of Service E Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 w/ Mitigation AM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings

Build 2024 w/ Mitigation AM Peak

EBT

EBR

WBL

WBT

NBL

NBR

716 716 1721

37 37 0

575 575 1701

60 60 1888 0.969 1888 29

35 35 0

1721 5

19 19 1671 0.275 484

0.88 100% 6% 0

0.93 100% 8% 0

0.78 100% 5% 0

618 NA 6

122 Prot 3

0% 856 NA 2

20 Perm

1701

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.1 0.76 0.65 5.3 0.0 5.3 A 5.3 A 4 105 1011

C-Max 76.1 0.76 0.05 4.7 0.0 4.7 A

C-Max 76.1 0.76 0.48 7.6 0.0 7.6 A 7.5 A 172 272 769

None 12.0 0.12 0.48 37.3 0.0 37.3 D 37.3 D 56 89 355

1293 0 0 0 0.48

519 0 0 0 0.24

1310 0 0 0 0.65

3 m9 85 368 0 0 0 0.05

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 60 (60%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 8.6 Intersection LOS: A Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings m

Build 2024 w/ Mitigation AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 w/ Mitigation AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

39 39 1687 0.075 133

704 704 1715

5 5 0

0 0 0

670 670 1761

43 43 0

12 12 0

5 5 0

38 38 0

1761 3

41 41 1583 0.950 1583

2 2 1428

1715

5 5 1775 0.325 592

1428

0.87 100% 7% 0

0.88 100% 7% 0

0.66 100% 11% 0

0.48 100% 14% 0

45 pm+pt 5 2 5

815 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

None 62.2 0.62 0.22 14.6 0.0 14.6 B

C-Max 60.9 0.61 0.78 26.1 0.0 26.1 C 25.5 C 416 #761 370

C-Max 51.7 0.52 0.89 41.5 0.0 41.5 D 41.5 D ~616 #970 1011

None

1043 0 0 0 0.78

911 0 0 0 0.89

12 34 125 222 0 0 0 0.20

810 NA 6

0% 0

0 Perm 3 3

Lead

34 NA 3

0% 0

85 Split 4

83 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 12.5 0.12 0.47 58.6 0.0 58.6 E 58.6 E 21 35 256

None 11.7 0.12 0.46 48.5 0.0 48.5 D

None 11.7 0.12 0.50 50.9 0.0 50.9 D 49.7 D 50 48 309

141 0 0 0 0.24

199 0 0 0 0.43

51 49

179 0 0 0 0.46

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 35.2 Intersection LOS: D Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 w/ Mitigation AM Peak

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Existing 2019 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

7 7 1646 0.286 496

848 848 3269

43 43 0

824 824 3256

67 67 0

46 46 0

73 73 0

3256 22

1370 112

5 5 1903 0.732 1445 11

20 20 0

7 7 1544 0.725 1169

67 67 1370

3269 5

58 58 1703 0.255 457

0.96 100% 6% 0

0.89 100% 6% 0

0.69 100% 10% 0

0.84 100% 6% 0

0% 7 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 65.2 0.65 0.02 12.4 0.0 12.4 B

C-Max 65.2 0.65 0.44 11.2 0.0 11.2 B 11.2 B 128 250 143

None 76.7 0.77 0.15 4.1 0.0 4.1 A

C-Max 75.4 0.75 0.41 5.1 0.0 5.1 A 5.0 A 100 138 298

None

None 11.7 0.12 0.56 56.9 0.0 56.9 E 30.8 C 47 69 283

None 11.7 0.12 0.37 10.1 0.0 10.1 B

None

None 11.7 0.12 0.65 54.9 0.0 54.9 D 54.9 D 65 112 199

2133 0 0 0 0.44

9 19 225 848 0 0 0 0.08

1001 NA 6

0 Perm 3 3

2459 0 0 0 0.41

77 NA 3

2 2

90 323 0 0 0 0.02

65 pm+pt 1 6 1

1 m4

928 NA 2

97 Perm

0 Perm

3 3

8 8

168 0 0 0 0.46

0 12 45 293 0 0 0 0.33

117 NA 8

217 0 0 0 0.54

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Existing 2019 Summer AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Existing 2019 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

9 9 1703 0.303 543

676 676 1733

61 61 1422

687 687 1728

15 15 0

94 94 0

23 23 0

1728 2

1312 36

26 26 1962 0.855 1707 20

18 18 0

1422 83

1 1 1471 0.682 1053

142 142 1312

1733

136 136 1703 0.185 332

0.88 100% 6% 0

0.83 100% 6% 0

0.68 100% 19% 0

0.73 100% 4% 0

0% 10 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 56.5 0.56 0.03 9.8 0.0 9.8 A

C-Max 56.5 0.56 0.78 22.5 0.0 22.5 C 20.6 C 339 #715 242

C-Max 56.5 0.56 0.08 1.4 0.0 1.4 A

None 71.0 0.71 0.47 9.3 0.0 9.3 A

None

20 36

None 18.4 0.18 0.72 57.7 0.0 57.7 E 37.4 D 84 96 284

None 32.2 0.32 0.47 23.9 0.0 23.9 C

0 m2

C-Max 69.7 0.70 0.70 11.9 0.0 12.0 B 11.5 B 328 501 428

None 18.4 0.18 0.28 27.5 0.0 27.5 C 27.5 C 40 59 268

55 839 0 0 0 0.08

120 523 0 0 0 0.31

979 0 0 0 0.78

846 NA 6

0 Perm

2 2

105 306 0 0 0 0.03

69 Perm

164 pm+pt 1 6 1

2 m4

768 NA 2

3 3

1205 0 9 0 0.71

139 209 NA pm+ov 3 1 3 3 1

372 0 0 0 0.37

88 82 110 609 0 0 0 0.34

0 Perm 7 7

93 NA 7

617 0 0 0 0.15

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 19.4 Intersection LOS: B Intersection Capacity Utilization 72.5% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Existing 2019 Summer AM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

AM Peak

Approach HCM Control Delay, s HCM LOS

Existing 2019 Summer

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

712 35 712 35 0 0 Free Free - None 0 0 90 90 6 6 791 39

60 60 0 Free 105 81 6 74

752 7 752 7 0 0 Free Free - None 0 0 81 81 6 6 928 9

12 12 0 Stop 59 3 20

0 36 0 36 0 0 Stop Stop - None 0 0 59 59 3 3 0 61

0 0 0 Stop 75 4 0

0 34 0 34 0 0 Stop Stop - None 0 0 0 75 75 4 4 0 45

0 -

Major2 0 830 - 4.16 - 2.254 785 785 -

EB 0

0 -

WB 0.7

NBLn1 124 0.656 77.3 F 3.5

EBT -

EBR WBL 785 - 0.094 - 10.1 B 0.3

Minor1 Minor2 0 1914 1896 811 811 811 - 1103 1085 - 7.13 6.53 6.23 - 6.13 5.53 - 6.13 5.53 - 3.527 4.027 3.327 51 69 378 0 372 391 0 255 292 0 41 63 378 41 63 372 391 198 265 NB 77.3 F

SBR

933 - 6.24 - 3.336 0 320 0 0 -

320 -

SB 18.1 C

WBT WBR SBLn1 320 - 0.142 - 18.1 C 0.5

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings

Existing 2019 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

29 29 1703 0.258 462

670 670 1719

39 39 0

676 676 1680

57 57 0

52 52 0

77 77 0

1680 8

1599 70

0 0 1892 0.747 1452 41

64 64 0

26 26 1821 0.674 1268

46 46 1599

1719 5

36 36 1671 0.295 519

0.90 100% 6% 0

0.85 100% 8% 0

0.66 100% 1% 0

0.79 100% 4% 0

0% 32 Perm

787 NA 2

0% 0

42 Perm

862 NA 6

0% 0

0 Perm

0% 70 Perm

0 Perm

3 3

7 7

178 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 73.3 0.73 0.09 4.7 0.0 4.7 A

C-Max 73.3 0.73 0.62 11.5 0.0 11.5 B 11.2 B 385 527 769

C-Max 73.3 0.73 0.11 4.0 0.0 4.0 A

C-Max 73.3 0.73 0.70 7.3 0.3 7.6 A 7.4 A 121 160 179

None

None 14.8 0.15 0.63 53.9 0.0 53.9 D 37.6 D 72 85 283

None 14.8 0.15 0.24 10.3 0.0 10.3 B

None

None 14.8 0.15 0.71 46.1 0.0 46.1 D 46.1 D 84 121 313

4 m11 95 338 0 0 0 0.09

1261 0 0 0 0.62

5 m10 55 380 0 0 0 0.11

3 3

118 NA 3

1233 71 0 0 0.74

334 0 0 0 0.35

0 16 65 473 0 0 0 0.15

413 0 0 0 0.43

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 14.9 Intersection LOS: B Intersection Capacity Utilization 64.6% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings m

Existing 2019 Summer AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings

Existing 2019 Summer AM Peak

EBT

EBR

WBL

WBT

NBL

NBR

643 643 1714

58 58 0

716 716 1701

60 60 1882 0.972 1882 35

43 43 0

1714 8

26 26 1671 0.303 533

0.88 100% 6% 0

0.93 100% 8% 0

0.78 100% 5% 0

770 NA 6

132 Prot 3

0% 797 NA 2

28 Perm

1701

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 75.9 0.76 0.61 5.6 0.0 5.6 A 5.6 A 41 136 1011

C-Max 75.9 0.76 0.07 5.3 0.0 5.3 A

C-Max 75.9 0.76 0.60 12.7 0.0 12.7 B 12.4 B 332 532 769

None 12.2 0.12 0.51 36.5 0.0 36.5 D 36.5 D 59 92 355

1290 0 0 0 0.60

522 0 0 0 0.25

1302 0 0 0 0.61

6 m9 85 404 0 0 0 0.07

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 11.1 Intersection LOS: B Intersection Capacity Utilization 55.9% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings m

Existing 2019 Summer AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Existing 2019 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

46 46 1687 0.072 128

671 671 1698

54 54 0

0 0 0

789 789 1772

10 10 0

41 41 0

11 11 0

19 19 0

1772 1

19 19 1583 0.950 1583

0 0 1417

1698 5

0 0 1759 0.962 1759

1417

0.87 100% 7% 0

0.88 100% 7% 0

0.66 100% 11% 0

0.48 100% 14% 0

0% 53 pm+pt 5 2 5

833 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

None 65.9 0.66 0.26 12.6 0.0 12.6 B 13 33 125 226 0 0 0 0.23

0% 0

908 NA 6

0% 0

0 Split 3

79 NA 3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

C-Max 66.2 0.66 0.74 21.7 0.0 21.7 C 21.2 C 389 #704 370

C-Max 54.1 0.54 0.95 43.5 0.0 43.5 D 43.5 D ~708 #986 1011

None

1126 0 0 0 0.74

958 0 0 0 0.95

Lead

0% 0

40 Split 4

40 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 10.8 0.11 0.42 47.5 0.0 47.5 D 47.5 D 48 65 256

None 9.3 0.09 0.27 45.9 0.0 45.9 D

None 9.3 0.09 0.31 47.5 0.0 47.5 D 46.7 D 24 29 309

420 0 0 0 0.19

177 0 0 0 0.23

24 29

159 0 0 0 0.25

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 33.7 Intersection LOS: C Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Existing 2019 Summer AM Peak

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Existing 2019 Summer PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

15 15 1678 0.264 466

1013 1013 3335

40 40 0

856 856 3337

97 97 0

48 48 0

40 40 0

3337 23

1383 132

13 13 1967 0.759 1536 12

17 17 0

13 13 1565 0.743 1209

86 86 1383

3335 3

117 117 1752 0.144 266

0.79 100% 4% 0

0.88 100% 3% 0

0.65 100% 9% 0

0.92 100% 3% 0

0% 19 Perm

10.0 31.3 43.0 35.8% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 47.0 39.2% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 90.0 75.0% 4.3 3.0 0.0 7.3

5.0 29.6 30.0 25.0% 3.6 2.0

5.0 29.6 30.0 25.0% 3.6 2.0 0.0 5.6

5.0 10.6 30.0 25.0% 3.6 2.0

5.0 10.6 30.0 25.0% 3.6 2.0 0.0 5.6

C-Max 78.3 0.65 0.06 10.2 0.0 10.2 B

C-Max 78.3 0.65 0.61 11.6 0.0 11.6 B 11.6 B 193 295 143

None 93.8 0.78 0.43 8.1 0.0 8.1 A

C-Max 92.5 0.77 0.42 5.6 0.0 5.6 A 5.8 A 123 191 298

None

None 14.6 0.12 0.64 68.6 0.0 68.6 E 36.1 D 70 84 283

None 14.6 0.12 0.46 13.0 0.0 13.0 B

None

None 14.6 0.12 0.38 44.5 0.0 44.5 D 44.5 D 45 89 199

2177 0 0 0 0.61

20 44 225 715 0 0 0 0.19

1083 NA 6

0 Perm 3 3

2577 0 0 0 0.42

94 NA 3

2 2

90 304 0 0 0 0.06

133 pm+pt 1 6 1

4 m13

1333 NA 2

132 Perm

0 Perm

3 3

8 8

245 0 0 0 0.38

0 14 45 386 0 0 0 0.34

75 NA 8

321 0 0 0 0.23

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 12.0 Intersection LOS: B Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Existing 2019 Summer PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Existing 2019 Summer PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1752 0.360 664

607 607 1783

75 75 1463

690 690 1761

13 13 0

134 134 0

21 21 0

1761 1

1459 148

2 2 1951 0.777 1560 15

13 13 0

1463 69

11 11 1641 0.713 1224

230 230 1459

1783

95 95 1736 0.269 491

0.93 100% 3% 0

0.99 100% 4% 0

0.70 100% 7% 0

0.88 100% 2% 0

0% 9 Perm

2 2

10.0 28.3 58.0 48.3% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 79.0 65.8% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 34.2% 3.6 2.0

5.0 29.6 41.0 34.2% 3.6 2.0 0.0 5.6

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 34.2% 3.6 2.0

5.0 10.6 41.0 34.2% 3.6 2.0 0.0 5.6

C-Max 70.7 0.59 0.02 10.9 0.0 10.9 B

C-Max 70.7 0.59 0.62 17.6 0.4 18.0 B 16.4 B 271 597 242

C-Max 70.7 0.59 0.09 3.7 0.0 3.7 A

None 83.8 0.70 0.23 6.4 0.0 6.4 A

None

16 31

None 25.6 0.21 0.80 65.3 0.0 65.3 E 38.3 D 153 161 284

None 38.0 0.32 0.58 21.3 0.0 21.3 C

5 15

C-Max 82.5 0.69 0.59 10.3 0.0 10.3 B 9.9 A 141 507 428

None 25.6 0.21 0.12 25.0 0.0 25.0 C 25.0 C 16 41 268

55 890 0 0 0 0.09

120 508 0 0 0 0.19

1050 104 0 0 0.69

710 NA 6

0 Perm

2 2

105 391 0 0 0 0.02

81 Perm

96 pm+pt 1 6 1

3 m5

653 NA 2

3 3

1211 0 18 0 0.60

207 329 NA pm+ov 3 1 3 3 1

361 0 0 0 0.57

116 106 110 663 0 0 0 0.50

0 Perm 7 7

41 NA 7

470 0 0 0 0.09

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 19.6 Intersection LOS: B Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings m

Existing 2019 Summer PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

PM Peak

2.7

Approach HCM Control Delay, s HCM LOS

Existing 2019 Summer

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

643 84 643 84 0 0 Free Free - None 0 0 93 93 3 3 691 90

58 58 0 Free 105 95 4 61

808 14 808 14 0 0 Free Free - None 0 0 95 95 4 4 851 15

16 16 0 Stop 79 1 20

0 48 0 48 0 0 Stop Stop - None 0 0 79 79 1 1 0 61

0 0 0 Stop 65 3 0

0 24 0 24 0 0 Stop Stop - None 0 0 0 65 65 3 3 0 37

0 -

Major2 0 781 - 4.14 - 2.236 828 828 -

EB 0

0 -

WB 0.6

NBLn1 164 0.494 46.7 E 2.4

EBT -

EBR WBL 828 - 0.074 9.7 A 0.2

Minor1 Minor2 0 1735 1724 736 736 736 999 988 - 7.11 6.51 6.21 - 6.11 5.51 - 6.11 5.51 - 3.509 4.009 3.309 69 89 421 0 412 427 0 295 326 0 58 82 421 58 82 412 427 245 302 NB 46.7 E

SBR

859 - 6.23 - 3.327 0 355 0 0 -

355 -

SB 16.3 C

WBT WBR SBLn1 355 - 0.104 - 16.3 C 0.3

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings

Existing 2019 Summer PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

26 26 1736 0.266 486

601 601 1747

48 48 0

761 761 1743

72 72 0

84 84 0

45 45 0

1743 9

1599 63

0 0 1898 0.688 1338 41

48 48 0

27 27 1812 0.679 1277

56 56 1599

1747 8

15 15 1736 0.328 599

0.88 100% 4% 0

0.96 100% 4% 0

0.89 100% 1% 0

0.83 100% 3% 0

0% 30 Perm

738 NA 2

0% 0

16 Perm

868 NA 6

0% 0

0 Perm

0% 63 Perm

0 Perm

3 3

7 7

112 NA 7

2 2

6 6

10.0 16.3 88.0 73.3% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 26.7% 3.6 2.0

5.0 25.6 32.0 26.7% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 26.7% 3.6 2.0

5.0 10.6 32.0 26.7% 3.6 2.0 0.0 5.6

C-Max 91.5 0.76 0.08 8.3 0.0 8.3 A

C-Max 91.5 0.76 0.55 9.9 0.4 10.3 B 10.2 B 123 342 769

C-Max 91.5 0.76 0.04 3.5 0.0 3.5 A

C-Max 91.5 0.76 0.65 8.1 0.2 8.3 A 8.2 A 167 204 179

None

None 16.6 0.14 0.70 69.5 0.0 69.5 E 50.2 D 93 148 283

None 16.6 0.14 0.23 12.2 0.0 12.2 B

None

None 16.6 0.14 0.51 37.3 0.0 37.3 D 37.3 D 51 93 313

5 m23 95 370 0 0 0 0.08

1334 193 55 0 0.65

2 m5 55 456 0 0 0 0.04

3 3

124 NA 3

1331 61 0 0 0.68

280 0 0 0 0.44

0 37 65 400 0 1 0 0.16

326 0 1 0 0.34

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 29 (24%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 14.7 Intersection LOS: B Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings m

Existing 2019 Summer PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings

Existing 2019 Summer PM Peak

EBT

EBR

WBL

WBT

NBL

NBR

642 642 1750

45 45 0

792 792 1766

33 33 1914 0.967 1914 18

16 16 0

1750 7

38 38 1736 0.348 636

0.91 100% 4% 0

0.96 100% 4% 0

0.90 100% 4% 0

825 NA 6

55 Prot 3

0% 754 NA 2

40 Perm

1766

6 6

10.0 16.3 91.0 75.8% 4.3 2.0 0.0 6.3

10.0 27.6 29.0 24.2% 3.6 2.0 0.0 5.6

C-Max 102.1 0.85 0.51 7.7 0.0 7.7 A 7.7 A 145 498 1011

C-Max 102.1 0.85 0.07 3.8 0.0 3.8 A

C-Max 102.1 0.85 0.55 7.5 0.2 7.7 A 7.5 A 224 480 769

None 10.4 0.09 0.30 41.6 0.0 41.6 D 41.6 D 27 69 355

1502 184 0 0 0.63

387 0 0 0 0.14

1489 0 0 0 0.51

8 m13 85 540 0 0 0 0.07

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 97 (81%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 8.7 Intersection LOS: A Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings m

Existing 2019 Summer PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Existing 2019 Summer PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

2 2 1752 0.202 373

728 728 1776

20 20 0

0 0 0

793 793 1825

8 8 0

30 30 0

4 4 0

9 9 0

1825 1

3 3 1687 0.950 1687

0 0 1509

1776 2

0 0 1968 0.958 1968

1509

0.93 100% 3% 0

0.93 100% 4% 0

0.69 100% 0% 0

0.79 100% 7% 0

0% 2 pm+pt 5 2 5

805 NA 2 2

3.0 10.0 16.0 13.3% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 74.0 61.7% 4.3 4.0 0.0 8.3

None 94.2 0.78 0.01 6.0 0.0 6.0 A 0 3 125 396 0 0 0 0.01

0% 0

862 NA 6

0% 0

0 Split 3

49 NA 3

10.0 35.3 58.0 48.3% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 25.0% 3.6 2.5

C-Max 94.5 0.79 0.58 10.2 0.0 10.2 B 10.2 B 181 514 370

C-Max 91.8 0.76 0.62 19.2 0.0 19.2 B 19.2 B 331 #873 1011

None

1399 0 0 0 0.58

1396 0 0 0 0.62

Lead

0% 0

4 Split 4

11 NA 4

5.0 28.1 30.0 25.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 16.0 13.3% 3.6 2.5 0.0 6.1 Lag

None 9.4 0.08 0.32 57.1 0.0 57.1 E 57.1 E 37 57 257

None 7.5 0.06 0.04 53.0 0.0 53.0 D

None 7.5 0.06 0.12 55.2 0.0 55.2 E 54.6 D 8 24 311

391 0 0 0 0.13

139 0 0 0 0.03

3 13

124 0 0 0 0.09

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 14 (12%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 16.4 Intersection LOS: B Intersection Capacity Utilization 62.8% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings #

Existing 2019 Summer PM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Existing 2019 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

17 17 1728 0.328 596

751 751 3431

36 36 0

689 689 3441

19 19 0

21 21 0

69 69 0

3441 7

1478 112

13 13 1982 0.784 1605 12

23 23 0

3 3 1667 0.704 1224

55 55 1478

3431 5

53 53 1787 0.289 544

0.95 100% 1% 0

0.82 100% 1% 0

0.83 100% 2% 0

0.77 100% 2% 0

0% 18 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 64.9 0.65 0.05 6.7 0.0 6.7 A

C-Max 64.9 0.65 0.37 6.2 0.0 6.2 A 6.2 A 70 167 143

None 76.3 0.76 0.13 3.9 0.0 3.9 A

C-Max 75.0 0.75 0.33 4.7 0.0 4.7 A 4.7 A 83 100 298

None

None 12.1 0.12 0.20 41.6 0.0 41.6 D 15.4 B 17 40 283

None 12.1 0.12 0.24 3.8 0.0 3.8 A

None

None 12.1 0.12 0.67 54.3 0.0 54.3 D 54.3 D 76 115 199

2229 0 0 0 0.37

9 18 225 912 0 0 0 0.07

863 NA 6

0 Perm 3 3

2584 0 0 0 0.33

29 NA 3

2 2

90 387 0 0 0 0.05

65 pm+pt 1 6 1

2 m8

829 NA 2

66 Perm

0 Perm

3 3

8 8

176 0 0 0 0.16

0 5 45 308 0 0 0 0.21

137 NA 8

241 0 0 0 0.57

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 9.2 Intersection LOS: A Intersection Capacity Utilization 57.4% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Existing 2019 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Existing 2019 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5 1770 0.387 721

