Congestion Management Process by GCMPC

Congestion Management Process One of the main components of the 2045 Long Range Transportation Plan (LRTP) is an analysis of congested roadways in Genesee County and the Management Process to address these congested areas. The Congestion Management Process (CMP) is a guideline for the development of capacity improvement projects in Genesee County. Projects are carefully reviewed to determine their suitability for widening and only the most critical areas recommended by road and transit agencies are selected to become part of the list of capacity improvement projects. This careful selection of projects is primarily a result of the limited financial resources available to communities in Genesee County to address roadway congestion. The Congestion Management Process is a tool used by road and transit agencies to help determine what level of capacity improvement is most suitable for a corridor. The CMP uses data from the Genesee County Travel Demand Model, Michigan State Police Crash Data, and the INRIX/NPMRDS (National Performance Management Research Data Set) to identify CMP deficiencies and to analyze capacity improvement projects submitted for federal transportation funding consideration. This document is divided into two sections: • Identifying the Causes of Congestion • Congestion Management Process

Identifying the Causes of Congestion The Federal Highway Administration (FHWA) lists the following as the major sources of traffic congestion in the United States: •

Bottlenecks: Locations where roadways narrow or regular traffic demands cause traffic to backup. Bottlenecks are the largest source of congestion at 40%.

•

Traffic incidents: Crashes, stalled vehicles, and debris on the road cause about 25% of congestion problems.

•

Work zones: Road maintenance activities like reconstruction and even filling potholes are necessary activities that account for about

10% of congestion problems. These activities may cause temporary changes to the physical roadway that may include a reduction in the number or width of travel lanes, lane "shifts," lane diversions, elimination of shoulders, and even temporary roadway closures. •

Bad weather: Environmental conditions can lead to changes in driver behavior that affect traffic flow. Bad weather is estimated to account for about 15% of congestion problems.

•

Poor traffic signal timing: Poorly timed traffic signals disrupt traffic flow and travel time reliability and are estimated to account for about 5% of congestion problems.

•

Special events: Special events occasionally cause "spikes" in traffic volumes and changes in traffic patterns. These irregularities cause congestion and delay in the vicinity of the event. Special events account for about 5% of congestion problems.

Is Congestion the Same Everywhere? Highway congestion, very simply, is caused when traffic demand approaches or exceeds the available capacity of the highway system. Though this concept is easy to understand, congestion can vary significantly from day to day because traffic demand and available highway capacity are constantly changing. Traffic demands vary significantly by time of day, day of the week, and season of the year, and are also subject to significant fluctuations due to recreational travel, special events, and emergencies (e.g. evacuations). Available highway capacity, which is often viewed as being fixed, also varies constantly, being frequently reduced by incidents (e.g. crashes and disabled vehicles), work zones, adverse weather, and other causes. To add even more complexity, the definition of highway congestion also varies significantly from time to time and place to place based on user expectations. An intersection that may seem very congested in a rural community may not even register as an annoyance in a large metropolitan area. A level of congestion that users accept during peak commute periods may be unacceptable if experienced on

Source: FHWA https://ops.fhwa.dot.gov/publications/fhwahop14034/ch1.htm

Sunday morning. Congestion is difficult to define precisely in a mathematical sense because of examples like these, however, is generally defined as the difference between the highway system performance that users expect and how the system actually performs. Congestion can also be measured in a number of ways; level of service, speed, travel time, reliability, and delay are commonly used measures. People in a large metropolitan area may accept that a 20mile freeway trip takes 40 minutes during the peak period, as long as this predicted travel time is reliable and is not 25 minutes one day and 2 hours the next. Reliability is particularly prevalent in the freight community with just-intime supply chain delivery.

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Highway Congestion Recurring Congestion Recurring Congestion occurs when traffic is greater than the roadway capacity and can include peak hour congestion. The urban travel demand model predicts future recurring congestion and transportation planners use this tool to develop recurring capacity deficiencies which are then analyzed for the best transportation capacity improvement projects to alleviate the congestion. In this plan we focus on the types of recurring highway congestion caused by: • Intersection delays, turning movements and signal timing issues • Travel demand greater than general roadway capacity for either the entire 24-hour period (daily), or one of the peak periods (AM or PM) in both the current and future roadway systems. Non-recurring Congestion Road closures, construction detours, traffic crashes, weather conditions, special events and disabled vehicles are main causes of non-recurring congestion. Road closures and construction detours can be modeled for their effects on the transportation system and strategies to minimize the effects of road closures and construction detours are routinely developed on a project-by-project basis. The other types of non-recurring congestion (traffic crashes, weather conditions and disabled vehicles) are difficult to forecast and require different strategies than recurring congestion. Some types of non-recurring congestion are accepted by the general public, such as the CRIM Festival of Races in downtown Flint. The CRIM draws 50,000 people on the fourth Saturday in August, and many streets are closed for the race. Travel throughout downtown Flint is by walking or bicycling only. In this plan we focus on the types of non-recurring highway congestion caused by: •

Traffic crashes and incidents. State traffic crash data and federal travel incident data will be used to help identify current non-recurring issues on the existing system.

In central and southern Michigan, we also incur congestion in the summer months on our highway system as a large percentage of the population in this area travels to northern Michigan. This vacation/tourist traffic causes delay particularly on the weekends. This is not reflected in the travel demand model which only represents weekday traffic. However, this summer traffic is a persistent form of congestion for a certain period of the year. Multi-Modal Congestion The transportation system in Genesee County is multi-modal and includes transit, bicycling, and walking as well as freight transportation. The Genesee County Travel Demand Model includes a mode split with a full fixed route transit model as well as a truckingfreight model and bicycling and walking projected travel for the entire network. These multimodal elements that have been integrated into the transportation model help to better identify congestion.

plan for further details about these forms of travel in Genesee County.

Commercial Trucking/Freight Our Urban Travel Demand Model includes a truck-freight model. Inadequate turning radii for trucks, loading and unloading delivery vehicles, and heavy commercial vehicle loads can contribute to congestion problems. Congestion can result in economic impacts on manufacturing facilities or other regional businesses when just-intime deliveries are delayed. This may create significant losses in productivity. The Intermodal Freight Hub at Bishop International Airport can assist in moving commodities between modes such as rail freight and air cargo to reduce congestion on our roadway truck routes.

Transit Fixed-route transit service can cause delays to the transportation system when a bus makes frequent stops on a roadway that does not include at least four travel lanes or a bus lane. One local example of a project that included additional capacity for the roadway while improving quality transit service is the Miller Road reconstruction project in Flint Township’s Business District. This project included the addition of a dedicated bus lane / turn lane for westbound travel and bus pull-outs with new bus shelters for eastbound travel. This project took the bus stops out of the travel lane and improved roadway safety and capacity for one of the largest volume local road segments in the county. In general, transit amenities should be considered where appropriate and the MTA should be consulted when projects are located on a fixed transit route. See the Transit section of the plan for further details about transit routes. Bicycling and Walking In areas where appropriate, the addition of bicycling and walking facilities such as non-motorized pathways, bike lanes and sidewalks can take traffic off congested roadways and move people onto alternative forms of transportation. This is one way in which traffic congestion can be alleviated. See the Non- Motorized section of the

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Define CMP Network The Genesee County CMP Network is defined as the federal-aid road network in Genesee County. This network is used to evaluate congestion on a system-wide basis for the base year and horizon year of the Plan. Note that not all data sources provide data for the entire federal-aid network. Various CMP analysis will be limited to the portions of the CMP network in which data is available. At this time the INRIX/NPMRDS is only available for the National Highway System (NHS).

The Genesee County Congestion Management Process is used to identify issues/deficiencies related to congestion on the CMP network, and to help identify potential solutions/projects to address the identified issues. The following provides more detailed information for each step of the CMP as outlined in the chart above. Develop Regional Objectives The initial step in the CMP is developing regional objectives based on the regional transportation goals for managing congestion. These include: • Aligning the CMP with the broader goals and objectives of the Long Range Transportation Plan which will result in more efficient and reliable operations, development of a safe and secure transportation system, increased accessibility, greater economic development, and higher quality of life; • Monitor and evaluate transportation system performance on the federal aid system where monitoring data is available; • Identify congestion deficiencies at corridor and bottleneck locations;

Develop Performance Measures A system-wide daily Level of Service (LOS) is used as a performance measure for congestion in the CMP. The LOS is derived from volume to capacity ratios as illustrated in the following table. A grade of “A” through “F” is assigned to all federal-aid roadways in the CMP network. Roadways assigned a LOS “A” demonstrate free-flow traffic while LOS “F”, being the worst rating, signifies a system failure where the roadway is completely shut down with congestion. A systemwide daily LOS is generated by the model as a representation of how the federal-aid CMP network is performing as a whole. The network will be managed to operate at a daily LOS “D” or better in the base and horizon year of the transportation model as a system-wide benchmark for the CMP and for maintaining system-wide reliability. System reliability will also continue to be monitor as part of the CMP. The Transportation Performance Management (TPM) Travel Time Reliability Rule required states and Metropolitan Planning Organizations (MPO’s) to establish targets for three system reliability performance measures as described below. System reliability is determined using vehicle probe data provided by the Federal Highway Administration. This vehicle speed data (INRIX/NPMRDS) is available to MPO’s through the analytical software known as Regional Integrated Transportation Information System (RITIS). INRIX/NPMRDS and Michigan State Police crash data will be used as part of the CMP to help identify network deficiencies.

Volume to Capacity Severity Ranges

Volume to Capacity Ratio

Operating Conditions Severity

Level of Service (LOS)

Traffic at free to stable flow

A-C

Daily 0.85 to 0.99

High density of traffic, but stable flow

Peak Period 0.63 to 0.82

(Approaching Congestion)

Daily 0 to 0.84 Peak Period 0 to 0.62

Daily 1.00 to 1.24

Peak Period 0.83 to 1.00 Daily over 1.25 Peak Hour Over 1.01

Unstable flow – Lower speed some stops

Forced or breakdown traffic flow – many stops

STABLE FLOW

• •

Identify and evaluate alternative mitigation strategies at these congested locations; Promote use of the CMP with our planning partners; and Develop projects that include CMP mitigation strategies for inclusion into the Plan and TIP.

