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Home My WebLink About; ; Traffic Monitoring Program; 2013-11-08 2013 TRAFFIC MONITORING PROGRAM City of Carlsbad Growth Management Plan FINAL: November 8, 2013 Table of Contents 1. Introduction .................................................................................................................. 1 Project Overview ............................................................................................................ 1 Annual Report Organization ........................................................................................... 3 2. Mid-Block Roadway Segment Counts ........................................................................ 4 3. Intersection Turn Movement Counts .......................................................................... 8 4. Mid-Block Pedestrian and Bicycle Counts ............................................................... 17 5. Conclusions ............................................................................................................... 21 Appendix A – Mid-Block Roadway Segment Summary Appendix B – Intersection Summary Appendix C – Mid-Block Pedestrian and Bicycle Counts Summary List of Figures 1-1 Project Location Map ..................................................................................................... 2 2-1 Mid-Block Roadway Segments Levels of Service ........................................................... 6 3-1 Intersection Location Map .............................................................................................. 9 3-2 AM Peak Hour – Intersection Levels of Service ............................................................ 15 3-3 PM Peak Hour – Intersection Levels of Service ............................................................ 16 4-1 Mid-Block Pedestrian and Bicycle Count Locations ...................................................... 18 List of Tables 2-1 Mid-Block Roadway Segments Levels of Service Analysis Summary............................. 7 3-1 Intersection Capacity Utilization (ICU) Analysis Summary ............................................ 13 4-1 Summary of Mid-Block Pedestrian and Bicycle Counts ................................................ 19 1 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 25 years, the City of Carlsbad has monitored traffic patterns throughout the City. This 2013 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 2012 during June, July and August, 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 107,000. 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. NOT TO SCALE 135801 - NOVEMBER 2013 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd 5 2013 PROJECT LOCATION MAP FIGURE 1-1 Intersection Count Location Mid-Block Count Location 2 3 ANNUAL REPORT ORGANIZATION Field Data Services of Arizona collected traffic counts during the Summer of 2013 at requested mid-block roadway segment locations and intersections within the City of Carlsbad. 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. RBF Consulting 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 Summer 2013 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 2013 Annual Report of the City of Carlsbad’s Traffic Monitoring Program represents the second 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. 4 2. MID-BLOCK ROADWAY SEGMENT COUNTS Mid-block roadway segment counts were collected at twenty-seven (27) locations throughout the City of Carlsbad and shown in Figure 2-1. The roadway segment counts were collected using mechanical tube counters that were placed and monitored for two consecutive days (48- hours). From the 48-hour counts, the average daily traffic (ADT) volumes were determined, and these ADT volumes for the Summer 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: Ratio LOS 0.0 – 0.60 A 0.61 – 0.70 B 0.71 – 0.80 C 0.81 – 0.90 D 0.91 – 1.00 E Greater than 1.00 F Figure 2-1 illustrates the 2013 mid-block roadway segment levels of service during the peak hour. Table 2-1 summarizes and compares the Summer 2013 mid-block roadway segment analysis with data from 2009, 2010, 2011, and 2012. The results of the mid-block roadway segment analysis showed that all locations operate at LOS A or B based on the Summer 2013 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 Summer 2013 analysis show the following changes in traffic patterns along the City’s arterials from the previous year: • Palomar Airport Road: overall decrease of 1% • El Camino Real: overall increase of 4% • Melrose Drive: increase of 7% (only one segment counted) • Carlsbad Boulevard: overall increase of 5% • La Costa Avenue: overall increase of 4% • Rancho Santa Fe Road: decrease of 6% (only one segment counted) • Poinsettia Lane: increase of 