606 606 1801

88 88 1478

610 610 1817

6 6 0

54 54 0

20 20 0

1817 1

1501 38

3 3 1956 0.781 1570 14

13 13 0

1478 83

11 11 1695 0.734 1296

203 203 1501

1801

72 72 1787 0.297 559

0.91 100% 2% 0

0.84 100% 1% 0

0.82 100% 4% 0

0.90 100% 2% 0

0% 5 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 65.9 0.66 0.01 7.0 0.0 7.0 A

C-Max 65.9 0.66 0.56 12.7 0.0 12.7 B 11.4 B 171 338 242

C-Max 65.9 0.66 0.10 2.4 0.0 2.4 A

None 80.5 0.80 0.16 2.8 0.0 2.8 A

None

8 14

None 11.2 0.11 0.54 54.9 0.0 54.9 D 41.4 D 48 83 284

None 22.8 0.23 0.67 37.2 0.0 37.2 D

0 11

C-Max 80.5 0.80 0.50 5.0 0.0 5.0 A 4.7 A 88 109 428

None 11.1 0.11 0.21 30.1 0.0 30.1 C 30.1 C 15 44 268

55 1001 0 0 0 0.10

120 708 0 0 0 0.12

1186 0 0 0 0.56

733 NA 6

0 Perm

2 2

105 474 0 0 0 0.01

97 Perm

86 pm+pt 1 6 1

1 m2

666 NA 2

3 3

1462 0 0 0 0.50

79 248 NA pm+ov 3 1 3 3 1

458 0 0 0 0.17

121 158 110 556 0 0 0 0.45

0 Perm 7 7

39 NA 7

564 0 0 0 0.07

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 14.0 Intersection LOS: B Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings m

Existing 2019 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

Saturday Midday

4.1

Approach HCM Control Delay, s HCM LOS

Existing 2019 Summer

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

634 39 634 39 0 0 Free Free - None 0 0 93 93 2 2 682 42

52 52 0 Free 105 88 2 59

610 5 610 5 0 0 Free Free - None 0 0 88 88 2 2 693 6

15 15 0 Stop 57 1 26

0 80 0 80 0 0 Stop Stop - None 0 0 57 57 1 1 0 140

0 0 0 Stop 41 4 0

0 4 0 4 0 0 Stop Stop - None 0 0 0 41 41 4 4 0 10

0 -

Major2 0 724 - 4.12 - 2.218 879 879 -

EB 0

0 -

WB 0.7

NBLn1 272 0.613 37.1 E 3.7

EBT -

EBR WBL 879 - 0.067 9.4 A 0.2

Minor1 Minor2 0 1522 1520 703 703 703 819 817 - 7.11 6.51 6.21 - 6.11 5.51 - 6.11 5.51 - 3.509 4.009 3.309 97 119 439 0 430 442 0 371 392 0 90 111 439 90 111 430 442 338 366 NB 37.1 E

SBR

696 - 6.24 - 3.336 0 438 0 0 -

438 -

SB 13.4 B

WBT WBR SBLn1 438 - 0.022 - 13.4 B 0.1

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings

Existing 2019 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

17 17 1770 0.366 682

574 574 1772

66 66 0

556 556 1775

59 59 0

19 19 0

53 53 0

1775 10

1615 55

7 7 1956 0.828 1659 40

49 49 0

5 5 1828 0.655 1244

39 39 1615

1772 11

22 22 1770 0.356 663

0.91 100% 2% 0

0.90 100% 2% 0

0.71 100% 0% 0

0.87 100% 1% 0

0% 19 Perm

704 NA 2

0% 0

24 Perm

684 NA 6

0% 0

0 Perm

0% 55 Perm

0 Perm

3 3

7 7

125 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 77.6 0.78 0.04 4.3 0.0 4.3 A

C-Max 77.6 0.78 0.51 9.0 0.0 9.0 A 8.9 A 215 473 769

C-Max 77.6 0.78 0.05 2.2 0.0 2.2 A

C-Max 77.6 0.78 0.50 3.5 0.1 3.6 A 3.5 A 63 82 179

None

None 10.5 0.10 0.26 44.3 0.0 44.3 D 25.3 C 20 37 283

None 10.5 0.10 0.25 13.5 0.0 13.5 B

None

None 10.5 0.10 0.60 39.8 0.0 39.8 D 39.8 D 52 100 313

4 m5 95 528 0 0 0 0.04

1376 0 0 0 0.51

2 m5 55 514 0 0 0 0.05

3 3

34 NA 3

1378 99 0 0 0.53

328 0 0 0 0.10

0 20 65 466 0 0 0 0.12

467 0 0 0 0.27

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 9.8 Intersection LOS: A Intersection Capacity Utilization 59.3% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings m

Existing 2019 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings

Existing 2019 Summer Saturday Midday

EBT

EBR

WBL

WBT

NBL

NBR

586 586 1786

35 35 0

535 535 1801

60 60 1982 0.970 1982 30

37 37 0

1786 6

21 21 1770 0.351 654

0.88 100% 2% 0

0.89 100% 2% 0

0.86 100% 0% 0

601 NA 6

113 Prot 3

0% 706 NA 2

24 Perm

1801

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.6 0.77 0.52 4.2 0.0 4.2 A 4.2 A 72 88 1011

C-Max 76.6 0.77 0.05 5.0 0.0 5.0 A

C-Max 76.6 0.77 0.44 8.3 0.0 8.3 A 8.2 A 170 354 769

None 11.5 0.12 0.44 35.4 0.0 35.4 D 35.4 D 50 94 355

1379 0 0 0 0.44

545 0 0 0 0.21

1369 0 0 0 0.52

3 m12 85 500 0 0 0 0.05

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 8.4 Intersection LOS: A Intersection Capacity Utilization 51.2% ICU Level of Service A Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings m

Existing 2019 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Existing 2019 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

2 2 1770 0.266 495

596 596 1795

12 12 0

0 0 0

594 594 1876

15 15 0

6 6 0

24 24 0

2 2 0

1876 1

1 1 1805 0.950 1805

0 0 1615

1795 1

0 0 1848 0.990 1848

1615

0.88 100% 2% 0

0.85 100% 1% 0

0.69 100% 0% 0

0.58 100% 0% 0

0% 2 pm+pt 5 2 5

691 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

None 80.7 0.81 0.00 5.5 0.0 5.5 A 0 3 125 514 0 0 0 0.00

0% 0

717 NA 6

0% 0

0 Split 3

44 NA 3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

C-Max 82.7 0.83 0.47 7.0 0.0 7.0 A 7.0 A 134 362 370

C-Max 79.9 0.80 0.48 7.2 0.0 7.2 A 7.2 A 130 548 1011

None

1484 0 0 0 0.47

1500 0 0 0 0.48

Lead

0% 0

2 Split 4

3 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 8.8 0.09 0.27 46.1 0.0 46.1 D 46.1 D 27 45 257

None 6.8 0.07 0.02 44.0 0.0 44.0 D

None 6.8 0.07 0.03 44.0 0.0 44.0 D 44.0 D 2 7 311

441 0 0 0 0.10

196 0 0 0 0.01

1 5

176 0 0 0 0.02

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 8.4 Intersection LOS: A Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings Splits and Phases:

Existing 2019 Summer Saturday Midday

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

No Build 2024 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

7 7 1646 0.266 461

902 902 3269

46 46 0

885 885 3256

71 71 0

49 49 0

77 77 0

3256 22

1370 112

5 5 1905 0.728 1439 11

21 21 0

7 7 1544 0.723 1166

71 71 1370

3269 5

61 61 1703 0.234 419

0.96 100% 6% 0

0.89 100% 6% 0

0.69 100% 10% 0

0.84 100% 6% 0

0% 7 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 64.9 0.65 0.02 13.6 0.0 13.6 B

C-Max 64.9 0.65 0.47 12.7 0.0 12.7 B 12.7 B 161 m273 143

None 76.4 0.76 0.17 4.3 0.0 4.3 A

C-Max 75.1 0.75 0.44 5.4 0.0 5.4 A 5.3 A 114 153 298

None

None 12.0 0.12 0.58 57.9 0.0 57.9 E 31.8 C 49 72 283

None 12.0 0.12 0.39 11.2 0.0 11.2 B

None

None 12.0 0.12 0.68 56.5 0.0 56.5 E 56.5 E 68 117 199

2122 0 0 0 0.47

9 20 225 833 0 0 0 0.08

1074 NA 6

0 Perm 3 3

2451 0 0 0 0.44

81 NA 3

2 2

90 298 0 0 0 0.02

69 pm+pt 1 6 1

1 m4

988 NA 2

103 Perm

0 Perm

3 3

8 8

167 0 0 0 0.49

0 16 45 293 0 0 0 0.35

123 NA 8

216 0 0 0 0.57

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 12.9 Intersection LOS: B Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

No Build 2024 Summer AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings

No Build 2024 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

18 18 1703 0.255 457

717 717 1733

65 65 1422

728 728 1722

28 28 0

100 100 0

27 27 0

1722 3

1312 36

28 28 1958 0.845 1683 22

21 21 0

1422 83

1 1 1471 0.661 1020

151 151 1312

1733

144 144 1703 0.143 256

0.88 100% 6% 0

0.83 100% 6% 0

0.68 100% 19% 0

0.73 100% 4% 0

0% 20 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 54.9 0.55 0.08 12.8 0.0 12.8 B

C-Max 54.9 0.55 0.86 28.4 0.0 28.4 C 26.0 C 429 #812 242

C-Max 54.9 0.55 0.09 2.1 0.0 2.1 A

None 69.9 0.70 0.57 15.8 0.0 15.8 B

None

23 43

None 19.5 0.20 0.74 58.7 0.0 58.7 E 37.4 D 90 101 284

None 33.8 0.34 0.48 23.2 0.0 23.2 C

0 m3

C-Max 68.6 0.69 0.77 15.2 0.2 15.4 B 15.5 B 390 595 428

None 19.5 0.20 0.30 27.0 0.0 27.0 C 27.0 C 44 63 268

55 818 0 0 0 0.09

120 482 0 0 0 0.36

951 0 0 0 0.86

911 NA 6

0 Perm

2 2

105 251 0 0 0 0.08

74 Perm

173 pm+pt 1 6 1

3 m9

815 NA 2

3 3

1181 0 27 0 0.79

148 222 NA pm+ov 3 1 3 3 1

361 0 0 0 0.41

93 84 110 624 0 0 0 0.36

0 Perm 7 7

104 NA 7

609 0 0 0 0.17

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 23.1 Intersection LOS: C Intersection Capacity Utilization 75.8% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings

No Build 2024 Summer AM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

AM Peak

5.2

Approach HCM Control Delay, s HCM LOS

No Build 2024 Summer

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

763 35 763 35 0 0 Free Free - None 0 0 90 90 6 6 848 39

60 60 0 Free 105 81 6 74

799 7 799 7 0 0 Free Free - None 0 0 81 81 6 6 986 9

12 12 0 Stop 59 3 20

0 36 0 36 0 0 Stop Stop - None 0 0 59 59 3 3 0 61

0 0 0 Stop 75 4 0

0 36 0 36 0 0 Stop Stop - None 0 0 0 75 75 4 4 0 48

0 -

Major2 0 887 - 4.16 - 2.254 747 747 -

EB 0

0 -

WB 0.7

NBLn1 103 0.79 113.7 F 4.3

EBT -

EBR WBL 747 - 0.099 - 10.3 B 0.3

Minor1 Minor2 0 2031 2011 868 868 868 - 1163 1143 - 7.13 6.53 6.23 - 6.13 5.53 - 6.13 5.53 - 3.527 4.027 3.327 42 59 350 0 346 368 0 236 274 0 33 53 350 33 53 346 368 178 247 NB 113.7 F

SBR

991 - 6.24 - 3.336 0 296 0 0 -

296 -

SB 19.5 C

WBT WBR SBLn1 296 - 0.162 - 19.5 C 0.6

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings

No Build 2024 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

31 31 1703 0.226 405

718 718 1719

39 39 0

719 719 1680

60 60 0

52 52 0

82 82 0

1680 8

1599 70

0 0 1892 0.750 1458 40

68 68 0

26 26 1821 0.670 1260

46 46 1599

1719 5

36 36 1671 0.264 464

0.90 100% 6% 0

0.85 100% 8% 0

0.66 100% 1% 0

0.79 100% 4% 0

0% 34 Perm

841 NA 2

0% 0

42 Perm

917 NA 6

0% 0

0 Perm

0% 70 Perm

0 Perm

3 3

7 7

190 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 72.5 0.72 0.12 6.1 0.0 6.1 A

C-Max 72.5 0.72 0.67 13.4 0.0 13.5 B 13.2 B 440 595 769

C-Max 72.5 0.72 0.12 4.3 0.0 4.3 A

C-Max 72.5 0.72 0.75 8.8 0.5 9.4 A 9.1 A 131 173 179

None

None 15.6 0.16 0.60 50.9 0.0 50.9 D 35.6 D 71 84 283

None 15.6 0.16 0.23 9.9 0.0 9.9 A

None

None 15.6 0.16 0.73 46.8 0.0 46.8 D 46.8 D 92 129 313

4 m14 95 293 0 0 0 0.12

1247 12 0 0 0.68

5 m9 55 336 0 0 0 0.13

3 3

118 NA 3

1219 73 0 0 0.80

332 0 0 0 0.36

0 16 65 473 0 0 0 0.15

414 0 0 0 0.46

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 16.2 Intersection LOS: B Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings m

No Build 2024 Summer AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings

No Build 2024 Summer AM Peak

EBT

EBR

WBL

WBT

NBL

NBR

690 690 1714

61 61 0

761 761 1701

64 64 1882 0.972 1882 35

46 46 0

1714 8

28 28 1671 0.274 482

0.88 100% 6% 0

0.93 100% 8% 0

0.78 100% 5% 0

818 NA 6

141 Prot 3

0% 853 NA 2

30 Perm

1701

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 75.5 0.76 0.66 7.0 0.0 7.0 A 7.0 A 69 171 1011

C-Max 75.5 0.76 0.08 5.4 0.0 5.4 A

C-Max 75.5 0.76 0.64 13.6 0.0 13.6 B 13.3 B 382 579 769

None 12.6 0.13 0.53 37.4 0.0 37.4 D 37.4 D 64 98 355

1284 0 0 0 0.64

522 0 0 0 0.27

1296 0 0 0 0.66

6 m9 85 364 0 0 0 0.08

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 12.3 Intersection LOS: B Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings m

No Build 2024 Summer AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

No Build 2024 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

49 49 1687 0.073 130

719 719 1698

57 57 0

0 0 0

838 838 1772

11 11 0

43 43 0

12 12 0

20 20 0

1772 1

20 20 1583 0.950 1583

0 0 1417

1698 5

0 0 1759 0.962 1759

1417

0.87 100% 7% 0

0.88 100% 7% 0

0.66 100% 11% 0

0.48 100% 14% 0

0% 56 pm+pt 5 2 5

892 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

None 65.5 0.66 0.27 12.9 0.0 12.9 B 14 34 125 227 0 0 0 0.25

0% 0

965 NA 6

0% 0

0 Split 3

83 NA 3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

C-Max 65.9 0.66 0.80 24.8 0.0 24.8 C 24.1 C 451 #791 370

C-Max 53.6 0.54 1.02 57.8 0.0 57.8 E 57.8 E ~792 #1075 1011

None

1120 0 0 0 0.80

950 0 0 0 1.02

Lead

0% 0

42 Split 4

42 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 11.0 0.11 0.43 47.6 0.0 47.6 D 47.6 D 50 67 256

None 9.4 0.09 0.28 46.0 0.0 46.0 D

None 9.4 0.09 0.32 47.7 0.0 47.7 D 46.9 D 26 30 309

420 0 0 0 0.20

178 0 0 0 0.24

25 30

159 0 0 0 0.26

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 125 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 41.6 Intersection LOS: D Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

No Build 2024 Summer AM Peak

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

No Build 2024 Summer PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

16 16 1678 0.246 434

1087 1087 3335

42 42 0

912 912 3337

103 103 0

51 51 0

42 42 0

3337 23

1383 140

14 14 1965 0.741 1498 12

18 18 0

14 14 1565 0.734 1194

91 91 1383

3335 3

124 124 1752 0.121 223

0.79 100% 4% 0

0.88 100% 3% 0

0.65 100% 9% 0

0.92 100% 3% 0

0% 20 Perm

10.0 31.3 43.0 35.8% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 47.0 39.2% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 90.0 75.0% 4.3 3.0 0.0 7.3

5.0 29.6 30.0 25.0% 3.6 2.0

5.0 29.6 30.0 25.0% 3.6 2.0 0.0 5.6

5.0 10.6 30.0 25.0% 3.6 2.0

5.0 10.6 30.0 25.0% 3.6 2.0 0.0 5.6

C-Max 77.3 0.64 0.07 11.1 0.0 11.1 B

C-Max 77.3 0.64 0.66 13.4 0.0 13.4 B 13.3 B 223 346 143

None 93.1 0.78 0.50 10.3 0.0 10.3 B

C-Max 91.8 0.76 0.45 6.1 0.0 6.1 A 6.5 A 139 216 298

None

None 15.3 0.13 0.66 69.1 0.0 69.1 E 36.1 D 75 88 283

None 15.3 0.13 0.47 12.5 0.0 12.5 B

None

None 15.3 0.13 0.40 45.2 0.0 45.2 D 45.2 D 50 94 199

2149 0 0 0 0.66

22 48 225 695 0 0 0 0.20

1153 NA 6

0 Perm 3 3

2558 0 0 0 0.45

100 NA 3

2 2

90 279 0 0 0 0.07

141 pm+pt 1 6 1

4 m14

1429 NA 2

140 Perm

0 Perm

3 3

8 8

242 0 0 0 0.41

0 14 45 392 0 0 0 0.36

81 NA 8

314 0 0 0 0.26

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 13.1 Intersection LOS: B Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

No Build 2024 Summer PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings

No Build 2024 Summer PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1752 0.326 601

643 643 1783

80 80 1463

731 731 1759

19 19 0

142 142 0

35 35 0

1759 2

1459 131

2 2 1943 0.648 1297 26

23 23 0

1463 69

12 12 1641 0.722 1239

244 244 1459

1783

101 101 1736 0.240 438

0.93 100% 3% 0

0.99 100% 4% 0

0.70 100% 7% 0

0.88 100% 2% 0

0% 12 Perm

2 2

10.0 28.3 58.0 48.3% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 79.0 65.8% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 34.2% 3.6 2.0

5.0 29.6 41.0 34.2% 3.6 2.0 0.0 5.6

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 34.2% 3.6 2.0

5.0 10.6 41.0 34.2% 3.6 2.0 0.0 5.6

C-Max 69.6 0.58 0.03 10.8 0.0 10.8 B

C-Max 69.6 0.58 0.67 18.8 0.6 19.4 B 17.5 B 327 625 242

C-Max 69.6 0.58 0.10 3.6 0.0 3.6 A

None 82.9 0.69 0.27 7.0 0.0 7.0 A

None

18 33

None 26.5 0.22 0.81 65.3 0.0 65.3 E 40.3 D 162 169 284

None 39.1 0.33 0.62 24.5 0.0 24.5 C

5 m14

C-Max 81.6 0.68 0.63 11.5 0.1 11.6 B 11.0 B 151 570 428

None 26.5 0.22 0.22 24.7 0.0 24.7 C 24.7 C 26 59 268

55 878 0 0 0 0.10

120 475 0 0 0 0.21

1034 98 0 0 0.74

757 NA 6

0 Perm

2 2

105 348 0 0 0 0.03

86 Perm

102 pm+pt 1 6 1

3 m6

691 NA 2

3 3

1197 0 49 0 0.66

220 349 NA pm+ov 3 1 3 3 1

365 0 0 0 0.60

142 128 110 662 0 0 0 0.53

0 Perm 7 7

68 NA 7

400 0 0 0 0.17

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 21.0 Intersection LOS: C Intersection Capacity Utilization 75.7% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings m

No Build 2024 Summer PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

PM Peak

3.2

Approach HCM Control Delay, s HCM LOS

No Build 2024 Summer

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

685 84 685 84 0 0 Free Free - None 0 0 93 93 3 3 737 90

58 58 0 Free 105 95 4 61

865 15 865 15 0 0 Free Free - None 0 0 95 95 4 4 911 16

16 16 0 Stop 79 1 20

0 48 0 48 0 0 Stop Stop - None 0 0 79 79 1 1 0 61

0 0 0 Stop 65 3 0

0 25 0 25 0 0 Stop Stop - None 0 0 0 65 65 3 3 0 38

0 -

Major2 0 827 - 4.14 - 2.236 795 795 -

EB 0

0 -

WB 0.6

NBLn1 141 0.575 60.4 F 2.9

EBT -

EBR WBL 795 - 0.077 9.9 A 0.2

Minor1 Minor2 0 1842 1831 782 782 782 - 1060 1049 - 7.11 6.51 6.21 - 6.11 5.51 - 6.11 5.51 - 3.509 4.009 3.309 58 77 396 0 389 406 0 272 306 0 48 71 396 48 71 389 406 222 282 NB 60.4 F

SBR

919 - 6.23 - 3.327 0 327 0 0 -

327 -

SB 17.5 C

WBT WBR SBLn1 327 - 0.118 - 17.5 C 0.4

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings

No Build 2024 Summer PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

28 28 1736 0.237 433

640 640 1747

48 48 0

816 816 1743

76 76 0

84 84 0

48 48 0

1743 9

1599 63

0 0 1900 0.687 1337 40

51 51 0

27 27 1812 0.670 1260

56 56 1599

1747 7

15 15 1736 0.306 559

0.88 100% 4% 0

0.96 100% 4% 0

0.89 100% 1% 0

0.83 100% 3% 0

0% 32 Perm

782 NA 2

0% 0

16 Perm

929 NA 6

0% 0

0 Perm

0% 63 Perm

0 Perm

3 3

7 7

119 NA 7

2 2

6 6

10.0 16.3 88.0 73.3% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 26.7% 3.6 2.0

5.0 25.6 32.0 26.7% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 26.7% 3.6 2.0

5.0 10.6 32.0 26.7% 3.6 2.0 0.0 5.6

C-Max 91.4 0.76 0.10 8.9 0.0 8.9 A

C-Max 91.4 0.76 0.59 11.3 0.4 11.7 B 11.6 B 140 391 769

C-Max 91.4 0.76 0.04 3.7 0.0 3.7 A

C-Max 91.4 0.76 0.70 9.1 0.2 9.3 A 9.2 A 183 261 179

None

None 16.7 0.14 0.71 70.1 0.0 70.1 E 50.6 D 93 148 283

None 16.7 0.14 0.23 12.2 0.0 12.2 B

None

None 16.7 0.14 0.54 39.6 0.0 39.6 D 39.6 D 57 100 313

6 m25 95 329 0 0 0 0.10

1332 191 60 0 0.69

2 m4 55 425 0 0 0 0.04

3 3

124 NA 3

1329 61 0 0 0.73

277 0 0 0 0.45

0 37 65 400 0 2 0 0.16

325 0 1 0 0.37

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 29 (24%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 15.7 Intersection LOS: B Intersection Capacity Utilization 69.9% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings m