CONGESTED

•

System reliability performance measures: 1. Level of Travel Time Reliability of the Interstate: The percent of person-miles traveled on the interstate system that are reliable. Reliability does not necessarily mean congestion. If the difference between normal travel time and travel time during congested periods is greater than 50%, then the segment is unreliable. 2. Level of Travel Time Reliability of the Non-Interstate National Highway System (NHS): Percent of person-miles traveled on the Non-Interstate NHS that are reliable. 3. Freight Reliability Measure on the Interstate: The Truck Travel Time Reliability (TTTR) Index calculates the difference between the 95th percentile longer travel time and the 50th percentile normal travel time. A TTTR below 1.50 is considered reliable. In October 2018, the Genesee County Metropolitan Alliance (GCMA) agreed to support the statewide targets. As of early 2019 Genesee County remained on track to meet the 2-year and 4-year targets, and our system is relatively reliable as shown in the charts on the following page.

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Statewide Reliability Targets Performance Measure Level of Travel Time Reliability of the Interstate Level of Travel Time Reliability of the NonInterstate NHS Freight Reliability Measure on the Interstate

Baseline Condition (CY 2017)

2-Year Target

4-Year Target

85.10%

>75.0%

85.80%

N/A

>70.0%

1.38

<1.75

Genesee County Reliability Measures Performance Measure Level of Travel Time Reliability of the Interstate Level of Travel Time Reliability of the NonInterstate NHS

2018 Condition

1st Quarter 2019 Condition

100%

92%

92.7%

Collect Data/Monitor System Performance Speed Data A Speed Study Performance Program was implemented in 2008 on select high-volume, congested corridors in Genesee County to help evaluate roadway performance. Speed/travel time data is collected along the study corridors at peak times. Staff is evaluating various methods of collecting this data, such as conducting Google Maps travel time routing surveys, but is currently conducting field data collection. Data from this study is used to monitor roadway performance and to help assess the accuracy of outputs from the urban travel demand model during development. Vehicle probe data, provided by the Federal Highway Administration, is used in the CMP to help evaluate system reliability on the National Highway System (NHS). This vehicle speed data, INRIX/NPMRDS data, is available to MPO’s through the analytical software known as Regional Integrated Transportation Information System (RITIS). This

data will continue to be monitored as part of the CMP to evaluate system-wide reliability on the NHS and to assist in identifying deficiencies on the NHS network that an urban travel demand model LOS analysis may not be able to identify. Incident and bottleneck data from this dataset will be used to help identify CMP deficiencies. Michigan State Police (MSP) Crash Data A heat map of Genesee County crash data is used in the CMP to help identify intersections and roadway segments with a relatively high number of crashes. These high crash locations help to identify deficiencies on the network that an urban travel demand model LOS analysis may not be able to identify. Urban Travel Demand Model Level of Service (LOS) Traffic count data, socioeconomic projections, roadway attributes, and speed study data are used to develop, calibrate, and validate the Genesee County Urban Travel Demand model. The LOS on any given roadway in the CMP network is calculated through the use of the Genesee County Urban Travel Demand Model for 24-hour (Daily), AM Peak (6am to 9am), and PM Peak (3pm to 6pm) time periods. LOS grades of “A”, “B”, and “C” are considered congestion-free. A LOS grade of “D” is considered to be approaching congestion along a roadway. A roadway receiving a LOS grade of “E” or “F” is considered congested. Most of the efforts of the Genesee County CMP are aimed at relieving congested segments (LOS “E” or “F”), while some proactive efforts will be investigated to mitigate future congestion along those roadways approaching congestion (LOS “D”). Additionally, the model evaluates the system-wide LOS. The CMP Network will be managed to operate at a LOS “D” or better in the base and horizon year of the transportation model as a system-wide benchmark for the CMP and for maintaining system-wide reliability. Analyze Congestion Problems and Needs LOS deficiencies for 24-hour (Daily), AM Peak, and PM Peak time periods from the urban travel demand model are used as a starting point to analyze and identify congestion problems and needs in Genesee County. Areas are considered approaching congestion if they are at a level of service D, and over capacity if the level of service is E or F for any of the identified time periods. This analysis is conducted for both the base and horizon year of the plan.

Data from INRIX/NPMRDS (incident and bottleneck data) and crash data from the Michigan State Police are used to identify issues that may not typically be identified by a travel demand model LOS analysis. The deficiencies identified by the LOS analysis (Daily (24hour), AM Peak, and PM Peak time periods), INRIX/NPMRDS, and MSP Crash Data are combined into a base year and horizon year deficiency maps. Note that INRIX/NPMRDS and MSP crash data are not projected to the horizon year so the same deficiencies identified from these sources for the base year are also identified for the horizon year for the purposes of the initial deficiency identification. The combined deficiency map was reviewed by transportation agencies for a real-world check for accuracy and to see if any additional deficiencies need to be identified. The base and horizon year deficiencies were approved by the Technical Advisory Committee (TAC) and the Genesee County Metropolitan Alliance (GCMA) for use in the Long Range Plan call for projects. The Identified CMP Deficiencies are provided in map in Appendix A. Staff also reviewed the MDOT 2017 Freeway Congestion and Reliability Report for the Bay Region (an excerpt is included in Appendix C) as an additional check for system reliability on the freeway system from the statewide perspective. Identify and Assess Strategies GCMA works collaboratively with its transportation planning partners to identify network deficiencies and to develop projects to address these deficiencies. The Genesee County CMP Toolbox includes 5 different strategy categories that could be used to manage congestion in the county. The structure of the CMP Toolbox has the strategies assembled for use in a top-down approach. This approach ensures that solutions that reduce or shift auto trips or improve roadway operations are evaluated before adding roadway capacity. Congestion Management solutions will include the implementation of Transportation System Management (TSM), Travel Demand Management (TDM), and Intelligent Transportation System (ITS) improvements. The CMP Toolbox provides a process for agencies to follow to make sure all alternative options for a capacity related project have been considered. Transportation agencies are required to include a completed CMP Checklist and Tool Box for each project submitted in response to the Long Range Plan call for projects. The CMP Checklist and Toolbox has been provided in Appendix B of this document.

Congestion Management Process (CMP) Page 4

Staff will conduct additional analysis of capacity related projects submitted for consideration for the Long Range Plan to further assess project alternatives. The selection of one particular strategy over another will be supported by both qualitative and quantitative data illustrating where one strategy is more effective than the other, and to what degree. Quantitative data is provided by the travel demand model. Alternative analysis such as a do-nothing scenario, signal timing scenario, center turn lane scenario, and agency selected scenario will be evaluated using quantitative data from the urban travel demand model. The use of qualitative data, such as nationally recognized statistics, will help to assess the potential impact a strategy has on the system in instances where modeling is not feasible and/or local data is not available. Program and Implement Strategies The CMP is used to assist in the identification of deficiencies and the identification of projects to address the deficiencies. Project applications for the Transportation Improvement Program (TIP) and the Long Range Transportation Plan (LRTP) include criteria that supports the strategies of the CMP for capacity related projects. Additionally, local agencies can expand the usefulness of the CMP by: • Using analysis to identify areas with patterns of existing recurring congestion, emerging congestion, or frequent nonrecurring congestion. • Prioritizing locations for further study and partner engagement. • Conducting further analysis/study on priority locations • Strategizing identification with planning partners.

Congestion Management Process Summary The CMP provides and overview of congestion in Genesee County and its primary causes, establish objectives, defines the CMP Network and CMP process, describes how potential capacity related deficiencies are identified, and describes how solutions/projects that help mitigate potential deficiencies are identified, programmed, and implemented. The primary benchmark of the CMP is to manage the network to operate at a LOS “D” or better in the base and horizon year of the transportation model. Reliability is an important aspect of the CMP and is also a federal performance measure. Data from RITIS NPMRDS and crash data from the Michigan State Police have been added to the CMP to help determine network reliability and is used to identify issues that may not typically be identified by a travel demand model LOS analysis. The LRTP call for projects incorporates CMP principles in the application and requires the use of the CMP Checklist and Toolbox for capacity related projects.

Appendix Appendix A: Identified CMP Deficiencies Appendix B: The CMP Checklist and Toolbox Appendix C: Excerpt from the MDOT 2017 Freeway Congestion & Reliability Report for the Bay Region

While the primary focus of transportation in Genesee County is on the preservation of the transportation network, the CMP helps to identify projects that potentially will help improve system capacity, efficiency, and reliability. The CMP also helps local roads agencies to weigh alternatives for federally funded and local projects. GCMPC will continue to review best practices related to CMPs to keep the Genesee County CMP up to date with planning standard for the level of complexity needed to identify and address capacity related issues in Genesee County.

Evaluate Strategy Effectiveness All elements of the Genesee County CMP, including strategy effectiveness, will be reviewed and updated periodically to reflect changes to the region’s transportation goals and objectives and transportation systems. These updates will include, at a minimum, an analysis of the CMP network performance and an update of both the CMP road network and the urban travel demand network every four years, or when the Long Range Transportation Plan is updated.

