2015 Traffic Monitoring Program with Appendices

City of Carlsbad Growth Management Plan

FINAL REPORT: December 22, 2015

1. INTRODUCTION

PROJECT OVERVIEW

Cities around the nation have developed Growth Management Plans in an effort to manage growth within their cities. An important component of a Growth Management Plan is a Traffic Monitoring Program, which includes the collection and analysis of data on critical mid-block roadway segments and at major intersections throughout the city. Typically, Traffic Monitoring Programs include the collection of data for average daily traffic volumes recorded at mid-block locations, and peak hour turning movement counts at major signalized and unsignalized intersections. The field data is then reduced to the morning and afternoon peak hours, and level of service capacity analysis is performed based on existing geometrics and lane configurations. The analysis of intersections and mid-block roadway segment locations allows the city to identify potential capacity problem areas where deficient operations exist or may become problematic in the future. This information assists the city in determining the traffic impacts of future development in the vicinity of these existing or future problem locations where capacity deficiencies are known to exist and in determining the improvements that may be needed to mitigate the deficiencies.

For the last 27 years, the City of Carlsbad has monitored traffic patterns throughout the City. This 2015 Annual Report documents the results of the Growth Management Plan Traffic Monitoring Program for the identified forty-nine (49) key intersections and twenty-seven (27) key mid-block roadway segment locations. Similar analysis has been prepared annually from 1989 to 2014 during the summer months, which provides a basis for comparison.

The City of Carlsbad is a coastal community located in Southern California, 35 miles north of San Diego, and the current population is approximately 111,000. Interstate 5 runs north and south near the western edge of Carlsbad and is a major commuter route carrying a significant amount of through traffic as the primary coastal route linking San Diego to Orange County and Los Angeles. The Carlsbad Circulation system includes the following arterials: El Camino Real, Palomar Airport Road, Rancho Santa Fe Road, Melrose Drive, College Boulevard, Aviara Parkway/Alga Road, La Costa Avenue, and Carlsbad Boulevard. The major roadways within the City of Carlsbad and the intersections and mid-block locations evaluated in this year’s Traffic Monitoring Program are shown in Figure 1-1

ANNUAL REPORT ORGANIZATION

Field Data Services of Arizona collected traffic counts during the Summer of 2015 at requested mid-block roadway segment locations and intersections within the City of Carlsbad. For the first time since data collection efforts began in 1989 for the annual Traffic Monitoring Program, traffic counts were also collected in mid-September 2015 at three (3) mid-block locations and ten (10) intersections where school-related traffic is expected to have the greatest effect on traffic patterns and operations. The results of this data collection are provided in the appendix following this report.

As mentioned previously, a total of twenty-seven (27) mid-block roadway segment count locations were identified by the City of Carlsbad. Average daily traffic (ADT) volume data was collected for a 48-hour period at each location. Michael Baker International coordinated the placement of the counters with City staff and later reviewed the ADT volumes to ensure accuracy and consistency with the prior year’s data. Roadway segment analyses were performed for the critical peak hours. The results of the mid-block roadway segment analysis for the 2015 count period are contained in Chapter 2.

Although mid-block roadway segment operations are more critical in rural areas, in urban settings intersection operations are a more critical factor of roadway operations. Therefore, the City of Carlsbad identified forty-nine (49) key intersections to be analyzed. AM (6:30 to 9:30 AM) and PM (3:30 to 6:30 PM) peak period turn movement volumes were collected at each intersection. The data was reduced to the AM and PM peak hours to identify the peak turn movement volumes and approach delays. This data was then analyzed using the Intersection Capacity Utilization (ICU) method for signalized intersections. The results of the intersection data collection and analysis are provided in Chapter 3

This 2015 Annual Report of the City of Carlsbad’s Traffic Monitoring Program represents the fourth year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were selected by City staff where pedestrian and bicycle activities are among the highest in the City. The results of the mid-block pedestrian and bicycle data collection are contained in Chapter 4

Critical analysis findings and conclusions are provided in Chapter 5. Chapter 5 also includes operational issues, suggestions for potential improvements at critical locations, and recommendations for future traffic monitoring activities.

2. MID-BLOCK ROADWAY SEGMENT COUNTS

Mid-block roadway segment counts were collected at twenty-seven (27) locations throughout the City of Carlsbad and are shown in Figure 2-1. The roadway segment counts were collected using mechanical tube counters that were placed and monitored for two consecutive days (48hours). From the 48-hour counts, the average daily traffic (ADT) volumes were determined, and these ADT volumes for the 2015 count period are summarized in Appendix A following this report. The City of Carlsbad uses a one-direction maximum capacity of 1,800 vehicles per lane, per hour, in the peak period. Mid-block roadway segment operations were determined based on the maximum one-direction lane volume to capacity ratio.

The mid-block roadway segment Level of Service (LOS) ranges are based on the maximum one-direction lane volume to capacity ratios, which correlate as follows:

Figure 2-1 illustrates the 2015 mid-block roadway segment levels of service during the peak hour. Table 2-1 summarizes and compares the 2015 mid-block roadway segment analysis with data from 2011, 2012, 2013 and 2014.

The results of the mid-block roadway segment analysis showed that all locations operate at LOS A or B based on the 2015 counts. No locations were identified as operating at LOS C, D, E or F. The City of Carlsbad considers LOS C or better acceptable for mid-block operations during the AM and PM peak hours. Peak hour operations at LOS D, E, or F are considered deficient.

The results of the 2015 analysis show the following changes in traffic patterns along the City’s arterials from the previous year:

 Palomar Airport Road: overall increase of 1%

 El Camino Real: overall increase of less than 1%

 Melrose Drive: increase of 9% (only one segment counted)

 Carlsbad Boulevard: overall increase of 1%

 La Costa Avenue: overall increase of 2.5%

 Rancho Santa Fe Road: increase of 2% (only one segment counted)

 Poinsettia Lane: increase of 4.5% (only one segment counted)

 Tamarack Avenue: decrease of 3.5% (only one segment counted)

 Cannon Road: overall increase of 2%

 College Boulevard: overall increase of 1.5%

 Alga Road: increase of 1% (only one segment counted)

The results of the 2015 counts show that there has been a slight overall increase in traffic from last year’s count program, with a total of sixteen (16) mid-block locations showing an increase in ADT. Citywide, the overall change in traffic volumes along the arterials included in the 2015 count program was an increase of one percent (1%) from the previous year.

The increases in traffic from last year’s counts ranged from less than one percent (1%) to twenty percent (20%). The largest increases in ADT from last year’s counts occurred at the following mid-block locations:

 Melrose Drive from Lionshead Avenue to Palomar Airport Road (#11): increase of 9%

 Carlsbad Boulevard from Tamarack Avenue to Tierra Del Oro (#14): increase of 20%

Out of the twenty-seven (27) mid-block locations that were analyzed in the previous year, eleven (11) locations experienced a decrease in ADT from the previous 2014 counts. The decreases ranged from less than one percent (1%) to six percent (6%), with an average decrease of three percent (3%) at these eleven locations. The largest decreases in ADT from last year’s counts occurred at the following mid-block locations:

 Palomar Airport Road from Melrose Drive to Paseo Valindo (#4): decrease of 5%

 Carlsbad Boulevard from Cannon Road to Cerezo Drive (#15): decrease of 6%

As discussed on page 3 of this report, traffic counts were collected during mid-September 2015 at a total of three (3) mid-block locations to determine the potential changes in traffic while local schools are in session. The September counts were collected at the following three (3) midblock locations:

 El Camino Real, from Tamarack Avenue to Kelly Drive (#6);

 Tamarack Avenue, from El Camino Real to La Portalada Drive (#22); and

 Cannon Road, from Hilltop Street to College Boulevard (#24).

Despite the additional traffic on these roadways from local schools, the September 2015 counts showed only a modest increase on El Camino Real from Tamarack Avenue to Kelly Drive (+3%), and decreases in traffic on the segments of Tamarack Avenue (-3.5%) and Cannon Road (-2.5%) where September counts were collected.

There have been two roadway construction projects that may have contributed to some of the changes in ADT from the previous year’s count program. The first project is the Carlsbad Desalination Project, which is constructing a desalination plant and a 10-mile pipeline from the coast to the San Diego County Water Authority’s distribution system in San Marcos. Construction on the Carlsbad Desalination Project began in December 2012 and is expected to be completed in early 2016.

Within the City of Carlsbad, most of the pipeline construction has been completed. However, at the time the counts were collected in Summer 2015, long-term lane closures were still in effect on Cannon Road from Grand Pacific Drive to Hemingway Drive, and on portions of Faraday Avenue between Cannon Road and Camino Hills Drive.

During the 2015 TMP count program, the pipeline construction resulted in lane closures and reduced capacity along the following roadway segments within the City of Carlsbad:

Cannon Road from Grand Pacific Drive to Hemingway Drive

Travel lanes reduced to one lane in each direction of travel from Grand Pacific Drive to Faraday Avenue, and reduced to one westbound lane and two eastbound lanes from Faraday Avenue to Hemingway Drive. Bike lanes closed, bikes must share roadway with vehicles.

Faraday Avenue from Cannon Road to Camino Hills Drive

Existing westbound lane closed for about three-quarters of a mile where roadway is divided by raised median, and one lane in each direction provided within the existing eastbound direction.

The second project is the widening of El Camino Real between Chestnut Drive and Tamarack Avenue, which is a City-funded Capital Improvements Program project and is expected to be completed in early 2016. The segment of El Camino Real currently under construction between Chestnut Drive and Tamarack Avenue was reduced to two lanes without bike lanes in each direction of travel at the time the counts were collected. In addition, all four travel lanes are temporarily striped along the west half of the roadway while the construction occurs on the east half of the roadway.

The third project is the widening of El Camino Real between Tamarack Avenue and Cannon Road, which is a developer-funded project that being constructed in conjunction with the development of the Robertson Ranch project. The construction on this segment of El Camino Real did not result in lane closures at the time the counts were collected. However, northbound El Camino Real between Kelly Drive and Tamarack Avenue was realigned to the west to match the realigned segment of El Camino Real north of Tamarack Avenue. The El Camino Real widening project between Tamarack Avenue and Cannon Road is also expected to be completed in 2016.

Although these construction projects have implemented long-term lane closures along several roadway segments, overall daily traffic volumes in the vicinity of these projects do not appear to have changed significantly from the counts collected for last year’s TMP. Traffic may not be avoiding these construction areas due to a lack of alternate parallel routes, particularly on El Camino Real.

Although the mid-block roadway segment analysis can accurately assess the capacity of the through lanes in one direction of travel, overall traffic conditions in urban and suburban settings are influenced more by the operations of major intersections. The results of the 2015 intersection level of service operations analysis are provided in Chapter 3 of this report.

City of Carlsbad Mid-Block Roadway Segment LOS Analysis Summary

Note: Locations shaded in gray were collected in mid-September 2015 at the direction of City

(1) All counts were collected during the summer months (July and August) except for the three (3) shaded locations that were collected in mid-September 2015.

(2) Roadway segment levels of service are based on peak hour operating conditions. For detailed peak hour analysis, refer to Table A-2 in Appendix A of this report.

3. INTERSECTION TURN MOVEMENT COUNTS

Intersection turn movement counts were collected in 2015 at forty-nine (49) major intersections around the City. At the request of City staff, three (3) intersections that were included in last year’s TMP were removed from the 2015 TMP, and three (3) new intersections were added to the 2015 TMP.

The three (3) intersections that were included in previous TMP Reports but are not included in the 2015 TMP Report are listed below:

1) Rancho Santa Fe Road and San Elijo Road (formerly #27);

2) I-5 Southbound Ramps and La Costa Avenue (formerly #48); and

3) I-5 Northbound Ramps and La Costa Avenue (formerly #49).

The three (3) new intersections that have been included in the 2015 TMP Report are as follows:

1) Rancho Santa Fe Road and Calle Barcelona (now #28);

2) I-5 Southbound Ramps and Tamarack (now #44); and

3) I-5 Northbound Ramps and Tamarack Avenue (now #45).

The locations of the intersections included in the 2015 Traffic Monitoring Program (TMP) Report are shown graphically in Figure 3-1. The turn movement counts were conducted during the AM peak period (6:30 to 9:30 AM) and the PM peak period (3:30 to 6:30 PM). The data from each three-hour period was divided into fifteen-minute periods to accurately identify the peak hour that occurs within the AM and PM peak periods. The counts were collected mid-week on a Tuesday, Wednesday or Thursday. The intersection turning movement count data is provided in Appendix B following this report.

During the count period, Michael Baker International staff monitored traffic conditions and noted locations where capacity or signal timing resulted in queues or operational deficiencies that may not be readily obvious using the ICU methodology. Field observations of peak period traffic conditions are described in detail later in this chapter.

The forty-nine (49) intersections were analyzed using the ICU methodology using calculation worksheets developed in an Excel spreadsheet. The count data was provided in Excel format, and imported directly into the ICU calculation worksheets. The peak hour volumes, peak hour factors, and ICU calculations are included in the worksheets for the forty-nine (49) intersections evaluated in the 2015 Report.

The ICU calculations performed assumed the following lane group capacities:

The ICU methodology reports level of service (LOS) based on volume-to-capacity ratios ranging from 0.0 to 1.0:

One of the limitations of the ICU methodology is that it does not account for closely spaced signalized intersections where traffic volumes are heavy and queues spill back to adjacent intersections. The ICU methodology assumes that each intersection operates in isolation of other intersections; therefore, signal coordination, progression of through traffic, and queue spillback are not accounted for in the analysis. Using the ICU methodology at closely spaced intersections with heavy peak hour traffic may result in calculated levels of service that are better than what actually occurs at these intersections during the peak hours.

Since last year’s data collection effort, the City has implemented modifications and improvements at the following intersections evaluated in the 2015 TMP:

El Camino Real and Faraday Avenue (#7)

 Eastbound approach: When the pipeline construction along Faraday Avenue through the intersection was completed, the desalination project incorrectly restriped the eastbound approach of El Camino Real and Faraday Avenue that converted the original through/right-turn lane to a dedicated through lane. The current configuration at the eastbound approach is one left-turn lane, two through lanes and one right-turn lane.

The City has requested that the desalination project restripe the eastbound approach to its original lane configuration with one left-turn lane, one through lane, one shared through/right lane, and one right-turn lane. It is anticipated that the requested restriping of the eastbound approach to its original condition will be completed before the 2016 TMP data collection commences.

El Camino Real and Calle Barcelona (#13)

 Westbound approach: The westbound approach was restriped to convert one of the two through lanes to a dedicated right-turn lane. The new configuration at the westbound approach is one left-turn lane, one through lane and one right-turn lane.

Melrose Drive and Palomar Airport Road (#21)

 Northbound Approach: The northbound approach was restriped to open up all four (4) through lanes now that pipeline construction is completed along Melrose Drive.

 Southbound Approach: The southbound approach was permanently restriped with two (2) left-turn lanes, two (2) through lanes, and two (2) right-turn lanes. The configuration at the southbound approach has not changed from last year’s data collection effort; however it is now considered a permanent improvement.

Jefferson Street and Marron Road (#36)

 Westbound approach: Westbound right-turn overlap was installed at the traffic signal.

The above-listed intersection modifications and improvements resulted in the following changes in operations since last year’s TMP:

El Camino Real and Faraday Avenue (#7)

At the intersection of El Camino Real and Faraday Avenue, from 2014 to 2015 there was a 0.08 increase in the ICU ratio during the PM peak hour, and level of service changed from LOS C to LOS D. The restriping at the eastbound approach reduced the capacity of the right-turn movement, which resulted in the PM peak hour increase in the ICU ratio and change in LOS from C to D.

As described on page 11, the desalination project incorrectly restriped the eastbound approach when the pipeline construction through the intersection was completed, and the City has requested that the desalination project restripe the eastbound approach back to its original condition. Based on the PM peak hour volumes that were collected at El Camino Real and Faraday Avenue for the 2015 TMP, the ICU ratio during the PM peak hour should be 0.77, which would be LOS C operations if the striping at the eastbound approach were correct at the time the counts were collected.

El Camino Real and Calle Barcelona (#13)

At the intersection of El Camino Real and Calle Barcelona, from 2014 to 2015 there was a slight decrease in the ICU ratio and an improvement in operations from LOS B to LOS A during the PM peak hour. However, the improvement in LOS is more likely a result of the 6% decrease in traffic volumes at the intersection from 2014 to 2015 rather than the striping modification at the westbound approach.

Jefferson Street and Marron Road (#36)

At the intersection of Jefferson Street and Marron Road, from 2014 to 2015 there was a -0.13 decrease in the ICU ratio and an improvement in operations from LOS B to LOS A during the PM peak hour. Traffic volumes were virtually unchanged from 2014 to 2015; therefore, the improvement in LOS during the PM peak hour was a result of the right-turn overlap that was installed at the westbound approach of the intersection.