No Build 2024 Summer PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings

No Build 2024 Summer PM Peak

EBT

EBR

WBL

WBT

NBL

NBR

684 684 1750

48 48 0

849 849 1766

35 35 1914 0.967 1914 18

17 17 0

1750 7

40 40 1736 0.325 594

0.91 100% 4% 0

0.96 100% 4% 0

0.90 100% 4% 0

884 NA 6

58 Prot 3

0% 805 NA 2

42 Perm

1766

6 6

10.0 16.3 91.0 75.8% 4.3 2.0 0.0 6.3

10.0 27.6 29.0 24.2% 3.6 2.0 0.0 5.6

C-Max 102.0 0.85 0.54 8.6 0.0 8.6 A 8.6 A 163 550 1011

C-Max 102.0 0.85 0.08 3.9 0.0 3.9 A

C-Max 102.0 0.85 0.59 8.3 0.3 8.7 A 8.4 A 278 555 769

None 10.5 0.09 0.32 42.1 0.0 42.1 D 42.1 D 30 71 355

1500 181 0 0 0.67

387 0 0 0 0.15

1488 0 0 0 0.54

9 m12 85 504 0 0 0 0.08

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 97 (81%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 9.6 Intersection LOS: A Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings m

No Build 2024 Summer PM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

No Build 2024 Summer PM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

2 2 1752 0.169 312

775 775 1776

21 21 0

0 0 0

850 850 1825

8 8 0

32 32 0

4 4 0

10 10 0

1825 1

3 3 1687 0.950 1687

0 0 1509

1776 2

0 0 1970 0.958 1970

1509

0.93 100% 3% 0

0.93 100% 4% 0

0.69 100% 0% 0

0.79 100% 7% 0

0% 2 pm+pt 5 2 5

856 NA 2 2

3.0 10.0 16.0 13.3% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 74.0 61.7% 4.3 4.0 0.0 8.3

None 93.9 0.78 0.01 6.5 0.0 6.5 A 0 3 125 352 0 0 0 0.01

0% 0

923 NA 6

0% 0

0 Split 3

52 NA 3

10.0 35.3 58.0 48.3% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 25.0% 3.6 2.5

C-Max 94.3 0.79 0.61 11.3 0.0 11.3 B 11.3 B 205 590 370

C-Max 91.5 0.76 0.66 20.7 0.0 20.7 C 20.7 C 392 #984 1011

None

1395 0 0 0 0.61

1392 0 0 0 0.66

Lead

0% 0

4 Split 4

13 NA 4

5.0 28.1 30.0 25.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 16.0 13.3% 3.6 2.5 0.0 6.1 Lag

None 9.5 0.08 0.33 57.2 0.0 57.2 E 57.2 E 39 60 257

None 7.7 0.06 0.04 52.7 0.0 52.7 D

None 7.7 0.06 0.14 55.6 0.0 55.6 E 54.9 D 10 27 311

392 0 0 0 0.13

139 0 0 0 0.03

3 12

124 0 0 0 0.10

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 14 (12%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 17.6 Intersection LOS: B Intersection Capacity Utilization 65.9% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings #

No Build 2024 Summer PM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

No Build 2024 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

18 18 1728 0.309 562

803 803 3431

38 38 0

739 739 3441

20 20 0

22 22 0

73 73 0

3441 7

1478 112

14 14 1984 0.782 1603 12

24 24 0

3 3 1666 0.696 1210

58 58 1478

3431 5

56 56 1787 0.268 504

0.95 100% 1% 0

0.82 100% 1% 0

0.83 100% 2% 0

0.77 100% 2% 0

0% 19 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 64.7 0.65 0.05 7.9 0.0 7.9 A

C-Max 64.7 0.65 0.40 7.2 0.0 7.2 A 7.2 A 78 204 143

None 76.1 0.76 0.15 4.1 0.0 4.1 A

C-Max 74.8 0.75 0.36 5.0 0.0 5.0 A 4.9 A 93 109 298

None

None 12.3 0.12 0.21 41.9 0.0 41.9 D 16.0 B 18 42 283

None 12.3 0.12 0.25 4.5 0.0 4.5 A

None

None 12.3 0.12 0.70 55.9 0.0 55.9 E 55.9 E 81 120 199

2220 0 0 0 0.40

9 18 225 896 0 0 0 0.08

925 NA 6

0 Perm 3 3

2576 0 0 0 0.36

31 NA 3

2 2

90 363 0 0 0 0.05

68 pm+pt 1 6 1

2 m9

885 NA 2

70 Perm

0 Perm

3 3

8 8

174 0 0 0 0.18

0 8 45 308 0 0 0 0.23

144 NA 8

241 0 0 0 0.60

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 9.8 Intersection LOS: A Intersection Capacity Utilization 59.1% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

No Build 2024 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings

No Build 2024 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1770 0.367 684

642 642 1801

93 93 1478

647 647 1813

15 15 0

57 57 0

28 28 0

1813 2

1501 36

3 3 1949 0.775 1554 20

18 18 0

1478 83

12 12 1695 0.793 1400

215 215 1501

1801

76 76 1787 0.268 504

0.91 100% 2% 0

0.84 100% 1% 0

0.82 100% 4% 0

0.90 100% 2% 0

0% 12 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 64.7 0.65 0.03 7.3 0.0 7.3 A

C-Max 64.7 0.65 0.61 14.0 0.0 14.0 B 12.5 B 223 400 242

C-Max 64.7 0.65 0.10 2.6 0.0 2.6 A

None 80.1 0.80 0.17 3.1 0.0 3.1 A

None

8 m15

None 11.8 0.12 0.52 51.5 0.0 51.5 D 40.7 D 52 86 284

None 24.0 0.24 0.68 37.1 0.0 37.1 D

0 12

C-Max 80.0 0.80 0.54 5.5 0.0 5.5 A 5.2 A 96 117 428

None 11.6 0.12 0.27 30.2 0.0 30.2 C 30.2 C 20 53 268

55 985 0 0 0 0.10

120 672 0 0 0 0.13

1165 0 0 0 0.61

788 NA 6

0 Perm

2 2

105 442 0 0 0 0.03

102 Perm

90 pm+pt 1 6 1

2 m5

705 NA 2

3 3

1451 0 0 0 0.54

85 262 NA pm+ov 3 1 3 3 1

495 0 0 0 0.17

130 166 110 562 0 0 0 0.47

0 Perm 7 7

54 NA 7

563 0 0 0 0.10

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

2: Beach Dr/Pease Ln & Montauk Hwy Timings m

No Build 2024 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

Saturday Midday

4.7

Approach HCM Control Delay, s HCM LOS

No Build 2024 Summer

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

678 39 678 39 0 0 Free Free - None 0 0 93 93 2 2 729 42

52 52 0 Free 105 88 2 59

651 5 651 5 0 0 Free Free - None 0 0 88 88 2 2 740 6

15 15 0 Stop 57 1 26

0 80 0 80 0 0 Stop Stop - None 0 0 57 57 1 1 0 140

0 0 0 Stop 41 4 0

0 4 0 4 0 0 Stop Stop - None 0 0 0 41 41 4 4 0 10

0 -

Major2 0 771 - 4.12 - 2.218 844 844 -

EB 0

0 -

WB 0.7

NBLn1 246 0.678 45.7 E 4.4

EBT -

EBR -

Minor1 Minor2 0 1616 1614 750 750 750 866 864 - 7.11 6.51 6.21 - 6.11 5.51 - 6.11 5.51 - 3.509 4.009 3.309 84 104 413 0 405 420 0 349 373 0 78 97 413 78 97 405 420 317 347 NB 45.7 E

WBL 844 0.07 9.6 A 0.2

SBR

743 - 6.24 - 3.336 0 412 0 0 -

412 -

SB 14 B

WBT WBR SBLn1 412 - 0.024 14 B 0.1

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings

No Build 2024 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

18 18 1770 0.342 637

614 614 1774

66 66 0

593 593 1775

63 63 0

19 19 0

56 56 0

1775 10

1615 55

7 7 1954 0.829 1660 41

52 52 0

5 5 1828 0.644 1224

39 39 1615

1774 10

22 22 1770 0.333 620

0.91 100% 2% 0

0.90 100% 2% 0

0.71 100% 0% 0

0.87 100% 1% 0

0% 20 Perm

748 NA 2

0% 0

24 Perm

729 NA 6

0% 0

0 Perm

0% 55 Perm

0 Perm

3 3

7 7

132 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 77.2 0.77 0.04 4.3 0.0 4.3 A

C-Max 77.2 0.77 0.55 9.7 0.0 9.7 A 9.6 A 251 510 769

C-Max 77.2 0.77 0.05 2.3 0.0 2.3 A

C-Max 77.2 0.77 0.53 3.8 0.1 3.9 A 3.8 A 69 89 179

None

None 10.9 0.11 0.26 43.7 0.0 43.7 D 24.9 C 20 37 283

None 10.9 0.11 0.25 13.3 0.0 13.3 B

None

None 10.9 0.11 0.61 40.3 0.0 40.3 D 40.3 D 56 105 313

4 m5 95 491 0 0 0 0.04

1372 0 0 0 0.55

2 m4 55 478 0 0 0 0.05

3 3

34 NA 3

1373 104 0 0 0.57

323 0 0 0 0.11

0 20 65 466 0 0 0 0.12

468 0 0 0 0.28

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 10.2 Intersection LOS: B Intersection Capacity Utilization 61.7% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

4: West Site Access/Keith Ln & Montauk Hwy Timings m

No Build 2024 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings

No Build 2024 Summer Saturday Midday

EBT

EBR

WBL

WBT

NBL

NBR

627 627 1786

37 37 0

571 571 1801

64 64 1982 0.970 1982 30

39 39 0

1786 6

22 22 1770 0.326 607

0.88 100% 2% 0

0.89 100% 2% 0

0.86 100% 0% 0

642 NA 6

119 Prot 3

0% 755 NA 2

25 Perm

1801

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.4 0.76 0.55 4.5 0.0 4.5 A 4.5 A 76 92 1011

C-Max 76.4 0.76 0.05 5.4 0.0 5.4 A

C-Max 76.4 0.76 0.47 9.2 0.0 9.2 A 9.0 A 194 399 769

None 11.7 0.12 0.46 36.1 0.0 36.1 D 36.1 D 54 99 355

1375 0 0 0 0.47

545 0 0 0 0.22

1365 0 0 0 0.55

3 m12 85 463 0 0 0 0.05

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 8.9 Intersection LOS: A Intersection Capacity Utilization 53.5% ICU Level of Service A Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

5: Secatogue Ln & Montauk Hwy Timings m

No Build 2024 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

No Build 2024 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

2 2 1770 0.240 447

638 638 1795

13 13 0

0 0 0

634 634 1876

16 16 0

6 6 0

25 25 0

2 2 0

1876 1

1 1 1805 0.950 1805

0 0 1615

1795 1

0 0 1846 0.990 1846

1615

0.88 100% 2% 0

0.85 100% 1% 0

0.69 100% 0% 0

0.58 100% 0% 0

0% 2 pm+pt 5 2 5

740 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

None 80.6 0.81 0.00 5.5 0.0 5.5 A 0 3 125 479 0 0 0 0.00

0% 0

765 NA 6

0% 0

0 Split 3

45 NA 3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

C-Max 82.6 0.83 0.50 7.5 0.0 7.5 A 7.5 A 151 407 370

C-Max 79.9 0.80 0.51 7.5 0.0 7.5 A 7.5 A 132 #612 1011

None

1483 0 0 0 0.50

1499 0 0 0 0.51

Lead

0% 0

2 Split 4

3 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 8.9 0.09 0.28 46.1 0.0 46.1 D 46.1 D 27 46 257

None 6.8 0.07 0.02 44.0 0.0 44.0 D

None 6.8 0.07 0.03 44.0 0.0 44.0 D 44.0 D 2 7 311

441 0 0 0 0.10

196 0 0 0 0.01

1 5

176 0 0 0 0.02

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay: 8.8 Intersection LOS: A Intersection Capacity Utilization 53.7% ICU Level of Service A Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings #

No Build 2024 Summer Saturday Midday

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 09/17/2020

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Build 2024 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

7 7 1646 0.259 449

924 924 3269

46 46 0

910 910 3256

71 71 0

49 49 0

77 77 0

3256 21

1370 112

5 5 1905 0.728 1439 11

21 21 0

7 7 1544 0.723 1166

71 71 1370

3269 5

61 61 1703 0.227 407

0.96 100% 6% 0

0.89 100% 6% 0

0.69 100% 10% 0

0.84 100% 6% 0

0% 7 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 64.9 0.65 0.02 13.0 0.0 13.0 B

C-Max 64.9 0.65 0.48 12.6 0.0 12.6 B 12.6 B 156 m262 143

None 76.4 0.76 0.17 4.3 0.0 4.3 A

C-Max 75.1 0.75 0.45 5.5 0.0 5.5 A 5.4 A 118 159 298

None

None 12.0 0.12 0.58 57.9 0.0 57.9 E 31.8 C 49 72 283

None 12.0 0.12 0.39 11.2 0.0 11.2 B

None

None 12.0 0.12 0.68 56.5 0.0 56.5 E 56.5 E 68 117 199

2122 0 0 0 0.48

9 20 225 829 0 0 0 0.08

1102 NA 6

0 Perm 3 3

2450 0 0 0 0.45

81 NA 3

2 2

90 291 0 0 0 0.02

69 pm+pt 1 6 1

1 m4

1011 NA 2

103 Perm

0 Perm

3 3

8 8

167 0 0 0 0.49

0 16 45 293 0 0 0 0.35

123 NA 8

216 0 0 0 0.57

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 65.1% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Build 2024 Summer AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

18 18 1703 0.252 452

756 756 1733

42 42 1422

751 751 1724

28 28 0

84 84 0

27 27 0

1724 3

1312 36

28 28 1958 0.847 1687 22

21 21 0

1422 83

1 1 1471 0.656 1012

133 133 1312

1733

146 146 1703 0.135 242

0.88 100% 6% 0

0.83 100% 6% 0

0.68 100% 19% 0

0.73 100% 4% 0

0% 20 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 57.1 0.57 0.08 12.6 0.0 12.6 B

C-Max 57.1 0.57 0.87 26.2 0.0 26.2 C 24.6 C 195 #837 242

C-Max 57.1 0.57 0.06 1.2 0.0 1.2 A

None 72.1 0.72 0.59 19.4 0.0 19.4 B

None

19 57

None 17.3 0.17 0.71 59.5 0.0 59.5 E 37.5 D 76 90 284

None 31.6 0.32 0.45 23.4 0.0 23.4 C

0 m1

C-Max 70.8 0.71 0.77 13.7 0.3 14.0 B 14.8 B 385 588 428

None 17.3 0.17 0.34 29.4 0.0 29.4 C 29.4 C 46 66 268

55 847 0 0 0 0.06

120 481 0 0 0 0.37

990 0 0 0 0.87

939 NA 6

0 Perm

2 2

105 258 0 0 0 0.08

48 Perm

176 pm+pt 1 6 1

4 m10

859 NA 2

3 3

1220 0 41 0 0.80

125 196 NA pm+ov 3 1 3 3 1

358 0 0 0 0.35

81 77 110 596 0 0 0 0.33

0 Perm 7 7

104 NA 7

611 0 0 0 0.17

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 22.1 Intersection LOS: C Intersection Capacity Utilization 75.8% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 Summer AM Peak

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

AM Peak

Approach HCM Control Delay, s HCM LOS

Build 2024 Summer

EBT

EBR

791 40 791 40 0 0 Free Free - None 0 0 90 90 6 6 879 44

0 -

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

30 836 7 30 836 7 0 0 0 Free Free Free - None 105 0 0 81 81 81 6 6 6 37 1032 9

0 0 0 Stop 59 3 0

0 25 0 25 0 0 Stop Stop - None 0 0 0 59 59 3 3 0 42

0 0 0 Stop 75 4 0

0 36 0 36 0 0 Stop Stop - None 0 0 0 75 75 4 4 0 48

Minor1 0 0 0 0 -

Minor2 901 - 6.23 - 3.327 0 335 0 0 0 0 0

- 1037 - 6.24 - 3.336 0 278 0 0 -

NB 17.3 C

SB 20.6 C

Major2 0 923 - 4.16 - 2.254 724 724 -

EB 0

0 -

WB 0.4

NBLn1 335 0.126 17.3 C 0.4

EBT -

EBR WBL 724 - 0.051 - 10.2 B 0.2

335 -

SBR

278 -

WBT WBR SBLn1 278 - 0.173 - 20.6 C 0.6

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

31 31 1703 0.216 387

700 700 1708

74 74 0

694 694 1680

60 60 0

94 94 0

82 82 0

1680 8

1599 143

0 0 1892 0.606 1178 40

68 68 0

26 26 1810 0.641 1206

97 97 1599

1708 10

89 89 1671 0.231 406

0.90 100% 6% 0

0.85 100% 8% 0

0.66 100% 1% 0

0.79 100% 4% 0

0% 34 Perm

860 NA 2

0% 0

105 Perm

887 NA 6

0% 0

0 Perm

0% 147 Perm

0 Perm

3 3

7 7

190 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 68.5 0.68 0.13 8.3 0.0 8.3 A

C-Max 68.5 0.68 0.73 17.8 0.0 17.8 B 17.5 B 468 611 769

C-Max 68.5 0.68 0.38 7.8 0.0 7.8 A

C-Max 68.5 0.68 0.77 11.7 0.7 12.3 B 11.8 B 219 307 179

None

None 19.6 0.20 0.77 58.0 0.0 58.0 E 35.5 D 110 117 283

None 19.6 0.20 0.34 7.9 0.0 7.9 A

None

None 19.6 0.20 0.72 44.4 0.0 44.4 D 44.4 D 90 129 313

6 m17 95 264 0 0 0 0.13

1172 4 0 0 0.74

14 m21 55 278 0 0 0 0.38

3 3

181 NA 3

1152 71 0 0 0.82

318 0 0 0 0.57

2 16 65 527 0 0 0 0.28

340 0 0 0 0.56

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 19.7 Intersection LOS: B Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings m

Build 2024 Summer AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings

Build 2024 Summer AM Peak

EBT

EBR

WBL

WBT

NBL

NBR

707 707 1714

61 61 0

775 775 1701

64 64 1882 0.972 1882 35

46 46 0

1714 8

28 28 1671 0.264 464

0.88 100% 6% 0

0.93 100% 8% 0

0.78 100% 5% 0

833 NA 6

141 Prot 3

0% 872 NA 2

30 Perm

1701

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 75.5 0.76 0.67 7.3 0.0 7.4 A 7.4 A 70 183 1011

C-Max 75.5 0.76 0.09 4.1 0.0 4.1 A

C-Max 75.5 0.76 0.65 12.0 0.3 12.3 B 12.0 B 388 553 769

None 12.6 0.13 0.53 37.4 0.0 37.4 D 37.4 D 64 98 355

1284 95 0 0 0.70

522 0 0 0 0.27

1296 0 12 0 0.68

6 m6 85 350 0 0 0 0.09

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 11.8 Intersection LOS: B Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings m

Build 2024 Summer AM Peak

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 Summer AM Peak

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

49 49 1687 0.073 130

736 736 1698

57 57 0

0 0 0

852 852 1772

11 11 0

43 43 0

12 12 0

20 20 0

1772 1

20 20 1583 0.950 1583

0 0 1417

1698 5

0 0 1759 0.962 1759

1417

0.87 100% 7% 0

0.88 100% 7% 0

0.66 100% 11% 0

0.48 100% 14% 0

0% 56 pm+pt 5 2 5

912 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

None 65.5 0.66 0.27 12.9 0.0 12.9 B 14 34 125 227 0 0 0 0.25

0% 0

981 NA 6

0% 0

0 Split 3

83 NA 3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

C-Max 65.9 0.66 0.81 25.8 0.0 25.8 C 25.1 C 473 #818 370

C-Max 53.6 0.54 1.03 62.9 0.0 62.9 E 62.9 E ~815 #1099 1011

None

1120 0 0 0 0.81

950 0 0 0 1.03

Lead

0% 0

42 Split 4

42 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 11.0 0.11 0.43 47.6 0.0 47.6 D 47.6 D 50 67 256

None 9.4 0.09 0.28 46.0 0.0 46.0 D

None 9.4 0.09 0.32 47.7 0.0 47.7 D 46.9 D 26 30 309

420 0 0 0 0.20

178 0 0 0 0.24

25 30

159 0 0 0 0.26

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 125 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 44.3 Intersection LOS: D Intersection Capacity Utilization 67.3% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 Summer AM Peak

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Build 2024 Summer 03/04/2021

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

16 16 1678 0.239 422

1112 1112 3339

42 42 0

937 937 3337

103 103 0

51 51 0

42 42 0

3337 22

1383 140

14 14 1965 0.741 1498 12

18 18 0

14 14 1565 0.734 1194

91 91 1383

3339 3

124 124 1752 0.114 210

0.79 100% 4% 0

0.88 100% 3% 0

0.65 100% 9% 0

0.92 100% 3% 0

0% 20 Perm

10.0 31.3 43.0 35.8% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 47.0 39.2% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 90.0 75.0% 4.3 3.0 0.0 7.3

5.0 29.6 30.0 25.0% 3.6 2.0

5.0 29.6 30.0 25.0% 3.6 2.0 0.0 5.6

5.0 10.6 30.0 25.0% 3.6 2.0

5.0 10.6 30.0 25.0% 3.6 2.0 0.0 5.6

C-Max 77.3 0.64 0.07 10.8 0.0 10.8 B

C-Max 77.3 0.64 0.68 12.6 0.0 12.6 B 12.5 B 192 305 143

None 93.1 0.78 0.52 11.8 0.0 11.8 B

C-Max 91.8 0.76 0.46 6.2 0.0 6.2 A 6.8 A 145 225 298

None

None 15.3 0.13 0.66 69.1 0.0 69.1 E 36.1 D 75 88 283

None 15.3 0.13 0.47 12.5 0.0 12.5 B

None

None 15.3 0.13 0.40 45.2 0.0 45.2 D 45.2 D 50 94 199

2152 0 0 0 0.68

22 53 225 689 0 0 0 0.20

1182 NA 6

0 Perm 3 3

2558 0 0 0 0.46

100 NA 3

2 2

90 271 0 0 0 0.07

141 pm+pt 1 6 1

4 m13

1461 NA 2

140 Perm

0 Perm

3 3

8 8

242 0 0 0 0.41

0 14 45 392 0 0 0 0.36

81 NA 8

314 0 0 0 0.26

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Build 2024 Summer 03/04/2021

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 Summer 03/04/2021

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1752 0.354 653

754 754 1783

65 65 1463

749 749 1759

19 19 0

78 78 0

35 35 0

1759 2

1459 89

2 2 1943 0.691 1383 26

23 23 0

1463 69

12 12 1644 0.737 1265

158 158 1459

1783

108 108 1736 0.217 396

0.93 100% 3% 0

0.99 100% 4% 0

0.70 100% 7% 0

0.88 100% 2% 0

0% 12 Perm

2 2

10.0 28.3 58.0 48.3% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 79.0 65.8% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 34.2% 3.6 2.0