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Appendix A: Identified CMP Deficiencies

2014 CMP Deficiencies

Shiawassee14 15

North

58 - 100 (1)

142 - 150 (1) 157 - 185 (6)

Oak Vassar

Henderson Gale

Oak

Vassar

Lippincott

Atlas

Bristol

State

Term

Atherton

Perry

Vis ta

Irish

157 27

Green

SI 42

75 /D

Kipp

Ray

ixie

Ray

Main

Ho lly

D E F

Bottlenecks on NHS RITIS using NPMRDS/INRIX travel time data Top 25 Locations

Top 25 Crash Intersections MSP data 2013 - 2017 Crash Density

Washbur n

Vassar

Gale

McCandlish

Washburn

Hegel

Henderson

Coolidge

Washburn

Genesee

Vassar

Hill

Coolidge

Holly

Embury

3 17

Lippincott

Maple

Be lla

Washburn

Belsay

Center

Howe

I 69

Washburn

e/W Stat

Henderson

Court

h Reid Churc Bush

180

Washburn

Gale

Irish

Covert

Vassar

Western

Averill

9/Be lsay

Davison

Flint

Davison

Porter

Reid

Washburn

Oak Gale

Vassar Genesee Center

Branch

Webster

Dort

Henderson

Gale

Vassar

Belsay Dauner

Incidents on NHS RITIS using FHWA NPMRDS/INRIX and other datasets 10 - 50 (43)

Judd

McWain

West Adelaide Leroy East

SU S2 3

Linden

Owen

15 11

Eddy Lake

Long Lake

Hogan Seymour

Lovejoy

Rolston

Silver Lake

Carpenter

2014 Capacity Deficiencies

Poplar

Bridge

Bird Lovejoy

Duffield

Sheridan

Lillie

r La

James P Cole

Grand Traverse

Herrington

Silv e

ad Bro

Carpenter

Lapeer

Ray

N US

Rolston

EI6

N I 475

S I 475

Cook

Lahring

Carpenter

Potter

E I 69/C enter

18 8

Jennings

Sha rp

23 Thompson

Coldwater

Perry

Jennings

Hogan Hogan

Morrish

Elm

Smith

Ray

Leith

Lippincott

183 38

Torrey

Jennings

Sharp Beers

Seymour

Van Vleet

Lewis

Saginaw Selby

Industrial

Bou leva rd

Dupont

Van Slyke

Nichols Nichols

Cook

Stanley

Belsay

Walter

Washington

Detroit

Linden

Dye

Elms Morrish

Reid

Ray

Mount Morris

Richfield

ort

Frances

te Sta

Ray

Franklin

Jennings

S I 75/S I 475 Mill

Seymour

Van Vleet

Hemphill

Baldwin

W al k er

E I 69/D

Oakley

38 22 185 Hill 12

Grand Blanc

Duffield

Sheridan

27 10

Maple

Reid

Cook

h 9t

ford Clif

Broadway

25 175 32

r erbe

Hill

ger len Bal 25 33

th 12 25

Carpenter

Wilson

Stanley

Robert T Longway ley ar s Ke

nd 1st 2 5th

m Ham

182

ley Brad

Miller/E I 69

Wood

3rd

ller Mi

Hamilto n

8th

Sun set

2 23

Bristol

44 16

Leith

E I 69

4 12

Coldwater

t Eas

Van Vleet

Flus hing

6 /I 75

Nichols

Ma ck

Duffield

W elc h

Calkins

Bristol

La ns ing

Pasadena

Lennon

Stewart

Fleming

Morrish

Terrace McKinley

Ri ve r

Corunna

W I 69

son Ma

Calkins

Pierson

ai n M

Stanley

Austin

Home

McKinley

Beecher

S I 75

Coutant

Main

Frances

Mount Morris

M L King

Potter

Nichols

Carpenter

Main

Pierson

S io/ Cl

5 47

N I 75

Carpenter

Deland

Carpenter

Webster

Coldwater

Center

Neff Neff

Nichols

Duffield

Coldwater

Lake

Wilson

Frances

Clio

Frances

Mount Morris

Stanley

Bray

Mill

Jennings

Dodge

Fenton

Frances

Lake

Vienna

Dodge

Lake

Willard

Neff

Tu sco la

Farrand

Lewis

Webster

12 45

Morrish

Saginaw

State

Wilson

Lake

Benson

Vienna

Farrand

Willard

Vassar

Tu sco la

Lake

Marshall

Nichols

Farrand

Sheridan

Willard

Clio

Marshall

Duffield

Lake

Willard

Vassar

Willard

McKinley

Nichols

Willard

Detroit Or en

Willard

2045 CMP Deficiencies

Linden

Owen

14 15

Oak Dauner

Main

Ho lly

Incidents on NHS RITIS using FHWA NPMRDS/INRIX and other datasets 10 - 50 (43) 58 - 100 (1)

142 - 150 (1) 157 - 185 (6)

Washburn

Gale

Irish

Henderson Lippincott

Genesee Old Genesee

Vassar

Atlas

Bristol

Vassar

Maple

Genesee

Perry Coolidge

Coolidge

Washburn

Hill

SI 42

75 /D

Kipp

Ray

ixie

Ray

D E F

Bottlenecks on NHS RITIS using NPMRDS/INRIX travel time data Top 25 Locations

Top 25 Crash Intersections MSP data 2013 - 2017 Crash Density

Washburn

Irish

157 27

Green

Washbur n

Gale

McCandlish

Henderson

Hegel

3 17

Vassar

Embury

Washburn

Atherton

State

Atherton

Lippincott

Henderson

Oak

Washburn

Lapeer

Howe

Belsay

Court

Davison

Flint

Davison

Gale

Covert

Vassar

Averill

h Reid Churc Bush

180

Washburn

Oak Gale Vassar

Vassar

Branch Center

Franklin Porter

Reid

Henderson

Gale

Vassar

Vassar Genesee Center

Webster

McWain North

Eddy Lake

12 14

West Adelaide Leroy East

15 11

Hogan Seymour

Lovejoy

Silver Lake

Poplar

Bridge

Bird ke

Duffield

Sheridan

Lovejoy

ad Bro

3 S US 2

Lillie

r La

Judd

Carpenter

2014 Capacity Deficiencies

Herrington

Silv e

James P Cole

S I 475

Rolston

Carpenter

9/Be lsay

Ray

N US

Rolston

EI6

8 18

Lahring

Rolston

Center

Belsay

Lewis Selby

Industrial

Torrey

Jennings

Sha rp

Carpenter

Potter

E I 69/C enter

Lippincott

183 38

Jennings

Hogan

Thompson

Hogan

Morrish

Smith

Ray

Coldwater

te Sta

Ray

Stanley

Perry

Cook

Baldwin

ort

Frances

Stanley

Belsay

Walter

Saginaw

Detroit Or en

Jennings

Sharp Beers

Seymour

Van Vleet

Nichols

Cook

Leith

N I 475

Nichols

Linden

38 22 185

Grand Blanc

Elm

Oakley

Reid

Duffield

Sheridan

E I 69/D

Wilson

Mount Morris

Richfield

Robert T Longway

Maple

Hill

W al k er

h 12t

27 10

Hemphill

od wo en Gl

Main

Frances

Holly

175 32

Broadway

Grand Traverse

142 25 33

ley ar s Ke

nd 1st 2 5th

Fenton

Morrish

Miller/E I 69

182

ller Mi

Reid

Ray

Washington

Detroit 20

8th

3rd

2 23

Hamilto n

Van Slyke

44 16

Sun set

Ballenger

Elms

4 12

Bristol

Dupont

Flus hing

North

Jennings

Mill

Ma ck

Austin

Wood

Coldwater

Bou leva rd

S I 75

Terrace McKinley Seymour

Van Vleet

Nichols

W elc h

ai n M

Stanley

t Eas

E I 69

Stewart

ley Brad

Duffield

Pasadena

Lennon

Bristol

La ns ing

Calkins

Corunna

W I 69

Home

Ri ve r

Lake

Wilson

Mount Morris

Carpenter

son Ma

Calkins

Pierson

Lake

Frances

McKinley

Beecher

M L King

Potter

Nichols

Coutant

Main

Pierson

Carpenter

S io/ Cl

5 47

N I 75

Carpenter

Deland

Carpenter

Webster

Coldwater

Dye

Duffield

Coldwater

Cook

Bray

Neff

Stanley

Hill

Benson

Nichols

Neff

Clio

Frances

Willard

Neff

Tu sco la

Mill

Dodge

t Dor

Frances

Lake

Vienna

Dodge

Mount Morris

Jennings

Wilson

Lewis

Webster

McKinley

Morrish

Saginaw

State

12 45

Lake

Farrand

Fleming

Vienna

Farrand

Willard

Vassar

Lake

Marshall

Farrand

Sheridan

Willard

Clio

Duffield

Lake

Willard

Tu sco la

Marshall

Nichols

Willard

Western

Willard

2014 CMP Deficiencies Corridor/Intersection Owen Rd & N I 75/Owen RAMP & Owen/N I 75 RAMP Owen Rd & Owen/S I 75 RAMP & S I 75/Owen RAMP Owen Rd & Silver Pkwy W Vienna Rd & Linden Rd N Linden Rd & W Pierson Rd E Flint St & W Flint St & N State Rd Robert T Longway Blvd S & Cesar Chavez Dr N Grand Traverse St & W 5th Ave Lapeer Rd & S State Rd S Dort Hwy & E Court St E Court St & S Center Rd Corunna Rd & S Graham Rd Corunna Rd & S Linden Rd Corunna Rd & S Ballenger Hwy S Linden Rd & Lennon Rd N I 475 & S Grand Traverse St W Bristol Rd & Van Slyke Rd Miller Rd & S Linden Rd Fenton Rd & W Bristol Rd & E Bristol Rd E Bristol Rd & S Grand Traverse St E Hill Rd & W Hill Rd & Fenton Rd S Saginaw Rd & E Hill Rd Dort Hwy & E Hill Rd & S Dort Hwy Perry Rd & S Saginaw Rd & Bush St & S Saginaw St Dort Hwy & E Grand Blanc Rd Bristol Rd W @ Miller Rd US-23 S @ North Rd/Torrey Rd/EXIT 80 US-23 N @ Thompson Rd/EXIT 84 Bristol Rd E @ I-75/US-23 I-69 W @ I-75/US-23/EXIT 133 M-54 S @ E Grand Blanc Rd M-54 N @ S Saginaw Rd M-54 S @ E Maple AVE M-54 N @ E Bristol Rd M-54 S @ E Atherton Rd Perry Rd E @ Gale Rd M-21 E @ I-75/US-23 M-54 N @ I-475 M-54 S @ E Carpenter RD M-54 N @ E Coldwater RD M-15 N @ I-69/EXIT 145 I-69 W @ MORRISH RD/EXIT 128 I-69 W @ MILLER RD/EXIT 129 I-69 E @ MILLER RD/EXIT 129 I-69 W @ BRISTOL RD/EXIT 131 US-23 S @ GENESEE--LIVINGSTON COUNTY BORDER US-23 @ US-23 BUS/OWEN RD/EXIT 78 US-23 @ US-23 BUS/SILVER LAKE RD/EXIT 79 US-23 @ NORTH RD/TORREY RD/EXIT 80 US-23 N @ THOMPSON RD/EXIT 84 US-23 N @ RAY RD