1% (only one segment counted) • Cannon Road: overall increase of 4% • College Boulevard: overall increase of 2% • Alga Road: decrease of 1% (only one segment counted) 5 Out of the twenty-seven (27) mid-block locations that were analyzed in the previous year, ten (10) locations experienced a decrease in ADT from the previous 2012 counts. The decreases ranged from less than one percent (1%) to ten percent (10%), with an average decrease of three percent (3%). The decrease in ADT of ten percent (10%) occurred on Carlsbad Boulevard from Tamarack Avenue to Tierra Del Oro. The largest increase in ADT from the previous year occurred on El Camino Real from Tamarack Avenue to Kelly Drive, where an increase of twelve (12%) percent was calculated from last year’s count. Citywide, the overall change in traffic volumes along the arterials included in the 2013 count program was an increase of three percent (3%) from the previous year. Over the last decade, roadway extension projects within the City of Carlsbad have improved traffic flow and operations around the City. These roadway extension projects include the following: • College Boulevard/Cannon Road extension (completed in August 2004) • Melrose Drive extension from Palomar Airport Road to Vista City boundary (completed in August 2006) • Extension of Faraday Avenue from Orion Street to Melrose Drive (completed in October 2007) Since these extension projects were completed, mid-block roadway segment locations have not experienced level of service operations at worse than LOS B during the peak hour. The results of the analysis show that adequate capacity is available on the arterials throughout the City during the critical peak hour period. 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 2013 intersection level of service operations analysis are provided in Chapter 3 of this report. NOT TO SCALE 135801 - NOVEMBER 2013 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd 6 7 22 25 24 26 8 2 3 4 11 27 20 9 10 19 5 12 13 14 15 23 1 2116 17 18 2013 MID-BLOCK ROADWAY SEGMENT LEVELS OF SERVICE FIGURE 2-1 LOS A, B, or C LOS D LOS E LOS F 6 7 Table 2-1 City of Carlsbad Mid-Block Roadway Segment LOS Analysis Summary Location Number Segment Segment Location Summer 2009 Summer 2010 Summer 2011 Summer 2012 Summer 2013 ADT Peak LOS * ADT Peak LOS * ADT Peak LOS * ADT Peak LOS * ADT Peak LOS * 1 Palomar Airport Rd. Paseo Del Norte to Armada Dr. 48,758 A 48,490 A 48,249 A 48,626 A 52,555 A 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real 30,786 A 34,030 A 33,440 A 35,154 A 34,017 A 3 Palomar Airport Rd. El Camino Real to Loker Ave (W.) 44,742 A 45,080 A 45,902 A 52,786 A 48,560 A 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo 30,267 A 32,769 A 32,678 A 31,880 A 31,469 A 5 El Camino Real Plaza Dr to Marron Rd 26,401 A 26,406 A 27,806 A 29,245 A 29,355 A 6 El Camino Real Tamarack Ave. to Kelly Dr. 22,817 A 23,540 A 25,036 A 22,514 A 25,198 A 7 El Camino Real Jackspar Dr. to College Blvd. ---- ---- ---- ---- ---- ---- 32,393 B 34,869 B 8 El Camino Real Faraday Ave. to Palomar Airport Rd. 27,205 A 36,200 A 36,281 A 30,477 A 31,739 A 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. 44,112 A 46,203 A 47,151 B 49,760 B 49,299 B 10 El Camino Real Levante St. to Calle Barcelona 31,399 A 32,042 A 33,507 A 35,997 A 35,434 A 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. 22,794 A 22,887 A 23,830 A 25,387 A 27,253 A 12 Carlsbad Blvd State St. to Mountain View Dr. 13,334 A 12,884 A 13,320 A 13,743 A 14,791 A 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. ---- ---- ---- ---- ---- ---- 17,653 A 19,001 A 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro ---- ---- ---- ---- ---- ---- 19,224 A 17,319 A 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. 16,378 A 16,882 A 16,565 A 16,128 A 16,755 A 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. 14,294 A 13,668 A 12,936 A 13,656 A 15,193 A 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. 18,246 A 17,242 A 16,214 A 16,089 A 17,943 A 18 La Costa Ave Piraeus St to Saxony Rd. 33,475 A 32,767 A 33,742 A 35,371 A 38,373 A 19 La Costa Ave Romeria St. to Cadencia St. 12,370 A 12,190 A 12,196 A 12,043 A 12,087 A 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. 25,313 A 28,786 A 27,187 A 30,793 A 28,979 A 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. 25,837 A 25,315 A 24,353 A 24,801 A 25,075 A 22 Tamarack Ave El Camino Real to La Portalada Dr. 7,906 A 8,808 A 8,663 A 7,905 A 7,705 A 23 Cannon Rd. Paseo Del Norte to Car Country Dr. 23,284 A 24,370 A 25,717 A 25,420 A 26,399 A 24 Cannon Rd. Hilltop St. to College Blvd. 16,553 A 17,793 A 17,462 A 17,764 A 18,561 A 25 College Blvd. N. City Limits to Tamarack Ave. (N.) 24,475 A 23,112 A 24,815 A 24,670 A 25,769 A 26 College Blvd. Aston Ave. to Palomar Airport Rd. 13,992 A 13,873 A 13,635 A 13,806 A 13,744 A 27 Alga Rd Corintia St. to El Fuerte St. 10,216 A 10,844 A 10,856 A 10,454 A 10,299 A * 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. 