5.0 29.6 41.0 34.2% 3.6 2.0 0.0 5.6

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 34.2% 3.6 2.0

5.0 10.6 41.0 34.2% 3.6 2.0 0.0 5.6

C-Max 78.1 0.65 0.03 8.5 0.0 8.5 A

C-Max 78.1 0.65 0.70 14.9 0.7 15.6 B 14.5 B 249 594 242

C-Max 78.1 0.65 0.07 2.6 0.0 2.6 A

None 91.8 0.76 0.28 5.0 0.0 5.0 A

None

13 27

None 17.6 0.15 0.69 66.5 0.0 66.5 E 40.3 D 95 114 284

None 30.6 0.26 0.52 25.5 0.0 25.5 C

2 m7

C-Max 90.5 0.75 0.59 6.8 0.1 6.9 A 6.6 A 144 180 428

None 17.6 0.15 0.30 31.7 0.0 31.7 C 31.7 C 29 66 268

55 976 0 0 0 0.07

120 481 0 0 0 0.23

1161 120 0 0 0.78

776 NA 6

0 Perm

2 2

105 425 0 0 0 0.03

70 Perm

109 pm+pt 1 6 1

3 m6

811 NA 2

3 3

1326 0 59 0 0.61

128 226 NA pm+ov 3 1 3 3 1

373 0 0 0 0.34

91 95 110 537 0 0 0 0.42

0 Perm 7 7

68 NA 7

426 0 0 0 0.16

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 16.0 Intersection LOS: B Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings m

Build 2024 Summer 03/04/2021

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

03/04/2021

0.9

Approach HCM Control Delay, s HCM LOS

Build 2024 Summer

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

795 92 795 92 0 0 Free Free - None 0 0 93 93 3 3 855 99

31 31 0 Free 105 95 4 33

846 15 846 15 0 0 Free Free - None 0 0 95 95 4 4 891 16

0 0 0 Stop 79 1 0

0 35 0 35 0 0 Stop Stop - None 0 0 0 79 79 1 1 0 44

0 0 0 Stop 65 3 0

0 25 0 25 0 0 Stop Stop - None 0 0 0 65 65 3 3 0 38

Minor1 0 0 0 0 -

Minor2 905 - 6.21 - 3.309 0 336 0 0 0 0 0

899 - 6.23 - 3.327 0 336 0 0 -

NB 17.3 C

SB 17.1 C

0 -

Major2 0 954 - 4.14 - 2.236 712 712 -

EB 0

0 -

WB 0.4

NBLn1 336 0.132 17.3 C 0.5

EBT -

EBR WBL 712 - 0.046 - 10.3 B 0.1

336 -

SBR

336 -

WBT WBR SBLn1 336 - 0.114 - 17.1 C 0.4

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 Summer 03/04/2021

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

28 28 1736 0.238 435

633 633 1740

72 72 0

736 736 1741

76 76 0

181 181 0

48 48 0

1741 10

1599 121

0 0 1900 0.527 1026 40

51 51 0

27 27 1802 0.659 1240

181 181 1599

1740 11

60 60 1736 0.262 479

0.88 100% 4% 0

0.96 100% 4% 0

0.89 100% 1% 0

0.83 100% 3% 0

0% 32 Perm

801 NA 2

0% 0

63 Perm

846 NA 6

0% 0

0 Perm

0% 203 Perm

0 Perm

3 3

7 7

119 NA 7

2 2

6 6

10.0 16.3 88.0 73.3% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 26.7% 3.6 2.0

5.0 25.6 32.0 26.7% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 26.7% 3.6 2.0

5.0 10.6 32.0 26.7% 3.6 2.0 0.0 5.6

C-Max 83.2 0.69 0.11 11.1 0.0 11.1 B

C-Max 83.2 0.69 0.66 15.7 0.4 16.1 B 15.9 B 223 607 769

C-Max 83.2 0.69 0.19 6.0 0.0 6.0 A

C-Max 83.2 0.69 0.70 13.2 0.3 13.5 B 13.0 B 472 448 179

None

None 24.9 0.21 0.91 83.6 0.0 83.6 F 54.3 D 175 #312 283

None 24.9 0.21 0.48 20.7 0.0 20.7 C

None

None 24.9 0.21 0.49 34.4 0.0 34.4 C 34.4 C 52 101 313

6 m25 95 301 0 0 0 0.11

1210 104 55 0 0.72

14 m15 55 332 0 0 0 0.19

3 3

233 NA 3

1210 60 0 0 0.74

272 0 0 0 0.86

53 124 65 446 0 3 0 0.46

256 0 1 0 0.47

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 29 (24%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 23.0 Intersection LOS: C Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 Summer 03/04/2021

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings

Build 2024 Summer 03/04/2021

EBT

EBR

WBL

WBT

NBL

NBR

701 701 1750

48 48 0

865 865 1766

35 35 1914 0.967 1914 18

17 17 0

1750 7

40 40 1736 0.317 579

0.91 100% 4% 0

0.96 100% 4% 0

0.90 100% 4% 0

901 NA 6

58 Prot 3

0% 823 NA 2

42 Perm

1766

6 6

10.0 16.3 91.0 75.8% 4.3 2.0 0.0 6.3

10.0 27.6 29.0 24.2% 3.6 2.0 0.0 5.6

C-Max 102.0 0.85 0.55 8.8 0.0 8.8 A 8.8 A 170 565 1011

C-Max 102.0 0.85 0.09 3.8 0.0 3.8 A

C-Max 102.0 0.85 0.60 8.4 0.4 8.7 A 8.5 A 326 479 769

None 10.5 0.09 0.32 42.1 0.0 42.1 D 42.1 D 30 71 355

1500 188 0 0 0.69

387 0 0 0 0.15

1488 0 0 0 0.55

8 m11 85 492 0 0 0 0.09

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 97 (81%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 9.7 Intersection LOS: A Intersection Capacity Utilization 63.8% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings m

Build 2024 Summer 03/04/2021

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 Summer 03/04/2021

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

2 2 1752 0.160 295

792 792 1776

21 21 0

0 0 0

866 866 1825

8 8 0

32 32 0

4 4 0

10 10 0

1825

3 3 1687 0.950 1687

0 0 1509

1776 2

0 0 1970 0.958 1970

1509

0.93 100% 3% 0

0.93 100% 4% 0

0.69 100% 0% 0

0.79 100% 7% 0

0% 2 pm+pt 5 2 5

875 NA 2 2

3.0 10.0 16.0 13.3% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 74.0 61.7% 4.3 4.0 0.0 8.3

None 93.9 0.78 0.01 6.5 0.0 6.5 A 0 3 125 340 0 0 0 0.01

0% 0

940 NA 6

0% 0

0 Split 3

52 NA 3

10.0 35.3 58.0 48.3% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 25.0% 3.6 2.5

C-Max 94.3 0.79 0.63 11.6 0.0 11.6 B 11.6 B 214 618 370

C-Max 91.5 0.76 0.68 21.4 0.0 21.4 C 21.4 C 424 #1014 1011

None

1395 0 0 0 0.63

1392 0 0 0 0.68

Lead

0% 0

4 Split 4

13 NA 4

5.0 28.1 30.0 25.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 16.0 13.3% 3.6 2.5 0.0 6.1 Lag

None 9.5 0.08 0.33 57.2 0.0 57.2 E 57.2 E 39 60 257

None 7.7 0.06 0.04 52.7 0.0 52.7 D

None 7.7 0.06 0.14 55.6 0.0 55.6 E 54.9 D 10 27 311

392 0 0 0 0.13

139 0 0 0 0.03

3 12

124 0 0 0 0.10

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 14 (12%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 18.2 Intersection LOS: B Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings #

Build 2024 Summer 03/04/2021

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Build 2024 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

18 18 1728 0.299 544

825 825 3431

38 38 0

764 764 3441

20 20 0

22 22 0

73 73 0

3441 7

1478 112

14 14 1984 0.782 1603 12

24 24 0

3 3 1666 0.696 1210

58 58 1478

3431 4

56 56 1787 0.260 489

0.95 100% 1% 0

0.82 100% 1% 0

0.83 100% 2% 0

0.77 100% 2% 0

0% 19 Perm

10.0 31.3 34.0 34.0% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 46.0 46.0% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 80.0 80.0% 4.3 3.0 0.0 7.3

5.0 29.6 20.0 20.0% 3.6 2.0

5.0 29.6 20.0 20.0% 3.6 2.0 0.0 5.6

5.0 10.6 20.0 20.0% 3.6 2.0

5.0 10.6 20.0 20.0% 3.6 2.0 0.0 5.6

C-Max 64.7 0.65 0.05 8.1 0.0 8.1 A

C-Max 64.7 0.65 0.41 7.4 0.0 7.4 A 7.4 A 86 199 143

None 76.1 0.76 0.15 4.1 0.0 4.1 A

C-Max 74.8 0.75 0.37 5.0 0.0 5.0 A 5.0 A 97 114 298

None

None 12.3 0.12 0.21 41.9 0.0 41.9 D 16.0 B 18 42 283

None 12.3 0.12 0.25 4.5 0.0 4.5 A

None

None 12.3 0.12 0.70 55.9 0.0 55.9 E 55.9 E 81 120 199

2219 0 0 0 0.41

9 18 225 891 0 0 0 0.08

956 NA 6

0 Perm 3 3

2576 0 0 0 0.37

31 NA 3

2 2

90 351 0 0 0 0.05

68 pm+pt 1 6 1

2 m9

908 NA 2

70 Perm

0 Perm

3 3

8 8

174 0 0 0 0.18

0 8 45 308 0 0 0 0.23

144 NA 8

241 0 0 0 0.60

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 93 (93%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 9.8 Intersection LOS: A Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Build 2024 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1770 0.362 674

699 699 1801

84 84 1478

659 659 1813

15 15 0

29 29 0

28 28 0

1813 2

1501 36

3 3 1949 0.794 1592 20

18 18 0

1478 83

12 12 1706 0.832 1469

181 181 1501

1801

89 89 1787 0.250 470

0.91 100% 2% 0

0.84 100% 1% 0

0.82 100% 4% 0

0.90 100% 2% 0

0% 12 Perm

2 2

10.0 28.3 33.0 33.0% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 59.0 59.0% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 41.0% 3.6 2.0

5.0 29.6 41.0 41.0% 3.6 2.0 0.0 5.6

5.0 10.0 26.0 26.0% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 41.0% 3.6 2.0

5.0 10.6 41.0 41.0% 3.6 2.0 0.0 5.6

C-Max 67.6 0.68 0.03 6.5 0.0 6.5 A

C-Max 67.6 0.68 0.63 11.4 0.0 11.4 B 10.3 B 174 238 242

C-Max 67.6 0.68 0.09 2.0 0.0 2.0 A

None 82.7 0.83 0.21 2.8 0.0 2.8 A

None

9 15

None 8.9 0.09 0.38 50.5 0.0 50.5 D 39.6 D 31 59 284

None 21.1 0.21 0.64 37.1 0.0 37.1 D

0 m11

C-Max 82.7 0.83 0.54 4.9 0.0 4.9 A 4.6 A 78 109 428

None 8.9 0.09 0.34 35.0 0.0 35.0 C 35.0 C 21 57 268

55 1025 0 0 0 0.09

120 665 0 0 0 0.16

1217 0 0 0 0.63

803 NA 6

0 Perm

2 2

105 455 0 0 0 0.03

92 Perm

106 pm+pt 1 6 1

2 m5

768 NA 2

3 3

1499 0 0 0 0.54

50 221 NA pm+ov 3 1 3 3 1

520 0 0 0 0.10

107 145 110 523 0 0 0 0.42

0 Perm 7 7

54 NA 7

576 0 0 0 0.09

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 98 (98%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 12.3 Intersection LOS: B Intersection Capacity Utilization 68.6% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings m

Build 2024 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

3: East Site Access/Milligan Ln & Montauk Hwy HCM 6th TWSC Intersection Int Delay, s/veh

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

Saturday Midday

1.1

Approach HCM Control Delay, s HCM LOS

Build 2024 Summer

EBT

EBR

WBL

WBT WBR

NBL

NBT

NBR

SBL

SBT

759 46 759 46 0 0 Free Free - None 0 0 93 93 2 2 816 49

28 28 0 Free 105 88 2 32

659 5 659 5 0 0 Free Free - None 0 0 88 88 2 2 749 6

0 0 0 Stop 57 1 0

0 47 0 47 0 0 Stop Stop - None 0 0 0 57 57 1 1 0 82

0 0 0 Stop 41 4 0

0 4 0 4 0 0 Stop Stop - None 0 0 0 41 41 4 4 0 10

Minor1 0 0 0 0 -

Minor2 841 - 6.21 - 3.309 0 366 0 0 0 0 0

752 - 6.24 - 3.336 0 407 0 0 -

NB 17.7 C

SB 14.1 B

0 -

Major2 0 865 - 4.12 - 2.218 778 778 -

EB 0

0 -

WB 0.4

NBLn1 366 0.225 17.7 C 0.9

EBT -

EBR WBL 778 - 0.041 9.8 A 0.1

366 -

SBR

407 -

WBT WBR SBLn1 407 - 0.024 - 14.1 B 0.1

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

18 18 1770 0.351 654

612 612 1768

85 85 0

550 550 1774

63 63 0

78 78 0

56 56 0

1774 11

1615 182

7 7 1954 0.771 1544 41

52 52 0

5 5 1814 0.625 1188

129 129 1615

1768 13

58 58 1770 0.306 570

0.91 100% 2% 0

0.90 100% 2% 0

0.71 100% 0% 0

0.87 100% 1% 0

0% 20 Perm

766 NA 2

0% 0

64 Perm

681 NA 6

0% 0

0 Perm

0% 182 Perm

0 Perm

3 3

7 7

132 NA 7

2 2

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

5.0 25.6 32.0 32.0% 3.6 2.0

5.0 25.6 32.0 32.0% 3.6 2.0 0.0 5.6

5.0 10.6 32.0 32.0% 3.6 2.0

5.0 10.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 73.2 0.73 0.04 6.3 0.0 6.3 A

C-Max 73.2 0.73 0.59 13.0 0.0 13.0 B 12.8 B 294 536 769

C-Max 73.2 0.73 0.15 3.3 0.0 3.3 A

C-Max 73.2 0.73 0.52 4.5 0.1 4.7 A 4.5 A 46 166 179

None

None 14.9 0.15 0.66 56.9 0.0 56.9 E 27.8 C 72 92 283

None 14.9 0.15 0.46 9.2 0.0 9.2 A

None

None 14.9 0.15 0.50 31.9 0.0 31.9 C 31.9 C 53 98 313

5 m8 95 478 0 0 0 0.04

1297 0 0 0 0.59

5 m12 55 417 0 0 0 0.15

3 3

117 NA 3

1301 102 0 0 0.57

313 0 0 0 0.37

0 22 65 560 0 0 0 0.33

437 0 0 0 0.30

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 5 (5%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 13.2 Intersection LOS: B Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings m

Build 2024 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings

Build 2024 Summer Saturday Midday

EBT

EBR

WBL

WBT

NBL

NBR

644 644 1788

37 37 0

587 587 1801

64 64 1982 0.970 1982 30

39 39 0

1788 5

22 22 1770 0.316 589

0.88 100% 2% 0

0.89 100% 2% 0

0.86 100% 0% 0

660 NA 6

119 Prot 3

0% 774 NA 2

25 Perm

1801

6 6

10.0 16.3 68.0 68.0% 4.3 2.0 0.0 6.3

10.0 27.6 32.0 32.0% 3.6 2.0 0.0 5.6

C-Max 76.4 0.76 0.57 4.6 0.0 4.6 A 4.6 A 78 93 1011

C-Max 76.4 0.76 0.06 4.9 0.0 4.9 A

C-Max 76.4 0.76 0.48 8.7 0.0 8.7 A 8.5 A 210 370 769

None 11.7 0.12 0.46 36.1 0.0 36.1 D 36.1 D 54 99 355

1375 0 0 0 0.48

545 0 0 0 0.22

1366 0 0 0 0.57

3 m11 85 449 0 0 0 0.06

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 50 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 8.7 Intersection LOS: A Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings m

Build 2024 Summer Saturday Midday

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 Summer Saturday Midday

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

2 2 1770 0.230 428

655 655 1795

13 13 0

0 0 0

650 650 1876

16 16 0

6 6 0

25 25 0

2 2 0

1876 1

1 1 1805 0.950 1805

0 0 1615

1795 1

0 0 1846 0.990 1846

1615

0.88 100% 2% 0

0.85 100% 1% 0

0.69 100% 0% 0

0.58 100% 0% 0

0% 2 pm+pt 5 2 5

759 NA 2 2

3.0 10.0 16.0 16.0% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 53.0 53.0% 4.3 4.0 0.0 8.3

None 80.6 0.81 0.00 5.5 0.0 5.5 A 0 3 125 465 0 0 0 0.00

0% 0

784 NA 6

0% 0

0 Split 3

45 NA 3

10.0 35.3 37.0 37.0% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 30.0% 3.6 2.5

C-Max 82.6 0.83 0.51 7.8 0.0 7.8 A 7.7 A 157 425 370

C-Max 79.9 0.80 0.52 9.2 0.0 9.2 A 9.2 A 142 #636 1011

None

1483 0 0 0 0.51

1499 0 0 0 0.52

Lead

0% 0

2 Split 4

3 NA 4

5.0 28.1 30.0 30.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 17.0 17.0% 3.6 2.5 0.0 6.1 Lag

None 8.9 0.09 0.28 46.1 0.0 46.1 D 46.1 D 27 46 257

None 6.8 0.07 0.02 44.0 0.0 44.0 D

None 6.8 0.07 0.03 44.0 0.0 44.0 D 44.0 D 2 7 311

441 0 0 0 0.10

196 0 0 0 0.01

1 5

176 0 0 0 0.02

Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 9.7 Intersection LOS: A Intersection Capacity Utilization 54.6% ICU Level of Service A Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings #

Build 2024 Summer Saturday Midday

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings

Build 2024 Summer with Mitigation 03/04/2021

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

16 16 1678 0.239 422

1112 1112 3339

42 42 0

937 937 3337

103 103 0

51 51 0

42 42 0

3337 22

1383 140

14 14 1965 0.741 1498 12

18 18 0

14 14 1565 0.734 1194

91 91 1383

3339 3

124 124 1752 0.114 210

0.79 100% 4% 0

0.88 100% 3% 0

0.65 100% 9% 0

0.92 100% 3% 0

0% 20 Perm

10.0 31.3 43.0 35.8% 4.3 3.0 0.0 7.3 Lag

3.0 9.0 47.0 39.2% 3.0 3.0 0.0 6.0 Lead

10.0 17.3 90.0 75.0% 4.3 3.0 0.0 7.3

5.0 29.6 30.0 25.0% 3.6 2.0

5.0 29.6 30.0 25.0% 3.6 2.0 0.0 5.6

5.0 10.6 30.0 25.0% 3.6 2.0

5.0 10.6 30.0 25.0% 3.6 2.0 0.0 5.6

C-Max 77.3 0.64 0.07 10.9 0.0 10.9 B

C-Max 77.3 0.64 0.68 12.7 0.0 12.7 B 12.7 B 192 305 143

None 93.1 0.78 0.52 11.8 0.0 11.8 B

C-Max 91.8 0.76 0.46 6.2 0.0 6.2 A 6.8 A 145 225 298

None

None 15.3 0.13 0.66 69.1 0.0 69.1 E 36.1 D 75 88 283

None 15.3 0.13 0.47 12.5 0.0 12.5 B

None

None 15.3 0.13 0.40 45.2 0.0 45.2 D 45.2 D 50 94 199

2152 0 0 0 0.68

22 53 225 689 0 0 0 0.20

1182 NA 6

0 Perm 3 3

2558 0 0 0 0.46

100 NA 3

2 2

90 271 0 0 0 0.07

141 pm+pt 1 6 1

4 m13

1461 NA 2

140 Perm

0 Perm

3 3

8 8

242 0 0 0 0.41

0 14 45 392 0 0 0 0.36

81 NA 8

314 0 0 0 0.26

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

1: Snedecor Ave/Pat Dr & Montauk Hwy Timings m

Build 2024 Summer with Mitigation 03/04/2021

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

1: Snedecor Ave/Pat Dr & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings

Build 2024 Summer with Mitigation 03/04/2021

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1752 0.354 653

754 754 1783

65 65 1463

749 749 1759

19 19 0

78 78 0

35 35 0

1759 2

1459 89

2 2 1943 0.691 1383 26

23 23 0

1463 69

12 12 1644 0.737 1265

158 158 1459

1783

108 108 1736 0.217 396

0.93 100% 3% 0

0.99 100% 4% 0

0.70 100% 7% 0

0.88 100% 2% 0

0% 12 Perm

2 2

10.0 28.3 58.0 48.3% 4.3 2.0 0.0 6.3 Lag

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

10.0 16.3 79.0 65.8% 4.3 2.0 0.0 6.3

5.0 29.6 41.0 34.2% 3.6 2.0

5.0 29.6 41.0 34.2% 3.6 2.0 0.0 5.6

5.0 10.0 21.0 17.5% 3.0 2.0 0.0 5.0 Lead

5.0 10.6 41.0 34.2% 3.6 2.0

5.0 10.6 41.0 34.2% 3.6 2.0 0.0 5.6

C-Max 78.1 0.65 0.03 8.5 0.0 8.5 A

C-Max 78.1 0.65 0.70 14.5 0.7 15.2 B 14.1 B 247 540 242

C-Max 78.1 0.65 0.07 2.6 0.0 2.6 A

None 91.8 0.76 0.28 5.0 0.0 5.0 A

None

13 27

None 17.6 0.15 0.69 66.5 0.0 66.5 E 40.3 D 95 114 284

None 30.6 0.26 0.52 25.5 0.0 25.5 C

2 m7

C-Max 90.5 0.75 0.59 6.8 0.2 6.9 A 6.7 A 144 180 428

None 17.6 0.15 0.30 31.7 0.0 31.7 C 31.7 C 29 66 268

55 976 0 0 0 0.07

120 481 0 0 0 0.23

1161 121 0 0 0.78

776 NA 6

0 Perm

2 2

105 425 0 0 0 0.03

70 Perm

109 pm+pt 1 6 1

3 m6

811 NA 2

3 3

1326 0 88 0 0.63

128 226 NA pm+ov 3 1 3 3 1

373 0 0 0 0.34

91 95 110 537 0 0 0 0.42

0 Perm 7 7

68 NA 7

426 0 0 0 0.16

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 15.9 Intersection LOS: B Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

2: Beach Dr/Pease Ln & Montauk Hwy Timings m

Build 2024 Summer with Mitigation 03/04/2021

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

2: Beach Dr/Pease Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 Summer with Mitigation 03/04/2021

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

28 28 1736 0.234 427

633 633 1740

72 72 0

736 736 1741

76 76 0

181 181 0

48 48 0

1741 9

1599 123

0 0 1900 0.543 1057 41

51 51 0

27 27 1802 0.661 1243

181 181 1599

1740 10

60 60 1736 0.258 471

0.88 100% 4% 0

0.96 100% 4% 0

0.89 100% 1% 0

0.83 100% 3% 0

0% 32 Perm

801 NA 2

0% 0

63 Perm

846 NA 6

0% 0

0 Perm

0% 203 Perm

0 Perm

3 3

7 7

119 NA 7

2 2

6 6

10.0 16.3 86.0 71.7% 4.3 2.0 0.0 6.3

5.0 25.6 34.0 28.3% 3.6 2.0

5.0 25.6 34.0 28.3% 3.6 2.0 0.0 5.6

5.0 10.6 34.0 28.3% 3.6 2.0

5.0 10.6 34.0 28.3% 3.6 2.0 0.0 5.6

C-Max 82.5 0.69 0.11 11.9 0.0 11.9 B

C-Max 82.5 0.69 0.67 16.6 0.3 16.9 B 16.7 B 399 627 769

C-Max 82.5 0.69 0.20 6.6 0.0 6.6 A

C-Max 82.5 0.69 0.70 14.1 0.3 14.4 B 13.9 B 487 592 179

None

None 25.6 0.21 0.88 77.4 0.0 77.4 E 50.5 D 171 #295 283

None 25.6 0.21 0.46 19.5 0.0 19.6 B

None

None 25.6 0.21 0.46 32.0 0.0 32.0 C 32.0 C 50 98 313

6 m25 95 293 0 0 0 0.11

1200 80 47 0 0.72

16 m18 55 323 0 0 0 0.20

3 3

233 NA 3

1200 57 0 0 0.74

294 0 0 0 0.79

50 119 65 472 0 3 0 0.43

281 0 1 0 0.42

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 29 (24%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 22.8 Intersection LOS: C Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