From

CMP Criteria Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Crash Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Top 25 Bottleneck Incident Incident Incident Incident/ LOS E Incident Incident Incident Incident Incident Incident

Functional Class Minor Arterial/Other Freeway Minor Arterial/Other Freeway Minor Arterial Minor Arterial/Major Collector Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Local Principal Arterial Principal Arterial Principal Arterial/Minor Arterial Interstate Principal Arterial/Minor Arterial Principal Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial Other Freeway Other Freeway Principal Arterial Interstate Principal Arterial/Minor Arterial Principal Arterial Principal Arterial/Minor Arterial Principal Arterial Principal Arterial/Minor Arterial Minor Arterial/Major Collector Principal Arterial Principal Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Principal Arterial Interstate Interstate Interstate Interstate Other Freeway Other Freeway Other Freeway Other Freeway Other Freeway Other Freeway

Current ADT

Current ADT Year

EJZone No Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No Yes Yes

Arterial Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No No No No No No No No

2014 CMP Deficiencies From

Corridor/Intersection US-23 N @ GRAND BLANC RD/EXIT 88 US-23 N @ HILL RD/EXIT 90 I-75 S @ US-23 US-23 N @ I-75 I-75 N @ MILLER RD/EXIT 117 I-75 @ I-69 I-75 @ MI-121/BRISTOL RD/EXIT 116 I-69 W @ I-75/US-23/EXIT 133 I-75 N @ US-23 I-75 @ I-475/EXIT 111 I-75 S @ MI-54/DORT HWY/EXIT 109 I-75 S @ HOLLY RD/EXIT 108 I-75 N @ MI-54/DORT HWY/EXIT 109 I-75 N @ HOLLY RD/EXIT 108 I-75 S @ DIXIE HWY/EXIT 106 I-75 N @ PIERSON RD/EXIT 122 I-75 N @ I-475/EXIT 125 I-75 N @ W MOUNT MORRIS RD/EXIT 126 I-75 @ MI-57/EXIT 131 I-75 N @ GENESEE--SAGINAW COUNTY BORDER I-75 S @ MILLER RD/EXIT 117 I-75 @ MI-21/CORUNNA RD/EXIT 118 I-69 @ HAMMERBERG RD/EXIT 135 I-69 @ SAGINAW ST/EXIT 136 I-69 E @ I-475/EXIT 137 I-69 E @ MI-54/DORT HWY/EXIT 138 I-69 E @ CENTER RD/EXIT 139 M-54 S @ E MOUNT MORRIS RD M-15 S @ E LIPPINCOTT BLVD 5th Ave 5th St Atherton Ballengher Hwy Beach St Intersections Beach St Intersections Beecher Rd Calkins @ Linden Center @ Davison Center Center @ Atherton Center @ Bristol Church St Intersections Court St Dort Hwy Fenton Rd Hill Rd Hill Rd Holly Rd Lahring Rd @ North Rd Leroy St

Flushing Court Fenton Welch Kearsley Court Calkins

Robert T. Longway Court Grand Traverse Corunna 2nd St 9th St River Valley

Court

Lapeer

Kearsley 5th St Robert T. Longway Atherton Torrey Rd Hill/N I-475 Ramp Cook

9th St Albert Horrigan Lippincott Hemphill Van Slyke Porter Baldwin

Bly

North

CMP Criteria Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Incident Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash/LOS D Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash

Functional Class Other Freeway Other Freeway Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Interstate Principal Arterial/Minor Arterial Principal Arterial/Local Principal Arterial Principal Arterial Minor Arterial Principal Arterial Minor Arterial Minor Arterial Minor Arterial Principal Arterial/Local Principal Arterial Principal Arterial Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Minor Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Minor Collector Minor Arterial

Current ADT

Current ADT Year

19,378 10,613 10,715 18,997 3,554 3,068 14,072

2016 2014 2017 2017 2013 2017 2018

27,627

2006

3,311 13,408 22,636 10,751 17,223 26,831 20,033

2017 2016 2017 2017 2018 2017 2018

7,595

2014

EJZone Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

Arterial No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes

2014 CMP Deficiencies From

Corridor/Intersection Linden Rd @ Hill Rd Miller @ Court/Fox Pasadena Ave @ Jennings Peirson Rd Intersections Richfield Rd Robert T Longway Blvd Saginaw @ McClandish Saginaw Rd Saginaw Rd Intersections Saginaw St Saginaw St Saginaw St @ Hamilton Stanley Rd @ Dort Stewart Ave @ Dupont St Stewart Ave @ Martin Luther King Ave University Ave Intersections Welch Ave @ Chevrolet 12th St 12th St 2nd St 5th Ave 5th Ave Adelaide Atherton Rd Atherton Rd @ Center Rd Averill Ave Baldwin Rd Baldwin Rd Baldwin Rd Beach St Beecher Rd Beecher Rd Beecher Rd Bella Vista Dr Belsay Rd Belsay Rd Belsay Rd Belsay Rd Bradley Ave Bridge St Bristol Rd Bristol Rd Bristol Rd Bristol Rd Broad St Broad St Broadway Blvd Center Rd Center Rd Chevrolet Ave

Jennings Dort Hwy Boulevard

Saginaw Western Forest St

Dodge Oakley 8th St Pasadena

Dort Maple 12th St Leith

Grand Traverse

Saginaw

Beach Grand Traverse Chase Garland Fred Tucker Shiawassee Grand Traverse

Saginaw Beach Grand Traverse Detroit/ MLKing James P. Cole Holly Ogema

Woodrow Holly Ruby Torrey 3rd St River River Valley Dr 560 ft W of Ballenger Holly Hill Bunker Hill St Coldwater Richfield Sunset Rolston S I-75/E Bristol Ramp Bishop International Airport Spielman Linden Hyatt Bridge Lewis St W I-69/Center Ramp Maple Bluff

Davison Ruby Irish Holly Court Linden 560 ft W of Ballenger Ballenger Saginaw Perry Richfield Bunker Hill St BelsayE /I-69 Ramp Court Broad Spielman S I-75/E bristol Ramp Van Slyke Bristol/W I-69 Ramp Bridge Silver Lake Olive E I-69/ Center Ramp Saginaw Glenwood

CMP Criteria Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash LOS E LOS D LOS D LOS D LOS D LOS E LOS D Crash/LOS D LOS D LOS E LOS D LOS D LOS D LOS D LOS D LOS E LOS D LOS E LOS E LOS D LOS D LOS D LOS E LOS E and F LOS D LOS D LOS D LOS E LOS D LOS D LOS D LOS D LOS E

Functional Class Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Minor Arterial/Major Collector Principal Arterial/Minor Arterial Minor Arterial Principal Arterial Principal Arterial/Major Collector Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial/Minor Collector Minor Arterial/Major Collector Minor Arterial/Major Collector Principal Arterial Minor Arterial/Minor Collector Minor Arterial Minor Arterial Minor Arterial Principal Arterial Principal Arterial Minor Collector Minor Arterial Principal Arterial/Minor Arterial Minor Arterial Minor Arterial Minor Arterial/ Minor Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Local Minor Arterial Minor Collector Minor Collector Minor Arterial Minor Collector Minor Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Minor Arterial Minor Arterial Minor Aerterial Principal Arterial Minor Aerterial Minor Collector

Current ADT

Current ADT Year

9,917 14,639

2016 2007

5,672 11,085 10,790 10,194

2015 2015 2015 2016

4,108

2013

4,474 4851 2712 12,732 19,378 5,830 13,340

2013 2016 2014 2003 2016 2014 2014

3,805 10,111 10,251 12,178 3,562 8,971 14,072 14,072

2016 2015 2017 2017 2011 2018 2018 2018

NA 6,884 6,350 3,080 10,144 4,480 6,395 15,509 16,877 16,930 18,682 9,147 6,722 1,004 27,627 8,482 9,198

2018 2018 2018 2018 2018 2015 2016 2013 2017 2016 2015 2015 2017 2006 2018 2015

EJZone Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes No Yes Yes Yes Yes Yes

Arterial Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes No No Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No

2014 CMP Deficiencies Corridor/Intersection Chevrolet Ave Clio Rd Coldwater Rd Corunna Rd/ M-21 Corunna Rd/ M-21 Corunna Rd/ M-21 Corunna Rd/ M-21 Court St Court St Court St Court St Court St Coutant St Davison Rd Detroit St/ MLKing Detroit St/ MLKing Dort Hwy Dort Hwy Dort Hwy Dort Hwy Dupont Dye Rd Dye Rd E I 69 ES E I 69 ES E I 69 ES Elms Rd Elms Rd Elms Rd Fenton Rd Fenton Rd Fenton Rd Fenton Rd Flint St Flushing Rd Flushing Rd Fox St Genesee Rd Genesee Rd Genesee Rd Glenwood Ave Graham St Graham St Grand Blanc Rd Grand Blanc Rd Grand Blanc Rd Grand Blanc Rd Grand Blanc Rd Grand Traverse St Grand Traverse St