8 3. INTERSECTION TURN MOVEMENT COUNTS Intersection turn movement counts were collected in Summer 2013 at forty-nine (49) major intersections around the City. The locations of the intersections included in the 2013 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, RBF 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 2013 Report. The ICU calculations performed assumed the following lane group capacities: Lane Group Capacity Thru Lanes 2,000 vehicles per hour per lane Turn Lanes 1,800 vehicles per hour per lane Dual Turn Lanes 1,800 vehicles per hour per lane The ICU methodology reports level of service (LOS) based on volume-to-capacity ratios ranging from 0.0 to 1.0: Ratio LOS 0.0 – 0.60 A 0.61 – 0.70 B 0.71 – 0.80 C 0.81 – 0.90 D 0.91 – 1.00 E Greater than 1.00 F 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. NOT TO SCALE 135801 - NOVEMBER 2013 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd XX Intersection Count Location/ Number 2013 INTERSECTION LOCATION MAP FIGURE 3-1 40 1 14 4 5 6 41 39 7 8 16 17 18 32 19 20 21 359 10 11 12 13 27 28 29 2 3 22 30 31 37 42 43 23 24 384445 46 47 15 25 34 33 26 48 49 9 36 10 Since last year’s data collection effort, the City has implemented improvements that have enhanced capacity at several intersections evaluated in the 2013 TMP, such as: • El Camino Real and College Boulevard (#6): Southbound approach restriped to add a third through lane. • El Camino Real and Poinsettia Lane (#10): Southbound approach restriped to add a third through lane. Southbound El Camino Real was also widened between Poinsettia Lane and Dove Lane to add a third through lane. • Palomar Airport Road and College Boulevard-Aviara Parkway (#17): Southbound approach restriped to one exclusive through lane and one exclusive right-turn lane. Installation of right-turn overlap phase at southbound approach. • Carlsbad Boulevard and Carlsbad Village Drive (#22): Northbound approach restriped to add an exclusive right-turn lane. • Rancho Santa Fe Road and San Elijo Road (#27): Installation of right-turn overlap phase at northbound approach. Overall there was a slight decrease in the ICU ratios at the above-listed intersections from 2012 to 2013 as a result of the improvements that were implemented at these intersections. Field observations of the intersections evaluated in the 2013 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 2013: • Overall the changes in the turning movement volumes and ICU calculations for the intersections have been minimal from 2012 to 2013. • The most significant increases in turning movement volumes and ICU ratios from 2012 to 2013 occurred during the PM peak hour at El Camino Real and La Costa Avenue, and at Palomar Airport Road and Avenida Encinas. Level of Service at both intersections changed from LOS B to LOS D from 2012 to 2013 during the PM peak hour. Overall turning movement volumes increased by 15% at El Camino Real and La Costa Avenue, and increased by 27% at Palomar Airport Road and Avenida Encinas. • The most significant decrease in turning movement volumes and ICU ratio from 2012 to 2013 occurred at the intersection of Carlsbad Village Drive and I-5 Northbound Ramps during the PM peak hour. From 2012 to 2013, turning movement volumes at Carlsbad Village Drive and I-5 Northbound Ramps decreased by approximately 13% and Level of Service changed from LOS D to LOS B during the PM peak hour. Left-turning volumes on the northbound off-ramp decreased by more than 100 vehicles during PM peak hour. This decrease in left-turning volumes on the northbound off-ramp could be attributed to a decrease in beach and tourist traffic on the day the counts were collected. 11 • From 2012 to 2013, turning movement volumes at Monroe Street and Marron Road decreased significantly during the peak periods. Jefferson Street west of Marron Road was closed to traffic when the 2012 counts were collected. Monroe Street between Marron Road and Carlsbad Village Drive functioned as a detour route for Jefferson Street during the street closure. Jefferson Street reopened in late 2012 prior to this year’s TMP data collection. Despite changes in traffic patterns, overall operations from 2012 to 2013 have not changed at the intersection of Monroe Street and Marron Road, with LOS A operating conditions during the AM and PM peak hours. The ICU calculations and LOS for the previous 2009 through 2013 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 2013 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 five (5) intersections are currently operating at LOS D during either the