4: West Site Access/Keith Ln & Montauk Hwy Timings

Build 2024 Summer with Mitigation 03/04/2021

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

4: West Site Access/Keith Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings

Build 2024 Summer with Mitigation 03/04/2021

EBT

EBR

WBL

WBT

NBL

NBR

701 701 1750

48 48 0

865 865 1766

35 35 1914 0.967 1914 18

17 17 0

1750 7

40 40 1736 0.317 579

0.91 100% 4% 0

0.96 100% 4% 0

0.90 100% 4% 0

901 NA 6

58 Prot 3

0% 823 NA 2

42 Perm

1766

6 6

10.0 16.3 91.0 75.8% 4.3 2.0 0.0 6.3

10.0 27.6 29.0 24.2% 3.6 2.0 0.0 5.6

C-Max 102.0 0.85 0.55 8.8 0.0 8.8 A 8.8 A 170 565 1011

C-Max 102.0 0.85 0.09 3.8 0.0 3.8 A

C-Max 102.0 0.85 0.60 8.6 0.4 9.0 A 8.8 A 354 508 769

None 10.5 0.09 0.32 42.1 0.0 42.1 D 42.1 D 30 71 355

1500 193 0 0 0.69

387 0 0 0 0.15

1488 0 0 0 0.55

8 m11 85 492 0 0 0 0.09

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 97 (81%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 63.8% ICU Level of Service B Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

5: Secatogue Ln & Montauk Hwy Timings m

Build 2024 Summer with Mitigation 03/04/2021

Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases:

5: Secatogue Ln & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings

Build 2024 Summer with Mitigation 03/04/2021

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

2 2 1752 0.160 295

792 792 1776

21 21 0

0 0 0

866 866 1825

8 8 0

32 32 0

4 4 0

10 10 0

1825

3 3 1687 0.950 1687

0 0 1509

1776 2

0 0 1970 0.958 1970

1509

0.93 100% 3% 0

0.93 100% 4% 0

0.69 100% 0% 0

0.79 100% 7% 0

0% 2 pm+pt 5 2 5

875 NA 2 2

3.0 10.0 16.0 13.3% 4.0 3.0 0.0 7.0 Lead

10.0 18.3 74.0 61.7% 4.3 4.0 0.0 8.3

None 93.9 0.78 0.01 6.5 0.0 6.5 A 0 3 125 340 0 0 0 0.01

0% 0

940 NA 6

0% 0

0 Split 3

52 NA 3

10.0 35.3 58.0 48.3% 4.3 4.0 0.0 8.3 Lag

5.0 28.1 30.0 25.0% 3.6 2.5

C-Max 94.3 0.79 0.63 11.6 0.0 11.6 B 11.6 B 214 618 370

C-Max 91.5 0.76 0.68 21.8 0.0 21.8 C 21.8 C 443 #1013 1011

None

1395 0 0 0 0.63

1392 0 0 0 0.68

Lead

0% 0

4 Split 4

13 NA 4

5.0 28.1 30.0 25.0% 3.6 2.5 0.0 6.1 Lead

5.0 11.1 16.0 13.3% 3.6 2.5 0.0 6.1 Lag

None 9.5 0.08 0.33 57.2 0.0 57.2 E 57.2 E 39 60 257

None 7.7 0.06 0.04 52.7 0.0 52.7 D

None 7.7 0.06 0.14 55.6 0.0 55.6 E 54.9 D 10 27 311

392 0 0 0 0.13

139 0 0 0 0.03

3 12

124 0 0 0 0.10

Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 14 (12%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 18.4 Intersection LOS: B Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15 VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

6: Wagstaff Ln/Barberry Rd & Montauk Hwy Timings #

Build 2024 Summer with Mitigation 03/04/2021

95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases:

6: Wagstaff Ln/Barberry Rd & Montauk Hwy

VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. MCM

GSHMC 03/04/2021

Appendix E

Description Parking Observation Data

Appendix

J H

G F

M Beach Drive

Parking On-Site Observation Areas Areas Parking

Good Samaritan Hospital

Montauk Highway

2 5 4 2 8 12 16 20

26 21 28 39 50

175 179 172 161 150

36 39 38 40 42 41 40 39

44 48 57 65 72

52 48 39 31 24

Vacant

60 57 58 56 54 55 56 57

Parked

13 13 10 9

3:00 PM 3:30 PM 4:00 PM 4:30 PM

29 19 15 27 20

68 57 38 20 11 10 15 21

Vacant

29 36 52 58 59

51 43 35 37 42 36 32 33

Vacant

22 23 21 21

24 24 24 23 24 23 23

Parked

2 1 3 3

0 0 0 1 0 1 1

Vacant

Area 6 (24 Spaces)

63 56 40 34 33

41 49 57 55 50 56 60 59

Parked

Area 2 (92 Spaces)

250 260 264 252 259

211 222 241 259 268 269 264 258

Parked

Area B (279 Spaces)

\\vhb\gbl\proj\Hauppauge\26435.03 GSHMC PCP EV-T\tech\Parking TIS\Parking Study Table

0 0 3 4

1:30 PM 2:00 PM 2:30 PM

0 0 0 0 0 1 0

Vacant

13 13 13 13 13 12 13

Parked

10:00 AM 10:30 AM 11:00 AM 11:30 AM 12:00 PM 12:30 PM 1:00 PM

Start Time

Area 5 (13 Spaces)

On-Street Parking Areas

10:00 AM 10:30 AM 11:00 AM 11:30 AM 12:00 PM 12:30 PM 1:00 PM 1:30 PM 2:00 PM 2:30 PM 3:00 PM 3:30 PM 4:00 PM 4:30 PM

Area 1 (96 Spaces)

OLC Parking Areas

Start Time

Vacant

199 196 197 199 193 189 185 181

Parked

Weather: Cloudy 59⁰ F

10:00 AM 10:30 AM 11:00 AM 11:30 AM 12:00 PM 12:30 PM 1:00 PM 1:30 PM 2:00 PM 2:30 PM 3:00 PM 3:30 PM 4:00 PM 4:30 PM

Start Time

Area A (201 Spaces)

Off-Street Campus Parking Observations

33 32 31 30 29

59 49 50 46 54 50 54 49

Vacant

47 41 56 61 65

50 50 50 49 48 47 42 44

Vacant

73 56 62 52

62 67 72 73 73 75 75

Parked

10 27 21 31

21 16 11 10 10 8 8

Vacant

Area 7 (83 Spaces)

52 58 43 38 34

49 49 49 50 51 52 57 55

Parked

Area 3 (99 Spaces)

211 212 213 214 215

185 195 194 198 190 194 190 195

Parked

Area C (244 Spaces)

4 4 5 6

L U N C H

6 6 5 6 6 6 6

Parked

2 2 1 0

B R E A K

0 0 1 0 0 0 0

Vacant

1 1 1 1 2

2 2 2 2 3 1 1 0

Vacant

Area 8 (6 Spaces)

Parked

6 6 6 6 5 7 7 8 8 7 7 7 7 6

51 103 164 198 213

47 36 21 23 26 12 21 18

Vacant

171 165 130 118 87

189 196 198 195 193 190 185 179

Parked

454 460 495 507 538

436 429 427 430 432 435 440 446

Vacant

Area E (625 Spaces)

139 134 125 128 135 125 115 116 121 126 166 185 198

156 161 170 167 160 170 180 179

167 162 122 103 91

21 21 17 15 13

24 20 24 20 19 20 19 19

Parked

0 0 3 5 7

0 0 0 0 1 0 1 1

Vacant³

Area F (20 Spaces)

16 14 14 16

14 14 15 15 15 15 15

Parked

0 2 2 0

2 2 1 1 1 1 1

Vacant

23 14 32 30 38

129

128 110 112 104

23 18 13 12 11 11 10

119 124 129 130 131 131 132

119

Vacant

Parked

Date of Study: April 19, 2019 (Thursday) Area 9 Total (16 Spaces) (158 Spaces)

Vacant

Parked

Date of Study: April 19, 2019 (Thursday) Area 4 Total (8 Spaces) (287 Spaces)

387 335 274 240 225

391 402 417 415 412 426 417 420

Parked

Area D (438 Spaces)

31 31 34 29 28

24 25 26 26 28 26 30 27

Parked

3 3 0 5 6

L U N C H

10 9 8 8 6 8 4 7

Vacant

Area G (34 Spaces)

5 1 4 2 4

B R E A K

1 0 1 2 3 0 2 1 0 0 0 0 0

0 0 0 0 0 0 0 0

Vacant⁴

Area H (0 Spaces) Parked

West Islip, NY

39 42 38 40 39

31 34 32 36 38 37 39 32

Parked

16 13 17 15 16

24 21 23 19 17 18 16 23

Vacant

Area I (55 Spaces)

22 23 22 20 19

22 23 22 23 22 21 23 22

Parked

6 5 6 8 9

6 5 6 5 6 7 5 6

Vacant

Area J (28 Spaces)

Parking Observations Good Samaritan Hospital Medical Center and Our Lady of Consolation

65 60 60 61 64

60 62 62 62 62 65 63 64

Parked

2 7 7 6 3

7 5 5 5 5 2 4 3

Vacant

Area K (67 Spaces)

8 8 7 8 8

8 8 8 8 8 7 8 8

Parked

0 0 1 0 0

0 0 0 0 0 1 0 0

Vacant

Area L (8 Spaces)

16 16 16 16 16

16 16 16 16 16 16 16 16

16 16 16 16 16

16 16 16 16 16 16 16 16

636 679 783 856 907

675 632 598 574 582 571 592 610

1361 1399 1438 1459 1452 1460 1441 1422 1401 1353 1251 1176 1127

Vacant

Parked

Date of Study: April 19, 2019 (Thursday) Area M Total (16 Spaces) (2,015 Spaces)

Appendix G

Description Traffic Signal Timing Sheets

Appendix

2 10 0 45 0 4.3 3 0 0 0 0 0 0 0 0 0 0 0 0 2 On Off On Off Off Off Off Off On On Off Off Off Off Off Off 2 Off Off Off Off Off 0 0 0 Off 0

3 5 2.5 24 0 3.6 2 7 17 0 0 0 0 0 0 0 0 0 0 3 On Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 3 Off Off Off Off Off 0 0 0 Off 0

4 5 2 28 0 3.6 3 0 0 0 0 0 0 0 0 0 0 0 0 4 On Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 4 Off Off Off Off Off 0 0 0 Off 0

5 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 5 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 5 Off Off Off Off Off 0 0 0 Off 0

ID: 7292 Rt 27A @ Snedecor Sig# 184.4

1 3 Min Green 2 Gap, Ext 10 Max 1 0 Max 2 3 Yel Clearance 3 Red Clearance 0 Walk 0 Ped Clearance 0 Red Revert 0 Add Initial 0 Max Initial 0 Time B4 Reduct 0 Cars B4 Reduct 0 Time To Reduce 0 Reduce By 0 Min Gap 0 DyMaxLim 0 Max Step Options [1.1.2] 1 On Enable Off Min Recall Off Max Recall Off Ped Recall Off Soft Recall Off Lock Calls Off Auto Flash Entry Off Auto Flash Exit Off Dual Entry Enable Simul Gap On Gaurantee Passage Off Off Rest In Walk Off Conditon Service Off Non-Actuated 1 Off Non-Actuated 2 Off Add Init Calc Options+ [1.1.3] 1 Off Reservice Off PedClr Thru Yel Off Skip Red No Call Off Red Rest Off Max II 0 Call Phase 0 Conflicting Phase 0 Omit Yellow Off Ped Delay 0 Grn/Ped Delay

Phase Times [1.1.1] 6 10 0 45 0 4.3 3 0 0 0 0 0 0 0 0 0 0 0 0 6 On Off On Off Off Off Off Off On On Off Off Off Off Off Off 6 Off Off Off Off Off 0 0 0 Off 0

7 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 7 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 7 Off Off Off Off Off 0 0 0 Off 0

STD8

Coordination Patterns [2.4] and Coordination Split Tables [2.7.1] 8 Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq 0 1 13 0 0 13 1 25 0 0 0 1 37 0 0 0 1 1 100 93 1 0 1 14 0 0 14 1 26 0 0 0 1 38 0 0 0 1 2 120 37 2 0 1 15 0 0 15 1 27 0 0 0 1 39 0 0 0 1 3 120 18 3 0 1 Ring/Startup [1.1.4] 0 0 0 4 1 16 0 0 16 1 28 0 0 0 1 40 0 4 0 3.5 5 0 0 5 1 17 0 0 17 1 29 0 0 0 1 41 0 0 0 1 Phs Ring Start Enable 1 0 6 1 18 0 1.5 6 0 0 18 1 30 0 1 RED 0 0 1 42 0 0 0 1 On 2 0 0 1 43 0 0 0 7 1 19 0 0 19 1 31 0 0 0 1 1 GREEN On 7 0 3 0 0 8 1 20 0 0 20 1 32 0 0 0 1 44 0 0 0 1 1 RED On 8 0 4 0 9 1 21 0 0 21 1 33 0 0 0 1 45 0 0 0 1 1 RED On 0 9 0 5 0 0 1 46 0 0 0 1 2 RED Off 0 10 1 22 0 0 22 1 34 0 0 10 0 6 GREEN On 0 0 1 47 0 0 0 1 2 0 11 0 0 11 1 23 0 0 23 1 35 0 7 0 12 0 0 12 1 24 0 0 24 1 36 0 0 0 1 48 0 0 0 1 2 RED Off 8 0 Split 2 RED Off 1 2 3 4 5 6 7 8 Split 1 2 3 4 5 6 7 8 0 1 Coor 19 34 20 27 0 53 0 47 13 Coor 0 0 0 0 0 0 0 0 Coord Modes [2.1] 0 0 NON NON NON NON NON NON NON NON Test OpMode 2 NON MAX NON NON NON MAX NON NON SHRT/LNG 0 2 Coor 20 43 30 27 0 63 0 57 14 Coor 0 0 0 0 0 0 0 0 Correction MAX 1 0 NON NON NON NON NON NON NON NON Maximum 2 NON MAX NON NON NON MAX NON NON FIXED 0 0 0 0 0 0 0 0 Force-Off 3 Coor 20 43 30 27 0 63 0 57 15 Coor 0 NON NON NON NON NON NON NON NON Closed Loop ON 8 2 NON MAX NON NON NON MAX NON NON Off 4 Coor 0 0 0 0 0 0 0 0 Stop-in-Walk ON 0 0 0 0 0 0 0 16 Coor 0 ON Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Auto Reset Off 5 Coor 0 0 0 0 0 0 0 0 17 Coor 0 0 0 0 0 0 0 0 Expand Splt OFF Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Ped Recycle NO_RECYCLE TIMED Off 6 Coor 0 0 0 0 0 0 0 0 18 Coor 0 0 0 0 0 0 0 0 Before TIMED Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON After Off 7 Coor 0 0 0 0 0 0 0 0 Auto Flash [1.4.1] 0 0 0 0 0 0 0 19 Coor 0 PH OVER NON NON NON NON NON NON NON NON Auto Flash Off NON NON NON NON NON NON NON NON 45 Off 8 Coor 0 0 0 0 0 0 0 0 Flash Yel 0 0 0 0 0 0 0 20 Coor 0 0 On NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Flash Red Off 9 Coor 0 0 21 Coor 0 0 0 0 0 0 0 0 Unit Params [1.2.1] 0 0 0 0 0 0 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Phase Mode STD8 USER Off 10 Coor 0 0 0 0 0 0 0 0 22 Coor 0 0 0 0 0 0 0 0 IO Mode Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Loc Flsh Start RED 0 Off 11 Coor 0 0 0 Start Flash(s) 0 0 0 0 0 0 0 23 Coor 0 0 0 0 0 0 6 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Start AllRed(s) OFF 8 12 Coor 0 0 0 0 0 0 0 0 24 Coor 0 0 0 0 0 0 0 0 Yellow < 3" 20 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Display Time Red Revert 3 Off Page# MCE Timeout 0 1 Off 8 Phase Times/Options; Patterns/Splits; Ring Startup; Coord/Flash Mode; Unit Param Feature Profile 0 Off 1A&1B 16 Phase Times/Options; Patterns/Splits; Ring Startup; Coord/Flash Mode; Unit Param Free Ring Seq 1 2 Off Overlaps; Channel Settings; Coord Alt Table+ (values not associated with time-of-day) Auxswitch STOPTM 3 0 Detection; Sample Time and Unit Parameters related to detection SDLC Retry 0 4 0 Preemption and Alternate Phase Time and Phase Options TS2 Det Faults ON 5 0 Annual Schedule Auto Ped Clear OFF 6 Off Day Plans; Action Tables; Coord Alt Table+ (values varied by time-of-day) SDLC Retry 0 7 0 Communications; Secutiry; I/O Setup 10/08/19 Page 1 8 Misc - Events/Alarms; Call/Inhibit/Redirect; P/OLAP Auto Flash; CIC; Misc Unit Param

2 10 0 45 0 4.3 3 0 0 0 0 0 0 0 0 0 0 0 0 2 On Off On Off Off Off Off Off On On Off Off Off Off Off Off 2 Off Off Off Off Off 0 0 0 Off 0

3 5 2.5 24 0 3.6 2 7 17 0 0 0 0 0 0 0 0 0 0 3 On Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 3 Off Off Off Off Off 0 0 0 Off 0

4 5 2 28 0 3.6 3 0 0 0 0 0 0 0 0 0 0 0 0 4 On Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 4 Off Off Off Off Off 0 0 0 Off 0

5 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 5 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 5 Off Off Off Off Off 0 0 0 Off 0

ID: 7292 Rt 27A @ Snedecor Sig# 184.4

Times [1.1.1] 1 45 Min Green 2 Gap, Ext 10 Max 1 0 Max 2 3 Yel Clearance 3 Red Clearance 0 Walk 0 Ped Clearance 0 Red Revert 0 Add Initial 0 Max Initial 0 Time B4 Reduct 0 Cars B4 Reduct 0 Time To Reduce 0 Reduce By 0 Min Gap 0 DyMaxLim 0 Max Step Options [1.1.2] 1 On Enable Off Min Recall Off Max Recall Off Ped Recall Off Soft Recall Off Lock Calls Off Auto Flash Entry Off Auto Flash Exit Off Dual Entry Enable Simul Gap On Gaurantee Passage Off Off Rest In Walk Conditon Service Off Off Non-Actuated 1 Off Non-Actuated 2 Off Add Init Calc Options+ [1.1.3] 1 Off Reservice Off PedClr Thru Yel Skip Red No Call Off Off Red Rest Off Max II 0 Call Phase 0 Conflicting Phase 0 Omit Yellow Off Ped Delay 0 Grn/Ped Delay 6 10 0 45 0 4.3 3 0 0 0 0 0 0 0 0 0 0 0 0 6 On Off On Off Off Off Off Off On On Off Off Off Off Off Off 6 Off Off Off Off Off 0 0 0 Off 0

7 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 7 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 7 Off Off Off Off Off 0 0 0 Off 0

8 Coord Patterns [2.4] and Split Tables [2.7.1] 0 Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq User 0 1 1 13 0 0 13 1 0 0 0 1 0 0 0 1 1 100 93 25 37 1 0 0 0 2 1 14 0 0 14 1 0 0 0 1 0 38 26 2 120 37 Phase 0 3 1 15 0 0 15 1 0 0 0 1 0 0 0 1 3 120 18 27 39 1 0 0 0 1 3.5 4 0 0 4 1 16 0 0 16 1 0 0 0 40 28 Mode 0 0 1 0 1.5 5 1 0 0 0 1 0 0 5 1 17 0 0 17 41 29 1 18 0 1 0 0 6 0 18 1 0 0 0 1 0 0 0 0 30 42 6 Phase>8 1 0 0 0 1 0 0 0 7 1 19 0 0 19 1 0 0 0 31 43 7 or 0 0 0 8 1 20 0 0 1 0 20 1 0 0 0 1 0 0 8 44 32 Rings > 2 0 0 0 9 1 21 0 0 21 1 0 0 0 1 0 0 0 1 9 33 45 0 0 10 1 22 0 0 22 1 0 0 0 1 0 0 0 1 10 0 34 46 0 0 11 1 23 0 0 23 1 0 0 0 1 0 0 0 1 11 0 35 47 0 0 12 1 24 0 0 24 1 0 0 0 1 0 0 0 1 36 48 12 0 0 Split 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Modes [2.1] 0 Coor 19 0 34 20 27 0 53 47 0 0 0 0 0 0 0 0 Test OpMode 0 1 SHRT/LNG 0 2 NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Correction MAX 1 Coor 20 0 43 30 27 0 63 57 0 0 0 0 0 0 0 0 Maximum 0 2 FIXED 0 2 NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Force-Off Coor 20 ON 8 43 30 27 0 63 57 0 0 0 0 0 0 0 0 0 Closed Loop 3 ON Off 2 NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Stop-in-Walk Coor 0 ON Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Auto Reset 4 OFF Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Expand Splt NO_RECYCLE Coor 0 Off 0 0 0 0 0 0 0 0 Ped Recycle 0 0 0 0 0 0 0 5 TIMED Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Before TIMED Coor 0 Off 0 0 0 0 0 0 After 0 0 0 0 0 0 0 0 0 6 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Auto Flash [1.4.1] #N/A Coor 0 Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Auto Flash 7 #N/A Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Flash Yel Coor 0 0 On 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Flash Red 8 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Unit Params [1.2.1] STD8 Off Split 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase Mode Coor 0 USER Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IO Mode 9 RED Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Loc Flsh Start 0 Coor 0 Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Start Flash(s) 10 6 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Start AllRed(s) Coor 0 OFF 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yellow < 3" 11 20 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Display Time Coor 0 3 Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert 12 0 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON MCE Timeout Coor 0 0 Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Feature Profile 13 1 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Free Ring Seq STOPTM Coor 0 0 0 0 0 0 0 0 0 0 Auxswitch 0 0 0 0 0 0 0 14 0 0 NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON SDLC RetryTm Coor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TS2 Det Faults ON 0 0 0 15 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Auto Ped Clear OFF Coor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <- Mode NON is Blank 16 Page 1A NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 10/08/19

10 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 10 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 10 Off Off Off Off Off 0 0 0 Off 0

11 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 11 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 11 Off Off Off Off Off 0 0 0 Off 0

12 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 12 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 12 Off Off Off Off Off 0 0 0 Off 0

13 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 13 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 13 Off Off Off Off Off 0 0 0 Off 0