From University Ave Stanley Genesee Morrish T.A. Mansour Graham Downey Graham Beecher Downey Asylum Averill Hut West Lewis St Welch Avenue B Pierson Stewart Missouri GTW Railroad Flushing Dyewood Reuben S I-75/E I-69 Ramp Dort/E I-69 Ramp Irish/E I-69 Ramp Coutant Flushing Beecher Harding Baldwin Thompson Long Lake State Pierson Mill 2nd St Richfield Way Maple Court Court Red Wing Torrey Thornridge Porter Dort Hospers 7th Ave 2nd Ave

To Bluff Clio/N I-475 Ramp Pineview Elms Graham N I-75/Corunna Ramp Hammerberg Minnie Bradley Glenwood 5th St Burlington Wilcox Dort Wood University Ave Dort/S I-475 Ramp Richfield Robert T. Longway I-69/Dort Ramp Chevrolet Reuben Corunna E I-69/Hammerburg Ramp E I-69/Center Ramp E I-69/State Ramp Pierson River 0.53 Miles S of Elms (2,800 ft) Woodworth Thompson Long Lake Bly Chelsea Elms Ballenger Court Davison Lippincott Hill Chevrolet Red Wing Corunna Thornridge Porter Dort Hospers Saginaw 5th Ave Kearsley

CMP Criteria LOS D LOS E LOS D LOS D LOS D LOS E LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS E LOS D LOS D LOS D LOS E LOS D LOS D LOS D LOS E LOS D LOS E LOS E LOS D LOS D LOS D LOS D LOS D LOS D LOS E LOS E LOS D LOS D LOS E LOS D LOS E LOS D LOS D LOS D

Functional Class Minor Collector Minor Arterial Minor Collector Minor Arterial Principal Arterial Principal Arterial Principal Arterial Minor Aerterial Minor Aerterial Principal Arterial/Minor Arterial Principal Arterial Minor Arterial Minor Collector Minor Arterial Minor Arterial Minor Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Minor Arterial Minor Arterial Minor Arterial Interstate Interstate Interstate Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial/Major Collector Minor Arterial Minor Arterial Local Local Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial

Current ADT 7,277 5,885 2,760 9,669 28,886 28,886 17,288 9,043 NA 11,492 15,858 NA 4,265 8,094 7,578 5,222 17,590 18,100 16,386 22,636 3,731 8,970 8,970 32,667 37,937 23,208 10,670 15,272 9,396 12,234 11,846 7,473 10,835 24,007 5,770 11,412 8,862 11,799 11,851 2,768 5,366 11,207 11,207 14,678 16,611 15,009 13,049 13,994 10,847 8,360

Current ADT Year 2016 2016 2018 2017 2017 2017 2017 2000 NA 2016 2008 NA 2015 2010 2003 2003 2014 2017 2017 2017 2005 2012 2012 2017 2017 2017 2018 2018 2017 2018 2017 2018 2018 2010 2015 2017 2014 2017 2015 2012 2015 2000 2000 2017 2017 2018 2018 2014 2013 2014

EJZone Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

Arterial No Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes No No Yes Yes Yes Yes Yes Yes Yes

2014 CMP Deficiencies Corridor/Intersection Grand Traverse St Grand Traverse St Grand Traverse St Grand Traverse St Hamilton Ave Hammerberg Rd Hammerberg Rd Hammerberg Rd Hill Rd Hill Rd Hill Rd Hill Rd Holly Rd Holly Rd Holly Rd Horton St Irish Rd Irish Rd Irish Rd Irish Rd Irish Rd Kearsley St Lapeer Rd Lapeer Rd Lapeer Rd Lapeer Rd Leith St Leith St Leroy St Leroy St Lewis St Linden Rd Linden Rd Main St Main St Main St Main St Main St Maple Ave Maple Ave Maple Ave McKinley Rd Miller Rd Miller Rd Miller Rd Miller Rd Morrish Rd Morrish Rd N I-75 N I-75

From Kearsley 1st St 5th St Church St James P Cole Court Cumings Miller Fenton Saginaw Thread Creek Center Adelaide Holly/N I-75 Ramp Baldwin Carpenter Richfield Kensington Irish/W I-69 Ramp E I-69/Irish Ramp Lapeer Brush Belsay Irish Gale State Lewis St Dort North Caroline Broadway Miller Owen Silver Lake Howard Seymour Chamberlain Luce Van Slyke Saginaw Center Apple Blossom Fairchild Morrish Lennon Austins Pkwy Morrish/W I-69 Ramp Applecreek Corunna N I-75/Miller Ramp

To 1st St 5th St 7th St 12th St Boulevard Cumings Miller E I-69/Hammerburg Ramp Hill/N I-475 Ramp Thread Creek Center Howe East Pollock Ray N I-475/Carpenter Ramp Davison Irish/W I-69 Ramp E I-69/Irish Ramp Lapeer Lippincott Harrison Adams Gale State Oak Iowa Western Caroline Shiawassee Davison Bristol S County Boundary Howard Eddy Lake McKinley Warren Pierson Fenton Center Genesee Carpenter Morrish Elms Austins Pkwy Ballenger Applecreek Miller W I-69/N I-75 Ramp E I-69/N I-75 Ramp

CMP Criteria LOS E LOS D LOS E LOS D LOS D LOS D LOS E LOS D LOS D LOS E LOS D LOS E LOS D LOS F LOS D LOS D LOS D LOS D LOS E LOS D LOS E and F LOS D LOS D LOS E LOS D LOS E LOS D LOS D LOS D LOS E LOS F LOS D LOS E LOS F LOS E LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS F LOS D LOS E and F LOS D and E LOS E and F LOS D LOS D LOS D

Functional Class Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Aerterial Principal Arterial Minor Arterial Minor Arterial Minor Arterial Major Collector Principal Arterial Minor Arterial Major Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Major Collector Minor Arterial Major Collector Minor Arterial Minor Arterial Minor Arterial Principal Arterial Major Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Collector Minor Collector Minor Arterial Minor Arterial Principal Arterial Principal Arterial Minor Arterial Minor Arterial Interstate Interstate

Current ADT NA 7,669 5,973 5,404 6,367 7,026 14,129 11,390 27,087 14,370 14,370 15,055 4,835 28,836 11,219 8,259 12,971 17,985 20,825 18,049 11,875 4,030 6,989 11,583 12,452 7,659 1,431 2,712 8,598 8,031 7,396 18,934 7,482 13,219 13,219 10,795 6,972 6,972 8,696 6,520 5,865 3,756 13,444 12,480 27,499 21,017 9,651 7,950 41,918 43,425

Current ADT Year NA 2017 2013 2016 2006 2006 2014 2016 2016 2018 2018 2018 2015 2016 2018 2002 2017 2018 2017 2013 2007 2013 2015 2018 2018 2018 2014 2014 2015 2017 2003 2015 2018 2014 2014 2015 2017 2017 2018 2015 2012 2019 2015 2009 2016 2016 2015 2010 2017 2017

EJZone Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes

Arterial Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes No No Yes Yes Yes Yes Yes Yes No No

2014 CMP Deficiencies Corridor/Intersection N I-75 N US 23 N US 23 North Rd North Rd North Rd Owen Rd Owen Rd Owen Rd Pasadena Ave Perry Rd Perry Rd Pierson Rd Poplar St Richfield Rd River Rd S I-75 S I-75 S I-75 S US 23 S US 23 Saginaw St Saginaw St Saginaw St Saginaw St Saginaw Rd Saginaw Rd Seymour Rd Shiawassee Ave Shiawassee Ave Silver Lake Rd Silver Lake Rd Silver Lake Rd Silver Lake Rd Silver Lake Rd Silver Lake Rd Silver Lake Rd Stanley Rd State Rd/ M-15 State Rd/ M-15 State Rd/ M-15 State Rd/ M-15 State Rd/ M-15 State Rd/ M-15 Stevenson St Stevenson St Stewart Ave Stewart Ave Thompson Rd Thompson Rd

From N I-75/I-69 Ramp N I-75 Hill/N I-75 Ramp Eastview S I-75/North Ramp Forest Linden Owen/N I-75 Ramp Donaldson McCollum Saginaw Rd Belsay Rd Pier North North Center Woodvalley Corunna W I-69/S I-75 Ramp S I-75/Bristol Ramp S I-75 S US 23/Hill Ramp Spruce Union Kearsley 7th St Hill Holly Main Whisperwood West Seymour Seymour Restwood Broad St Silver Lake/S I-75 Ramp Lincoln Leroy Saginaw Coldwater Harding Hunt Bay Lapeer Kearsley Creek Flushing Bluff Stewart/S I-475 Ramp N I-475/Stewart Ramp Jennings S I-75/Thompson Ramp

To N US 23 Hill/N I-75 Ramp Owen/N US-23 Ramp S I-75/North Ramp Forest Adelaide Owen/N I-75 Ramp Donaldson Shiawassee Clio Belsay Rd Primrose N I-75/Pierson Ramp Silver Lake Genesee Elms S I-75/I-69 & Miller Ramp S I-75/Bristol Ramp S US 23 S US 23/Hill Ramp S US 23/North Ramp Saginaw/S I-475 Ramp Kearsley 7th St 8th St Holly Stephens Ct Lynn West Leroy Seymour Knobhill Hyatt Silver Lake/S I-75 Ramp Lincoln Leroy Main Union Harding Richfield Davison CTL Lapeer Lippincott Green Bluff Kearsley N I-475/Stewart Ramp Dort S I-75/Thompson Ramp Thompson/N I-75 Ramp

CMP Criteria LOS D LOS E LOS D LOS D LOS E and F LOS D LOS E and F LOS D LOS F LOS D LOS E LOS D LOS D LOS E LOS D LOS D LOS D LOS E LOS D LOS E LOS D LOS D LOS E LOS D LOS F LOS E LOS D LOS D LOS E LOS D LOS E LOS D LOS E LOS D LOS E and F LOS D LOS F LOS D LOS D LOS F LOS E LOS D LOS E and F LOS E and F LOS D LOS E LOS D LOS E LOS D LOS E