The construction of the pipeline for the Carlsbad Desalination Project resulted in the on-going closure of lanes and modification of the traffic signal phasing at only one intersection during the 2015 TMP data collection effort: Cannon Road and Faraday Avenue (#39). There has been no change in intersection capacity or signal phasing at the intersection since last year’s TMP. Below is the lane configuration at Cannon Road and Faraday Avenue at the time the Summer 2015 traffic counts were collected:

Cannon Road and Faraday Avenue (#39)

 Northbound Approach: One shared left-turn/through/right-turn lane

 Eastbound Approach: One left-turn lane, one through lane and one right-turn lane

 Westbound Approach: One left-turn lane and one shared through/right-turn lane

At the intersection of Cannon Road and Faraday Avenue, there was a slight decrease in traffic volumes from 2014 to 2015, which resulted in a slight decrease in the ICU ratio; however, PM peak hour operations in Summer 2015 remained unchanged at LOS D.

As previously discussed, the El Camino Real widening project has resulted in on-going lane closures between Chestnut Drive and Tamarack Avenue, which includes lane closures at the southbound approach of the intersection of El Camino Real and Tamarack Avenue. Below is the modified lane configuration at El Camino Real and Tamarack Avenue at the time the 2015 traffic counts were collected:

El Camino Real and Tamarack Avenue (#4)

 Southbound Approach: Reduced to one left-turn lane, one through lane and one shared through/right-turn lane (restriping removed the southbound right-turn lane).

There were no lane closures at the other intersection approaches, although the northbound approach was realigned to the west to match the realigned segment of El Camino Real north of Tamarack Avenue.

At the intersection of El Camino Real and Tamarack Avenue, there was an overall 4% decrease in traffic volumes from 2014 to 2015, which resulted in a slight decrease in the ICU ratio during the AM peak hour despite the reduction in intersection capacity. There was a slight increase in the PM peak hour ICU ratio from 2014 to 2015. Operations remained at LOS B during both the AM and PM peak hours, with no change in LOS from 2014 to 2015.

As discussed on page 3 of this report, turning movement counts were collected at a total of ten (10) intersections during mid-September 2015 when local schools were back in session.

As discussed on page 3 of this report, turning movement counts were collected during midSeptember 2015 at a total of ten (10) intersections to determine the potential changes in traffic operations while local schools are in session. The September counts were collected at the following ten (10) intersections:

1) El Camino Real and Tamarack Avenue (#4);

2) El Camino Real and Cannon Road (#5);

3) El Camino Real and Calle Barcelona (#13);

4) Rancho Santa Fe Road and La Costa Avenue (#27);

5) Rancho Santa Fe Road and Calle Barcelona (#28);

6) Rancho Santa Fe Road and Olivenhain Road-Camino Alvaro (#29);

7) Poinsettia Lane and Aviara Parkway (#32);

8) Melrose Drive and Alga Road (#35);

9) I-5 Southbound Ramps and Tamarack Avenue (#44); and

10) I-5 Northbound Ramps and Tamarack Avenue (#45).

Out of the above-listed intersections, the following three intersections - Rancho Santa Fe Road and Calle Barcelona (#28), I-5 Southbound Ramps and Tamarack Avenue (#44), and I-5 Northbound Ramps and Tamarack Avenue (#45) are new to the City’s TMP and so cannot be compared to previous years.

The ICU calculations for the most of the ten (10) 2015 TMP intersection counts collected in midSeptember showed little change in operations and LOS from Summer 2014 to September 2015. Despite the additional school-related traffic on the roadways, most of the September 2015 counts showed only nominal differences in AM and PM peak period traffic between Summer 2014 and September 2015.

The most significant change in ICU ratios occurred at the intersection of Melrose Drive and Alga Road, where an increase of 0.27 was calculated during the AM peak hour. However, AM peak hour operations only changed from LOS A to LOS B. The increase in the ICU ratio and change in LOS was a result of significantly higher turning movement volumes at Melrose Drive and Alga Road in September 2015 versus Summer 2014. It is assumed that the large increase in traffic (+31%) at the intersection is partially attributed to the nearby schools being in session at the time the counts were collected.

Field observations of the intersections evaluated in the 2015 TMP revealed that closely spaced intersections near freeway interchanges experience the highest occurrences of vehicular queue spillbacks into adjacent intersections. Arterials observed to experience the greatest congestion through closely spaced intersections are El Camino Real between SR-78 and Marron Road, Carlsbad Village Drive between Harding Street and Pio Pico Drive, Cannon Road between I-5 and Car Country Drive, and Palomar Airport Road between Avenida Encinas and Armada Drive. The ICU calculations for these intersections in the vicinity of freeway interchanges at I-5 and at SR-78 may be reporting a better level of service than what actually occurs during the morning and afternoon peak traffic periods.

Citywide, the following observations were made during the collection of intersection turning movement counts in Summer and September 2015:

 Overall the changes in the turning movement volumes and ICU calculations for the intersections have been minimal from 2014 to 2015.

 The most significant increases in turning movement volumes and ICU ratios from 2014 to 2015 occurred at Melrose Drive and Alga Road during the AM peak hour, and at Palomar Airport Road and I-5 Northbound Ramps during the PM peak hour. Operations at Melrose Drive and Alga Road changed from LOS A to LOS B during the AM peak hour from 2014 to 2015. At the intersection of Palomar Airport Road and I-5 Northbound Ramps, PM peak hour operations from 2014 to 2015 changed from LOS B to LOS C. Overall turning movement volumes increased by 31% at Melrose Drive and Alga Road, and increased by 12% at Palomar Airport Road and I-5 Northbound Ramps.

 The most significant decreases in turning movement volumes and ICU ratios from 2014 to 2015 occurred at El Camino Real and Poinsettia Lane during the AM peak hour, and at Palomar Airport Road and El Fuerte Street during the PM peak hour. From 2014 to 2015, turning movement volumes at El Camino Real and Poinsettia Lane decreased by approximately 18% during the AM peak hour. At Palomar Airport Road and El Fuerte Street from 2014 to 2015, PM peak hour turning movement volumes have decreased by 8% and operations have improved from LOS D to LOS C.

From 2014 to 2015, overall turning movement volumes have increased at intersections along Palomar Airport Road (west of El Camino Real), Carlsbad Boulevard, and Rancho Santa Fe Road. The increase in peak hour volumes at intersections on Carlsbad Boulevard may be attributed to increased congestion on I-5 resulting in traffic using Carlsbad Boulevard as an alternate route.

Overall turning movement volumes have decreased at intersections along El Camino Real, College Boulevard, Cannon Road and Faraday Avenue. Although the daily traffic volumes along some segments of El Camino Real, College Boulevard, Cannon Road show only slight increases or decreases from last year’s TMP counts, there appears to be a more prominent decrease in the intersection turning movement volumes along these roadways during the AM and PM peak hours. The decreases during the peak hours may be a result of traffic avoiding peak hour congestion and queuing near the ongoing pipeline construction activities and the construction activities associated with the widening of El Camino Real.

The ICU calculations and LOS for the previous 2011 through 2015 TMP Reports are summarized in Table 3-1. The ICU calculation worksheets are provided in Appendix B along with the intersection turning movement count data. Figure 3-2 and Figure 3-3 illustrate the intersection LOS for the AM and PM peak hours, respectively.

The City of Carlsbad considers LOS D or better acceptable for intersection operations during the AM and PM peak hours, and peak hour operations at LOS E or F are considered deficient. The results of the ICU analysis for the 2015 Report showed that none of the 49 intersections included in this analysis are currently operating at deficient levels of service.

Although LOS D is considered an acceptable LOS for peak hour operations, intersections that are identified as operating at LOS D are considered locations that may potentially become deficient in the future as regional traffic volumes increase. Intersection operations for these intersections are described in greater detail in this TMP report, and it is recommended that the City monitor these locations closely over the next several years to identify potential operational deficiencies during the peak periods. The following two (2) intersections are currently operating at LOS D during either the AM or PM peak hours:

The following describes the 2015 peak period operations of the two (2) intersections that are operating at LOS D:

El Camino Real and Faraday Avenue (#7)

The ICU calculations based on the 2015 counts show that this intersection is operating at a mid LOS D during the PM peak hour. From 2014 to 2015, PM peak period operations at this intersection have changed from a high LOS C to a mid LOS D. Turning movement volumes at the intersection have actually decreased by almost 3% from 2014 to 2015; however, the recent restriping of the eastbound approach (as described on page 11) reduced the capacity of the critical right-turn movement, resulting in a 0.08 increase in the ICU ratio and change in operations from LOS C to LOS D.

As described on page 11, after the pipeline construction through the intersection was completed, the desalination project incorrectly restriped the eastbound approach when they converted the original through/right-turn lane to a dedicated through lane. The current configuration at the eastbound approach is one left-turn lane, two through lanes and one rightturn lane. The City has requested that the desalination project restripe the eastbound approach back to its original condition. It is anticipated that the requested restriping of the eastbound approach to its original condition will be completed before the 2016 TMP data collection commences.

As described on page 12, ICU calculations performed at the intersection with correct lane configuration at the eastbound approach show that PM peak hour operations would remain at LOS C based on the 2015 TMP counts that were collected at the intersection.

Cannon Road and Faraday Avenue (#39)

Based on the ICU calculations from the 2014 to 2015 counts, operations at Cannon Road and Faraday Avenue have remained at LOS D during the PM peak hour. Overall, PM peak hour turning movement volumes have decreased slightly from 2014 to 2015. The 2015 counts show that traffic is generally continuing to avoid the sections of Cannon Road and Faraday Avenue where the pipeline construction is occurring, and are using other parallel arterials such as Palomar Airport Road. It is anticipated that turning movement volumes at Cannon Road and Faraday Avenue will increase significantly and operations will improve when the pipeline construction is completed and the currently closed lanes are open to traffic again.

From 2014 to 2015, operations at the following intersections have improved from LOS D to LOS C:

El Camino Real and Cannon Road (#5): PM peak hour

Palomar Airport Road and El Fuerte Street (#20): PM peak hour

At both El Camino Real and Cannon Road and at Palomar Airport Road and El Fuerte Street, turning movement volumes have decreased from 2014 to 2015, resulting in improved operations at both intersections.

Table 3-1

Intersection Capacity Utilization Analysis Summary

Note: Intersections operating at LOS D are indicated in bold. Although LOS D is considered acceptable for peak hour operations, these intersections are identified as becoming potentially deficient in the future and need to be monitored closely as regional traffic volumes increase. Locations shaded in gray were collected in mid-September 2015 at the direction of City staff.

** AM and PM peak hour LOS calculations are based on construction impacts at the intersection.

(1) All counts were collected during the summer months (July and August) except for the shaded locations that were collected in mid-September 2015.

Table 3-1 (continued)

Intersection Capacity Utilization Analysis Summary

Note: Intersections operating at LOS D are indicated in bold. Although LOS D is considered acceptable for peak hour operations, these intersections are identified as becoming potentially deficient in the future and need to be monitored closely as regional traffic volumes increase. Locations shaded in gray were collected in mid-September 2015 at the direction of City staff.

* Count data not collected in 2012 due to construction that resulted in the closure of Jefferson Street during the Summer counts period.

** AM and PM peak hour LOS calculations are based on construction impacts at the intersection.

(1) All counts were collected during the summer months (July and August) except for the shaded locations that were collected in mid-September 2015.

4. MID-BLOCK PEDESTRIAN AND BICYCLE COUNTS

The City of Carlsbad has recently updated their General Plan Mobility Element, which includes a shift from the traditional focus on vehicular traffic flow and operations to a multi-modal focus. A multi-modal focus accounts for all users of the City’s roadway network, including motorized vehicles, transit riders, bicyclists and pedestrians. In an effort to document pedestrian and bike activity in the community, the TMP includes peak period pedestrian and bike activity along Carlsbad Boulevard and in the Village. The 2015 Annual Report of the City of Carlsbad’s Traffic Monitoring Program is the fourth year in which mid-block pedestrian and bicycle counts were added to the data collection efforts.

Five (5) key mid-block locations were selected by City staff in the previous 2012, 2013 and 2014 Annual Reports where pedestrian and bicycle activities are among the highest in the City. These same (5) mid-block locations were also selected for this 2015 Annual Report, which are as follows:

1. Carlsbad Boulevard between Carlsbad-Oceanside Boundary and State Street

2. Carlsbad Boulevard between Grand Avenue and Carlsbad Village Drive

3. Carlsbad Boulevard between Chestnut Avenue and Maple Avenue

4. Carlsbad Village Drive between Carlsbad Boulevard and Washington Street

5. Grand Avenue between Washington Street and State Street

Pedestrian and bicycle counts for the above-listed mid-block locations were collected on a weekday (Wednesday, July 15, 2015), and also on a weekend (Saturday, July 25, 2015) during three peak two-hour periods (7:00 - 9:00 AM, 11:00 AM – 1:00 PM, and 4:00 – 6:00 PM). Data was collected in 15-minute intervals for each direction of travel at each mid-block location. The locations of the mid-block pedestrian and bicycle counts are shown in Figure 4-1. Pedestrian and bicycle mid-block count data is provided in Appendix C following this report.

The peak hour counts for each period were calculated from the 15-minute data, and are summarized below in Table 4-1. Table 4-1 reveals the following characteristics about the pedestrian and bicycle activities at the selected locations:

 Weekday pedestrian and bicycle activities are highest during the PM peak period (4:00 –6:00 PM).

 Weekend pedestrian and bicycle activities are highest during the Midday peak period (11:00 AM – 1:00 PM).

 The highest level of weekday pedestrian activity occurs on the beachside path along the west side of Carlsbad Boulevard between Chestnut Avenue and Maple Avenue, during the AM peak hour.

 The highest level of weekend pedestrian activity occurs along the west side of Carlsbad Boulevard between Grand Avenue and Carlsbad Village Drive, during the PM peak hour.

 The highest levels of bicycle activity occur along Carlsbad Boulevard between Chestnut Avenue and Maple Avenue on both weekdays and weekends.

 Overall pedestrian and bicycle activities are higher on the weekends than during the week.

Table 4-1

Summary of Mid-Block Pedestrian and Bicycle Counts

A comparison between the Summer 2014 pedestrian and bicycle counts and last year’s counts showed the following trends in pedestrian and bicycle activity:

 Overall, pedestrian activity at the five selected mid-block locations has increased approximately 11% during the week, and has decreased approximately 9% on the weekend from last year’s counts.

 Overall, bicycle activity at the five selected mid-block locations has decreased approximately 9% during the week, and has decreased approximately 22% on the weekend from last year’s counts.

Since the pedestrian and bicycle counts were collected last summer for the 2014 Annual Report, the City of Carlsbad has implemented the following improvements to pedestrian and bicycle facilities such as:

 Sidewalk improvements on both sides of the Carlsbad Boulevard bridge over the railroad tracks between State Street and Mountain View Drive;

 New bike lanes on Alicante Road between Poinsettia Lane and Alga Road;

 Wider bike lanes with buffers along Cannon Road between Paseo Del Norte and Grand Pacific Drive;

 Wider bike lanes on Batiquitos Drive between Poinsettia Lane and Black Swan Place; and

 Wider bike lanes on Rancho Santa Fe Road between Olivenhain Road and Calle Acervo.

The pedestrian and bicycle counts collected for the 2015 Annual Report shows that overall pedestrian activity has slightly increased, and overall bicycle activity has decreased from last year’s data collection efforts. The decrease in overall bicycle activity may be due to warmer temperatures that may have reduced the number of cyclists on the days the 2015 counts were collected versus the days the 2014 counts were collected.

5. CONCLUSIONS

The purpose of the City of Carlsbad Annual Growth Management Plan Traffic Monitoring Program (TMP) is to monitor the growth of traffic on the City’s arterials and at intersections. The City of Carlsbad identified forty-nine (49) key intersections and twenty-seven (27) key mid-block roadway segment locations for analysis. In previous years, a higher number of intersections and roadway segments were included in the Annual TMP, but as traffic operations have improved following the completion of several key roadway extension improvements, fewer intersections and roadway segments are monitored than in the previous years.

At the request of City staff, three (3) intersections that were included in last year’s TMP were removed from the 2015 TMP, and three (3) new intersections were added to the 2015 TMP. The twenty-seven (27) mid-block roadway segments are the same locations that were selected for data collection and analysis in the TMP for the previous three years.

This 2015 Annual Report of the City of Carlsbad’s Traffic Monitoring Program is the fourth year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were counted during weekday and weekend peak periods where pedestrian and bicycle activities are among the highest in the City.

The results of the mid-block roadway segment counts and analysis show that all twenty-seven (27) mid-block locations are currently operating at LOS A or B during the AM and PM peak periods. Overall traffic volumes on the City’s arterials have increased by an average of one (1) percent from 2014 to 2015.