ID: 7292 Rt 27A @ Snedecor Sig# 184.4

Times [1.1.1] 9 0 Min Green 0 Gap, Ext 0 Max 1 0 Max 2 3.5 Yel Clearance 1.5 Red Clearance 0 Walk 0 Ped Clearance 0 Red Revert 0 Add Initial 0 Max Initial 0 Time B4 Reduct 0 Cars B4 Reduct 0 Time To Reduce 0 Reduce By 0 Min Gap 0 DyMaxLim 0 Max Step Options [1.1.2] 9 Off Enable Off Min Recall Off Max Recall Off Ped Recall Off Soft Recall Off Lock Calls Off Auto Flash Entry Off Auto Flash Exit Off Dual Entry Enable Simul Gap On Gaurantee Passage Off Off Rest In Walk Off Conditon Service Off Non-Actuated 1 Off Non-Actuated 2 Off Add Init Calc Options+ [1.1.3] 9 Off Reservice Off PedClr Thru Yel Off Skip Red No Call Off Red Rest Off Max II 0 Call Phase 0 Conflicting Phase 0 Omit Yellow Off Ped Delay 0 Grn/Ped Delay 14 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 14 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 14 Off Off Off Off Off 0 0 0 Off 0

15 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 15 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 15 Off Off Off Off Off 0 0 0 Off 0

Ring/Startup [1.1.4] 16 Coordination Patterns [2.4] and Coordination Split Tables [2.7.1] 0 Split 13 14 15 16 Phs Ring Start 11 12 1 2 3 4 5 6 7 8 9 10 Coord 0 0 1 RED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 17 1 GREEN NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 2 0 Coord 0 3 0 1 RED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 1 RED 3.5 NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 4 Coord 0 5 2 RED 1.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 2 GREEN NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 6 0 Coord 0 7 2 RED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 8 2 RED Coord 0 9 0 RED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 0 NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 10 0 RED Coord 0 0 RED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 22 0 NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 12 0 RED Coord 0 0 RED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 23 RED 0 NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 14 0 Coord 0 RED 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 0 NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 16 0 RED 0 16 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 16 Off Concurrency [1.1.4] Off Phs Concurrent Phases Concurrent Phases Off 1 5 6 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 Off 2 5 6 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 Off 3 7 8 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 4 7 8 0 5 1 2 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 6 1 2 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 Off 7 3 4 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 8 3 4 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 10/08/19 Page 1B

Cyc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Split 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

Note: Expanded Splits are not used because "Expanded Splits" is OFF Split 1 2 3 4 5 Seq Pat# Cyc Off Split Seq Coord 1 0 0 0 1 25 0 0 0 0 0 1 1 0 0 0 1 NON NON NON NON NON 26 Coord 1 0 0 0 1 27 0 0 0 0 0 2 1 NON NON NON NON NON 0 1 0 0 28 Coord 1 0 0 0 1 29 0 0 0 0 0 3 1 0 0 0 1 NON NON NON NON NON 30 Coord 1 0 0 0 1 31 0 0 0 0 0 4 1 0 0 0 1 NON NON NON NON NON 32 Coord 1 0 0 0 1 33 0 0 0 0 0 5 1 0 0 0 1 NON NON NON NON NON 34 Coord 1 0 0 0 1 35 6 0 0 0 0 0 1 0 0 0 1 NON NON NON NON NON 36 Coord 0 0 0 1 1 37 7 0 0 0 0 0 1 0 0 0 1 NON NON NON NON NON 38 Coord 1 0 0 0 1 8 0 0 0 0 0 39 1 0 0 0 1 NON NON NON NON NON 40 Coord 1 0 0 0 1 9 0 0 0 0 0 41 1 0 0 0 1 NON NON NON NON NON 42 1 0 0 0 1 10 Coord 0 0 0 0 0 43 0 0 1 0 1 NON NON NON NON NON 44 1 0 0 0 1 11 Coord 0 0 0 0 45 0 1 0 0 0 1 NON NON NON NON NON 46 1 0 0 0 1 47 12 Coord 0 0 0 0 0 0 0 0 1 NON NON NON NON NON 1 48 0 0 13 Coord 0 0 0 Expanded Splits OFF NON NON NON NON NON 14 Coord 0 0 0 0 0 NON NON NON NON NON Coordination Patterns [2.4] and Coordination Split Tables [2.7.1] 15 Coord 0 0 0 0 0 NON NON NON NON NON 16 Coord 0 0 0 0 0 NON NON NON NON NON 0 17 Coord 0 0 0 0 NON NON NON NON NON 18 Coord 0 0 0 0 0 NON NON NON NON NON 19 Coord 0 0 0 0 0 NON NON NON NON NON 20 Coord 0 0 0 0 0 NON NON NON NON NON 21 Coord 0 0 0 0 0 NON NON NON NON NON 24 Coord 0 0 0 0 0 0 0 0 NON NON NON NON NON NON NON NON 22 Coord 0 0 0 0 0 NON NON NON NON NON 0 0 0 0 0 0 0 0 NON NON NON NON NON NON NON NON 23 Coord 0 0 0 0 0 ID: 7292 Rt 27A @ Snedecor Sig# 184.4 10/8/2019 NON NON NON NON NON

Pat# 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

6 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

7 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

8 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

9 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

10 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

11 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

12 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

13 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

14 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

15 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

16 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON 0 NON

3 0 0 0 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 4 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

OFF

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grn 0 9 Modifier Ø Yel 3.5 Conflict Ø Red 2 I Conflict Olap Conflict Ped LG NORMAL Included Ø Grn 0 10 Modifier Ø Yel 3 Conflict Ø Red 3 J Conflict Olap LG Conflict Ped NORMAL Included Ø Grn 0 11 Modifier Ø Yel 4 Conflict Ø Red 2 K Conflict Olap LG Conflict Ped NORMAL Included Ø Grn 0 12 Modifier Ø Yel 3.5 Conflict Ø Red 1.5 L Conflict Olap LG Conflict Ped NORMAL Included Ø Grn 0 13 Modifier Ø Yel 3.5 Conflict Ø Red 1.5 M Conflict Olap LG Conflict Ped NORMAL Included Ø Grn 0 14 Modifier Ø Yel 3.5 Conflict Ø Red 1.5 N Conflict Olap LG Conflict Ped NORMAL Included Ø Grn 0 15 Modifier Ø Yel 3.5 Conflict Ø Red 1.5 O Conflict Olap LG Conflict Ped NORMAL Included Ø Grn 0 16 Modifier Ø Yel 3.5 Conflict Ø Red 1.5 P Conflict Olap LG Conflict Ped

ON Parent Ph Clearance 0 NORMAL Included Ø

OFF

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Extra Included Ph

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

OFF

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grn 0 Yel 3.5 Red 1.5 LG

NORMAL

Grn 0 Yel 3.5 Red 1.5 LG

NORMAL

Grn 0 Yel 3.5 Red 1.5 LG

NORMAL

Grn 0 Yel 3.5 Red 1.5 LG

NORMAL

Grn 0 Yel 3.5 Red 1.5 LG

NORMAL

Grn 0 Yel 3.5 Red 1.5 LG

NORMAL

Grn 0 Yel 3.5 Red 1.5 LG

NORMAL

Grn 0 Yel 3.5 Red 1.5 LG

NORMAL

ID: 7292 Rt 27A @ Snedecor Sig# 184.4

……Channel ->> 1 2 3 4 5 6 7 8 9 10 11 12 Flash Red+ Off Off Off Off Off Off Off Off Off Off Off Off Flash Yellow+ Off Off Off Off Off Off Off Off Off Off Off Off Flash Green+ Off Off Off Off Off Off Off Off Off Off Off Off Flash Inh Red+ Off Off Off Off Off Off Off Off Off Off Off Off Olap Ovrd 0 0 0 0 0 0 0 0 0 0 0 0

Channel+ Settings [1.8.4]

13 Off Off Off Off 0

14 15 16 17 18 19 20 21 22 23 24 Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off 0 0 0 0 0 0 0 0 0 0 0 10/08/19 Page 2

……Channel ->> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0 0 0 0 0 0 0 0 0 0 0 0 Phase / Olap # 0 6 2 0 1 4 3 3 3 2 0 0 VEH VEH VEH VEH OLP VEH VEH PED OLP OLP VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH Channel Type Channel Flash RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED DRK DRK DRK DRK DRK DRK DRK DRK Alt Hz Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Overlap Lock Inhibit

Channel Settings [1.8.1]

Included Ø 1 Modifier Ø Conflict Ø A Conflict Olap Conflict Ped Included Ø 2 Modifier Ø Conflict Ø B Conflict Olap Conflict Ped Included Ø 3 Modifier Ø Conflict Ø C Conflict Olap Conflict Ped Included Ø 4 Modifier Ø Conflict Ø D Conflict Olap Conflict Ped Included Ø 5 Modifier Ø Conflict Ø E Conflict Olap Conflict Ped Included Ø 6 Modifier Ø Conflict Ø F Conflict Olap Conflict Ped Included Ø 7 Modifier Ø Conflict Ø G Conflict Olap Conflict Ped Included Ø 8 Modifier Ø Conflict Ø H Conflict Olap Conflict Ped

Overlap Conflict Lock

Overlap 1-16 Program Parms & Parm+ [1.5.2.1] [1.5.2.2]

Pat# Short Long Dwell No Shortway Ø E-Yld Offset RetHld Float Min Veh Perm Min Ped Perm Off Off Off Off 0 EndGRN 1 12 22 0 0 0 0 0 2 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 3 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off Off Off Off Off EndGRN 0 4 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 5 12 22 0 0 0 0 0 Off Off 6 12 22 0 0 0 0 0 0 EndGRN Off Off 12 22 0 0 0 0 0 7 0 EndGRN Off Off Off Off Off Off Off 8 12 22 0 0 0 0 0 0 EndGRN Off 9 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 10 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off Off Off 22 0 0 0 0 0 0 EndGRN Off Off 11 12 12 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 13 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 0 0 0 0 0 EndGRN Off Off Off Off 12 22 0 14 15 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 16 17 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 18 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 22 0 0 0 0 0 0 EndGRN Off Off Off Off 19 12 20 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 21 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off Off Off 22 0 0 0 0 0 0 EndGRN Off Off 22 12 23 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off 24 12 22 0 0 0 0 0 0 EndGRN Off Off Off Off Off Off 0 0 0 0 0 0 BegGRN Off Off 25 0 0 26 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 0 0 0 0 0 0 0 BegGRN Off Off Off Off 27 0 28 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 29 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off Off Off Off 30 0 0 0 0 0 0 0 0 BegGRN Off 31 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 32 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 33 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 34 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 35 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 36 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 37 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 0 0 0 0 0 0 BegGRN Off Off Off Off 38 0 0 BegGRN Off Off Off Off 39 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 41 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off BegGRN Off Off Off Off 42 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 44 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 45 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 0 0 0 0 0 0 BegGRN Off Off Off Off 46 0 0 47 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off 48 0 0 0 0 0 0 0 0 BegGRN Off Off Off Off Channel Params[1.8.3] C1 IO Mode USER e BIU Map SINGLE Invert Rail Input OFF

Coord Transition, CoorPhs [2.5]

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45

50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

Veh Par 1-64 [5.1]

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45

50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Vehicle Options 1-64 [5.2]

Parameters+ 1-64 [5.3]

1 3 4 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

33 Off Off Off 34 Off Off Off 35 Off Off Off 36 Off Off Off 37 Off Off Off 38 Off Off Off 39 Off Off Off 40 Off Off Off 41 Off Off Off 42 Off Off Off 43 Off Off Off

0 0 0 0 0 0 0 0 0 0 0

Det occ occ occ Dlay Dlay # Grn Yell Red 1 2

Parameters+ 1-64 [5.3]

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM

Type

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

44 Off Off Off 45 Off Off Off 46 Off Off Off 47 Off Off Off 48 Off Off Off 49 Off Off Off 50 Off Off Off 51 Off Off Off 52 Off Off Off 53 Off Off Off 54 Off Off Off

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

Src Det occ occ occ Dlay Dlay 2 # Grn Yell Red 1

255 33 255 34 255 35 255 36 2 37 2 38 2 39 2 40 2 41 2 42 2 43 2 44 2 45 2 46 2 47 2 48 2 49 2 50 0 51 0 52 0 53 0 54 0 55 0 56 0 57 0 58 0 59 0 60 0 61 0 62 0 63 0 64

NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM

Type

0 0 0 0 0 0 0 0 0 0 0

Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

0 0 0 0 0 0 0 0 0 0

NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM

Type

0 0 0 0 0 0 0 0 0 0

Src

Det Call No Max Err # Ø Act Pres Cnt 1 3 0 15 0 2 0 0 15 0 3 0 0 15 0 4 0 0 15 0 5 0 0 15 0 6 0 0 15 0 7 0 0 15 0 8 0 0 15 0

Ped Det Parms [5.4]

ID: 7292 Rt 27A @ Snedecor Sig# 184.4

55 56 57 58 59 60 61 62 63 64

Src Det occ occ occ Dlay Dlay 2 # Grn Yell Red 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Src

10/8/2019

Vol/Occ Period Minutes Vol/Occ Period Minutes

Page 3

15 0

Vol/Occ Report Parm [1.5.8]

TS2 Det Faults

Unit Paramters [1.2.1]

1 On On Off On Off Off Off Off 33 On On Off On Off Off Off Off 1 Off Off Off 2 On On Off On Off Off Off Off 34 On On Off On Off Off Off Off 2 Off Off Off 3 On On Off On Off Off Off Off 35 On On Off On Off Off Off Off 3 Off Off Off 4 On On Off On Off Off Off Off 36 On On Off On Off Off Off Off 4 Off Off Off 5 On On Off On Off Off Off Off 37 On On Off On Off Off Off Off 5 Off Off Off 6 On On Off On Off Off Off Off 38 On On Off On Off Off Off Off 6 Off Off Off 7 On On Off On Off Off Off Off 39 On On Off On Off Off Off Off 7 Off Off Off 8 On On Off On Off Off Off Off 40 On On Off On Off Off Off Off 8 Off Off Off 9 On On Off On Off Off Off Off 41 On On Off On Off Off Off Off 9 Off Off Off 10 On On Off On Off Off Off Off 42 On On Off On Off Off Off Off 10 Off Off Off 11 On On Off On Off Off Off Off 43 On On Off On Off Off Off Off 11 Off Off Off 12 On On Off On Off Off Off Off 44 On On Off On Off Off Off Off 12 Off Off Off 13 On On Off On Off Off Off Off 45 On On Off On Off Off Off Off 13 Off Off Off 14 On On Off On Off Off Off Off 46 On On Off On Off Off Off Off 14 Off Off Off 15 On On Off On Off Off Off Off 47 On On Off On Off Off Off Off 15 Off Off Off 16 On On Off On Off Off Off Off 48 On On Off On Off Off Off Off 16 Off Off Off 17 On On Off On Off Off Off Off 49 On On Off On Off Off Off Off 17 Off Off Off 18 On On Off On Off Off Off Off 50 On On Off On Off Off Off Off 18 Off Off Off 19 On On Off On Off Off Off Off 51 On On Off On Off Off Off Off 19 Off Off Off 20 On On Off On Off Off Off Off 52 On On Off On Off Off Off Off 20 Off Off Off 21 On On Off On Off Off Off Off 53 On On Off On Off Off Off Off 21 Off Off Off 22 On On Off On Off Off Off Off 54 On On Off On Off Off Off Off 22 Off Off Off 23 On On Off On Off Off Off Off 55 On On Off On Off Off Off Off 23 Off Off Off 24 On On Off On Off Off Off Off 56 On On Off On Off Off Off Off 24 Off Off Off 25 On On Off On Off Off Off Off 57 On On Off On Off Off Off Off 25 Off Off Off 26 On On Off On Off Off Off Off 58 On On Off On Off Off Off Off 26 Off Off Off 27 On On Off On Off Off Off Off 59 On On Off On Off Off Off Off 27 Off Off Off 28 On On Off On Off Off Off Off 60 On On Off On Off Off Off Off 28 Off Off Off 29 On On Off On Off Off Off Off 61 On On Off On Off Off Off Off 29 Off Off Off 30 On On Off On Off Off Off Off 62 On On Off On Off Off Off Off 30 Off Off Off 31 On On Off On Off Off Off Off 63 On On Off On Off Off Off Off 31 Off Off Off 32 On On Off On Off Off Off Off 64 On On Off On Off Off Off Off 32 Off Off Off

Det Call Swi Dlay Ext Que No Max Err Fail Det Call Swi Dlay Ext Que No Max Err Fail Det Call Ext Que Add Red Yell occ vol Det Call Ext Que Add Red Yell occ vol Det oc oc oc Dlay Dlay Type 2 # Ø Ø Act Pres Cnt Time # Ø Ø Act Pres Cnt Time # Init Lock Lock # AddIniLock Lock # G Y R 1

Veh Par 1-64 [5.1]

Track Clear Phases [3.2], Track Clear Overlaps+ [3.5]

NONE OFF

ID: 7292 Rt 27A @ Snedecor Sig# 184.4

D Conn Mappings Pre Invert Rail Input

Channel Parameters [1.8.3]

Track Overlaps Pre # Enable Type Output Delay MinDura Pre # Track Phases ON RAIL DWELL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 ON RAIL DWELL 0 0 2 2 ON EMERG DWELL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 ON EMERG DWELL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 0 0 ON EMERG DWELL 0 0 0 0 0 0 0 0 0 0 0 5 5 0 0 0 0 0 0 0 ON 0 0 0 EMERG DWELL 0 0 0 0 6 6 Pre # MaxPres MinGrn MinWlk PedClr Co+Pre Dwell Phases [3.2] and Overlaps+ [3.5] 0 0 0 0 ON 1 Pre # 0 0 0 0 ON 0 0 0 0 0 0 0 0 0 0 2 1 Phases 0 0 0 0 ON 0 0 0 0 0 0 0 0 0 0 3 Overlaps 0 0 0 0 ON 0 0 0 0 0 0 0 0 4 Peds 0 0 0 0 ON 0 0 0 0 0 0 0 0 0 0 5 2 Phases 0 0 0 0 0 0 0 0 0 0 0 0 0 ON 0 6 Overlaps 0 0 0 0 0 0 0 0 Pre # Track Grn Min Dwell Ext Dwell PedClr+ Yel Peds 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 3 Phases 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Overlaps 0 2 0 0 0 0 0 0 0 0 0 0 0 3 Peds 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 Phases 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Overlaps 0 2 0 0 0 0 0 0 0 0 0 0 0 Peds 6 0 0 0 0 0 0 0 0 0 0 Pre # Red Pattern Skip 5 Phases 0 0 0 0 0 0 0 0 0 0 0 0 OFF Overlaps 1 0 0 0 0 0 0 OFF 0 0 0 0 2 Peds 0 0 OFF 0 0 0 0 0 0 0 0 0 0 3 6 Phases 0 0 OFF 0 0 0 0 0 0 0 0 0 0 4 Overlaps 0 0 OFF 0 0 0 0 0 0 0 0 5 Peds 0 0 OFF 6 Preemption Options+ [3.6] Override Override Pre # Lock Low Priority Preempts Exit Phases [3.2] Auto Flsh Higher Pre # Type Min Max Pre # Exit Phase OFF 0 0 0 0 0 0 ON ON 7 1 1 ON OFF 0 0 0 0 0 0 ON ON 8 2 2 ON 0 0 0 0 ON ON OFF 0 0 3 3 ON 9 OFF 0 0 0 0 0 0 ON ON 10 4 4 ON 0 0 0 0 ON ON 5 5 ON 0 0 0 0 ON ON 6 6 ON Unit Parameters [1.2.1] OFF Stop Timer Over Preempt PRE Preempt or Ext Output 0 Max Seek Track Time 0 Max Seek Dwell Time

Preemption Times [3.1], Options+ [3.6]

0 0 0 0 0 0 0 0 0 0 0 0

Flsh Dwell Link OFF 0 OFF 0 OFF 0 OFF 0 OFF 0 OFF 0

0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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Page 4

1 0 0 0 0 0 0 0 0 0

1 0 On Off Off On Off Off Off Off Off Off Off Off 0

Column#..... -> Assign Ø Min Grn Gap, Ext Max 1 Max 2 Yel Clr Red Clr Walk Ped Clr

Column # -> Assign Ø Lock Calls Soft Recall Dual Enrty Enabl SimGap Guar Passage Rest In Walk Cond Service Reservice Non-Act 1 Red Rest Max2 Ped Delay Conflicting Ø1

2 0 0 0 0 0 0 0 0 0

3 0 0 0 0 0 0 0 0 0

2 0 On Off Off On Off Off Off Off Off Off Off Off 0

3 0 On Off Off On Off Off Off Off Off Off Off Off 0

Alt# 1 Options Table [1.1.6.2.1]

2 0 0 0 0 0 0 0 0 0

Alt# 3 Times Table [1.1.6.1.3]

2 0 0 0 0 0 0 0 0 0

Alt# 2 Times Table [1.1.6.1.2]

1 0 0 0 0 0 0 0 0 0

Column#..... -> Assign Ø Min Grn Gap, Ext Max 1 Max 2 Yel Clr Red Clr Walk Ped Clr

Alt# 1 Times Table [1.1.6.1.2]

4 0 On Off Off On Off Off Off Off Off Off Off Off 0

5 0 On Off Off On Off Off Off Off Off Off Off Off 0

5 0 0 0 0 0 0 0 0 0

4 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0

5 0 0 0 0 0 0 0 0 0

4 0 0 0 0 0 0 0 0 0

6 0 On Off Off On Off Off Off Off Off Off Off Off 0

6 0 0 0 0 0 0 0 0 0

7 0 On Off Off On Off Off Off Off Off Off Off Off 0

7 0 0 0 0 0 0 0 0 0

8 0 On Off Off On Off Off Off Off Off Off Off Off 0

8 0 0 0 0 0 0 0 0 0

8 0 0 0 0 0 0 0 0 0 1 0 Off Off Off Off Off Off Off Off

Column#..... -> Assign Det# Call Extend Queue Added Initial Red Lock Yellow Lock Occupancy Volume

2 0 0 0 0 0 0 0 0 0 0

3 0 Off Off Off Off Off Off Off Off

3 0 0 0 0 0 0 0 0 0 0 4 0 Off Off Off Off Off Off Off Off

4 0 0 0 0 0 0 0 0 0 0 5 0 Off Off Off Off Off Off Off Off

5 0 0 0 0 0 0 0 0 0 0 6 0 Off Off Off Off Off Off Off Off

6 0 0 0 0 0 0 0 0 0 0 7 0 Off Off Off Off Off Off Off Off

7 0 0 0 0 0 0 0 0 0 0 8 0 Off Off Off Off Off Off Off Off

8 0 0 0 0 0 0 0 0 0 0 9 0 Off Off Off Off Off Off Off Off

9 0 0 0 0 0 0 0 0 0 0 10 0 Off Off Off Off Off Off Off Off

10 0 0 0 0 0 0 0 0 0 0 11 0 Off Off Off Off Off Off Off Off

11 0 0 0 0 0 0 0 0 0 0 12 0 Off Off Off Off Off Off Off Off

12 0 0 0 0 0 0 0 0 0 0 13 0 Off Off Off Off Off Off Off Off

13 0 0 0 0 0 0 0 0 0 0 14 0 Off Off Off Off Off Off Off Off

14 0 0 0 0 0 0 0 0 0 0 15 0 Off Off Off Off Off Off Off Off

15 0 0 0 0 0 0 0 0 0 0

16 0 Off Off Off Off Off Off Off Off

16 0 0 0 0 0 0 0 0 0 0

1 0 0 0 0 0

2 0 0 0 0 0

3 0 0 0 0 0

4 0 0 0 0 0

5 0 0 0 0 0

ID: 7292 Rt 27A @ Snedecor Sig# 184.4

Column#..... -> Assign Det# Call No Activity Max Presence Erratic Count

Alt# 1 Ped Parameters+ [5.5.1.4]