Functional Class Interstate Other Freeway Other Freeway Minor Collector Major Collector Major Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Principal Arterial Major Collector Minor Arterial Minor Arterial Interstate Interstate Interstate Other Freeway Other Freeway Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Minor Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Collector Minor Arterial Minor Arterial Minor Arterial Principal Arterial/ Minor Arterial Principal Arterial Principal Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial

Current ADT

Current ADT Year

51,399 31,118 28,308 5,528 11,516 7,634 13,554 NA NA

2017 2017 2017 2008 2018 2015 2018 NA NA

8,185 14,620 9,365 20,643 8,818 11,587 4,559 41,918 43,425 51,398 31,118 25,862 18,026 7,096 10,371 13,317 34,902 19,490 6,398 12,536 7,741 9,879 10,288 8,495 8,328 14,617 11,917 9,392 5,554 15,672 15,672 15,672 21,436 12,052 14,154 1,255 1,676 7,126 8,464 8,463 NA

2018 2018 2018 2016 2014 2018 2018 2017 2017 2017 2017 2017 2017 2014 2015 2014 2015 2014 2015 2014 2017 2018 2018 2018 2018 2015 2012 2012 2018 2017 2017 2017 2017 2017 2017 2013 2010 2003 2003 2018 NA

EJZone Yes Yes Yes No Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No Yes Yes Yes Yes Yes No No Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes

Arterial No No No No No No Yes Yes Yes Yes Yes Yes Yes No Yes Yes No No No No No Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

2014 CMP Deficiencies Corridor/Intersection Thompson Rd Torrey Rd Torrey Rd Van Slyke Rd Vienna Rd Vienna Rd Vienna Rd Vienna Rd W I-69 W I-69 Webster Rd Welch Blvd Western Rd

From Thompson/N I-75 Ramp Baldwin Torrey/N I-75 Ramp 12 Ave Elms Vienna/N I-75 Ramp New Mill W I-69/I-75 Ramp Irish/W I-69 Ramp Dort Dupont Pierson

To Torrey Thompson North Atherton Vienna/N I-75 Ramp New Mill Berkshire S Hammerberg/W I-69 Ramp State/W I-69 Ramp Holiday Village Mobile Park Grand Traverse Richfield

CMP Criteria LOS D LOS D LOS D LOS D LOS E LOS D LOS E LOS D LOS D LOS D LOS D LOS D LOS E

Functional Class Minor Arterial Major Collector Major Collector Minor Arterial Minor Arterial Principal Arterial Principal Arterial Principal Arterial/ Minor Arterial Interstate Interstate Minor Collector Minor Arterial Major Collector

Current ADT 13,130 5,097 9,746 18,360 16,915 25,241 20,970 14,165 32,667 23,208 1,464 8,840 5,538

Current ADT Year 2018 2016 2015 2016 2017 2017 2017 2017 2017 2017 2016 2003 2008

EJZone Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

Arterial Yes No No Yes Yes Yes Yes Yes No No No Yes No

2045 CMP Deficiencies Corridor/Intersection Owen Rd & N I 75/Owen RAMP & Owen/N I 75 RAMP Owen Rd & Owen/S I 75 RAMP & S I 75/Owen RAMP Owen Rd & Silver Pkwy W Vienna Rd & Linden Rd N Linden Rd & W Pierson Rd E Flint St & W Flint St & N State Rd Robert T Longway Blvd S & Cesar Chavez Dr N Grand Traverse St & W 5th Ave Lapeer Rd & S State Rd S Dort Hwy & E Court St E Court St & S Center Rd Corunna Rd & S Graham Rd Corunna Rd & S Linden Rd Corunna Rd & S Ballenger Hwy S Linden Rd & Lennon Rd N I 475 & S Grand Traverse St W Bristol Rd & Van Slyke Rd Miller Rd & S Linden Rd Fenton Rd & W Bristol Rd & E Bristol Rd E Bristol Rd & S Grand Traverse St E Hill Rd & W Hill Rd & Fenton Rd S Saginaw Rd & E Hill Rd Dort Hwy & E Hill Rd & S Dort Hwy Perry Rd & S Saginaw Rd & Bush St & S Saginaw St Dort Hwy & E Grand Blanc Rd Bristol Rd W @ Miller Rd US-23 S @ North Rd/Torrey Rd/EXIT 80 US-23 N @ Thompson Rd/EXIT 84 Bristol Rd E @ I-75/US-23 I-69 W @ I-75/US-23/EXIT 133 M-54 S @ E Grand Blanc Rd M-54 N @ S Saginaw Rd M-54 S @ E Maple AVE M-54 N @ E Bristol Rd M-54 S @ E Atherton Rd Perry Rd E @ Gale Rd M-21 E @ I-75/US-23 M-54 N @ I-475 M-54 S @ E Carpenter RD M-54 N @ E Coldwater RD M-15 N @ I-69/EXIT 145 I-69 W @ MORRISH RD/EXIT 128 I-69 W @ MILLER RD/EXIT 129 I-69 E @ MILLER RD/EXIT 129 I-69 W @ BRISTOL RD/EXIT 131 US-23 S @ GENESEE--LIVINGSTON COUNTY BORDER US-23 @ US-23 BUS/OWEN RD/EXIT 78 US-23 @ US-23 BUS/SILVER LAKE RD/EXIT 79 US-23 @ NORTH RD/TORREY RD/EXIT 80 US-23 N @ THOMPSON RD/EXIT 84 US-23 N @ RAY RD

From

Current ADT

Current ADT Year

Arterial Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No No No No No No No No

2045 CMP Deficiencies From

Flushing Court Fenton Welch Kearsley Court Calkins

Robert T. Longway Court Grand Traverse Corunna 2nd St 9th St River Valley

Court

Lapeer

Kearsley 5th St Robert T. Longway Atherton Torrey Rd Hill/N I-475 Ramp Cook

9th St Albert Horrigan Lippincott Hemphill Van Slyke Porter Baldwin

Bly

North

Current ADT

Current ADT Year

19,378 10,613 10,715 18,997 3,554 3,068 14,072

2016 2014 2017 2017 2013 2017 2018

27,627

2006

3,311 13,408 22,636 10,751 17,223 26,831 20,033

2017 2016 2017 2017 2018 2017 2018

7,595

2014

Arterial No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes

2045 CMP Deficiencies From

Corridor/Intersection Linden Rd @ Hill Rd Miller @ Court/Fox Pasadena Ave @ Jennings Peirson Rd Intersections Richfield Rd Robert T Longway Blvd Saginaw @ McClandish Saginaw Rd Saginaw Rd Intersections Saginaw St Saginaw St Saginaw St @ Hamilton Stanley Rd @ Dort Stewart Ave @ Dupont St Stewart Ave @ Martin Luther King Ave University Ave Intersections Welch Ave @ Chevrolet 12th St 2nd St 5th Ave 5th Ave Adelaide Atherton Rd Atherton Rd @ Center Rd Averill Ave Baldwin Rd Baldwin Rd Baldwin Rd Baldwin Rd Beecher Rd Beecher Rd Beecher Rd Beecher Rd Beecher Rd Bella Vista Dr Bella Vista Dr Belsay Rd Belsay Rd Belsay Rd Belsay Rd Bradley Ave Bray Rd Bridge St Bristol Rd Bristol Rd Bristol Rd Bristol Rd Bristol Rd Broad St Broad St

Jennings Dort Hwy Boulevard

Saginaw Western Forest St

Dodge Oakley 8th St Pasadena

Dort Maple 12th St Leith

Grand Traverse

Saginaw

Grand Traverse Chase Garland Fred Tucker Shiawassee Grand Traverse

Saginaw Grand Traverse Detroit/ MLKing James P. Cole Holly Ogema

Woodrow Torrey Dort Hwy Extension Hasley Ruby River Dye River Valley Dr 560 ft W of Ballenger Ballenger Saginaw Holly Hill Bunker Hill St Coldwater Richfield Coventry Huckelberry RR Entrance Rolston S I-75/E Bristol Ramp Bishop International Airport Spielman Linden Howe Hyatt Bridge

Davison Dort Hwy Extension Hasley Ruby Gale Dye Linden 560 ft W of Ballenger Ballenger Westcombe Via Catherina Saginaw Perry Richfield Bunker Hill St Lippincott Court Coldwater Broad Spielman S I-75/E bristol Ramp Van Slyke Bristol/W I-69 Ramp Hodgens Bridge Silver Lake

CMP Criteria Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash Crash LOS D LOS D LOS D LOS D LOS F LOS D Crash/LOS D LOS D LOS E LOS D LOS E LOS D LOS D LOS E LOS D LOS E LOS D LOS D LOS D LOS E LOS E LOS D LOS D LOS D LOS D LOS E LOS E and F LOS D LOS D LOS D LOS D LOS E LOS D

Functional Class Principal Arterial/Minor Arterial Principal Arterial/Minor Arterial Minor Arterial/Major Collector Principal Arterial/Minor Arterial Minor Arterial Principal Arterial Principal Arterial/Major Collector Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial/Minor Collector Minor Arterial/Major Collector Minor Arterial/Major Collector Principal Arterial Minor Arterial/Minor Collector Minor Arterial Minor Arterial Principal Arterial Principal Arterial Minor Collector Minor Arterial Principal Arterial/Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial/Minor Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Major Collector Local Minor Arterial Minor Collector Minor Collector Minor Arterial Minor Collector Minor Arterial Minor Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Minor Arterial Minor Arterial Minor Arterial