The results of the 2015 intersection counts and ICU calculations show that none of the selected forty-nine (49) intersections are currently operate at deficient levels of service (LOS E or F) during the AM or PM peak hours. Intersections that are identified as operating at LOS D are considered locations that may potentially become deficient in the future as regional traffic volumes increase.

The following two (2) of the forty-nine study intersections are currently operating at LOS D during the AM or PM peak hours:

At El Camino Real and Faraday Avenue, the LOS D operations are a result of the incorrectly restriped lane configuration at the eastbound approach after the desalination pipeline construction activities were completed (as described on page 11). The City has requested that the desalination project restripe the eastbound approach to its previous lane configuration. Once the correct lane configuration is restored at the eastbound approach, PM peak hour operations at El Camino Real and Faraday Avenue will return to LOS C.

The LOS D operations at Cannon Road and Faraday Avenue are a result of the reduced lane capacity associated with the pipeline construction for the Carlsbad Desalination Project, at the time the traffic counts were collected (July 2015). However, the pipeline construction along Cannon Road and Faraday Avenue was completed by Fall 2015 and all lanes at the intersection are currently open to traffic. It is expected that PM peak hour operations have improved to LOS A, which was the reported PM level of service from the Summer 2013 TMP Report before the pipeline construction began.

In conclusion, this report provides an assessment of overall traffic operations throughout the City, and identifies trends in traffic patterns from the previous years. As shown, there has been an overall slight increase in traffic city-wide (1%) from 2014 to 2015. Arterials with the highest increases in traffic include Melrose Drive, Poinsettia Lane, La Costa Avenue, and Cannon Road. The City should use this report to identify locations where additional traffic monitoring may be needed in the future.

APPENDIX A

MID-BLOCK ROADWAY SEGMENT SUMMARY

MID-BLOCK ROADWAY SEGMENT COUNTS

Twenty-seven (27) mid-block roadway segment locations were identified by the City of Carlsbad to be studied under the City’s Growth Management Plan Traffic Monitoring Program. Table A-1 summarizes the list of identified mid-block roadway segment locations and the dates in which each mid-block location was collected.

From the 48-hour counts, the average daily traffic (ADT) volumes were determined, and these ADT volumes for the Summer count period are contained in the following pages of Appendix A. The City of Carlsbad uses a one-direction maximum capacity of 1,800 vehicles per lane, per hour, in the peak period. Mid-block roadway segment analysis was calculated by a maximum one-direction lane volume to capacity ratio. Table A-2 summarizes the AM and PM peak hour volumes and levels of service in each direction of travel for each of the mid-block roadway segment locations.

Appendix A includes the following information for the 2015 Traffic Monitoring Program Report:

• Day One 24-Hour Mid-Block Volume Report (data divided into 15-minute intervals)

• Day Two 24-Hour Mid-Block Volume Report (data divided into 15-minute intervals)

• Two-Day Average Mid-Block Volume Report (data divided into 15-minute intervals)

• Day One and Day Two 24-Hour Volume Plots

Summary of Mid-Block Roadway Segment Counts

CollegeBlvd. CityLimitsNtoTamarackAve. Tues./Wed. 7/21,7/22

CollegeBlvd. AstonAve.toPalomarAirportRd. Tues./Wed. 7/28,7/29

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 1

Location: Palomar Airport Road Between Paseo del Norte and Armada Drive

Tuesday,August11,2015 Wednesday,August12,2015

2-DAY AVERAGE

Palomar Airport Road

Between Paseo Del Norte and Armada Drive

End Time11-Aug

1:00 AM189

2:00 AM118

3:00 AM80

4:00 AM125

5:00 AM314

6:00 AM859

7:00 AM1,963

8:00 AM3,584

9:00 AM3,263

10:00 AM3,322

11:00 AM3,275

12:00 PM3,553

1:00 PM3,882

2:00 PM3,763

3:00 PM3,768

4:00 PM3,851

5:00 PM3,954

6:00 PM4,459

7:00 PM3,653

8:00 PM2,536

9:00 PM1,708

10:00 PM1,141

11:00 PM713

12:00 AM432

Total54505

Tuesday, August 11, 2015

Palomar Airport Road

Between Paseo Del Norte and Armada Drive

End Time12-Aug

1:00 AM231

2:00 AM188

3:00 AM137

4:00 AM126

5:00 AM392

6:00 AM982

7:00 AM2,517

8:00 AM3,432

9:00 AM2,999

10:00 AM3,495

11:00 AM3,296

12:00 PM3,538

1:00 PM4,070

2:00 PM3,689

3:00 PM4,118

4:00 PM4,086

5:00 PM4,044

6:00 PM4,155

7:00 PM3,902

8:00 PM2,829

9:00 PM1,942

10:00 PM1,080

11:00 PM731

12:00 AM517

Total56496

Wednesday, August 12, 2015

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 2

Location: Palomar Airport Road Between Yarrow Drive and El Camino Real

Tuesday,July28,2015 Wednesday,July29,2015

PalomarAirportRd.btwn.YarrowDr.&ElCaminoReal

2-DAY AVERAGE

Palomar Airport Road

Between Yarrow Drive and El Camino Real

Tuesday, July 28, 2015

End Time28-Jul

1:00 AM131

2:00 AM100

3:00 AM67

4:00 AM174

5:00 AM283

6:00 AM843

7:00 AM1,714

8:00 AM2,569

9:00 AM2,539

10:00 AM2,210

11:00 AM2,183

12:00 PM2,446

1:00 PM2,719

2:00 PM2,719

3:00 PM2,539

4:00 PM2,714

5:00 PM2,834

6:00 PM2,929

7:00 PM2,230

8:00 PM1,539

9:00 PM1,256

10:00 PM848

11:00 PM517

12:00 AM333 Total38436

Palomar Airport Road

Between Yarrow Drive and El Camino Real

Wednesday, July 29, 2015

End Time29-Jul

1:00 AM143

2:00 AM93

3:00 AM85

4:00 AM144

5:00 AM297

6:00 AM839

7:00 AM1,742

8:00 AM2,574

9:00 AM2,577

10:00 AM2,200

11:00 AM2,191

12:00 PM2,457

1:00 PM2,635

2:00 PM2,578

3:00 PM2,499

4:00 PM2,764

5:00 PM2,962

6:00 PM2,844

7:00 PM2,251

8:00 PM1,564

9:00 PM1,277

10:00 PM819

11:00 PM555

12:00 AM340

Total38430

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 3

Location: Palomar Airport Road Between El Camino Real and Loker Avenue (W.)

Wednesday,July29,2015 Thursday,July30,2015

2-DAY AVERAGE

Palomar Airport Road

Between El Camino Real and Loker Avenue (W)

Wednesday, July 29, 2015

End Time29-Jul

1:00 AM163

2:00 AM83

3:00 AM45

4:00 AM59

5:00 AM357

6:00 AM1,338

7:00 AM2,571

8:00 AM3,655

9:00 AM3,777

10:00 AM3,313

11:00 AM2,761

12:00 PM2,705

1:00 PM3,369

2:00 PM3,072

3:00 PM3,002

4:00 PM3,546

5:00 PM3,901

6:00 PM4,339

7:00 PM3,150

8:00 PM2,134

9:00 PM1,483

10:00 PM941

11:00 PM620

12:00 AM413

Total50797

Palomar Airport Road

Between El Camino Real and Loker Avenue (W)

Thursday, July 30, 2015

End Time30-Jul

1:00 AM256

2:00 AM118

3:00 AM87

4:00 AM178

5:00 AM586

6:00 AM1,282

7:00 AM2,458

8:00 AM3,484

9:00 AM3,457

10:00 AM2,863

11:00 AM2,540

12:00 PM2,738

1:00 PM3,034

2:00 PM3,296

3:00 PM3,312

4:00 PM3,709

5:00 PM4,180

6:00 PM4,201

7:00 PM3,189

8:00 PM1,972

9:00 PM1,212

10:00 PM886

11:00 PM673

12:00 AM382

Total50093

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 4

Location: Palomar Airport Road Between Melrose Drive and Paseo Valindo

Wednesday,July29,2015 Thursday,July30,2015

PalomarAirportRd.btwn.MelroseDr.&PaseoValindo

2-DAY AVERAGE

Palomar Airport Road

Between Melrose Drive and Paseo Valindo

Wednesday,

July 29, 2015

End Time29-Jul

1:00 AM84

2:00 AM57

3:00 AM52

4:00 AM126

5:00 AM236

6:00 AM796

7:00 AM1,383

8:00 AM2,078

9:00 AM2,034

10:00 AM1,811

11:00 AM1,620

12:00 PM1,757

1:00 PM1,777

2:00 PM1,642

3:00 PM1,968

4:00 PM2,254

5:00 PM2,677

6:00 PM2,700

7:00 PM1,832

8:00 PM1,152

9:00 PM810

10:00 PM584

11:00 PM397

12:00 AM210

Total30037

Palomar Airport Road

Between Melrose Drive and Paseo Valindo

Thursday, July 30, 2015

End Time30-Jul

1:00 AM112

2:00 AM64

3:00 AM54

4:00 AM122

5:00 AM237

6:00 AM809

7:00 AM1,384

8:00 AM1,972

9:00 AM2,107

10:00 AM1,762

11:00 AM1,620

12:00 PM1,778

1:00 PM1,925

2:00 PM1,794

3:00 PM2,028

4:00 PM2,360

5:00 PM2,549

6:00 PM2,860

7:00 PM2,104

8:00 PM1,543

9:00 PM1,049

10:00 PM770

11:00 PM500

12:00 AM283

Total31786

MID-BLOCK COUNT SUMMARY

Number: 5

Location: El Camino Real Between Plaza Drive and Marron Road

DAY 2

Tuesday,July14,2015 Wednesday,July15,2015

ElCaminoRealbtwn.PlazaDr.&MarronRd.

2-DAY AVERAGE

El Camino Real

Between Plaza Drive and Marron Road

Tuesday, July 14, 2015

End Time14-Jul

1:00 AM134

2:00 AM77

3:00 AM38

4:00 AM65

5:00 AM187

6:00 AM582

7:00 AM1,287

8:00 AM1,955

9:00 AM1,888

10:00 AM1,603

11:00 AM1,730

12:00 PM1,899

1:00 PM2,166

2:00 PM2,122

3:00 PM2,120

4:00 PM2,380

5:00 PM2,432

6:00 PM2,279

7:00 PM1,593

8:00 PM1,124

9:00 PM954

10:00 PM739

11:00 PM494

12:00 AM256

Total30104

24-Hour Volume Plot

El Camino Real

Between Plaza Drive and Marron Road

Wednesday, July 15, 2015

End Time15-Jul

1:00 AM155

2:00 AM94

3:00 AM43

4:00 AM63

5:00 AM182

6:00 AM668

7:00 AM1,300

8:00 AM1,826

9:00 AM1,939

10:00 AM1,746

11:00 AM1,517

12:00 PM1,662

1:00 PM2,078

2:00 PM2,070

3:00 PM1,833

4:00 PM2,179

5:00 PM2,407

6:00 PM2,238

7:00 PM2,006

8:00 PM1,367

9:00 PM1,043

10:00 PM744

11:00 PM540

12:00 AM308

Total30008

MID-BLOCK COUNT SUMMARY

Number: 6

Location: El Camino Real Between Tamarack Avenue and Kelly Drive

El Camino Real

Between Tamarack Avenue and Kelly Drive

Wednesday, September 16, 2015

End Time16-Sep

1:00 AM89

2:00 AM47

3:00 AM26

4:00 AM72

5:00 AM162

6:00 AM344

7:00 AM902

8:00 AM2,158

9:00 AM2,035

10:00 AM1,287

11:00 AM1,343

12:00 PM1,518

1:00 PM1,752

2:00 PM1,890

3:00 PM2,254

4:00 PM1,974

5:00 PM2,193

6:00 PM2,526

7:00 PM1,706

8:00 PM1,160

9:00 PM723

10:00 PM437

11:00 PM234

12:00 AM167

Total26999

El Camino Real

Between Tamarack Avenue and Kelly Drive

Thursday, September 17, 2015

End Time17-Sep

1:00 AM99

2:00 AM60

3:00 AM25

4:00 AM79

5:00 AM144

6:00 AM359

7:00 AM815

8:00 AM2,210

9:00 AM1,998

10:00 AM1,349

11:00 AM1,355

12:00 PM1,517

1:00 PM1,875

2:00 PM1,953

3:00 PM2,066

4:00 PM2,118

5:00 PM2,248

6:00 PM2,218

7:00 PM1,890

8:00 PM1,086

9:00 PM749

10:00 PM574

11:00 PM330

12:00 AM184

Total27301

24-Hour Volume Plot

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 7

Location: El Camino Real Between Jackspar Drive and College Boulevard

ElCaminoRealbtwn.JacksparDr./RanchoCarlsbadDr.&

Wednesday,July22,2015 Thursday,July23,2015

ElCaminoRealbtwn.JacksparDr./RanchoCarlsbadDr.&

CollegeBlvd.