6 0 0 0 0 0

7 0 0 0 0 0

8 0 0 0 0 0

10/8/2019

Page 5

Column#..... -> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Assign Det# 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Occ-on-green Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Occ-on-yellow Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Occ-on-red Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Delay Phase 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Phase 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Detector Mode NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM Source 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Alt# 1 Veh Parameters+ [5.5.1.3]

2 0 Off Off Off Off Off Off Off Off

Alt# 1 Veh Options [5.5.1.2]

1 0 0 0 0 0 0 0 0 0 0

Column#..... -> Assign Det# Call Swiitch Delay Extend Queue No Activity Max Presence Erratic Count Fail Time

Alt# 1 Veh Parameters [5.5.1.1]

1 0 On Off Off On Off Off Off Off Off Off Off Off 0

Column # -> Assign Ø Lock Calls Soft Recall Dual Enrty Enabl SimGap Guar Passage Rest In Walk Cond Service Reservice Non-Act 1 Red Rest Max2 Ped Delay Conflicting Ø1

2 0 On Off Off On Off Off Off Off Off Off Off Off 0

3 0 On Off Off On Off Off Off Off Off Off Off Off 0

2 0 On Off Off On Off Off Off Off Off Off Off Off 0

3 0 On Off Off On Off Off Off Off Off Off Off Off 0

Alt# 4 Options Table [1.1.6.2.4]

2 0 On Off Off On Off Off Off Off Off Off Off Off 0

Alt# 3 Options Table [1.1.6.2.3]

1 0 On Off Off On Off Off Off Off Off Off Off Off 0

Column # -> Assign Ø Lock Calls Soft Recall Dual Enrty Enabl SimGap Guar Passage Rest In Walk Cond Service Reservice Non-Act 1 Red Rest Max2 Ped Delay Conflicting Ø1

Alt# 2 Options Table [1.1.6.2.2]

4 0 On Off Off On Off Off Off Off Off Off Off Off 0

5 0 On Off Off On Off Off Off Off Off Off Off Off 0

6 0 On Off Off On Off Off Off Off Off Off Off Off 0

7 0 On Off Off On Off Off Off Off Off Off Off Off 0

8 0 On Off Off On Off Off Off Off Off Off Off Off 0

8 0 On Off Off On Off Off Off Off Off Off Off Off 0 1 0 Off Off Off Off Off Off Off Off

Column#..... -> Assign Det# Call Extend Queue Added Initial Red Lock Yellow Lock Occupancy Volume

2 0 0 0 0 0 0 0 0 0 0

3 0 Off Off Off Off Off Off Off Off

3 0 0 0 0 0 0 0 0 0 0 4 0 Off Off Off Off Off Off Off Off

4 0 0 0 0 0 0 0 0 0 0 5 0 Off Off Off Off Off Off Off Off

5 0 0 0 0 0 0 0 0 0 0 6 0 Off Off Off Off Off Off Off Off

6 0 0 0 0 0 0 0 0 0 0 7 0 Off Off Off Off Off Off Off Off

7 0 0 0 0 0 0 0 0 0 0 8 0 Off Off Off Off Off Off Off Off

8 0 0 0 0 0 0 0 0 0 0 9 0 Off Off Off Off Off Off Off Off

9 0 0 0 0 0 0 0 0 0 0 10 0 Off Off Off Off Off Off Off Off

10 0 0 0 0 0 0 0 0 0 0 11 0 Off Off Off Off Off Off Off Off

11 0 0 0 0 0 0 0 0 0 0 12 0 Off Off Off Off Off Off Off Off

12 0 0 0 0 0 0 0 0 0 0 13 0 Off Off Off Off Off Off Off Off

13 0 0 0 0 0 0 0 0 0 0 14 0 Off Off Off Off Off Off Off Off

14 0 0 0 0 0 0 0 0 0 0 15 0 Off Off Off Off Off Off Off Off

15 0 0 0 0 0 0 0 0 0 0

16 0 Off Off Off Off Off Off Off Off

16 0 0 0 0 0 0 0 0 0 0

1 0 0 0 0 0

2 0 0 0 0 0

3 0 0 0 0 0

4 0 0 0 0 0

5 0 0 0 0 0

ID: 7292 Rt 27A @ Snedecor Sig# 184.4

Column#..... -> Assign Det# Call No Activity Max Presence Erratic Count

Alt# 2 Ped Parameters+ [5.5.2.4]

6 0 0 0 0 0

7 0 0 0 0 0

8 0 0 0 0 0

10/8/2019

Page 6

Alt# 2 Veh Parameters+ [5.5.2.3]

2 0 Off Off Off Off Off Off Off Off

Alt# 2 Veh Options [5.5.2.2]

1 0 0 0 0 0 0 0 0 0 0

Column#..... -> Assign Det# Call Swiitch Delay Extend Queue No Activity Max Presence Erratic Count Fail Time

Alt# 2 Veh Parameters [5.5.2.1]

ID: 7292

Rt 27A @ Snedecor Sig# 184.4

J F M A M J J A S O N D 1 On On On On On On On On On On On On J F M A M J J A S O N D 2 On On On On On On On On On On On On J F M A M J J A S O N D 3 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 4 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 5 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 6 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 7 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 8 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 9 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 10 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 11 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 12 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 13 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 14 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 15 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 16 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 17 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 18 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 19 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 20 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 21 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 22 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 23 Off Off Off Off Off Off Off Off Off Off Off Off J F M A M J J A S O N D 24 Off Off Off Off Off Off Off Off Off Off Off Off

Annual Schedule [4.3] Month of Year

Day of Week

S M T W T F S Off On On On On On Off S M T W T F S On Off Off Off Off Off On S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off S M T W T F S Off Off Off Off Off Off Off 1

2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

On On On On On On On On On On On On On On On On On On On On On On On On On On On On On On On Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

10/8/2019 Page 7

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

On On On On On On On On On On On On On On On On On On On On On On On On On On On On On On On

DayLink

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Plan To

Date

Day Plan 2

Day Plan 3

Action Table [4.5]

Coord Alternate Tables - Pat+ [2.6]

Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act Act# Pat# A1 A2 A3 S1 S2 S3 S4 S5 S6 S7 S8 Pat# ØOpt ØTime DetG Call Inh CIC CNA1 1 0 26 9 0 0 0 1 0 0 26 9 0 0 0 1 0 0 0 9 0 0 0 1 Off Off Off Off Off Off Off Off Off Off Off 1 0 0 0 0 0 Off Off 1 0 1 0 0 2 7 0 1 10 0 0 0 2 0 0 0 10 0 0 0 2 Off Off Off Off Off Off Off Off Off Off Off 2 0 0 0 0 0 Off Off 2 6 30 1 10 0 2 0 2 11 0 0 0 3 23 0 26 11 0 0 0 3 0 0 0 11 0 0 0 3 Off Off Off Off Off Off Off Off Off Off Off 3 0 0 0 0 0 Off Off 3 9 3 0 0 4 0 0 0 12 0 0 0 4 0 0 0 12 0 0 0 4 Off Off Off Off Off Off Off Off Off Off Off 4 0 0 0 0 0 Off Off 4 14 40 3 12 0 4 1 13 0 0 0 5 0 0 0 13 0 0 0 5 0 0 0 13 0 0 0 5 Off Off Off Off Off Off Off Off Off Off Off 5 0 0 0 0 0 Off Off 5 19 0 5 0 0 14 0 0 0 6 0 0 0 14 0 0 0 6 0 0 0 14 0 0 0 6 Off Off Off Off Off Off Off Off Off Off Off 6 0 0 0 0 0 Off Off 6 0 6 0 0 15 0 0 0 7 0 0 0 15 0 0 0 7 0 0 0 15 0 0 0 7 Off Off Off Off Off Off Off Off Off Off Off 7 0 0 0 0 0 Off Off 7 0 7 0 8 Off Off Off Off Off Off Off Off Off Off Off 8 0 0 16 0 0 0 8 0 0 0 16 0 0 0 0 16 0 0 0 8 0 0 0 0 0 0 Off Off 8 8 0 0 0 0 0 Off Off 9 Off Off Off Off Off Off Off Off Off Off Off 9 0 9 Day Plan 4 Day Plan 5 Day Plan 6 0 0 0 0 0 Off Off Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act 10 10 Off Off Off Off Off Off Off Off Off Off Off 10 0 0 9 0 0 0 1 0 0 0 9 0 0 0 1 0 0 0 9 0 0 0 11 11 Off Off Off Off Off Off Off Off Off Off Off 11 0 0 0 0 0 Off Off 1 0 0 0 10 0 0 0 2 0 0 0 10 0 0 0 2 0 0 0 10 0 0 0 12 12 Off Off Off Off Off Off Off Off Off Off Off 12 0 0 0 0 0 Off Off 2 0 0 0 11 0 0 0 3 0 0 0 11 0 0 0 3 0 0 0 11 0 0 0 13 13 Off Off Off Off Off Off Off Off Off Off Off 13 0 0 0 0 0 Off Off 3 0 0 0 12 0 0 0 4 0 0 0 12 0 0 0 4 0 0 0 12 0 0 0 14 14 Off Off Off Off Off Off Off Off Off Off Off 14 0 0 0 0 0 Off Off 4 0 0 0 13 0 0 0 5 0 0 0 13 0 0 0 5 0 0 0 13 0 0 0 15 15 Off Off Off Off Off Off Off Off Off Off Off 15 0 0 0 0 0 Off Off 5 0 0 0 14 0 0 0 6 0 0 0 14 0 0 0 6 0 0 0 14 0 0 0 16 16 Off Off Off Off Off Off Off Off Off Off Off 16 0 0 0 0 0 Off Off 6 0 0 0 15 0 0 0 7 0 0 0 15 0 0 0 7 0 0 0 15 0 0 0 17 17 Off Off Off Off Off Off Off Off Off Off Off 17 0 0 0 0 0 Off Off 7 0 0 0 18 18 Off Off Off Off Off Off Off Off Off Off Off 18 0 0 16 0 0 0 8 0 0 0 16 0 0 0 16 0 0 0 8 0 0 0 0 0 0 Off Off 8 0 0 0 0 0 Off Off 0 19 19 Off Off Off Off Off Off Off Off Off Off Off 19 Day Plan 7 Day Plan 8 Day Plan 9 0 0 0 0 0 Off Off Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act 20 20 Off Off Off Off Off Off Off Off Off Off Off 20 0 0 9 0 0 0 1 0 0 0 9 0 0 0 1 0 0 0 9 0 0 0 21 21 Off Off Off Off Off Off Off Off Off Off Off 21 0 0 0 0 0 Off Off 1 0 0 0 10 0 0 0 2 0 0 0 10 0 0 0 2 0 0 0 10 0 0 0 22 22 Off Off Off Off Off Off Off Off Off Off Off 22 0 0 0 0 0 Off Off 2 0 0 0 11 0 0 0 3 0 0 0 11 0 0 0 3 0 0 0 11 0 0 0 23 23 Off Off Off Off Off Off Off Off Off Off Off 23 0 0 0 0 0 Off Off 3 0 0 0 12 0 0 0 4 0 0 0 12 0 0 0 4 0 0 0 12 0 0 0 24 24 Off Off Off Off Off Off Off Off Off Off Off 24 0 0 0 0 0 Off Off 4 0 0 0 13 0 0 0 5 0 0 0 13 0 0 0 5 0 0 0 13 0 0 0 25 0 Off Off Off Off Off Off Off Off Off Off Off 25 0 0 0 0 0 Off Off 5 0 0 0 14 0 0 0 6 0 0 0 14 0 0 0 6 0 0 0 14 0 0 0 26 0 Off Off Off Off Off Off Off Off Off Off Off 26 0 0 0 0 0 Off Off 6 0 0 0 15 0 0 0 7 0 0 0 15 0 0 0 7 0 0 0 15 0 0 0 27 0 Off Off Off Off Off Off Off Off Off Off Off 27 0 0 0 0 0 Off Off 7 0 0 28 0 Off Off Off Off Off Off Off Off Off Off Off 28 0 0 8 0 0 0 16 0 0 0 0 16 0 0 0 16 0 0 0 8 0 0 0 0 0 0 Off Off 8 0 0 Off Off Off Off Off Off Off Off Off Off Off 29 0 0 0 0 0 Off Off 29 Day Plan 10 Day Plan 11 Day Plan 12 0 Off Off Off Off Off Off Off Off Off Off Off 30 0 0 0 0 0 Off Off Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act 30 0 0 9 0 0 0 1 0 0 0 9 0 0 0 1 0 0 0 9 0 0 0 31 0 Off Off Off Off Off Off Off Off Off Off Off 31 0 0 0 0 0 Off Off 1 0 0 0 10 0 0 0 2 0 0 0 10 0 0 0 2 0 0 0 10 0 0 0 32 0 Off Off Off Off Off Off Off Off Off Off Off 32 0 0 0 0 0 Off Off 2 0 0 0 11 0 0 0 3 0 0 0 11 0 0 0 3 0 0 0 11 0 0 0 33 0 Off Off Off Off Off Off Off Off Off Off Off 33 0 0 0 0 0 Off Off 3 0 0 0 12 0 0 0 4 0 0 0 12 0 0 0 4 0 0 0 12 0 0 0 34 0 Off Off Off Off Off Off Off Off Off Off Off 34 0 0 0 0 0 Off Off 4 0 0 0 13 0 0 0 5 0 0 0 13 0 0 0 5 0 0 0 13 0 0 0 35 0 Off Off Off Off Off Off Off Off Off Off Off 35 0 0 0 0 0 Off Off 5 0 0 0 14 0 0 0 6 0 0 0 14 0 0 0 6 0 0 0 14 0 0 0 36 0 Off Off Off Off Off Off Off Off Off Off Off 36 0 0 0 0 0 Off Off 6 0 0 0 15 0 0 0 7 0 0 0 15 0 0 0 7 0 0 0 15 0 0 0 37 0 Off Off Off Off Off Off Off Off Off Off Off 37 0 0 0 0 0 Off Off 7 0 0 0 16 0 0 0 8 0 0 0 16 0 0 0 8 0 0 0 0 0 0 Off Off 0 0 16 0 0 0 38 0 Off Off Off Off Off Off Off Off Off Off Off 38 8 0 0 Off Off Off Off Off Off Off Off Off Off Off 39 0 0 0 0 0 Off Off 39 Day Plan 13 Day Plan 14 Day Plan 15 0 Off Off Off Off Off Off Off Off Off Off Off 40 0 0 0 0 0 Off Off Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act Hour Min Act 40 0 0 9 0 0 0 1 0 0 0 9 0 0 0 1 0 0 0 9 0 0 0 0 0 0 0 0 Off Off 1 0 41 0 0 10 0 0 0 2 0 0 0 10 0 0 0 2 0 0 0 10 0 0 0 48 0 Off Off Off Off Off Off Off Off Off Off Off 42 0 0 0 0 0 Off Off 2 0 0 0 11 0 0 0 3 0 0 0 11 0 0 0 3 0 0 0 11 0 0 0 0 0 0 0 0 Off Off 3 0 43 0 0 12 0 0 0 4 0 0 0 12 0 0 0 4 0 0 0 12 0 0 0 98 0 Off Off Off Off Off Off Off Off Off Off Off 44 0 0 0 0 0 Off Off 4 0 0 0 13 0 0 0 5 0 0 0 13 0 0 0 5 0 0 0 13 0 0 0 99 0 Off Off Off Off Off Off Off Off Off Off Off 45 0 0 0 0 0 Off Off 5 0 0 0 14 0 0 0 6 0 0 0 14 0 0 0 6 0 0 0 14 0 0 0 100 255 Off Off Off Off Off Off Off Off Off Off Off 46 0 0 0 0 0 Off Off 6 0 ID: 7292 Rt 27A @ Snedecor Sig# 18 47 0 0 15 0 0 0 7 0 0 0 15 0 0 0 7 0 0 0 15 0 0 0 0 0 0 0 0 Off Off 7 0 Page 8 0 0 16 0 0 0 8 0 0 0 16 0 0 0 8 0 0 0 16 0 0 0 10/08/19 0 0 0 0 0 Off Off 8 0 48

Day Plan 1

Day Plans [4.4]

Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

Overlap Off 3

Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

Dia

DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT

Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

Max2

O1-1 O1-2 O1-3 O1-4 O1-5 O1-6 O1-7 O1-8 O2-1 O2-2 O2-3 O2-4 O2-5 O2-6 O2-7 O2-8 O3-1 O3-2 O3-3 O3-4 O3-5 O3-6 O3-7 O3-8 O4-1 O4-2 O4-3 O4-4 O4-5 O4-6 O4-7 O4-8 O5-1 O5-2 O5-3 O5-4 O5-5 O5-6 O5-7 O5-8 O6-1 O6-2 O6-3 O6-4 O6-5 O6-6 O6-7 O6-8

1 Ch1 Red 49 Ch1 Green 2 Ch2 Red 26 Ch2 Yellow 50 Ch2 Green 3 Ch3 Red 27 Ch3 Yellow 51 Ch3 Green 4 Ch4 Red 52 Ch4 Green 5 Ch5 Red 29 Ch5 Yellow 53 Ch5 Green 6 Ch6 Red 30 Ch6 Yellow 54 Ch6 Green 7 Ch7 Red 55 Ch7 Green 8 Ch8 Red 32 Ch8 Yellow 56 Ch8 Green 9 Ch9 Red 33 Ch9 Yellow 57 Ch9 Green 10 Ch10 Red 58 Ch10 Green 11 Ch11 Red 35 Ch11 Yellow 59 Ch11 Green 12 Ch12 Red 36 Ch12 Yellow 60 Ch12 Green 28 Ch4 Yellow 34 Ch10 Yellow 25 Ch1 Yellow 31 Ch7 Yellow 115 Not Used 115 Not Used 115 Not Used 114 Watchdog 115 Not Used 115 Not Used 13 Ch13 Red 37 Ch13 Yellow 61 Ch13 Green 14 Ch14 Red 38 Ch14 Yellow 62 Ch14 Green

C1-USER IO Map [1.8.9.2 Out ]

ID: 7292 Rt 27A @ Snedecor Sig# 184.4

C1-USER IO Map [1.8.9.1 In ] I1-1 1 Veh Call 1 I1-2 2 Veh Call 2 I1-3 3 Veh Call 3 I1-4 4 Veh Call 4 I1-5 5 Veh Call 5 I1-6 189 Unused I1-7 189 Unused I1-8 189 Unused I2-1 189 Unused I2-2 189 Unused I2-3 189 Unused I2-4 189 Unused I2-5 189 Unused I2-6 189 Unused I2-7 189 Unused I2-8 129 Ped Call 1 I3-1 189 Unused I3-2 189 Unused I3-3 189 Unused I3-4 189 Unused I3-5 189 Unused I3-6 189 Unused I3-7 189 Unused I3-8 189 Unused I4-1 I4-2 C11S Connector I4-3 I4-4 I4-5 189 Unused I4-6 189 Unused I4-7 229 33xCMUStop I4-8 228 33xFlashSns I5-1 189 Unused I5-2 189 Unused I5-3 189 Unused I5-4 189 Unused I5-5 189 Unused I5-6 189 Unused I5-7 189 Unused I5-8 189 Unused I6-1 189 Unused I6-2 189 Unused I6-3 189 Unused I6-4 189 Unused I6-5 189 Unused I6-6 189 Unused I6-7 189 Unused I6-8 189 Unused 115 Not Used 115 Not Used 115 Not Used 115 Not Used 115 Not Used 115 Not Used 115 Not Used 115 Not Used

C11S-USER IO Map [1.8.9.1 In ] I4-1 189 Unused I4-2 189 Unused I4-3 189 Unused I4-4 189 Unused I7-1 189 Unused I7-2 189 Unused I7-3 189 Unused I7-4 189 Unused I7-5 189 Unused I7-6 189 Unused I7-7 189 Unused I7-8 189 Unused I8-1 189 Unused I8-2 189 Unused I8-3 189 Unused I8-4 189 Unused I8-5 189 Unused I8-6 189 Unused I8-7 189 Unused I8-8 189 Unused C11S-USER IO Map [1.8.9.2 Out] O8-1 115 Not Used O8-2 115 Not Used O8-3 115 Not Used O8-4 115 Not Used O8-5 115 Not Used O8-6 115 Not Used O8-7 115 Not Used O8-8 115 Not Used

O7-1 O7-2 O7-3 O7-4 O7-5 O7-6 O7-7 O7-8

C1-USER IO Map [1.8.9.2 Out ]

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

Port

0 0 0 0 0

0 0 0 0

ASYNC1 ASYNC2 ASYNC3 ASYNC4 SYNC1 SYNC2

SP1 OFF SP2 OFF SP3 OFF SP4 OFF SP5S SYNC3 OFF SYNC4

Echo

0 0 0 0 OFF OFF

0 0 0 0

22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42

I I I I I I I I I I

Mode

2070 Port Binding Ports [6.6]

Addr Mask Brdcst GtWay Port

Addressing

2070 IP 1 Addressing [6.5]

SWLOAD SECURE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE

IO Logic [1.8.7] Result I 0 = I 0 = I 0 = I 0 = I 0 = I 0 = I 0 = I 0 = I 0 = I 0 = Security Access Levels [8.2]

0 0 0 0

NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE

Fcn Oper ---- 0 ---- 0 ---- 0 ---- 0 ---- 0 ---- 0 ---- 0 ---- 0 ---- 0 ---- 0

TS2/CVM CMU/MMU Opticom Loop Det. GPS

NONE NONE NONE NONE NONE

Channel

0 0 0 0 0

SYSUp SYSDown Shell

Function

0 0 0 0

ASYNC2 ASYNC1 NONE

Channel

NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE

Oper 0 0 0 0 0 0 0 0 0 0

2070 Port Binding Functions [6.6] Function

Addr Mask Brdcst GtWay Port

Addressing

Fcn -------------------------------

2070 IP 2 Addressing [6.5]

43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64

I I I I I I I I I I

0 0 0 0

0 0

7292

10/08/19

Page 9

Port Baud Rate FCM 9600 MODE 6 SP1 9600 MODE 6 SP2 19200 MODE 6 SP3 38400 MODE 6 SP4 1200 AUTO SP5 1200 AUTO SP6 1200 AUTO SP7 1200 AUTO SP8

2070 Port Parms [6.2]

OFF Enable Modem 0 Idle Time 0 Dial Time #N/A Tel: #N/A Alt:

SysUp Modem [6.1]

Station ID Group ID Master ID Backup Time

Fcn Timer DLY I ---- 0 DLY I ---- 0 DLY I ---- 0 DLY I ---- 0 DLY I ---- 0 DLY I ---- 0 DLY I ---- 0 DLY I ---- 0 DLY I ---- 0 DLY I ---- 0 Com Parameters [6.1]