Current ADT

Current ADT Year

9,917 14,639

2016 2007

5,672 11,085 10,790 10,194

2015 2015 2015 2016

4,108

2013

4,851 2712 12,732 19,378 5,830 13,340

2016 2014 2003 2016 2014 2014

3,805 12,178 11,613 11,396 9,579 8,381 8,971 14,072 14,072 8,553 6,719

2016 2017 2017 2015 2019 2017 2018 2018 2018 2016 2015

NA 6,884 6,350 3,080 15,168 4,480 1,771 6,395 15,509 16,877 16,930 18,682 6,239 9,147 6,722

2018 2018 2018 2014 2018 2018 2015 2016 2013 2017 2016 2013 2015 2015

EJZone Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes No Yes

Arterial Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No Yes No No Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes

2045 CMP Deficiencies Corridor/Intersection Broadway Blvd Center Rd Chevrolet Ave Clio Rd Coldwater Rd Corunna Rd/ M-21 Corunna Rd/ M-21 Corunna Rd/ M-21 Corunna Rd/ M-21 Corunna Rd/ M-21 Court St Court St Court St Coutant St Davison Rd Detroit St/ MLKing Dort Hwy Dort Hwy Dort Hwy Dupont Dye Rd Dye Rd E I 69 ES E I 69 ES E I 69 ES Elms Rd Elms Rd Elms Rd Fenton Rd Fenton Rd Fenton Rd Fenton Rd Fenton Rd Fenton Rd Flint St Flushing Rd Flushing Rd Flushing Rd Flushing Rd Fox St Genesee Rd Genesee Rd Glenwood Ave Graham St Graham St Grand Blanc Rd Grand Blanc Rd Grand Blanc Rd Grand Blanc Rd Grand Blanc Rd

From Lewis St Maple University Ave Stanley Genesee Morrish T.A. Mansour Graham Ballenger Downey Graham Beecher Asylum Hut West Lewis St Avenue B Pierson Stewart GTW Railroad Flushing Dyewood Reuben S I-75/E I-69 Ramp Dort/E I-69 Ramp Irish/E I-69 Ramp Coutant Flushing Beecher Bristol Maple Harding Baldwin Thompson Long Lake State Pierson Mill Talley Maxson 2nd St Richfield Maple Court Court Red Wing Torrey Thornridge Porter Dort Hospers

To Olive Saginaw Glenwood Clio/N I-475 Ramp Belsay Rd Elms Graham N I-75/Corunna Ramp Knapp Hammerberg Minnie Glenwood 5th St Wilcox Dort University Ave Dort/S I-475 Ramp Richfield I-69/Dort Ramp Chevrolet Reuben Corunna E I-69/Hammerburg Ramp E I-69/Belsay Ramp E I-69/State Ramp Pierson River 0.53 Miles S of Elms (2,800 ft) Judd Roman Woodworth Thompson Long Lake Bly Chelsea Elms Talley Maxson Ballenger Court Bristol Hill Chevrolet Red Wing Corunna Thornridge Porter Dort Hospers Saginaw

CMP Criteria LOS D LOS D LOS D LOS E LOS D LOS D LOS D LOS E LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS E LOS D LOS D LOS D LOS E LOS D LOS D LOS D LOS D LOS D LOS E LOS D LOS E LOS F LOS D LOS D LOS E LOS D LOS D LOS D LOS D LOS E LOS E LOS D LOS D LOS E LOS D LOS E and F LOS D

Functional Class Minor Aerterial Minor Aerterial Minor Collector Minor Arterial Minor Collector Minor Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Minor Aerterial Principal Arterial/Minor Arterial Principal Arterial Minor Collector Minor Arterial Minor Arterial Principal Arterial Principal Arterial Principal Arterial Minor Arterial Minor Arterial Minor Arterial Interstate Interstate Interstate Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial/Major Collector Minor Arterial Minor Arterial Local Local Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial

Current ADT 1,004 8,482 9,198 5,885 2,760 9,669 28,886 28,886 9,582 17,288 9,043 11,492 15,858 4,265 8,094 5,222 17,590 18,100 22,636 3,731 8,970 8,970 32,667 37,937 23,208 10,670 15,272 9,396 20,224 12,234 12,234 11,846 7,473 10,835 24,007 5,770 10,416 8,860 11,412 8,862 11,799 2,768 5,366 11,207 11,207 14,678 16,611 15,009 13,049 13,994

Current ADT Year 2017 2018 2015 2016 2018 2017 2017 2017 2017 2017 2000 2016 2008 2015 2010 2003 2014 2017 2017 2005 2012 2012 2017 2017 2017 2018 2018 2017 2007 2018 2018 2017 2018 2018 2010 2015 2017 2013 2017 2014 2017 2012 2015 2000 2000 2017 2017 2018 2018 2014

EJZone Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

Arterial Yes Yes No Yes No Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes No No Yes Yes Yes Yes Yes

2045 CMP Deficiencies Corridor/Intersection Grand Traverse St Grand Traverse St Grand Traverse St Grand Traverse St Grand Traverse St Grand Traverse St Hamilton Ave Hammerberg Rd Hemphill Hill Rd Hill Rd Hill Rd Hill Rd Hill Rd Hill Rd Holly Rd Holly Rd Horton St Irish Rd Irish Rd Irish Rd Irish Rd Irish Rd Lahring Rd Lapeer Rd Lapeer Rd Lapeer Rd Lapeer Rd Leith St Leroy St Leroy St Lewis St Linden Rd Linden Rd Main St Main St Main St Main St Main St Maple Ave Maple Ave Maple Ave Maple Ave Maple Ave McKinley Rd Miller Rd Miller Rd Miller Rd Miller Rd Morrish Rd

From 7th Ave 2nd Ave Kearsley 1st St 5th St Church St James P Cole Court S Grand Traverse S I-75/Hill Ramp Fenton S I-475/Hill Ramp Thread Creek Center Howe Adelaide Holly/N I-75 Ramp Carpenter Richfield Kensington Irish/W I-69 Ramp E I-69/Irish Ramp Lapeer North Belsay Irish Gale State Dort North Caroline Broadway Miller Owen Silver Lake Seymour Oakbrook Chamberlain Luce Sheldon Van Slyke Saginaw Dort Center Apple Blossom Fairchild Morrish Lennon Austins Pkwy Morrish/W I-69 Ramp

To 5th Ave Kearsley 1st St 5th St 7th St 12th St Boulevard E I-69/Hammerburg Ramp N Grand Traverse Van Slyke S I-475/Hill Ramp Grand Pointe Center Howe Georgetown County Boundary Ray N I-475/Carpenter Ramp Davison Irish/W I-69 Ramp E I-69/Irish Ramp Lapeer Lippincott Torrey Phillips Drain Gale State Oak Western Caroline Shiawassee Davison Bristol S County Boundary Eddy Lake McKinley Chamberlain Warren Pierson Pilgrim Fenton Fern Maplewood Meadows Genesee Carpenter Morrish Elms Austins Pkwy Ballenger Applecreek

CMP Criteria LOS D LOS D LOS E LOS D LOS E LOS D LOS F LOS D LOS D LOS D LOS E LOS D LOS D LOS E LOS D LOS D LOS D LOS D LOS D LOS D LOS E LOS D LOS E and F LOS D LOS D LOS E LOS D LOS E LOS D LOS D LOS E LOS F LOS D LOS E LOS F LOS D LOS D LOS E LOS D LOS D LOS D LOS D LOS D LOS D LOS D LOS F LOS D LOS E and F LOS D and E LOS F

Functional Class Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Principal Arterial Principal Arterial Principal Arterial Minor Arterial Minor Arterial Minor Arterial Major Collector Principal Arterial/Minor Arterial Major Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Major Collector Minor Arterial Minor Arterial Minor Arterial Major Collector Major Collector Minor Arterial Minor Arterial Minor Arterial Principal Arterial Major Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Major Collector Minor Arterial Minor Arterial Minor Arterial/Major Collector Minor Collector Minor Collector Minor Arterial Minor Arterial Principal Arterial Principal Arterial Minor Arterial

Current ADT 10,847 8,360 NA 7,669 5,973 5,404 6,367 11,390 7,948 24,973 27,087 26,831 14,370 15,055 12,762 4,835 18,998 8,259 12,971 17,985 20,825 18,049 11,875 3,609 6,989 11,583 12,452 7,659 2,712 8,598 8,031 7,396 18,934 7,482 13,219 10,795 9,210 6,972 6,972 7,229 8,696 6,932 6,520 5,865 3,756 13,444 12,480 27,499 21,017 9,651

Current ADT Year 2013 2014 NA 2017 2013 2016 2006 2016 2014 2016 2016 2017 2018 2018 2011 2015 2018 2002 2017 2018 2017 2013 2007 2018 2015 2018 2018 2018 2014 2015 2017 2003 2015 2018 2014 2015 2014 2017 2017 2018 2018 2015 2015 2012 2019 2015 2009 2016 2016 2015

EJZone Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes No Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes No Yes Yes Yes

Arterial Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes No Yes Yes Yes Yes Yes No Yes Yes Yes Yes No Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes No No Yes Yes Yes Yes Yes

2045 CMP Deficiencies Corridor/Intersection Morrish Rd Mount Morris Rd Mount Morris Rd N I-75 N I-75 N I-75 N I-75 N US 23 N US 23 N US 23 North Rd North Rd North Rd Owen Rd Owen Rd Owen Rd Pasadena Ave Perry Rd Perry Rd Pierson Rd Pollock Poplar St Richfield Rd River Rd River Rd S I-75 S I-75 S US 23 S US 23 Saginaw St Saginaw St Saginaw St Saginaw St Saginaw St Saginaw Rd Saginaw Rd Selby Seymour Rd Sheridan Shiawassee Ave Shiawassee Ave Silver Lake Rd Silver Lake Rd Silver Lake Rd Silver Lake Rd Silver Lake Rd Stanley Rd Stanley Rd State Rd/ M-15 State Rd/ M-15