2-DAY AVERAGE

El Camino Real

Between Jackspar Drive and College Boulevard

Wednesday, July 22, 2015

End Time22-Jul

1:00 AM151

2:00 AM72

3:00 AM57

4:00 AM99

5:00 AM280

6:00 AM720

7:00 AM1,624

8:00 AM2,828

9:00 AM3,002

10:00 AM2,265

11:00 AM1,857

12:00 PM2,107

1:00 PM2,365

2:00 PM2,295

3:00 PM2,388

4:00 PM2,822

5:00 PM3,292

6:00 PM3,402

7:00 PM2,212

8:00 PM1,380

9:00 PM968

10:00 PM722

11:00 PM473

12:00 AM309

Total37690

El Camino Real

Between Jackspar Drive and College Boulevard

Thursday, July 23, 2015

End Time23-Jul

1:00 AM149

2:00 AM83

3:00 AM59

4:00 AM78

5:00 AM269

6:00 AM717

7:00 AM1,552

8:00 AM2,852

9:00 AM2,869

10:00 AM2,305

11:00 AM1,832

12:00 PM2,062

1:00 PM2,207

2:00 PM2,315

3:00 PM2,431

4:00 PM2,840

5:00 PM3,388

6:00 PM3,296

7:00 PM2,183

8:00 PM1,306

9:00 PM1,001

10:00 PM751

11:00 PM514

12:00 AM332

Total37391

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 8

Location: El Camino Real Between Faraday Avenue and Palomar Airport Road

Tuesday,July28,2015 Wednesday,July29,2015

2-DAY AVERAGE

El Camino Real

Between Faraday Avenue and Palomar Airport Road

End Time28-Jul

1:00 AM119

2:00 AM60

3:00 AM36 4:00 AM79

5:00 AM204

6:00 AM591

7:00 AM1,326

8:00 AM2,387

9:00 AM2,744

10:00 AM2,189

11:00 AM1,745

12:00 PM2,164

1:00 PM2,476

2:00 PM2,299

3:00 PM2,230

4:00 PM2,437

5:00 PM2,820

6:00 PM3,090

7:00 PM1,935

8:00 PM1,115

9:00 PM831

10:00 PM617

11:00 PM414

12:00 AM232

Total34140

Tuesday, July 28, 2015

El Camino Real

Between Faraday Avenue and Palomar Airport Road

End Time29-Jul

1:00 AM91

2:00 AM52

3:00 AM42

4:00 AM84

5:00 AM210

6:00 AM565

7:00 AM1,324

8:00 AM2,472

9:00 AM2,728

10:00 AM2,241

11:00 AM1,859

12:00 PM2,129

1:00 PM2,497

2:00 PM2,408

3:00 PM2,258

4:00 PM2,484

5:00 PM2,859

6:00 PM2,984

7:00 PM2,019

8:00 PM1,178

9:00 PM815

10:00 PM636

11:00 PM442

12:00 AM239

Total34616

Wednesday, July 29, 2015

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 9

Location: El Camino Real Between Arenal Road and Costa Del Mar Road

Wednesday,August05,2015 Thursday,August06,2015

2-DAY AVERAGE

El Camino Real

Between Arenal Road and Costa Del Mar Road

Wednesday, August 5,

2015

End Time5-Aug

1:00 AM197

2:00 AM123

3:00 AM48 4:00 AM81

5:00 AM196

6:00 AM644

7:00 AM1,474

8:00 AM2,868

9:00 AM3,662

10:00 AM2,976

11:00 AM2,892

12:00 PM3,089

1:00 PM3,385

2:00 PM3,361

3:00 PM3,350

4:00 PM3,781

5:00 PM4,327

6:00 PM4,821

7:00 PM3,274

8:00 PM2,277

9:00 PM1,508

10:00 PM1,116

11:00 PM789

12:00 AM460

Total50699

El Camino Real

Between Arenal Road and Costa Del Mar Road

End Time6-Aug

1:00 AM186

2:00 AM116

3:00 AM95

4:00 AM112

5:00 AM242

6:00 AM619

7:00 AM1,700

8:00 AM2,691

9:00 AM3,497

10:00 AM3,334

11:00 AM3,056

12:00 PM3,151

1:00 PM3,213

2:00 PM3,604

3:00 PM3,587

4:00 PM3,822

5:00 PM4,341

6:00 PM4,491

7:00 PM3,624

8:00 PM2,506

9:00 PM1,766

10:00 PM1,376

11:00 PM758

12:00 AM412

Total52299

Thursday, August 6, 2015

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 10

Location: El Camino Real Between Levante Street and Calle Barcelona

DAY 2

Wednesday,August05,2015 Thursday,August06,2015

2-DAY AVERAGE

El Camino Real

Between Levante Street and Calle Barcelona

Wednesday, August 5,

2015

End Time5-Aug

1:00 AM72

2:00 AM40

3:00 AM24

4:00 AM35

5:00 AM108

6:00 AM351

7:00 AM980

8:00 AM1,959

9:00 AM2,765

10:00 AM2,399

11:00 AM2,069

12:00 PM2,366

1:00 PM2,752

2:00 PM2,842

3:00 PM2,771

4:00 PM2,739

5:00 PM3,031

6:00 PM3,177

7:00 PM2,314

8:00 PM1,571

9:00 PM1,134

10:00 PM729

11:00 PM517

12:00 AM258

Total37003

El Camino Real

Between Levante Street and Calle Barcelona

End Time6-Aug

1:00 AM125

2:00 AM103

3:00 AM46

4:00 AM42

5:00 AM97

6:00 AM274

7:00 AM806

8:00 AM1,922

9:00 AM2,648

10:00 AM2,416

11:00 AM2,496

12:00 PM2,607

1:00 PM2,818

2:00 PM3,012

3:00 PM2,861

4:00 PM3,112

5:00 PM3,208

6:00 PM3,198

7:00 PM2,914

8:00 PM1,739

9:00 PM1,015

10:00 PM637

11:00 PM410

12:00 AM237

Total38743

Thursday,

August 6, 2015

Volume Plot

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 11

Location: Melrose Drive Between Lionshead Avenue and Palomar Airport Road

2-DAY AVERAGE

Melrose Drive

Between Lionshead Avenue and Palomar Airport Road

End Time29-Jul

1:00 AM97

2:00 AM52

3:00 AM43

4:00 AM115

5:00 AM278

6:00 AM660

7:00 AM1,597

8:00 AM2,566

9:00 AM2,558

10:00 AM1,822

11:00 AM1,418

12:00 PM1,640

1:00 PM1,860

2:00 PM1,949

3:00 PM1,811

4:00 PM2,167

5:00 PM2,581

6:00 PM2,481

7:00 PM1,755

8:00 PM1,176

9:00 PM763

10:00 PM531

11:00 PM332

12:00 AM193

Total30445

Wednesday, July 29, 2015

Melrose Drive

Between Lionshead Avenue and Palomar Airport Road

End Time30-Jul

1:00 AM85

2:00 AM42

3:00 AM48

4:00 AM91

5:00 AM196

6:00 AM685

7:00 AM1,555

8:00 AM2,545

9:00 AM2,505

10:00 AM1,866

11:00 AM1,445

12:00 PM1,596

1:00 PM1,907

2:00 PM1,942

3:00 PM1,865

4:00 PM2,205

5:00 PM2,619

6:00 PM2,525

7:00 PM1,749

8:00 PM1,105

9:00 PM716

10:00 PM504

11:00 PM327

12:00 AM188

Total30311

Thursday, July 30, 2015

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 12

Location: Carlsbad Boulevard Between State Street and Mountain View Drive

Wednesday,July15,2015 Thursday,July16,2015

2-DAY AVERAGE

Carlsbad Boulevard

Between State Street and Mountain View Drive

Wednesday, July 15,

2015

End Time15-Jul

1:00 AM98

2:00 AM48

3:00 AM32

4:00 AM18

5:00 AM20

6:00 AM111

7:00 AM366

8:00 AM553

9:00 AM599

10:00 AM736

11:00 AM731

12:00 PM824

1:00 PM900

2:00 PM931

3:00 PM971

4:00 PM964

5:00 PM1,082

6:00 PM1,153

7:00 PM892

8:00 PM667

9:00 PM440

10:00 PM266

11:00 PM201

12:00 AM131

Total12734

Carlsbad Boulevard

Between State Street and Mountain View Drive

Thursday, July 16,

2015

End Time16-Jul

1:00 AM77

2:00 AM56

3:00 AM23

4:00 AM20

5:00 AM30

6:00 AM122

7:00 AM360

8:00 AM564

9:00 AM696

10:00 AM725

11:00 AM778

12:00 PM822

1:00 PM893

2:00 PM818

3:00 PM1,030

4:00 PM1,069

5:00 PM1,173

6:00 PM1,086

7:00 PM970

8:00 PM715

9:00 PM493

10:00 PM332

11:00 PM245

12:00 AM151

Total13248

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 13

Location: Carlsbad Boulevard Between Acacia Avenue and Cherry Avenue

2-DAY AVERAGE

Carlsbad Boulevard

Between Acacia Avenue and Cherry Avenue

End Time21-Jul

1:00 AM66

2:00 AM53

3:00 AM26

4:00 AM17

5:00 AM33

6:00 AM96

7:00 AM482

8:00 AM1,065

9:00 AM779

10:00 AM847

11:00 AM981

12:00 PM1,169

1:00 PM1,268

2:00 PM1,262

3:00 PM1,123

4:00 PM1,323

5:00 PM1,430

6:00 PM1,526

7:00 PM1,257

8:00 PM1,011

9:00 PM741

10:00 PM446

11:00 PM272

12:00 AM153

Total17426

Tuesday, July 21, 2015

24-Hour Volume Plot

Carlsbad Boulevard

Between Acacia Avenue and Cherry Avenue

End Time22-Jul

1:00 AM93

2:00 AM47

3:00 AM29

4:00 AM11

5:00 AM31

6:00 AM124

7:00 AM552

8:00 AM858

9:00 AM859

10:00 AM912

11:00 AM951

12:00 PM1,294

1:00 PM1,519

2:00 PM1,388

3:00 PM1,358

4:00 PM1,293

5:00 PM1,467

6:00 PM1,619

7:00 PM1,311

8:00 PM1,099

9:00 PM857

10:00 PM482

11:00 PM303

12:00 AM139

Total18596

Wednesday, July 22, 2015

24-Hour Volume Plot

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 14

Location: Carlsbad Boulevard Between Tamarack Avenue and Tierra Del Oro Street

Tuesday,July21,2015 Wednesday,July22,2015

CarlsbadBlvd.btwn.TamarackAve.&TierraDelOro

2-DAY AVERAGE

Carlsbad Boulevard

Between Tamarack Avenue and Tierra Del Oro Street

End Time21-Jul

1:00 AM63

2:00 AM49

3:00 AM27

4:00 AM20

5:00 AM32

6:00 AM128

7:00 AM598

8:00 AM1,335

9:00 AM1,044

10:00 AM1,003

11:00 AM1,134

12:00 PM1,443

1:00 PM1,515

2:00 PM1,434

3:00 PM1,312

4:00 PM1,459

5:00 PM1,624

6:00 PM1,702

7:00 PM1,392

8:00 PM1,136

9:00 PM778

10:00 PM476

11:00 PM251

12:00 AM151

Total20106

Tuesday, July 21, 2015

Carlsbad Boulevard

Between Tamarack Avenue and Tierra Del Oro Street

End Time22-Jul

1:00 AM85

2:00 AM41

3:00 AM22

4:00 AM11

5:00 AM26

6:00 AM128

7:00 AM672

8:00 AM1,081

9:00 AM1,131

10:00 AM1,040

11:00 AM1,073

12:00 PM1,619

1:00 PM1,746

2:00 PM1,714

3:00 PM1,592

4:00 PM1,528

5:00 PM1,710

6:00 PM1,883

7:00 PM1,463

8:00 PM1,268

9:00 PM922

10:00 PM488

11:00 PM283

12:00 AM155

Total21681

Wednesday, July 22, 2015

CITY OF CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 15

Location: Carlsbad Boulevard Between Cannon Road and Cerezo Drive

DAY 2

Wednesday,July22,2015 Thursday,July23,2015

2-DAY AVERAGE

Carlsbad Boulevard

Between Cannon Road and Cerezo Drive

Wednesday, July 22,

2015

End Time22-Jul

1:00 AM71

2:00 AM36

3:00 AM17

4:00 AM9

5:00 AM12

6:00 AM85

7:00 AM464

8:00 AM889

9:00 AM870

10:00 AM785

11:00 AM831

12:00 PM1,115

1:00 PM1,259

2:00 PM1,210

3:00 PM1,206

4:00 PM1,259

5:00 PM1,394

6:00 PM1,461

7:00 PM1,215

8:00 PM895

9:00 PM703

10:00 PM390

11:00 PM233

12:00 AM135

Total16544

Carlsbad Boulevard

Between Cannon Road and Cerezo Drive

Thursday, July 23, 2015

End Time23-Jul

1:00 AM67

2:00 AM39

3:00 AM22

4:00 AM12

5:00 AM17

6:00 AM97

7:00 AM444

8:00 AM941

9:00 AM848

10:00 AM785

11:00 AM849

12:00 PM1,133

1:00 PM1,281

2:00 PM1,225

3:00 PM1,166

4:00 PM1,483

5:00 PM1,402

6:00 PM1,328

7:00 PM1,172

8:00 PM925

9:00 PM760

10:00 PM404

11:00 PM268

12:00 AM123

Total16791

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 16

Location: Carlsbad Boulevard Between Breakwater Road and Poinsettia Lane

Tuesday,August04,2015 Wednesday,August05,2015

2-DAY AVERAGE

Carlsbad Boulevard

Between Breakwater Road and Poinsettia Lane

Tuesday, August 4, 2015

End Time4-Aug

1:00 AM41

2:00 AM13

3:00 AM8

4:00 AM11

5:00 AM14

6:00 AM76

7:00 AM566

8:00 AM1,118

9:00 AM1,133

10:00 AM1,084

11:00 AM1,106

12:00 PM960

1:00 PM881

2:00 PM1,011

3:00 PM991

4:00 PM1,355

5:00 PM1,332

6:00 PM1,541

7:00 PM1,141

8:00 PM861

9:00 PM627

10:00 PM322

11:00 PM178

12:00 AM91

Total16461

24-Hour Volume Plot

Carlsbad Boulevard

Between Breakwater Road and Poinsettia Lane

Wednesday, August 5, 2015

End Time5-Aug

1:00 AM42

2:00 AM19

3:00 AM13

4:00 AM4

5:00 AM15

6:00 AM65

7:00 AM505

8:00 AM1,291

9:00 AM1,231

10:00 AM1,006

11:00 AM1,007

12:00 PM998

1:00 PM1,018

2:00 PM1,068

3:00 PM1,008

4:00 PM1,248

5:00 PM1,400

6:00 PM1,426

7:00 PM1,245

8:00 PM878

9:00 PM540

10:00 PM312

11:00 PM180

12:00 AM97

Total16616

24-Hour Volume Plot

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 17

Location: Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue

DAY 2

Tuesday,August04,2015 Wednesday,August05,2015

CarlsbadBlvd.btwn.AvenidaEncinas&LaCostaAve.

2-DAY AVERAGE

Carlsbad Boulevard

Between Avenida Encinas and La Costa Avenue

Tuesday,

August 4, 2015

End Time4-Aug

1:00 AM36

2:00 AM12

3:00 AM12

4:00 AM4

5:00 AM21

6:00 AM94

7:00 AM455

8:00 AM1,190

9:00 AM1,492

10:00 AM1,265

11:00 AM1,084

12:00 PM1,122

1:00 PM1,451

2:00 PM1,208

3:00 PM1,308

4:00 PM1,601

5:00 PM1,641

6:00 PM1,571

7:00 PM1,405

8:00 PM1,033

9:00 PM514

10:00 PM228

11:00 PM124

12:00 AM52

Total18923

Carlsbad Boulevard

Between Avenida Encinas and La Costa Avenue

Wednesday, August 5,

2015

End Time5-Aug

1:00 AM38

2:00 AM16

3:00 AM9

4:00 AM2

5:00 AM17

6:00 AM95

7:00 AM421

8:00 AM1,030

9:00 AM1,545

10:00 AM1,293

11:00 AM1,028

12:00 PM1,001

1:00 PM1,739

2:00 PM1,441

3:00 PM1,387

4:00 PM1,565

5:00 PM1,723

6:00 PM1,616

7:00 PM1,445

8:00 PM1,012

9:00 PM516

10:00 PM231

11:00 PM157

12:00 AM83

Total19410

24-Hour Volume Plot

CITY OF CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 18

Location: La Costa Avenue Between Piraeus Street and Saxony Road

DAY 2

Wednesday,August05,2015 Thursday,August06,2015

2-DAY AVERAGE

La Costa Avenue

Between Piraeus Street and Saxony Road

Wednesday,

August 5, 2015

End Time5-Aug

1:00 AM210

2:00 AM127

3:00 AM70

4:00 AM76

5:00 AM256

6:00 AM679

7:00 AM1,600

8:00 AM2,399

9:00 AM2,661

10:00 AM2,639

11:00 AM2,286

12:00 PM2,299

1:00 PM2,498

2:00 PM2,269

3:00 PM2,791

4:00 PM2,796

5:00 PM2,492

6:00 PM2,877

7:00 PM2,508

8:00 PM2,015

9:00 PM1,386

10:00 PM894

11:00 PM537

12:00 AM383

Total38748

La Costa Avenue

Between Piraeus Street and Saxony Road

Thursday, August 6, 2015

End Time6-Aug

1:00 AM225

2:00 AM137

3:00 AM62

4:00 AM68

5:00 AM221

6:00 AM628

7:00 AM1,445

8:00 AM2,365

9:00 AM2,651

10:00 AM2,303

11:00 AM2,292

12:00 PM2,165

1:00 PM2,420

2:00 PM2,379

3:00 PM2,388

4:00 PM2,516

5:00 PM2,690

6:00 PM2,884

7:00 PM2,567

8:00 PM1,989

9:00 PM1,465

10:00 PM1,074

11:00 PM715

12:00 AM432

Total38081

CITY OF CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 19

Location: La Costa Avenue Between Romeria Street and Cadencia Street

DAY 2

Wednesday,August05,2015 Thursday,August06,2015

LaCostaAve.btwn.RomeriaSt.&CadenciaSt.

2-DAY AVERAGE

La Costa Avenue

Between Romeria Street and Cadencia Street

Wednesday,

August 5, 2015

End Time5-Aug

1:00 AM51

2:00 AM27

3:00 AM11

4:00 AM26

5:00 AM62

6:00 AM158

7:00 AM446

8:00 AM747

9:00 AM902

10:00 AM762

11:00 AM694

12:00 PM793

1:00 PM824

2:00 PM829

3:00 PM885

4:00 PM977

5:00 PM1,042

6:00 PM982

7:00 PM812

8:00 PM685

9:00 PM509

10:00 PM297

11:00 PM204

12:00 AM122

Total12847

La Costa Avenue

Between Romeria Street and Cadencia Street

Thursday, August 6, 2015

End Time6-Aug

1:00 AM59

2:00 AM33

3:00 AM24

4:00 AM18

5:00 AM47

6:00 AM195

7:00 AM610

8:00 AM766

9:00 AM921

10:00 AM828

11:00 AM734

12:00 PM803

1:00 PM816

2:00 PM741

3:00 PM887

4:00 PM936

5:00 PM947

6:00 PM876

7:00 PM790

8:00 PM714

9:00 PM453

10:00 PM387

11:00 PM182

12:00 AM108

Total12875

CITY OF CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 20

Location: Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road

Volumes for: & City: Carlsbad

Location : RanchoSantaFeRd.btwn.LaCostaMeadowsDr.&SanElijoRd.