Event / Alarm

Ev Alr Call Phases[1.1.5]

Redirect Phases[1.1.5]

Inhibit Phases[1.1.5]

1 Power Up Alarm. Off Off Ø Phases Called By Ø 9 10 8 6 7 From To From To From To From To 1 2 3 4 5 0 0 0 0 0 0 0 0 0 0 2 Stop Timing On On 1 0 0 1 1 Off Off Off Off Off Off Off Off Off Off 3 TS1 Cabinet Door On On 2 0 0 0 0 0 0 0 0 0 0 0 0 2 2 Off Off Off Off Off Off Off Off Off Off 0 0 0 0 0 0 0 0 0 0 4 Coordination Failure On On 3 0 0 3 Off Off Off Off Off Off Off Off Off Off 3 5 External Alarm # 1 Off Off 4 0 0 0 0 0 0 0 0 0 0 0 0 4 4 Off Off Off Off Off Off Off Off Off Off 6 External Alarm # 2 0 0 0 Off Off 5 0 0 0 0 0 0 0 0 0 5 5 Off Off Off Off Off Off Off Off Off Off 7 External Alarm # 3 Off Off 6 0 0 0 0 0 0 0 0 0 0 0 0 6 6 Off Off Off Off Off Off Off Off Off Off 8 External Alarm # 4 Off Off 7 0 0 0 0 0 0 0 0 0 0 0 0 7 7 Off Off Off Off Off Off Off Off Off Off 0 0 0 0 0 0 9 Closed Loop Disabled Off Off 8 0 0 0 0 0 0 8 Off Off Off Off Off Off Off Off Off Off 8 0 0 0 0 0 0 0 0 0 0 0 10 External Alarm # 5 Off Off 9 0 9 Off Off Off Off Off Off Off Off Off Off 9 11 External Alarm # 6 Off Off 10 0 0 0 0 10 0 0 0 0 0 0 0 0 10 Off Off Off Off Off Off Off Off Off Off 12 Manual Control Enable Off On 11 0 0 0 0 11 0 0 0 0 0 0 0 0 11 Off Off Off Off Off Off Off Off Off Off 13 Coord Free Input Off On 12 0 0 0 0 12 0 0 0 0 0 0 0 0 12 Off Off Off Off Off Off Off Off Off Off 14 Local Flash Input Off On 13 0 0 0 0 13 0 0 0 0 0 0 0 0 13 Off Off Off Off Off Off Off Off Off Off 15 MMU Flash Off On 14 0 0 0 0 14 0 0 0 0 0 0 0 0 14 Off Off Off Off Off Off Off Off Off Off 16 CMU Flash Off On 15 0 0 0 0 15 0 0 0 0 0 0 0 0 15 Off Off Off Off Off Off Off Off Off Off 0 0 0 0 0 0 0 17 Cycle Fault Off On 16 0 0 0 0 16 0 16 Off Off Off Off Off Off Off Off Off Off 18 Cycle Failure Off On Alt Call & Redirect # 1 [1.1.6.3] Alt Inhibit Phases # 1 [1.1.6.3] 19 Coordination Fault Off On Col Ø Phases Called By Ø 3 4 5 6 7 8 9 10 From To From To From To From To 1 2 20 Controller Fault Off On 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Off Off Off Off Off Off Off Off Off Off 1 21 Detector SDLC Failure Off On 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Off Off Off Off Off Off Off Off Off Off 2 22 MMU SDLC Failure Off On 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Off Off Off Off Off Off Off Off Off Off 3 23 Critical SDLC Failure Off On 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 Off Off Off Off Off Off Off Off Off Off 4 24 Reserved Off On 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Off Off Off Off Off Off Off Off Off Off 5 0 0 0 0 0 0 0 0 6 Off Off Off Off Off Off Off Off Off Off 25 EEPROM CRC Fault Off On 6 0 0 0 0 0 6 0 0 0 0 0 0 7 Off Off Off Off Off Off Off Off Off Off 0 0 0 0 0 0 26 Detector Diagnostic FailureOn On 7 0 7 0 0 0 0 0 0 0 8 Off Off Off Off Off Off Off Off Off Off 27 BIU Detector Failure Off On 8 0 0 0 0 0 0 8 28 Queue detector alarm Off On Alt Call & Redirect # 2 [1.1.6.3] Alt Inhibit Phases # 2 [1.1.6.3] From To From To From To From To 4 1 2 3 5 6 7 8 9 10 29 Ped Detector Fault On On Col Ø Phases Called By Ø 30 Coord Diagnostic Fault On On 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Off Off Off Off Off Off Off Off Off Off 1 41 TempAlert Probe Ch. A Off Off 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Off Off Off Off Off Off Off Off Off Off 2 0 0 0 0 0 3 Off Off Off Off Off Off Off Off Off Off 42 TempAlert Probe Ch. B Off Off 3 0 0 0 0 0 0 0 0 3 47 Coord Active On On 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 Off Off Off Off Off Off Off Off Off Off 4 48 Preempt Active On On 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Off Off Off Off Off Off Off Off Off Off 5 49 Preempt 1 Input Off On 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 Off Off Off Off Off Off Off Off Off Off 6 0 0 0 0 0 0 7 Off Off Off Off Off Off Off Off Off Off 50 Preempt 2 Input Off On 7 0 0 0 0 0 0 0 7 51 Preempt 3 Input Off On 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 Off Off Off Off Off Off Off Off Off Off 8 52 Preempt 4 Input Off On Coord, CIC Plans [2.3] Unit Parameters [1.2.1] 2 3 4 5 6 7 8 Allow Skip Yellow OFF 0 53 Preempt 5 Input Off On CIC CoØ Grow 1 Max Cycle Time OFF ALARM 54 Preempt 6 Input Off On 1 OFF 0 0 0 0 0 0 0 0 0 TOD Dim Enable Cycle Fault Action OFF 55 Preempt 7 Input Off On 2 OFF 0 0 0 0 0 0 0 0 0 Tone Disable 4Ph 56 Preempt 8 Input Off On 3 OFF 0 0 0 0 0 0 0 0 0 Diamond Mode 900 0 Backup Time (s) 57 Preempt 9 Input Off On 4 OFF 0 0 0 0 0 0 0 0 OFF 58 Preempt 10 Input Off On Auto Flash Phase/Olap Settings [1.4.2] Disable Init Ped 0 0 0 0 0 0 0 0 Cycle Fault Action ALARM 61 In Transition Off Off Yel Ø 0 0 0 0 0 0 0 0 Enable Run Timer ON 81 FIO Status Alarm Off Off Yel (olaps) ID: 7292 Rt 27A @ Snedecor Sig# 184.4

10/08/19

Off Off Off Off Off Off Off Off

13 Off Off Off Off Off Off Off Off

12 Off Off Off Off Off Off Off Off

11 Off Off Off Off Off Off Off Off

13 Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off 12 Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

11 Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

Off Off Off Off Off Off Off Off

14 Off Off Off Off Off Off Off Off

14 Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

Off Off Off Off Off Off Off Off

16 Off Off Off Off Off Off Off Off

16 Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

Page 10

Off Off Off Off Off Off Off Off

15 Off Off Off Off Off Off Off Off

15 Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off

2 10 1 50 0 4.3 2 7 15 0 0 0 0 0 0 0 0 0 0 2 On Off On Off Off On Off Off On On Off Off Off Off Off Off 2 Off Off Off Off Off 0 0 0 Off 0

3 5 3 25 40 3.6 2 7 15 0 0 0 0 0 0 0 0 0 0 3 On Off Off Off Off Off Off Off On On Off Off Off Off Off Off 3 Off Off Off Off Off 0 0 0 Off 0

4 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 4 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 4 Off Off Off Off Off 0 0 0 Off 0

5 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 5 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 5 Off Off Off Off Off 0 0 0 Off 0

6 10 1 50 0 4.3 2 0 0 0 0 0 0 0 0 0 0 0 0 6 On Off On Off Off On Off Off On On Off Off Off Off Off Off 6 Off Off Off Off Off 0 0 0 Off 0

ID: 7291 Rt 27A @ Pease Rd Sig# 184.34

1 5 Min Green 2 Gap, Ext 15 Max 1 20 Max 2 3 Yel Clearance 2 Red Clearance 0 Walk 0 Ped Clearance 0 Red Revert 0 Add Initial 0 Max Initial 0 Time B4 Reduct 0 Cars B4 Reduct 0 Time To Reduce 0 Reduce By 0 Min Gap 0 DyMaxLim 0 Max Step Options [1.1.2] 1 On Enable Off Min Recall Off Max Recall Off Ped Recall Off Soft Recall Off Lock Calls Off Auto Flash Entry Off Auto Flash Exit Off Dual Entry Enable Simul Gap On Gaurantee Passage Off Off Rest In Walk Off Conditon Service Off Non-Actuated 1 Off Non-Actuated 2 Off Add Init Calc Options+ [1.1.3] 1 Off Reservice Off PedClr Thru Yel Off Skip Red No Call Off Red Rest Off Max II 0 Call Phase 0 Conflicting Phase 0 Omit Yellow Off Ped Delay 0 Grn/Ped Delay

Phase Times [1.1.1] 7 5 3 25 40 3.6 2 0 0 0 0 0 0 0 0 0 0 0 0 7 On Off Off Off Off Off Off Off On On Off Off Off Off Off Off 7 Off Off Off Off Off 0 0 0 Off 0

STD8

Coordination Patterns [2.4] and Coordination Split Tables [2.7.1] 8 Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq 0 1 13 0 0 13 1 25 0 0 0 1 37 0 0 0 1 1 100 98 1 0 1 14 0 0 14 1 26 0 0 0 1 38 0 0 0 1 2 120 47 2 0 1 15 0 0 15 1 27 0 0 0 1 39 0 0 0 1 3 120 18 3 0 1 Ring/Startup [1.1.4] 0 0 1 16 0 0 16 1 28 0 0 0 1 40 0 4 120 18 4 3.5 5 0 0 5 1 17 0 0 17 1 29 0 0 0 1 41 0 0 0 1 Phs Ring Start Enable 1 0 6 1 18 0 1.5 6 0 0 18 1 30 0 1 RED 0 0 1 42 0 0 0 1 On 2 0 0 1 43 0 0 0 7 1 19 0 0 19 1 31 0 0 0 1 1 GREEN On 7 0 3 0 0 8 1 20 0 0 20 1 32 0 0 0 1 44 0 0 0 1 1 RED On 8 0 4 0 9 1 21 0 0 21 1 33 0 0 0 1 45 0 0 0 1 1 RED Off 0 9 0 5 0 0 1 46 0 0 0 1 2 RED Off 0 10 1 22 0 0 22 1 34 0 0 10 0 6 GREEN On 0 0 1 47 0 0 0 1 2 0 11 0 0 11 1 23 0 0 23 1 35 0 7 0 12 0 0 12 1 24 0 0 24 1 36 0 0 0 1 48 0 0 0 1 2 RED On 8 0 Split 2 RED Off 1 2 3 4 5 6 7 8 Split 1 2 3 4 5 6 7 8 0 1 Coor 26 33 41 0 0 59 41 0 13 Coor 0 0 0 0 0 0 0 0 Coord Modes [2.1] 0 0 NON NON NON NON NON NON NON NON Test OpMode 2 NON MAX NON NON NON MAX NON NON SHRT/LNG 0 2 Coor 20 67 33 0 0 87 33 0 14 Coor 0 0 0 0 0 0 0 0 Correction MAX 1 0 NON NON NON NON NON NON NON NON Maximum 2 NON MAX NON NON NON MAX NON NON FIXED 0 0 79 41 0 15 Coor 0 0 0 0 0 0 0 0 Force-Off 3 Coor 21 58 41 0 NON NON NON NON NON NON NON NON Closed Loop ON 8 2 NON MAX NON NON NON MAX NON NON Off 4 Coor 21 58 41 0 0 79 41 0 16 Coor 0 0 0 0 0 0 0 0 Stop-in-Walk OFF ON Off NON NON NON NON NON NON NON NON Auto Reset 2 NON MAX NON NON NON MAX NON NON Off 5 Coor 0 0 0 0 0 0 0 0 17 Coor 0 0 0 0 0 0 0 0 Expand Splt OFF Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Ped Recycle NO_RECYCLE TIMED Off 6 Coor 0 0 0 0 0 0 0 0 18 Coor 0 0 0 0 0 0 0 0 Before TIMED Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON After Off 7 Coor 0 0 0 0 0 0 0 0 Auto Flash [1.4.1] 0 0 0 0 0 0 0 19 Coor 0 PH OVER NON NON NON NON NON NON NON NON Auto Flash Off NON NON NON NON NON NON NON NON 45 Off 8 Coor 0 0 0 0 0 0 0 0 Flash Yel 0 0 0 0 0 0 0 20 Coor 0 0 On NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Flash Red Off 9 Coor 0 0 21 Coor 0 0 0 0 0 0 0 0 Unit Params [1.2.1] 0 0 0 0 0 0 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Phase Mode STD8 USER Off 10 Coor 0 0 0 0 0 0 0 0 22 Coor 0 0 0 0 0 0 0 0 IO Mode Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Loc Flsh Start RED 0 Off 11 Coor 0 0 0 Start Flash(s) 0 0 0 0 0 0 0 23 Coor 0 0 0 0 0 0 6 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Start AllRed(s) OFF 8 12 Coor 0 0 0 0 0 0 0 0 24 Coor 0 0 0 0 0 0 0 0 Yellow < 3" 20 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Display Time Red Revert 3 Off Page# MCE Timeout 0 1 Off 8 Phase Times/Options; Patterns/Splits; Ring Startup; Coord/Flash Mode; Unit Param Feature Profile 0 Off 1A&1B 16 Phase Times/Options; Patterns/Splits; Ring Startup; Coord/Flash Mode; Unit Param Free Ring Seq 1 2 Off Overlaps; Channel Settings; Coord Alt Table+ (values not associated with time-of-day) Auxswitch STOPTM 3 0 Detection; Sample Time and Unit Parameters related to detection SDLC Retry 0 4 0 Preemption and Alternate Phase Time and Phase Options TS2 Det Faults ON 5 0 Annual Schedule Auto Ped Clear OFF 6 Off Day Plans; Action Tables; Coord Alt Table+ (values varied by time-of-day) SDLC Retry 0 7 0 Communications; Secutiry; I/O Setup 10/08/19 Page 1 8 Misc - Events/Alarms; Call/Inhibit/Redirect; P/OLAP Auto Flash; CIC; Misc Unit Param

2 10 1 50 0 4.3 2 7 15 0 0 0 0 0 0 0 0 0 0 2 On Off On Off Off On Off Off On On Off Off Off Off Off Off 2 Off Off Off Off Off 0 0 0 Off 0

3 5 3 25 40 3.6 2 7 15 0 0 0 0 0 0 0 0 0 0 3 On Off Off Off Off Off Off Off On On Off Off Off Off Off Off 3 Off Off Off Off Off 0 0 0 Off 0

4 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 4 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 4 Off Off Off Off Off 0 0 0 Off 0

5 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 5 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 5 Off Off Off Off Off 0 0 0 Off 0

6 10 1 50 0 4.3 2 0 0 0 0 0 0 0 0 0 0 0 0 6 On Off On Off Off On Off Off On On Off Off Off Off Off Off 6 Off Off Off Off Off 0 0 0 Off 0

ID: 7291 Rt 27A @ Pease Rd Sig# 184.34

Times [1.1.1] 1 50 Min Green 2 Gap, Ext 15 Max 1 20 Max 2 3 Yel Clearance 2 Red Clearance 0 Walk 0 Ped Clearance 0 Red Revert 0 Add Initial 0 Max Initial 0 Time B4 Reduct 0 Cars B4 Reduct 0 Time To Reduce 0 Reduce By 0 Min Gap 0 DyMaxLim 0 Max Step Options [1.1.2] 1 On Enable Off Min Recall Off Max Recall Off Ped Recall Off Soft Recall Off Lock Calls Off Auto Flash Entry Off Auto Flash Exit Off Dual Entry Enable Simul Gap On Gaurantee Passage Off Off Rest In Walk Conditon Service Off Off Non-Actuated 1 Off Non-Actuated 2 Off Add Init Calc Options+ [1.1.3] 1 Off Reservice Off PedClr Thru Yel Skip Red No Call Off Off Red Rest Off Max II 0 Call Phase 0 Conflicting Phase 0 Omit Yellow Off Ped Delay 0 Grn/Ped Delay 7 5 3 25 40 3.6 2 0 0 0 0 0 0 0 0 0 0 0 0 7 On Off Off Off Off Off Off Off On On Off Off Off Off Off Off 7 Off Off Off Off Off 0 0 0 Off 0

8 Coord Patterns [2.4] and Split Tables [2.7.1] 0 Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq Pat# Cyc Off Split Seq User 0 1 1 13 0 0 13 1 0 0 0 1 0 0 0 1 1 100 98 25 37 1 0 0 0 2 1 14 0 0 14 1 0 0 0 1 0 38 26 2 120 47 Phase 0 3 1 15 0 0 15 1 0 0 0 1 0 0 0 1 3 120 18 27 39 1 0 0 0 1 3.5 4 120 18 4 1 16 0 0 16 1 0 0 0 40 28 Mode 0 0 1 0 1.5 5 1 0 0 0 1 0 0 5 1 17 0 0 17 41 29 1 18 0 1 0 0 6 0 18 1 0 0 0 1 0 0 0 0 30 42 6 Phase>8 1 0 0 0 1 0 0 0 7 1 19 0 0 19 1 0 0 0 31 43 7 or 0 0 0 8 1 20 0 0 1 0 20 1 0 0 0 1 0 0 8 44 32 Rings > 2 0 0 0 9 1 21 0 0 21 1 0 0 0 1 0 0 0 1 9 33 45 0 0 10 1 22 0 0 22 1 0 0 0 1 0 0 0 1 10 0 34 46 0 0 11 1 23 0 0 23 1 0 0 0 1 0 0 0 1 11 0 35 47 0 0 12 1 24 0 0 24 1 0 0 0 1 0 0 0 1 36 48 12 0 0 Split 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Modes [2.1] 0 Coor 26 0 33 41 0 59 41 0 0 0 0 0 0 0 0 Test OpMode 0 0 1 SHRT/LNG 0 2 NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Correction MAX 1 Coor 20 0 67 33 0 87 33 0 0 0 0 0 0 0 0 0 0 Maximum 2 FIXED 0 2 NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Force-Off Coor 21 ON 8 58 41 0 79 41 0 0 0 0 0 0 0 0 0 0 Closed Loop 3 OFF Off 2 NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Stop-in-Walk Coor 21 ON Off 58 41 0 79 41 0 0 0 0 0 0 0 0 0 0 Auto Reset 4 OFF Off 2 NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Expand Splt NO_RECYCLE Coor 0 Off 0 0 0 0 0 0 0 0 Ped Recycle 0 0 0 0 0 0 0 5 TIMED Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Before TIMED Coor 0 Off 0 0 0 0 0 0 After 0 0 0 0 0 0 0 0 0 6 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Auto Flash [1.4.1] #N/A Coor 0 Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Auto Flash 7 #N/A Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Flash Yel Coor 0 0 On 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Flash Red 8 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Unit Params [1.2.1] STD8 Off Split 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase Mode Coor 0 USER Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IO Mode 9 RED Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Loc Flsh Start 0 Coor 0 Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Start Flash(s) 10 6 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Start AllRed(s) Coor 0 OFF 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yellow < 3" 11 20 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Display Time Coor 0 3 Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert 12 0 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON MCE Timeout Coor 0 0 Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Feature Profile 13 1 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Free Ring Seq STOPTM Coor 0 0 0 0 0 0 0 0 0 0 Auxswitch 0 0 0 0 0 0 0 14 0 0 NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON SDLC RetryTm Coor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TS2 Det Faults ON 0 0 0 15 Off NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Auto Ped Clear OFF Coor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <- Mode NON is Blank 16 Page 1A NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON 10/08/19

10 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 10 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 10 Off Off Off Off Off 0 0 0 Off 0

11 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 11 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 11 Off Off Off Off Off 0 0 0 Off 0

12 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 12 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 12 Off Off Off Off Off 0 0 0 Off 0

13 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 13 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 13 Off Off Off Off Off 0 0 0 Off 0

ID: 7291 Rt 27A @ Pease Rd Sig# 184.34

15 0 0 0 0 3.5 1.5 0 0 0 0 0 0 0 0 0 0 0 0 15 Off Off Off Off Off Off Off Off Off On Off Off Off Off Off Off 15 Off Off Off Off Off 0 0 0 Off 0

Cyc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Split 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

Note: Expanded Splits are not used because "Expanded Splits" is OFF Split 1 2 3 4 5 Seq Pat# Cyc Off Split Seq Coord 1 0 0 0 1 25 0 0 0 0 0 1 1 0 0 0 1 NON NON NON NON NON 26 Coord 1 0 0 0 1 27 0 0 0 0 0 2 1 NON NON NON NON NON 0 1 0 0 28 Coord 1 0 0 0 1 29 0 0 0 0 0 3 1 0 0 0 1 NON NON NON NON NON 30 Coord 1 0 0 0 1 31 0 0 0 0 0 4 1 0 0 0 1 NON NON NON NON NON 32 Coord 1 0 0 0 1 33 0 0 0 0 0 5 1 0 0 0 1 NON NON NON NON NON 34 Coord 1 0 0 0 1 35 6 0 0 0 0 0 1 0 0 0 1 NON NON NON NON NON 36 Coord 0 0 0 1 1 37 7 0 0 0 0 0 1 0 0 0 1 NON NON NON NON NON 38 Coord 1 0 0 0 1 8 0 0 0 0 0 39 1 0 0 0 1 NON NON NON NON NON 40 Coord 1 0 0 0 1 9 0 0 0 0 0 41 1 0 0 0 1 NON NON NON NON NON 42 1 0 0 0 1 10 Coord 0 0 0 0 0 43 0 0 1 0 1 NON NON NON NON NON 44 1 0 0 0 1 11 Coord 0 0 0 0 45 0 1 0 0 0 1 NON NON NON NON NON 46 1 0 0 0 1 47 12 Coord 0 0 0 0 0 0 0 0 1 NON NON NON NON NON 1 48 0 0 13 Coord 0 0 0 Expanded Splits OFF NON NON NON NON NON 14 Coord 0 0 0 0 0 NON NON NON NON NON Coordination Patterns [2.4] and Coordination Split Tables [2.7.1] 15 Coord 0 0 0 0 0 NON NON NON NON NON 16 Coord 0 0 0 0 0 NON NON NON NON NON 0 17 Coord 0 0 0 0 NON NON NON NON NON 18 Coord 0 0 0 0 0 NON NON NON NON NON 19 Coord 0 0 0 0 0 NON NON NON NON NON 20 Coord 0 0 0 0 0 NON NON NON NON NON 21 Coord 0 0 0 0 0 NON NON NON NON NON 24 Coord 0 0 0 0 0 0 0 0 NON NON NON NON NON NON NON NON 22 Coord 0 0 0 0 0 NON NON NON NON NON 0 0 0 0 0 0 0 0 NON NON NON NON NON NON NON NON 23 Coord 0 0 0 0 0 ID: 7291 Rt 27A @ Pease Rd Sig# 184.34 10/8/2019 NON NON NON NON NON