From Applecreek Freeman Drain Dort Corunna N I-75/Miller Ramp N I-75/I-69 Ramp N I-75/Bristol Ramp N I-75 Hill/N I-75 Ramp N- US-23/Owen Ramp Eastview S I-75/North Ramp Forest Linden Owen/N I-75 Ramp Donaldson McCollum Saginaw Rd Belsay Rd Linden Dort Hwy Extension North Center Windmill Point Woodvalley Corunna W I-69/S I-75 Ramp S I-75 S US 23/Hill Ramp Spruce Stanley Union Kearsley 7th St Hill Holly Carpenter Main W I-69/M-13 Ramp Whisperwood Adelaide Seymour Seymour Restwood Broad St Fenton City Limit Saginaw Bray Coldwater Harding

To Miller Seymour MacDuff W I-69/N I-75 Ramp E I-69/N I-75 Ramp N I-75/Bristol Ramp N US 23 Hill/N I-75 Ramp Owen/N I-75 Ramp County Boundary S I-75/North Ramp Forest Adelaide Owen/N I-75 Ramp Donaldson Shiawassee Clio Belsay Rd Primrose N I-75/Pierson Ramp Health Park Silver Lake Genesee Riverwoods Elms S I-75/I-69 & Miller Ramp S US 23 S US 23/Hill Ramp S US 23/North Ramp Stanley Saginaw/S I-475 Ramp Kearsley 7th St 8th St Holly Pepperwood Carpenter/S I-475 Pierson E I-69/Sheridan Ramp Adelaide Leroy Seymour Knobhill Hyatt Fenton City Limit Main Union Genesee Harding Richfield

CMP Criteria LOS D LOS D LOS D LOS D LOS D LOS D LOS E LOS E LOS D LOS D LOS D LOS E and F LOS D LOS E and F LOS D LOS F LOS D LOS E LOS D LOS D LOS F LOS E LOS D LOS D LOS D LOS D LOS E LOS E LOS D LOS D LOS E LOS E LOS D LOS F LOS E LOS D LOS D LOS D LOS D LOS E LOS D LOS E LOS D LOS E LOS D LOS E and F LOS D LOS D LOS D LOS F

Functional Class Minor Arterial Major Collector Minor Arterial Interstate Interstate Interstate Interstate Other Freeway Other Freeway Other Freeway Minor Collector Major Collector Major Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Principal Arterial Local Major Collector Minor Arterial Minor Arterial Minor Arterial Interstate Interstate Other Freeway Other Freeway Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Principal Arterial Major Collector Minor Collector Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Major Collector Major Collector Minor Arterial Minor Arterial

Current ADT

Current ADT Year

7,950 2,768 6,363 41,918 43,425 43,425 51,399 31,118 25,862 28,308 5,528 11,516 7,634 13,554 NA NA

2010 2019 2017 2017 2017 2017 2017 2017 2017 2017 2008 2018 2015 2018 NA NA

8,185 14,620 9,365 20,643 2,283 8,818 11,587 3,877 4,559 41,918 51,398 31,118 25,862 16,614 18,026 7,096 10,371 13,317 34,902 19,490 7,824 6,398 7,820 12,536 7,741 9,879 10,288 8,495 8,328 14,617 5,554 2,929 15,672 15,672

2018 2018 2018 2016 1998 2014 2018 2015 2018 2017 2017 2017 2017 2017 2017 2014 2015 2014 2015 2014 2008 2015 2017 2014 2017 2018 2018 2018 2018 2015 2018 2016 2017 2017

EJZone Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No Yes Yes Yes Yes Yes Yes Yes Yes Yes

Arterial Yes No Yes No No No No No No No No No No Yes Yes Yes Yes Yes Yes Yes No No Yes Yes Yes No No No No Yes Yes Yes Yes Yes Yes Yes No No Yes Yes Yes Yes Yes Yes Yes Yes No No Yes Yes

2045 CMP Deficiencies Corridor/Intersection State Rd/ M-15 State Rd/ M-15 State Rd/ M-15 State Rd/ M-15 State Rd/ M-15 Stevenson St Stewart Ave Stewart Ave Thompson Rd Thompson Rd Thompson Rd Torrey Rd Torrey Rd Torrey Rd Van Slyke Rd Vienna Rd Vienna Rd Vienna Rd Vienna Rd W I-69 W I-69 W I-69 Welch Blvd Western Rd

From Hunt Bay Lapeer Atherton Kearsley Creek Flushing Stewart/S I-475 Ramp N I-475/Stewart Ramp Jennings S I-75/Thompson Ramp Thompson/N I-75 Ramp Baldwin Georgetown Torrey/N I-75 Ramp 12 Ave Elms Linden New Mill W I-69/I-75 Ramp W I-69/ Dort Ramp Irish/W I-69 Ramp Dupont Pierson

To Davison CTL Lapeer Lippincott Kitchen Green Kearsley N I-475/Stewart Ramp Dort S I-75/Thompson Ramp Thompson/N I-75 Ramp Torrey Thompson Torrey/N I-75 Ramp North Atherton Linden New Mill Berkshire S Hammerberg/W I-69 Ramp Center/W I-69 Ramp State/W I-69 Ramp Grand Traverse Richfield

CMP Criteria LOS E LOS D LOS E and F LOS D LOS E and F LOS D LOS D LOS E LOS D LOS E LOS D LOS D LOS D LOS E LOS D LOS E LOS D LOS E LOS D LOS D LOS D LOS D LOS D LOS E

Functional Class Minor Arterial Principal Arterial/ Minor Arterial Principal Arterial Principal Arterial Principal Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Minor Arterial Major Collector Major Collector Major Collector Minor Arterial Minor Arterial Principal Arterial Principal Arterial Principal Arterial/ Minor Arterial Interstate Interstate Interstate Minor Arterial Major Collector

Current ADT

Current ADT Year

15,672 21,436 12,052 12,923 14,154 1,255 7,126 8,464 8,463 NA

2017 2017 2017 2017 2017 2013 2003 2003 2018 NA

13,130 5,097 9,746 9,746 18,360 16,915 25,241 20,970 14,165 32,667 37,937 23,208 8,840 5,538

2018 2016 2015 2015 2016 2017 2017 2017 2017 2017 2017 2017 2003 2008

EJZone Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

Arterial Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No Yes Yes Yes Yes Yes No No No Yes No

Appendix B: The CMP Checklist and Toolbox

CMP Checklist & Toolbox

Congestion Management Checklist 2045 Long Range Transportation Plan

AGENCY Applicant Agency: Contact Person:

PROJECT INFORMATION Project Name:

Project Purpose: Project Description:

Please provide the current and one historical traffic count from this corridor: Current Data: Year Count

Historical Data: Year Count

*Note: Historical count must have been collected at least five years prior to current count

Proposed Project Year: Is the corridor identified as a deficiency on the 2014 or 2045 CMP Deficiencies Map? Yes

What do you feel is the primary cause of congestion along this corridor?

CMP TOOLBOX STRATEGIES To begin the strategy evaluation, a “toolbox” of congestion mitigation measures was assembled that includes a variety of strategies that could be used. Following an approach used by the New Jersey DOT, the strategy “toolbox” is arranged so that the measures on top take precedence over those on the bottom. The general categories for the “toolbox” are as follows:

GENESEE COUNTY CMP “TOOLBOX” STRATEGIES: Strategy #1: Strategy #2: Strategy #3: Strategy #4:

Reduce Person Trips or Vehicle Miles Traveled (VMT) Shift Automobile Trips to Other Modes

Shift Trips from SOV to HOV Auto/Van Improve Roadway Operations (signal timing, turning lanes, etc.) Strategy #5: Adding Thru-Lane Capacity

1) Reduce Person Trips or Vehicle Miles Traveled o Are land use policies in place to encourage the creation of sidewalks, bike paths, and/or transit facilities along the proposed corridor? Check all that apply. Sidewalks

Bike Paths

Transit

None

o Have major businesses along the corridor been informed about strategies to reduce traffic such as telecommuting, flextime scheduling, or a compressed work week? Yes No

If “No” was checked for any of the #1 CMP Toolbox Strategies, please explain below why the particular option has not been used to decrease congestion and improve traffic flow along the corridor. Comments: 2) Shift Automobile Trips to Other Modes

o Are there available transit options along the proposed project corridor? Yes

o Are there sidewalks, bicycle lanes, or other non-motorized facilities currently in place along the proposed corridor? Check all that apply Sidewalks

Bike Paths

Other Non-Motorized

None

If “No” was checked for any of the #2 CMP Toolbox Strategies, please explain below why the particular option has not been used to decrease congestion and improve traffic flow along the corridor.

Comments: 3) Shift Trips from Single Occupancy Vehicles to High Occupancy Vehicles o Are there programs and facilities in place to encourage the use of High Occupancy Vehicles? Yes No

o Is there the potential to offer transportation demand management solutions such as ridesharing, preferential parking, employer-provided shuttles, or additional car pool lots along the corridor? Yes No If “No” was checked for any of the #3 CMP Toolbox Strategies, please explain below why the particular option has not been used to decrease congestion and improve traffic flow along the corridor. Comments: 4) Improve Roadway Operations o Have the traffic signals along the corridor been timed for optimal traffic flow? Yes

If yes, when? o Is there the potential to improve traffic flow at intersections along the corridor through dedicated turn lanes and/or turning restrictions? Yes

o If so, which intersections? o Have Intelligent Transportation Systems been implemented along the corridor to help address accidents and other non-recurring congestion? Yes

o Has access management been implemented along the corridor to help reduce conflict points and improve traffic flow? Yes No If “No” was checked for any of the #4 CMP Toolbox Strategies, please explain below why the particular option has not been used to decrease congestion and improve traffic flow along the corridor. Comments:

5) Adding Thru-Lane Capacity This is considered a “last resort” after all the other strategies have been considered.

k:\trans\cms\cmp\2045cmp\2045 lrtp cmp checklist and toolbox.doc

Appendix C: Excerpt from the MDOT 2017 Freeway Congestion & Reliability Report for the Bay RegionÂ

EXCERPT COPIED FROM THE IDENTIFIED MDOT REPORT FOR USE IN THE GENESEE COUNTY CMP