2-DAY AVERAGE

Rancho Santa Fe Road

Between La Costa Meadows Drive and San Elijo Road

End Time4-Aug

1:00 AM135

2:00 AM72

3:00 AM48

4:00 AM83

5:00 AM151

6:00 AM441

7:00 AM1,153

8:00 AM1,894

9:00 AM2,028

10:00 AM1,695

11:00 AM1,672

12:00 PM1,731

1:00 PM1,787

2:00 PM1,882

3:00 PM1,812

4:00 PM2,159

5:00 PM2,347

6:00 PM2,303

7:00 PM1,816

8:00 PM1,312

9:00 PM1,037

10:00 PM827

11:00 PM537

12:00 AM237

Total29159

Tuesday, August 4, 2015

Rancho Santa Fe Road

Between La Costa Meadows Drive and San Elijo Road

End Time5-Aug

1:00 AM133

2:00 AM82

3:00 AM51

4:00 AM66

5:00 AM171

6:00 AM430

7:00 AM1,244

8:00 AM2,041

9:00 AM2,081

10:00 AM1,831

11:00 AM1,727

12:00 PM1,792

1:00 PM1,851

2:00 PM1,930

3:00 PM1,829

4:00 PM2,189

5:00 PM2,386

6:00 PM2,275

7:00 PM1,880

8:00 PM1,289

9:00 PM1,031

10:00 PM810

11:00 PM498

12:00 AM248 Total29865

Wednesday, August 5, 2015

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 21

Location: Poinsettia Lane Between Paseo del Norte and Batiquitos Drive

Tuesday,August04,2015 Wednesday,August05,2015

2-DAY AVERAGE

Poinsettia Lane

Between Paseo Del Norte and Batiquitos Drive

End Time4-Aug

1:00 AM95

2:00 AM51

3:00 AM29

4:00 AM26

5:00 AM126

6:00 AM361

7:00 AM827

8:00 AM1,599

9:00 AM1,984

10:00 AM1,755

11:00 AM1,506

12:00 PM1,649

1:00 PM1,633

2:00 PM1,592

3:00 PM1,546

4:00 PM1,685

5:00 PM1,866

6:00 PM2,212

7:00 PM1,734

8:00 PM1,340

9:00 PM994

10:00 PM712

11:00 PM443

12:00 AM240

Total26005

Tuesday, August 4, 2015

Poinsettia Lane

Between Paseo Del Norte and Batiquitos Drive

End Time5-Aug

1:00 AM120

2:00 AM51

3:00 AM28

4:00 AM34

5:00 AM115

6:00 AM379

7:00 AM819

8:00 AM1,599

9:00 AM1,965

10:00 AM1,667

11:00 AM1,521

12:00 PM1,614

1:00 PM1,653

2:00 PM1,628

3:00 PM1,603

4:00 PM1,671

5:00 PM1,892

6:00 PM2,268

7:00 PM1,871

8:00 PM1,374

9:00 PM995

10:00 PM761

11:00 PM442

12:00 AM272

Total26342

Wednesday, August 5, 2015

24-Hour Volume Plot

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 22

Location: Tamarack Avenue Between El Camino Real and La Portalada Drive

TamarackAve.btwn.ElCaminoReal&LaPortaladaDr.

1

Wednesday,September16,2015 Thursday,September17,2015

2-DAY AVERAGE

Tamarack Avenue

Between El Camino Real and La Portalada Drive

Wednesday, September 16, 2015

End Time16-Sep

1:00 AM29

2:00 AM14

3:00 AM9 4:00 AM9

5:00 AM29

6:00 AM83

7:00 AM270

8:00 AM693

9:00 AM419

10:00 AM338

11:00 AM390

12:00 PM414

1:00 PM428

2:00 PM416

3:00 PM602

4:00 PM454

5:00 PM553

6:00 PM616

7:00 PM493

8:00 PM398

9:00 PM260

10:00 PM156 11:00 PM87 12:00 AM39 Total7199

Tamarack Avenue

Between El Camino Real and La Portalada Drive

Thursday, September 17, 2015

End Time17-Sep

1:00 AM28

2:00 AM9

3:00 AM8

4:00 AM14

5:00 AM29

6:00 AM73

7:00 AM264

8:00 AM680

9:00 AM485

10:00 AM342

11:00 AM370

12:00 PM407

1:00 PM461

2:00 PM570

3:00 PM491

4:00 PM474

5:00 PM573

6:00 PM694

7:00 PM512

8:00 PM438

9:00 PM297

10:00 PM225

11:00 PM105

12:00 AM32

Total7581

MID-BLOCK COUNT SUMMARY

Number: 23

Location: Cannon Road Between Paseo del Norte and Car Country Drive

DAY 2

Wednesday,July22,2015 Thursday,July23,2015

CannonRd.btwn.PaseoDelNorte&CarCountryDr.

2-DAY AVERAGE

Cannon Road

Between Paseo Del Norte and Car Country Drive

Wednesday, July 22, 2015

End Time22-Jul

1:00 AM92

2:00 AM34

3:00 AM27

4:00 AM27

5:00 AM78

6:00 AM253

7:00 AM865

8:00 AM1,479

9:00 AM1,570

10:00 AM1,727

11:00 AM1,847

12:00 PM1,626

1:00 PM1,493

2:00 PM1,528

3:00 PM1,480

4:00 PM1,755

5:00 PM1,773

6:00 PM2,051

7:00 PM1,508

8:00 PM1,141

9:00 PM1,325

10:00 PM552

11:00 PM286

12:00 AM158

Total24675

24-Hour Volume Plot

Cannon Road

Between Paseo Del Norte and Car Country Drive

Thursday, July 23, 2015

End Time23-Jul

1:00 AM67

2:00 AM38

3:00 AM29

4:00 AM38

5:00 AM75

6:00 AM252

7:00 AM846

8:00 AM1,385

9:00 AM1,462

10:00 AM1,646

11:00 AM1,726

12:00 PM1,686

1:00 PM1,591

2:00 PM1,443

3:00 PM1,461

4:00 PM1,715

5:00 PM1,862

6:00 PM2,004

7:00 PM1,507

8:00 PM1,315

9:00 PM1,537

10:00 PM598

11:00 PM301

12:00 AM144

Total24728

24-Hour Volume Plot

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 24

Location: Cannon Road Between Hilltop Street and College Boulevard

2-DAY AVERAGE

Cannon Road

Between Hilltop Street and College Boulevard

Wednesday, September 16, 2015

End Time16-Sep

1:00 AM65

2:00 AM41

3:00 AM28

4:00 AM54

5:00 AM153

6:00 AM363

7:00 AM894

8:00 AM1,608

9:00 AM1,254

10:00 AM990

11:00 AM788

12:00 PM963

1:00 PM949

2:00 PM1,119

3:00 PM1,414

4:00 PM1,789

5:00 PM1,842

6:00 PM1,929

7:00 PM1,204

8:00 PM837

9:00 PM503

10:00 PM292

11:00 PM167

12:00 AM56

Total19302

Cannon Road

Between Hilltop Street and College Boulevard

Thursday, September 17, 2015

End Time17-Sep

1:00 AM68

2:00 AM30

3:00 AM27

4:00 AM55

5:00 AM159

6:00 AM404

7:00 AM968

8:00 AM1,545

9:00 AM1,296

10:00 AM1,049

11:00 AM825

12:00 PM834

1:00 PM939

2:00 PM1,093

3:00 PM1,235

4:00 PM1,479

5:00 PM1,708

6:00 PM1,651

7:00 PM1,218

8:00 PM716

9:00 PM429

10:00 PM342

11:00 PM174

12:00 AM82

Total18326

MID-BLOCK COUNT SUMMARY

Number: 25

Location: College Boulevard Between North City Limits and Tamarack Avenue (N.)

Tuesday,July21,2015 Wednesday,July22,2015

2-DAY AVERAGE

College Boulevard

Between North City Limits and Tamarack Avenue (N)

End Time21-Jul

1:00 AM101

2:00 AM55

3:00 AM51

4:00 AM66

5:00 AM177

6:00 AM480

7:00 AM1,246

8:00 AM1,952

9:00 AM1,864

10:00 AM1,417

11:00 AM1,324

12:00 PM1,422

1:00 PM1,618

2:00 PM1,672

3:00 PM1,650

4:00 PM1,902

5:00 PM2,260

6:00 PM2,363

7:00 PM1,775

8:00 PM1,196

9:00 PM945

10:00 PM651

11:00 PM417

12:00 AM232

Total26836

Tuesday, July 21, 2015

24-Hour Volume Plot

College Boulevard

Between North City Limits and Tamarack Avenue (N)

End Time22-Jul

1:00 AM127

2:00 AM64

3:00 AM47

4:00 AM67

5:00 AM205

6:00 AM481

7:00 AM1,272

8:00 AM1,884

9:00 AM1,780

10:00 AM1,434

11:00 AM1,372

12:00 PM1,457

1:00 PM1,613

2:00 PM1,628

3:00 PM1,659

4:00 PM2,007

5:00 PM2,128

6:00 PM2,286

7:00 PM1,775

8:00 PM1,261

9:00 PM931

10:00 PM654

11:00 PM444

12:00 AM247

Total26823

Wednesday, July 22, 2015

24-Hour Volume Plot

CITY

CARLSBAD

MID-BLOCK COUNT SUMMARY

Number: 26

Location: College Boulevard Between Aston Avenue and Palomar Airport Road

2

Tuesday,July28,2015 Wednesday,July29,2015

CollegeBlvd.btwn.AstonAve.&PalomarAirportRd.

2-DAY AVERAGE

College Boulevard

Between Aston Avenue and Palomar Airport Road

End Time28-Jul

1:00 AM47

2:00 AM10

3:00 AM13

4:00 AM25

5:00 AM78

6:00 AM227

7:00 AM593

8:00 AM1,179

9:00 AM1,454

10:00 AM1,066

11:00 AM728

12:00 PM916

1:00 PM1,181

2:00 PM1,003

3:00 PM847

4:00 PM882

5:00 PM1,131

6:00 PM1,361

7:00 PM744

8:00 PM462

9:00 PM315

10:00 PM192

11:00 PM121

12:00 AM78

Total14653

Tuesday, July 28, 2015

College Boulevard

Between Aston Avenue and Palomar Airport Road

End Time29-Jul

1:00 AM46

2:00 AM32

3:00 AM29

4:00 AM26

5:00 AM89

6:00 AM260

7:00 AM600

8:00 AM1,172

9:00 AM1,435

10:00 AM1,057

11:00 AM716

12:00 PM976

1:00 PM1,111

2:00 PM1,042

3:00 PM809

4:00 PM906

5:00 PM1,179

6:00 PM1,366

7:00 PM751

8:00 PM430

9:00 PM369

10:00 PM262

11:00 PM122

12:00 AM85

Total14870

Wednesday, July 29, 2015

MID-BLOCK COUNT SUMMARY

Number: 27

Location: Alga Road Between Corintia Street and El Fuerte Street

DAY 2

Tuesday,August04,2015 Wednesday,August05,2015

2-DAY AVERAGE

Alga Road

Between Corinthia Street and El Fuerte Street

Tuesday, August 4, 2015

End Time4-Aug

1:00 AM61

2:00 AM29

3:00 AM21 4:00 AM18

5:00 AM48

6:00 AM150

7:00 AM306

8:00 AM601

9:00 AM758

10:00 AM610

11:00 AM554

12:00 PM590

1:00 PM620

2:00 PM622

3:00 PM646

4:00 PM682

5:00 PM866

6:00 PM922

7:00 PM680

8:00 PM534

9:00 PM411

10:00 PM327

11:00 PM192

12:00 AM95 Total10343

Alga Road

Between Corinthia Street and El Fuerte Street

Wednesday, August 5,

2015

End Time5-Aug

1:00 AM60

2:00 AM26

3:00 AM17

4:00 AM9

5:00 AM47

6:00 AM135

7:00 AM369

8:00 AM643

9:00 AM702

10:00 AM643

11:00 AM614

12:00 PM599

1:00 PM641

2:00 PM694

3:00 PM696

4:00 PM711

5:00 PM868

6:00 PM922

7:00 PM741

8:00 PM552

9:00 PM429

10:00 PM347

11:00 PM176

12:00 AM92

Total10733

APPENDIX B INTERSECTION SUMMARY

INTERSECTION TURN MOVEMENT COUNTS

Forty-nine (49) signalized intersections were identified by the City of Carlsbad to be studied under the City’s Growth Management Plan Traffic Monitoring Program. Table B-1 summarizes the list of identified intersections and provides the dates that each turning movement count was collected.

The traffic counts were collected for the AM and PM peak traffic periods during the months of July, August and September 2015. The AM peak period is between 6:30 AM and 9:30 AM, and the PM peak period is between 3:30 PM and 6:30 PM. All turning movements were collected at every approach of the intersection, including U-turning vehicles where U-turns are allowed. In addition to the vehicular turning movement counts, pedestrian counts were also collected at each intersection. Bicycles were counted as vehicles for the counts.

The AM and PM peak period traffic count data was divided into 15-minute intervals, and the highest consecutive 15-minute intervals were identified as the AM and PM peak hours. The peak hour intersection volumes were used in the Intersection Capacity Utilization (ICU) analysis that was conducted for each intersection. Field observations were also taken during the collection of the peak period data to identify any unusual occurrences such as road construction or traffic accidents, and to identify areas of congestion during the peak periods that may not be reflected in the ICU analysis.

Appendix B includes the following information for the 2015 Traffic Monitoring Program Report:

• AM and PM peak period traffic count data (data divided into 15-minute intervals)

• AM and PM peak hour ICU analysis worksheets

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 1

Intersection Location: El Camino Real & Plaza Drive

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:30PMto 6:30PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N AretheEast/Westphasessplit(Y/N)?Y EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

6:30 AM 212262928013714818481

6:45 AM 192634279910161105454

7:00 AM 6113232293620171019500

7:15 AM 815143533636177211571

7:30 AM 314310343341111044110565

7:45 AM 61631136331710178114595

8:00 AM 4182833276410025216542

8:15 AM 11771240293811269313575

8:30 AM 4151124027751114669526

8:45 AM 9170565240920253213543

9:00 AM 6148849257620152518525

9:15 AM 817119542201022595417544

72971710326328706614229842 3:45 PM 16346119024421684813533859 4:00 PM 112831581258196551311330794 4:15

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 2

Intersection Location: El Camino Real & Marron Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:15 AMto 8:15 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

El Camino RealatMarron Road

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 3:30PMto 4:30PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume23111346121972614923011952123123150 AdjustedHourlyVolume2311195021987502301710123123150

TurningMovementsatIntersectionof:

6:30 AM 29091321913131110333407

6:45 AM 48871632514721611316509

7:00 AM 138461127314841515828479

7:15 AM 12137912317161141416937594

7:30 AM 711961336791361327928617

7:45 AM 161731129358311581224925711

8:00 AM 81731021273271461521723598

8:15 AM 715020242401910919291136574

8:30 AM 1414572619924851130934512

8:45 AM 15138142620030141613211327527

9:00 AM 131556271932171414221334519

9:15 AM 19167165214630232021151827554

1870/20983637/3525402/497701/490

3:30 PM 4225416561654156239333228755

3:45 PM 61351154917747552816363040905

4:00 PM 58250105420029703313212148807

4:15 PM 70279206018432493514334034850

4:30 PM 50188194014940482937354131707

4:45 PM 3211153521436654030304219659

5:00 PM 49158105917831589639246327792

5:15 PM 6013354416526485035334521665

5:30 PM 4817054822134343018414227718

5:45 PM 6722555518946444332402640812

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 3

Intersection Location: El Camino Real & Carlsbad Village Drive

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

LANES: 130130120120

6:30 AM 36104226161283124017402

6:45 AM 5540132801915811104521481

7:00 AM 6632623912161116143925449

7:15 AM 57721335023161113193336598

7:30 AM 14772223652223921125520642

7:45 AM 109853436226191224193934682

8:00 AM 69502227234221422245532598

8:15 AM 99522324421241522196032566

8:30 AM 1514553221621271621154325581

8:45 AM 2111232123138343020187441643

9:00 AM 111096311622427341073329483

9:15 AM 1511432614233201915174143488

1250/17103625/3473640/4641098/966

3:30 PM 18243173515625562617104632681

3:45 PM 2327013401643030431863720694

4:00 PM 2027582817644224314122727696

4:15 PM 2129913491484617581094830748

4:30 PM 26308224016841456614135436833

4:45 PM 38292164416030444721105440796

5:00 PM 282501233159333264496039723

5:15 PM 41287165316945556011155431837

5:30 PM 292631953123504168953924723

5:45 PM

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 4

Intersection Location: El Camino Real & Tamarack Avenue

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AMto 8:45 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N Efficiency Lost Factor0.10

El Camino RealatTamarack Avenue

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PMto 5:30 PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor0.10

6:30 AM 229411992121921192301

6:45 AM 342202453452028222376

7:00 AM 241322966142558203461

7:15 AM 554823012572466246504

7:30 AM 85012432252103259412547

7:45 AM 58711232589114150425596

8:00 AM 16104105258416134575292577

8:15 AM 13111142244713195387303596

8:30 AM 111221832411011145265322581

8:45 AM 10103192214117214160285521

9:00 AM 149820515094202845241418

9:15 AM 169914216395192141214414

3:30 PM 2925229613389191933169562

3:45 PM 33244302131109211624199548

4:00 PM 302854151411116281125226621

4:15 PM 323254541281311321028209657

4:30 PM 413415091541610301441215732

4:45 PM 423445410147147331824258726

5:00 PM 26325418141214291620244659

5:15 PM 55344429152208422029297757

5:30 PM 502964561391854121243011686

5:45 PM 41258509133149201425257605

6:00 PM 282365951281316221620245572

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 5

Intersection Location: El Camino Real & Cannon Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

El Camino RealatCannon Road

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AMto 8:45 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10 HourlyVolume6840311814150319454539091636424 Adjusted HourlyVolume684031181415031675453909163880

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:45PMto 5:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

LANES: 121131220220

6:30 AM 44128125642245129892603

6:45 AM 254241285416721361034665

7:00 AM 8602112995431161661014734

7:15 AM 1066192311582891851112783

7:30 AM 88520534454814162251045888

7:45 AM 16106252341601110202141063914

8:00 AM 1682245422661011212638761013

8:15 AM 228741241226141325225859961

8:30 AM 1412828532842191924214866913

8:45 AM 1812224728541201429152965813

9:00 AM 1312244524424142030155998778

9:15 AM 1812840618928162925122605666

1568/12654294/6114497/5403372/1812

3:30 PM 1925513381332028962866543843

3:45 PM 1434413041632924852160413918

4:00 PM 1131412551662441871459426894

4:15 PM 10263128615425451041950295838

4:30 PM 14258196214732401201675304934

4:45 PM 163251993141307512222873271059

5:00 PM 1342218781523350141206028111125

5:15 PM 941115210133295914721662491070

5:30 PM 113411666131426015414632961023

5:45 PM 113111641012841651251950419974

6:00 PM 14241147515424581311355425889

6:15 PM 8228155812228541331954298846 Volumes 1503713188275172435759914452267454217611413

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 6

Intersection Location: El Camino Real & College Boulevard

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor0.10

El Camino RealatCollege Boulevard

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PMto 5:30 PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Capacity180060001800180060001800360040000360020001800

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N Efficiency Lost Factor0.10 Hourly Volume311778373310431246152215141635 Adjusted Hourly Volume311778373310430615370141635

Movements at Intersection

6:30 AM 71035452197117641397

6:45 AM 1141782539516016622673

7:00 AM 10104240341929731537

7:15 AM 1032572345610128832702

7:30 AM 1803378454812229901833

7:45 AM 2534117113569177231344971

8:00 AM 292083114433134391237793

8:15 AM 214013953389124361404748

8:30 AM 2433102146363118411448736

8:45 AM 274111610114521143219512875

9:00 AM 321018776366883019212759

9:15 AM 1949881012291662916212630

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 7

Intersection Location: El Camino Real & Faraday Avenue

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Camino RealatFaraday Avenue

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AMto 9:00 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

El Camino RealatFaraday Avenue

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:45PMto 5:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume15313531132168302396706681136152261 AdjustedHourlyVolume153146602168302396706681136152261

TurningMovementsatIntersectionof:

SouthApproachNote:Left-turnvolumesinclude U-turns.U-turnsinbold. 07/23/15 5:45PM 4:45PM

6:30 AM 60921678172928354319507

6:45 AM 688117831821109385618536

7:00 AM 998419732382302011512811711

7:15 AM 106931610234434217171713014892

7:30 AM 134125218235836313221914012965

7:45 AM 113981411434130740181818019992

8:00 AM 11512312823555072714191497960

8:15 AM 12815224112297659251820169211040

8:30 AM 1611651569360448242022138261052

8:45 AM 1481491296336294291736138261020

9:00 AM 109141154719526329201311636750

9:15 AM 8716117622502253832265027777

3:30 PM 7329151402241110781144246491029

3:45 PM 47294164315891047121334142861

4:00 PM 2822172117161689140122137769

4:15 PM 44349142815971468111274350914

4:30 PM 372851327175625133163193858979

4:45 PM 41321225122813161271543737731120

5:00 PM 4836414541675252352054858891312

5:15 PM 4238915742453231691323628401196

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 8

Intersection Location: El Camino Real & Palomar Airport Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

El Camino RealatPalomar Airport Road

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AMto 8:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

El Camino RealatPalomar Airport Road

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:45PMto 5:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume1877735036068431452271425109548961365 AdjustedHourlyVolume187773229606843322271425109548961365

TurningMovementsatIntersectionof:

SouthApproachNote:Left-turnvolumesinclude U-turns.U-turnsinbold. 07/29/15 5:45PM 4:45PM

LANES: 232231231232

6:30 AM 13541628874129136168928599893

6:45 AM 307149691284321155141083611011150

7:00 AM 21804468133662414121107289931087

7:15 AM 2790881111436028176321443011131313

7:30 AM 43126821042448767169391293681291587

7:45 AM 371661051002418559187431283851621698

8:00 AM 32141911102399942185421443041441573

8:15 AM 311407510726310141251411182661521586

8:30 AM 3113465872528731188541313371281525

8:45 AM 45122108862558534177351772731271524

9:00 AM 291447786214772919630922351171326

9:15 AM 401331061001697028199331402711021391 Volumes 379140190610562368901433216040015073675146716653

2686/33014325/42752993/41226649/4955

3:45 PM 45166111154166324528924100228991459 4:00 PM 41163108133187304135829133241961560

4:15 PM 3422289122185334434433108233851532

4:30 PM 34214103141181295932230105236871541

4:45 PM 421661331481994260341321222581041647

5:00 PM 471851311552144141355281412441011683

5:15 PM 55214128167222326637424154245851766

5:30 PM 43208111136208306035525131214751596

5:45 PM 49222122143163336536324122189871582

6:00 PM 42214104108166295431121106208661429

6:15 PM 6915410910715428412891499177631304 Volumes 5442282135316612230384618401831214302673102618531

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 9

Intersection Location: El Camino Real & Cassia Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AMto 9:00 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?Y EfficiencyLost Factor0.10

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?Y EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

6:30 AM 12133201111729017023326

6:45 AM 19185521212133121113413

7:00 AM 20214211112554125102456

7:15 AM 21255341583275224015580

7:30 AM 14285211993050121201606

7:45 AM 18341512002959418104680

8:00 AM 20344221872088120001685

8:15 AM 25352431852296225112718

8:30 AM 21322121894299633223722

8:45 AM 143115521141103230112726

9:00 AM 162962217421111532105665

9:15 AM 13225311852887225112573

CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 10

Intersection Location: El Camino Real & Poinsettia Lane

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:15 AMto 8:15 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight LaneInside11111 Config -(left)21111

Outside7 Free-flow

Lane Settings231230220211

Capacity360060001800360060000360040000360020001800

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N

EfficiencyLost Factor0.10 HourlyVolume911901274482481273339287 Adjusted HourlyVolume9119012744832012100339089

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:30PMto 5:30PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N

TurningMovementsatIntersectionof:

SouthApproachNote:Left-turnvolumesinclude U-turns.U-turnsinbold. 08/05/14 5:30PM 4:30PM

6:30 AM 22111914122120141114428

6:45 AM 32092112143110149116457

7:00 AM 52442711200221064118575

7:15 AM 4281248227141193022666

7:30 AM 2247343249241090121654

7:45 AM 23774116180225184127738

8:00 AM 12852817168320172017594

8:15 AM 3274217196210352037596

8:30 AM 42643513152472199219602

8:45 AM 93414224185303050042699

9:00 AM 52602725184333072216600

9:15 AM 6212188143910030234463

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 11

Intersection Location: El Camino Real & Alga Road/Aviara Parkway

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Camino RealatAlga Road/ Aviara Parkway

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AMto 8:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

El Camino RealatAlga Road/ Aviara Parkway

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume3381312524139178314613036636034825997

AdjustedHourlyVolume3381312524139192901303661913483560

TurningMovementsatIntersectionof:

LANES: 230230221220

6:30 AM 1112813313415912161214715524

6:45 AM 19184101020014818371464716709

7:00 AM 22161288234161220381334624742

7:15 AM 2822124826061317371646125864

7:30 AM 302912183282321245815482321072

7:45 AM 5743447163392422297619983441370

8:00 AM 3732246162523215318714863231072

8:15 AM 4734327182722636447717871391178

8:30 AM 452953817239242146571225632992

8:45 AM 7734560112082830288015950391115

9:00 AM 592945522181272038871125741993

9:15 AM 552535219196422635931186723979

3:30

3:45 PM 872724327341272675697654211118

4:00 PM 773383529288432163899066221161

4:15 PM 5932643422784126751018763211162

4:30 PM 763427643295412586788775181242

4:45 PM 663518234338292596787869111257

5:00 PM 6934113928425252476888167221385

5:15 PM 76328122425253229104888963211519

5:30 PM 9432414133483412898898966261512

5:45 PM 9931912236350484988958963281386

6:00 PM 10034413229341413682899049191352

6:15 PM 9932811430294272680637641151193

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 12

Intersection Location: El Camino Real & La Costa Avenue

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Camino RealatLa Costa Avenue

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AMto 8:45 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor0.10

El Camino RealatLa Costa Avenue

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 3:45PMto 4:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Capacity360060000360060001800360040001800180040001800

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume22015141032741408748701529276190409242 AdjustedHourlyVolume220161702741408398701529276190409242

TurningMovementsatIntersectionof:

4:45PM 3:45PM

SouthApproachNote:Left-turnvolumesinclude U-turns.U-turnsinbold.

LANES: 230231221121

6:30 AM 187331715811712558451712511767

6:45 AM 278851417412512751472412919830

7:00 AM 3610722223615613356513113323986

7:15 AM 40143126275178137484733131471106

7:30 AM 42160523304173152554837126581183

7:45 AM 55179725338171164524835146361256

8:00 AM 541861030323184201624431151391315

8:15 AM 51195632288191208724229168421324

8:30 AM 53209529280135193583731177501257

8:45 AM 3920782527486122503629149371062

9:00 AM 222011234258111137503325112241019

9:15 AM 26198942250113143463031127251040

2482/41995217/40193008/10502438/3877

3:30 PM 533451759353164163140674485481538

3:45 PM 543722366344160174142664593551594

4:00 PM 5638528603601921661307247110701676

4:15 PM 5838027763622001721287547104591688

4:30 PM 5237725723421961891296351102581656

4:45 PM 4732621522731771811274745100411437

5:00 PM 322601948317168196119354976321351

5:15 PM 372691657262169200137454465291330

5:30 PM 302742260250157184122444273301288

5:45 PM 392731455221169188120454054331251

6:00 PM 462732051216152185120384368391251

6:15 PM 452832651209153169119334854411231 Volumes 5493817258707350920572167153363054598453517291

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 13

Intersection Location: El Camino Real & Calle Barcelona

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

El Camino RealatCalle Barcelona

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:15 AMto 9:15 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

El Camino RealatCalle Barcelona

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:15PMto 5:15PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume87124719514710862762632116710511974

AdjustedHourlyVolume871442014713620263278010511974

TurningMovementsatIntersectionof:

6:30 AM 24326991696221418255

6:45 AM 16085159141155244221355

7:00 AM 28958199211082252820417

7:15 AM 1122914222427146325422545

7:30 AM 31286102094112213304129533

7:45 AM 11411111314548202294542678

8:00 AM 11611013344585155425041745

8:15 AM 216614163415416132415654775

8:30 AM 118518153526520194326632809

8:45 AM 418720173636021147306030813

9:00 AM 119921243256614107335429783

9:15 AM 519625253225919114294128764

1850/21853963/3666357/4691302/1152

3:45 PM 15258242624274662422323025838

4:00 PM 18322412426387602820303224949

4:15 PM 20296422829965555021333520964

4:30 PM 21285454126360745514263219935

4:45 PM 253255055266667552192528141000

5:00 PM 21341582325885595413212421978

5:15 PM 14322542924550605011242924912

5:30 PM 16301413227745654510203025907

5:45 PM 13299753527442587414293321967

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 14

Intersection Location: Palomar Airport Road & Avenida Encinas

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:15PMto 5:15PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?Y AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

6:30 AM 231926933357805235274

6:45 AM 4615246665415736745321

7:00 AM 171826844633576336290

7:15 AM 3421188448534215737386

7:30 AM 14817561210395815140414

7:45 AM 1614212526109108912651460

8:00 AM 819243711212658588968401

8:15 AM 671726264589104810154393

8:30 AM 3123224175127610578358389

8:45 AM 5434281731010544810340401

9:00 AM 71038371345897657957411

9:15 AM 526394516131698605950391

3:30 PM 151952723316108924727956537

3:45 PM 213254724734710518808958617

4:00 PM 16235768583481062708570597

4:15 PM 15226011657321189136385139702

4:30 PM 16309611854261178136085108695

4:45 PM 193558874123777185611478613

5:00 PM 18418080402023118154613674691

5:15 PM 13379360381815121155315478695

5:30 PM 9276043361711159124813664622

5:45 PM 122566582591714393615156607 6:00 PM

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 15

Intersection Location: Palomar Airport Road & Paseo Del Norte

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Palomar Airport RoadatPaseo Del Norte

Palomar Airport RoadatPaseo Del Norte

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Capacity360040000360020001800360060000360080001800

AretheNorth/Southphasessplit(Y/N)?N AretheEast/Westphasessplit(Y/N)?N

EfficiencyLostFactor0.10 HourlyVolume15014612224310318321619011182472278142

AdjustedHourlyVolume150146268243028621620190247227820.5

TurningMovementsatIntersectionof:

6:30 AM 25817531013363171218816677

6:45 AM 201115114713363331118943720

7:00 AM 249161291613401201721428779

7:15 AM 3291516101120450181122836856

7:30 AM 2482922131812390251726638862

7:45 AM 251520101311267042611285501196

8:00 AM 244285110175832621244531016

8:15 AM 27101825513506133423258301106

8:30 AM 2251821517196082825236431047

8:45 AM 2931726915196042221266411072

9:00 AM 331227161516456631834258281165

9:15 AM 491922781662454232618919894

689/847431/6146795/66143475/3315

3:30 PM 861728472245664262380417371294

3:45 PM 273116112343603634535544271225

4:00 PM 342324322434393554324566491247

4:15 PM 252322282745423853243425571154

4:30 PM 653861703054643443159411571284

4:45 PM 242640412848413774157554611338

5:00 PM 365928232446495282153589181474

5:15 PM 363322553151514993492602271533

5:30 PM 373136992041494633755589431500

5:45 PM 412336662845674112647498541342

6:00 PM 5538521084459464223167366441332

6:15 PM 241020293249583983335417321137

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 16

Intersection Location: Palomar Airport Road & Armada Drive

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Palomar Airport RoadatArmada Drive

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AMto 8:45 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor0.10

Palomar Airport RoadatArmada Drive

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:45PMto 5:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Capacity360003600360020001800360060001800180060001800

AretheNorth/Southphasessplit(Y/N)?N AretheEast/Westphasessplit(Y/N)?N

EfficiencyLostFactor0.10 HourlyVolume370702971915320527212801862682144138

AdjustedHourlyVolume37003671915320527212800268214443

TurningMovementsatIntersectionof: Palomar Airport RoadandArmada Drive

SouthApproachNote:Left-turnvolumesinclude U-turns.U-turnsinbold. 07/29/15 5:45PM 4:45PM

6:30 AM 1351731419304311018327617

6:45 AM 2124075921504434523351981

7:00 AM 2834365912379392518232763

7:15 AM 28732148517471532022230907

7:30 AM 268508812235225228234381009

7:45 AM 3455217413425835736273691185

8:00 AM 3125819114415935736220401112

8:15 AM 2287917104395275119215401031

8:30 AM 3215611498325104939236351040

8:45 AM 3654618917505075234250401064

9:00 AM 4274819666514774949212381064

9:15 AM

3:30 PM 1021381681566452805862397141201

3:45 PM 89178046857723675849438191300

4:00 PM 982774451379713113454381231210

4:15 PM 921972351941533523974511301337

4:30 PM 871890811271693065065437281314

4:45 PM 951787521559623634568554291446

5:00 PM 792271411052793204364534261341

5:15 PM 931271441850602884762514481307

5:30 PM 1031968541044713095174542351380

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 17

Intersection Location: Palomar Airport Road & College Boulevard

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Palomar Airport RoadatCollege Boulevard/ Aviara Parkway

Lane Configuration for Intersection CapacityUtilization

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Palomar Airport RoadatCollege Boulevard/ Aviara Parkway

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:30PMto 5:30PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Capacity360040001800180020001800360060001800360060001800

AretheNorth/Southphasessplit(Y/N)?N AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume176117155243765401521314195179193868

AdjustedHourlyVolume176117155243764641521314195179193868

ICURatio=0.77LOS=C

TurningMovementsatIntersectionof:

Airport RoadandCollege Boulevard/ Aviara Parkway

SouthApproachNote:Left-turnvolumesinclude U-turns.U-turnsinbold. 07/29/15 5:30PM 4:30PM

LANES: 221111231231

6:30 AM 282839729244128916211873712

6:45 AM 294133530287932214281855799

7:00 AM 335430835329931421241998857

7:15 AM 3086416543098285252621414909

7:30 AM 328745941291393333234222101013

7:45 AM 5410350628421584143030208111134

8:00 AM 4110754924411494553332214131172

8:15 AM 4212259529501634363941185161187

8:30 AM 4510460420451334114242166141086

8:45 AM 5011154725411303854130178201072

9:00 AM 288941112430128344303720816986

9:15 AM 4163397293387360332819614930

3:30 PM 41284154176292895439423131079 3:45 PM 39302836674303005062385161083 4:00 PM 41333966085323214565371131111

4:15 PM 452132958100283414175374191143

4:30 PM 392441554130413554245471141261

4:45 PM 542842885122423524150482201326

5:00 PM 4141394133141393225441514181387

5:15 PM 4224337104147302855843471161260

5:30

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 18

Intersection Location: Palomar Airport Road & Yarrow Drive

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Hr.

Palomar Airport RoadatYarrow Drive

Lane Configuration for Intersection CapacityUtilization

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Palomar Airport RoadatYarrow Drive

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 3:45PMto 4:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

6:30 AM 914101317821633327620

6:45 AM 1215100422220643418678

7:00 AM 2171149189196331611623

7:15 AM 3115000622328433099637

7:30 AM 90141138273383842218825

7:45 AM 1411321758215389638918852

8:00 AM 1101022519323265033020798

8:15 AM 71114021123227432609607

8:30 AM 71860314233213933014676

8:45 AM 951831214272334531016728

9:00 AM 90155075247305425217641

9:15 AM 619310617316222155457

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 19

Intersection Location: Palomar Airport Road & Loker Avenue West

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Palomar Airport RoadatW. Loker Avenue/ Innovation Way Lane Configuration for Intersection CapacityUtilization

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Palomar Airport RoadatW. Loker Avenue/ Innovation Way LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

6:30 AM 8613192516911840712660

6:45 AM 671231337211191149827835

7:00 AM 97743938222161145923808

7:15 AM 1083341035205141446221789

7:30 AM 38113131824120834419679

7:45 AM 11113451365236186643381053

8:00 AM 711510421632962216580311066

8:15 AM 374231759288221657823 1022

8:30 AM 1145221642274152039817806

8:45 AM 1265462565255262147628929

9:00 AM 17141411102661263251448426965

9:15 AM 9913841049239281647621882

266/941284/4453692/30156252/6093

3:30 PM 183617154735560206363181108

3:45 PM 147112184023504312335141010

4:00 PM 921716631276522610328141138

4:15 PM 1349156332650222334413990

4:30 PM 11131310492246418134110943

4:45 PM 183182964320465347359111013

5:00 PM 8417141954235342510385131106

5:15 PM 15412241675256903619355111282

5:30 PM 822314859255432513325101055

5:45 PM 1659171279265981612344121146

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 20

Intersection Location: Palomar Airport Road & El Fuerte Street

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Palomar Airport RoadatEl Fuerte Street

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AMto 8:45 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Capacity360020001800360040000360060001800360060000

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Palomar Airport RoadatEl Fuerte Street

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Capacity360020001800360040000360060001800360060000

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N

TurningMovementsatIntersectionof:

SouthApproachNote:Left-turnvolumesinclude U-turns.U-turnsinbold.

LANES: 220220231230

6:30 AM 87624191637244089648

6:45 AM 1014331016189113443913733

7:00 AM 14211665013212104646516824

7:15 AM 19252052225196205842114807

7:30 AM 20202486126166245736521738

7:45 AM 241928434291872580658201081

8:00 AM 281426781332222462606131044

8:15 AM 2421331072302362963558161029

8:30 AM 4120301111526252306837614884

8:45 AM 292222910221214256951421958

9:00 AM 33192857314222216949420935

9:15 AM 30162484616236194446619888

758/672173/9872998/28336640/6077

3:30 PM 41741302858528415633921126

3:45 PM 331145292145499399031421092 4:00 PM 451350242579609599628611224

4:15 PM 4115662824116455669728821099

4:30 PM 391469452948414608929851074 4:45 PM 3311744230712422659833321129

5:00 PM 308784128574995810734431208

5:15 PM 541659542484614549531461302

5:30 PM 4114663241694967510729991195

5:45 PM 421060302196528509934421201

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 21

Intersection Location: Palomar Airport Road & Melrose Drive

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Palomar Airport RoadatMelrose Drive

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AMto 8:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Lane Settings241222231231

Capacity360080001800360040003600360060001800360060001800

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor0.10 Hourly Volume5764401109360173750064514489144867 Adjusted Hourly Volume576440669360148750064514489144867

Palomar Airport RoadatMelrose Drive

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB)

4:45 PMto 5:45 PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Capacity360080001800360040003600360060001800360060001800

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N

Efficiency Lost Factor0.10 Hourly Volume25451472142540566811165443126395269

Adjusted Hourly Volume2545140142540161811165443126395269

Movements at Intersection

LANES: 241222231231

6:30 AM 524916118110344799162617728

6:45 AM 7752159168142981032615342101057

7:00 AM 70431961311519911117132789947

7:15 AM 896623171591631241284016334121171

7:30 AM 13312225221731451251363319364161313

7:45 AM 16310429261631751211875024431171490

8:00 AM 15810831251432341281593321348191407

8:15 AM 12210625201221831261632825305151240

8:30 AM 10413326141211591041394126264161147

8:45 AM 10812119191041531211334419324131178

9:00 AM 1038724191151421111282523253191049

9:15 AM 10085251410313759154182117217905

2632/25063672/21853244/20994084/6842

3:30 PM 431312222771481623215837199171237

3:45 PM 541233613971161533839038220131336

4:00 PM 411281623871151313297745206161214

4:15 PM 4614318181071262053759955209131414

4:30 PM 6014010381091121594068646224131403

4:45 PM 65122233111913519939911653268141544

5:00 PM 5812815531371841924229871254141626

5:15 PM 54131182916214221143110168224211592

5:30 PM 77133162912210520940211671206201506

5:45 PM 7512825201061301593339250209151342

6:00 PM 851052816981111573029848197111256

6:15 PM 60111101976841932647949184131142 Volumes 718152323731112971508213043671110631260018016612

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 22

Intersection Location: Carlsbad Boulevard & Carlsbad Village Drive

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Carlsbad BoulevardatCarlsbad Village Drive

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:30 PMto

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y

6:30 AM 02466743040131010150

6:45 AM 4267281044170291115281

7:00 AM 2311510990621361513230

7:15 AM 337131099317228724234

7:30 AM 34120139312113381720262

7:45 AM 4433213891191291326261

8:00 AM 33432107131114302020239

8:15 AM 65333249743115341426310

8:30 AM 65537118711173332023294

8:45 AM 448301110011100332329290

9:00 AM 77132207566142321824307

9:15 AM 35941276530162281318275

3:30 PM 1212357469945365573333510 3:45 PM 9126763214427285642840561 4:00 PM 171556339138616315523323578

4:15 PM 14144616113654253542330560

4:30 PM 14160813714496204662634601 4:45 PM 201468932124812199494427579 5:00 PM 131489238127792610602726583

5:15 PM

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 23

Intersection Location: Carlsbad Boulevard & Tamarack Avenue

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Carlsbad BoulevardatTamarack Avenue

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 6:45 AMto 7:45 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y EfficiencyLost Factor0.10

Carlsbad BoulevardatTamarack Avenue

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:15PMto 6:15PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N AretheEast/Westphasessplit(Y/N)?Y EfficiencyLostFactor0.10 HourlyVolume4387422190445201114311221479 AdjustedHourlyVolume4310950904452025031122093

TurningMovementsatIntersectionof:

6:30 AM 5142310021224649190

6:45 AM 1268210161142610929386

7:00 AM 2349618924135518314

7:15 AM 32735213141267311340

7:30 AM 4409524740039928421

7:45 AM 738191019102309626374

8:00 AM 2691011106116051119277

8:15 AM 859111294323254214264

8:30 AM 6551615124111260321305

8:45 AM 864227116031562523316

9:00 AM 874211897112439420289

9:15 AM 6861417110106359319324

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 24

Intersection Location: Carlsbad Boulevard & Cannon Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Carlsbad BoulevardatCannon Road

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:15 AMto 8:15 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Carlsbad BoulevardatCannon Road

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

6:30 AM 04152992000014045226

6:45 AM 0341228134000037035280

7:00 AM 029522143000032012243

7:15 AM 039929164000029010280

7:30 AM 044948178000039014332

7:45 AM 063750136000034010300

8:00 AM 0601237141000021017288

8:15 AM 0551431133000017018268

8:30 AM 059727132000018020263 8:45 AM 0871430117000025023296 9:00 AM 062143899000013016242

9:15 AM 06372277000012026207

4:30 PM 0143212482000021064355

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 25

Intersection Location: Carlsbad Boulevard & Poinsettia Lane

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Carlsbad BoulevardatPoinsettia Lane

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AMto 8:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor0.10

Carlsbad BoulevardatPoinsettia Lane

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 3:30 PMto 4:30 PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor0.10

Turning Movements at Intersection of :

LANES: 121221111201

6:30 AM 0756782214034011222

6:45 AM 026131611121214409225

7:00 AM 2281719136432069013293

7:15 AM 043612187603271021351

7:30 AM 13420161678231114018384

7:45 AM 06833121575561123023433

8:00 AM 064291311051111127021382

8:15 AM 45927141394310571020356

8:30 AM 0533226117835388030365

8:45 AM 26429319213310061039344

9:00 AM 0482917102535258026295

9:15 AM 061212175928350022272

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 26

Intersection Location: Carlsbad Boulevard & Avenida Encinas

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Carlsbad BoulevardatAvenida Encinas

Lane Configuration for Intersection CapacityUtilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:15 AMto 8:15 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N

Carlsbad BoulevardatAvenida Encinas LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 3:30PMto 4:30PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

7:15

7:30

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 27

Intersection Location: Rancho Santa Fe Road & La Costa Avenue

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Rancho Santa Fe RoadatLa Costa Avenue

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AMto 9:00 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Rancho Santa Fe RoadatLa Costa Avenue LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:30PMto 5:30PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

6:30 AM 3101443412824593139544

6:45 AM 21262745224257162196688

7:00 AM 5144653632928495149621

7:15 AM 8128383963032862216648

7:30 AM 1214521845232351691253750

7:45 AM 101635144652830131642111780

8:00 AM 141882134542533111412510790

8:15 AM 161931194912429102052414846

8:30 AM 131964144582942141922016827

8:45 AM 112281214373041161432213837

9:00 AM 102072203663224132031711725

9:15 AM 14204329363252812222187727

3:30 PM 2935591319442763228194129867

3:45 PM 2436991618841603025134242859

4:00 PM 423636142395489292472941937

4:15 PM 44437824247609024211030241019

4:30 PM 46474525233669828251132251068

4:45 PM 5045816322315910332261328201068

5:00 PM 42496133026150853020921261083

5:15 PM 45463142928375772925714241085

5:30 PM 4045272426954704228519251035

5:45

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 28

Intersection Location: Rancho Santa Fe Road & Calle Barcelona

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Rancho Santa Fe RoadatCalle Barcelona

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:15 AMto 8:15 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor0.10

Turning Movements at Intersection of :

Rancho Santa Fe RoadatCalle Barcelona

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PMto

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor0.10

Turning Movements at Intersection of :

5:45 PM 4:45 PM

Santa Fe RoadandCalle Barcelona

Note :Left-turn volumes include U-turns. U-turns

6:30 AM 2735131223171121361466

6:45 AM 27177375211341519125551

7:00 AM 52185244383730221832164876

7:15 AM 2725311512401894492175946101165

7:30 AM 92373815534912232265454341146

7:45 AM 241914852498542934337443701150

8:00 AM 17200181248271367705845611077

8:15 AM 362261254463819247331921904

8:30 AM 151661433493019416172011664

8:45 AM 9205153426492141928185802

9:00 AM 1114071031237116923125583

9:15 AM 11127127330301641622914598

2618/26255604/5633787/686973/1038

3:30 PM 1337432224550601727171414865

3:45 PM 1838540525547431424181411874

4:00 PM 1642128122343942181622515868

4:15 PM 12399331426334472833101212897

4:30 PM 14406331225636571720141116892

4:45 PM 16392331129741702729161323968

5:00 PM 21379361020860844018171019902

5:15 PM 2145059622646935926118191024

5:30 PM 1850147526055976317118101092

5:45 PM 20388525187421085618101215913

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 29

Intersection Location: Olivenhain Road & Rancho Santa Fe Road/Camino Alvaro

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Olivenhain RoadatRancho Santa Fe Road/Camino Alvaro

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AMto 9:00 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight LaneInside1111111 Config

Capacity360001800001800180040001800360040001800

Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Olivenhain RoadatRancho Santa Fe Road/Camino Alvaro

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:15PMto 5:15PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?Y AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume222841784169154336924497627 AdjustedHourlyVolume2300000289154325424497627

TurningMovementsatIntersectionof:

6:30 AM 19119414111928602842542

6:45 AM 22022227213724663405629

7:00 AM 20020514615429962991635

7:15 AM 24125225318030853184679

7:30 AM 410243122193321253522777

7:45 AM 450296235191411314075865

8:00 AM 501306162170421223932825

8:15 AM 590323091172411004523872

8:30 AM 66133616417828664666861 8:45 AM 60130529121654694522901

9:00 AM 68224415518941603635767

9:15 AM 74128518621642763262785

4:15 PM 6521041122405875923811977

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 30

Intersection Location: Carlsbad Village Drive & State Street

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Carlsbad Village DriveatState Street Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AMto 9:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency

Carlsbad Village DriveatState Street

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:45PMto 5:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume362927116582930467323146966 AdjustedHourlyVolume920020300304990315350

6:30 AM 1117340172042886

6:45 AM 74186118903688196

7:00 AM 2401451036426310141

7:15 AM 412115213614737147

7:30 AM 11031249652547720203

7:45 AM 5431344257237012179

8:00 AM 611117545753718179

8:15 AM 1531582480507812213

8:30 AM 5321583157407812188 8:45 AM 7401386358271028218 9:00 AM 11531738767787713226

9:15 AM 12652053778365816219

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 31

Intersection Location: Carlsbad Village Drive & Harding Street

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Carlsbad Village DriveatHarding Street Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AMto

Carlsbad Village DriveatHarding Street

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:15PMto 5:15PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume37821121173642182430124790105 AdjustedHourlyVolume0119231157002185401248950

6:30 AM 261172014228769166

6:45 AM 3510711241616609161

7:00 AM 281411213543128713210

7:15 AM 5142013122602148516234

7:30 AM 2102116311765108914248

7:45 AM 41125142048721413321317

8:00 AM 812242111110512013120345

8:15 AM 514212542510441512833360

8:30 AM 910143011210112115426370 8:45 AM 1111192920310383114721385

9:00 AM 78132431289112714128354

9:15 AM 412202861212872915221410

CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 32

Intersection Location: Poinsettia Lane & Aviara Parkway

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AMto 8:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10 HourlyVolume27125231902111274243422342633490 Adjusted HourlyVolume271283090338042434299264240

Poinsettia LaneatAviara Parkway

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PMto

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N

Lost Factor0.10

Turning Movements at Intersection of : Poinsettia LaneandAviara Parkway

Note :Left-turn volumes include U-turns. U-turns in

6:30 AM 4217041017283180518216

6:45 AM 3838213182448413217821354

7:00 AM 6132117392948424427522412

7:15 AM 6445920704063676477228549

7:30 AM 79701522513488604358330580

7:45 AM 77624226227128645958025615

8:00 AM 57565294836811086578423599

8:15 AM 586471750301271106798712638

8:30 AM 3838573932129983946815512

8:45 AM 725851425331141185386821589

9:00 AM 42333122926879032127523464

9:15 AM 453599282069344194916364

1286/18021003/10852420/11141183/1891

3:30 PM 7240312535443776836021506

3:45 PM 6248325585237746887016521 4:00 PM 6042424516447846946631546

4:15 PM 7047622617337919467919605

4:30 PM 6638325607639847236321550

4:45 PM 7677112288102571139688925764 5:00

CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 33

Intersection Location: Poinsettia Lane & Paseo Del Norte

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Poinsettia LaneatPaseo Del Norte

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AMto 9:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?Y

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10 HourlyVolume501126364344224859301078562

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB)

AretheNorth/Southphasessplit(Y/N)?Y AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

6:30 AM 542104336111121435353

6:45 AM 722106636115111505386

7:00 AM 83160722794001588377

7:15 AM 623407740135211878465

7:30 AM 13129083301924119714546

7:45 AM 92623275292584223819667

8:00 AM 13123164582418122012624

8:15 AM 911806261192711849535

8:30 AM 121511273561897119711565

8:45 AM 15499177552417118516620

9:00 AM 11171201165323711220219671

9:15 AM 12554178601925620116585

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 34

Intersection Location: Poinsettia Lane & Avenida Encinas

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Poinsettia LaneatAvenida Encinas

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AMto 9:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Poinsettia

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:30PMto 5:30PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

6:30 AM 462914862267293025186

6:45 AM 273021955247422932213

7:00 AM 51054301142285414135266

7:15 AM 21141291076328544536281

7:30 AM 684242141133011658843363

7:45 AM 312664116622910608041366

8:00 AM 215602420953214858732385

8:15 AM 5136528211423016877530386

8:30 AM 81675542510833131058033460

8:45 AM 1114595021111136910013339494

9:00 AM 720604514131045610410443471

9:15 AM 4197541221964361118741474

866/643725/1186562/14632192/1053

3:30 PM 19227841281586316605949458

3:45 PM 201989302413114116856054462

4:00 PM 1714103292916105412876565501

4:15 PM 18211114233141458171048760579

4:30 PM 20201044130101945151218585595

4:45 PM 25291225432111354201228987658

5:00 PM 2424104582892265141049960611

5:15 PM 21251066525131460161119066612

5:30 PM 14211036024161966131038759585

5:45 PM 1928104662914203911907565560 6:00

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 35

Intersection Location: Melrose Drive & Alga Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB)

7:30 AMto 8:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10 HourlyVolume574110014462514115012441233717

Melrose DriveatAlga Road

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N

TurningMovementsatIntersectionof:

SouthApproachNote:Left-turnvolumesinclude U-turns.U-turnsinbold. 09/16/15 6:00PM 5:00PM

6:30 AM 288000671415043111250

6:45 AM 32104001191818151341351

7:00 AM 52138111272215088452455

7:15 AM 9415521141163421381234602

7:30 AM 1192290015339353167826761

7:45 AM 159321101531938077333777

8:00 AM 1433263315235471934143824

8:15 AM 153224101167483081048185776

8:30 AM 12122954158363961072315743

8:45 AM 1051793213919494105926622

9:00 AM 82100011122816052210394

9:15 AM 5895217721162102452385

3353/25701894/27521506/68187/1550

3:30 PM 67880282516367061337

3:45 PM 130154151492135192213594 4:00 PM 1031300516212274103301550

4:45 PM 1011430619229212126600626 5:00 PM 1191680919131284111621670 5:15

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 36

Intersection Location: Jefferson Street & Marron Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Jefferson StreetatJefferson Street-Marron Road

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AMto 9:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor0.10

Jefferson StreetatJefferson Street-Marron Road

Lane Configuration for Intersection Capacity Utilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PMto 5:45 PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor0.10

6:30 AM 713052828809012101

6:45 AM 8140924545011224133

7:00 AM 521052641917102118

7:15 AM 9300633541305015156

7:30 AM 11330103058816012160

7:45 AM 1026163299723103190

8:00 AM 142401328781412016181

8:15 AM 82801436501625025166

8:30 AM 53012054661332018203

8:45 AM 733223416311610311201 9:00 AM 82611942501054027174

9:15 AM 628128414514821111186

3:30

4:30 PM 1875460906032111121450427

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 37

Intersection Location: Monroe Street & Marron Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Road

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AMto 9:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:45PMto 5:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

6:30 AM 16241121922713381

6:45 AM 1932023093611132100

7:00 AM 112313311132711590

7:15 AM 102222221321410474

7:30 AM 181521131614214784

7:45 AM 202810421419519498

8:00 AM 21511211121139135103

8:15 AM 25210522124113202107

8:30 AM 243721322576213104 8:45 AM 2164342520119146105 9:00 AM 1458615413146195100 9:15 AM 1986322719188208120

3:30 PM 22112122172094221116919284

3:45 PM 20132513191364128136021272 4:00 PM 25192416131695826165424300

4:15 PM 24142614221755433174125292

4:30 PM 29102221201176530134232302

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 38

Intersection Location: Cannon Road & Paseo Del Norte

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AMto 8:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Cannon RoadatPaseo Del Norte LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

TurningMovementsatIntersectionof:

6:30 AM 501000011432121040268

6:45 AM 505000013668191460379

7:00 AM 1405000014271201160368

7:15 AM 2706000015278191340416

7:30 AM 130190000209114251560536

7:45 AM 190110000315114241400623

8:00 AM 230210000256101191270547

8:15 AM 36021000019378131150456

8:30 AM 32019000022874181300501

8:45 AM 37020000024996211490572

9:00 AM 43030000027765181060539

9:15 AM 52035000024358171300535

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 39

Intersection Location: Cannon Road & Faraday Avenue

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Cannon RoadatFaraday Avenue

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:15 AMto 8:15 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

Cannon RoadatFaraday Avenue LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:45PMto 5:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?Y

TurningMovementsatIntersectionof:

Note: Thelaneconfigurationsshownreflecttemporaryconstructionconditions. 07/23/15 5:45PM 4:45PM

6:30 AM 19210010285821251237

6:45 AM 20020001246551550272

7:00 AM 24031000266052141334

7:15 AM 41030021337681662332

7:30 AM 421200003085111631335

7:45 AM 2901001135101102083389

8:00 AM 330300125486152222418

8:15 AM 30020004418561255298

8:30 AM 320100145687131332329

8:45 AM 280400186610871061329

9:00 AM 24020102581017874286

9:15 AM 21050105548931112291

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 40

Intersection Location: College Boulevard & Carlsbad Village Drive

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

6:30 AM 64200238114119011350

6:45 AM 740123553330013121485

7:00 AM 966012662834214203425

7:15 AM 671103262635012023482

7:30 AM 556003012136119111442

7:45 AM 486002764354016211483

8:00 AM 885002925650121101515

8:15 AM 897002574248316011473

8:30 AM 7104022575260015133504

8:45 AM 775001654932013031345

9:00 AM 1180001773567014204390

9:15 AM 1586021694750112142389

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 41

Intersection Location: College Boulevard & Faraday Avenue

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

College BoulevardatFaraday Avenue

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AMto 9:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

College BoulevardatFaraday Avenue

LaneConfigurationforIntersectionCapacityUtilization

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:45PMto 5:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N

EfficiencyLostFactor0.10 HourlyVolume93334104121824861368195194347144

TurningMovementsatIntersectionof:

Note: Thelaneconfigurationsshownreflecttemporaryconstructionconditions.

6:30 AM 181511253412424623496227

6:45 AM 38202463611614113215315366

7:00 AM 10914121818632612383178

7:15 AM 3015263385436374518696413

7:30 AM 2726162367207401625518326

7:45 AM 1319192946259471515364277

8:00 AM 4843363853183411313449359

8:15 AM 292024374113340815435278

8:30 AM 19224116339938199357257

8:45 AM 3934432262238481015716381

9:00 AM 57347025451110461619827422

9:15 AM 3233481933144471727556335

3:30 PM 1965205467105131365632378

3:45 PM 1967155429146026485926390 4:00 PM 2395202418244339386039432

4:15 PM 2770226437147825386325418

4:30 PM 20683732512106543516932435

4:45 PM 18871944517116531317030428

5:00 PM 30108262431525113736111755668

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 42

Intersection Location: I-5 Southbound Ramps & Carlsbad Village Drive

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

AretheNorth/Southphasessplit(Y/N)?N

7:00 AM

7:15 AM

7:30

9:15 AM

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 43

Intersection Location: I-5 Northbound Ramps & Carlsbad Village Drive

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

6:30 AM 280220002928008228217

6:45 AM 2402000041240010322234

7:00 AM 290250005429008526248

7:15 AM 410240006540008730287

7:30 AM 4504100060460010432328

7:45 AM 5004200066600013125374

8:00 AM 5802900059650013324368

8:15 AM 5403300075580012841389

8:30 AM 7413000060570010442368

8:45 AM 7704100066770011129401

9:00 AM 7014300063700012833408

9:15 AM 6312200043540012221326

4:15 PM 850650001311410014130593

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 44

Intersection Location: I-5 Southbound Ramps & Tamarack Avenue

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

I-5 Southbound RampsatTamarack Avenue

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 5:00PMto 6:00PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10 HourlyVolume000231126204282522254300 AdjustedHourlyVolume000232026204282522254300

6:30 AM

7:00 AM

7:15 AM

8:30 AM

9:15 AM

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 45

Intersection Location: I-5 Northbound Ramps & Tamarack Avenue

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

I-5 Northbound RampsatTamarack Avenue

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

6:30 AM 1103500035390010749276

6:45 AM 160640005333009563324

7:00 AM 18216000049580013046463

7:15 AM 18012700033590017868483

7:30 AM 260121000591050017688575

7:45 AM 3708200070690019399550

8:00 AM 2905600050750013659405

8:15 AM 3309900059730013348445

8:30 AM 2214700047390012547328

8:45 AM 1944800050360011749323

9:00 AM 310600002276008435308

9:15 AM 2514400034750010340322

3:30 PM 56110200040860010545435

3:45 PM 550960004487009238412

4:00 PM 6208600039860010347423

4:15 PM 451103000391090010937443

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 46

Intersection Location: I-5 Southbound Ramps & Cannon Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

I-5 Southbound RampsatCannon Road

Lane Configuration for Intersection CapacityUtilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AMto 8:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

I-5 Southbound RampsatCannon Road

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:45PMto 5:45PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

6:30 AM 00090330042439820290

6:45 AM 0008813108212591050378

7:00 AM 000138039076954760392

7:15 AM 00095035059532890315

7:30 AM 000261078076549990568

7:45 AM 00015707301031660760485

8:00 AM 000134048054954760375

8:15 AM 0001520560411551600375

8:30 AM 0001800460421347730401

8:45 AM 0001711360282050650371

9:00 AM 0001912330411365430388

9:15 AM 0001910450431371500413

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 47

Intersection Location: I-5 Northbound Ramps & Cannon Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

I-5 Northbound RampsatCannon Road

Lane Configuration for Intersection CapacityUtilization

Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AMto 8:30 AMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

Are the North/South phases split (Y/N)?N

Are the East/West phases split (Y/N)?N EfficiencyLost Factor0.10

I-5 Northbound RampsatCannon Road

Pk.Hr.TimePeriod:SouthAppr(NB)NorthAppr(SB) WestAppr(EB)EastAppr(WB) 4:30PMto 5:30PMLeftThruRightLeftThruRightLeftThruRightLeftThruRight

AretheNorth/Southphasessplit(Y/N)?N

6:30 AM 2314900071290010213324

6:45 AM 31059000151600013623424

7:00 AM 19053000171490011224374

7:15 AM 14075000191790011542444

7:30 AM 19089000232230012535514

7:45 AM 281121000283120010844642

8:00 AM 37011000022196009553513

8:15 AM 2109500018187009055466

8:30 AM 18199000281680010069483

8:45 AM 20011400019228009670547

9:00 AM 2409400032215008467516

9:15 AM 200103000301950010370521

4:15 PM 321510005114300146170594

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 48

Intersection Location: I-5 Southbound Ramps & Palomar Airport Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

I-5 Southbound RampsatPalomar Airport Road

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

6:30 AM 00013506606518011078472

6:45 AM 00015408507912011067507

7:00 AM 0001520590842808791501

7:15 AM 0001700110011313014643595

7:30 AM 0002350100010823015954679

7:45 AM 0003380103013312017352811

8:00 AM 000273057010820016856682

8:15 AM 000284065012019014887723

8:30 AM 000226059011422012957607

8:45 AM 000227060014818014660659

9:00 AM 000196074013432014699681

9:15 AM 000179044011933011578568

3:45 PM 0001460590192510173243864

4:00 PM 0001640450187540180249879

CITY OF CARLSBAD

TRAFFIC MONITORING PROGRAM

SUMMER 2015

INTERSECTION ANALYSIS SUMMARY

Intersection Number: 49

Intersection Location: I-5 Northbound Ramps & Palomar Airport Road

Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram

P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram

A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data

AretheNorth/Southphasessplit(Y/N)?N

AretheEast/Westphasessplit(Y/N)?N EfficiencyLostFactor0.10

6:30 AM 220212000111780016985677

6:45 AM 102250000192040016648699

7:00 AM 141208000172090016594708

7:15 AM 81261000242580018189822

7:30 AM 3037800020333002001021036

7:45 AM 9032700019436002091201120

8:00 AM 170264000183540021473940

8:15 AM 3903320001836900189971044

8:30 AM 19039900026300001661091019

8:45 AM 4602900002434900163113985

9:00 AM 23036600021298002241021034

9:15 AM 240274000292590015880824

3:45 PM 16016600035298003772371129 4:00 PM 24012000032309003992341118

APPENDIX C

MID-BLOCK PEDESTRIAN AND BICYCLE COUNTS SUMMARY

MID-BLOCK PEDESTRIAN AND BICYCLE COUNTS

The following (5) mid-block locations were selected by City staff where pedestrian and bicycle activities are among the highest in the City:

1. Carlsbad Boulevard between Carlsbad-Oceanside Boundary and State Street

2. Carlsbad Boulevard between Grand Avenue and Carlsbad Village Drive

3. Carlsbad Boulevard between Chestnut Avenue and Maple Avenue

4. Carlsbad Village Drive between Carlsbad Boulevard and Washington Street

5. Grand Avenue between Washington Street and State Street

Pedestrian and bicycle counts for the above-listed mid-block locations were collected on a weekday (Wednesday, July 15, 2015), and also on a weekend (Saturday, July 25, 2015) during three peak two-hour periods (7:00 – 9:00 AM, 11:00 AM – 1:00 PM, and 4:00 – 6:00 PM). The data was collected in 15-minute intervals for each direction of travel at each mid-block location.

Appendix C contains the following information for the 2015 Traffic Monitoring Program Report:

• Weekday AM (7:00 – 9:00 AM), Midday (11:00 AM – 1:00 PM), and PM (4:00 – 6:00 PM) peak period pedestrian and bicycle counts (data divided into 15-minute intervals).

• Weekend AM (7:00 – 9:00 AM), Midday (11:00 AM – 1:00 PM), and PM (4:00 – 6:00 PM) peak period pedestrian and bicycle counts (data divided into 15-minute intervals).

CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM

SUMMER 2015

MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY

Number: 1

Location: Carlsbad Boulevard Between North City Limits and State Street

Contents: AM, Midday, and PM Peak Period

Ped/Bike Counts – Weekday 1

AM, Midday, and PM Peak Period

Ped/Bike Counts – Weekend 3

Location : Carlsbad Blvd btwn North City Limits & State St - EAST SIDE

Location : Carlsbad Blvd btwn North City Limits & State St - WEST SIDE

Location : Carlsbad Blvd btwn North City Limits & State St - EAST SIDE

Location : Carlsbad Blvd btwn North City Limits & State St - WEST SIDE

CITY OF CARLSBAD TRAFFIC MONITORING

PROGRAM

SUMMER 2015

MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY

Number: 2

Location: Carlsbad Boulevard Between Grand Avenue and Carlsbad Village Drive Page

Contents: AM, Midday, and PM Peak Period Ped/Bike Counts – Weekday 1

AM, Midday, and PM Peak Period Ped/Bike Counts – Weekend 3

Location : Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - EAST SIDE

Location : Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - WEST SIDE

Location : Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - EAST SIDE

Location : Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - WEST SIDE

CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM

SUMMER 2015

MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY

Number: 3

Location: Carlsbad Boulevard Between Chestnut Avenue and Maple Avenue Page

Contents: AM, Midday, and PM Peak Period Ped/Bike Counts – Weekday 1

AM, Midday, and PM Peak Period

Ped/Bike Counts – Weekend 3

Location : Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - EAST SIDE

Location : Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - WEST SIDE

Location : Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - EAST SIDE

Location : Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - WEST SIDE

CITY OF CARLSBAD TRAFFIC

MONITORING PROGRAM

SUMMER 2015

MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY

Number: 4

Location: Carlsbad Village Drive Between Carlsbad Boulevard and Washington Street

Contents: AM, Midday, and PM Peak Period

Ped/Bike Counts – Weekday 1

AM, Midday, and PM Peak Period Ped/Bike Counts – Weekend 3

Location : Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- NORTH SIDE

Location : Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- SOUTH SIDE

Location : Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- NORTH SIDE

Location : Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- SOUTH SIDE

CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM

SUMMER 2015

MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY

Number: 5

Location: Grand Avenue

Between Washington Street and State Street

Contents: AM, Midday, and PM Peak Period Ped/Bike Counts – Weekday 1

AM, Midday, and PM Peak Period Ped/Bike Counts – Weekend 3

for:City: Carlsbad Location : Grand Ave. btwn. Washington St. & State St. -- NORTH SIDE

Carlsbad Location : Grand Ave. btwn. Washington St. & State St. -- SOUTH SIDE

for:City: Carlsbad Location : Grand Ave. btwn. Washington St. & State St. -- NORTH SIDE

for:City: Carlsbad Location : Grand Ave. btwn. Washington St. & State St. -- SOUTH SIDE