AM or PM peak hours: Location # Intersection ICU LOS Period 5 8 12 14 21 El Camino Real & Cannon Road El Camino Real & Palomar Airport Road El Camino Real & La Costa Avenue Palomar Airport Road & Avenida Encinas Palomar Airport Road & Melrose Drive 0.81 0.81 0.82 0.81 0.89 D D D D D PM peak PM peak PM peak PM peak AM peak The following describes the 2013 peak period operations of the five (5) intersections that are operating at LOS D: El Camino Real and Cannon Road (#5) The ICU calculations based on the 2013 counts show that this intersection is operating at a low LOS D during the PM peak hour. From 2012 to 2013, PM peak period operations at this intersection changed from LOS C to LOS D. The change in PM peak hour LOS from the previous year is primarily due to a 9% increase in the overall PM peak hour turning movement volumes at the intersection. El Camino Real and Palomar Airport (#8) Based on the ICU calculations, this intersection operates at a low LOS D during the PM peak hour. Last year the intersection was operating at the LOS C/D threshold during the PM peak hour; therefore operations have changed only slightly from 2012 to 2013. Overall, PM peak hour turning movement volumes at El Camino Real and Palomar Airport Road have increased approximately 3% from 2012 to 2013. 12 El Camino Real and La Costa Avenue (#12) Based on the ICU calculations from the 2012 to 2013 counts, operations at El Camino Real and La Costa Avenue have changed from LOS B to LOS D during the PM peak hour. Overall, PM peak hour turning movement volumes have increased by approximately 15% from 2012 to 2013. Looking back at the data from 2011, this intersection operated at LOS D during the PM peak hour. Operational improvements in 2012 may be attributed to the installation of a southbound right-turn overlap phase and an overall decrease in traffic at the intersection. The increase in PM peak hour traffic from 2012 to 2013 brings traffic volumes and operations back to the 2011 level. The key issue at the intersection of El Camino Real and La Costa Avenue is that the ICU calculations do not address the queuing in the eastbound left-turn lanes that spill back several hundred yards beyond the turn pocket during both the AM and PM peak periods. Vehicles in the back of the queue often must wait through two cycle lengths to traverse through the intersection, and the capacity of the eastbound through lanes is reduced to one lane approaching El Camino Real upstream from the left-turn lanes. Throughout many hours of the day, there is not enough storage capacity to accommodate the eastbound left-turn queues and roadway capacity in the eastbound direction is reduced due to the queue spillback. Palomar Airport Road and Avenida Encinas (#14) The ICU calculations based on the 2013 counts show that this intersection operates at a low LOS D during the PM peak hour. From 2012 to 2013, PM peak period operations at this intersection changed from LOS B to LOS D. The change in LOS from the previous year is primarily due to a 27% increase in the overall turning movement volumes at the intersection. This significant increase in PM peak hour traffic may be attributed to the construction of the pipeline project on Cannon Road between Carlsbad Boulevard and I-5, which was occurring at the time the traffic counts were being collected for the Summer 2013 TMP. Traffic may have diverted to Palomar Airport Road to avoid delay associated with the pipeline construction on Cannon Road. Conditions on I-5 may also have been congested on the day the counts were collected at Palomar Airport Road and Avenida Encinas. When conditions on I-5 are congested, traffic volumes on Palomar Airport Road west of I-5 increase due to traffic diverting to Carlsbad Boulevard as an alternate route to bypass the congestion on I-5. The length of the westbound left-turn lane is insufficient to accommodate the PM peak hour volumes and queues due to the close spacing between Avenida Encinas and the I-5 southbound ramps. As a result, westbound left-turn queues spill back into the through lane, and westbound queuing during the PM peak hour on Palomar Airport Road spills back beyond the I- 5 northbound off-ramp. Palomar Airport Road and Melrose Drive (#21) This intersection operates at a high LOS D during the AM peak hour based on the ICU calculations and Summer 2013 counts. In 2012, this intersection also operated at a high LOS D during the AM peak hour. Although the 2013 counts showed an increase of about 5% in AM peak hour traffic from 2012 to 2013, the increase occurred on non-critical turning movements resulting in a slight reduction in the ICU ratio from last year’s TMP. 13 Table 3-1 Intersection Capacity Utilization Analysis Summary Count # Intersection Summer 2009 Peak Hour Summer 2010 Peak Hour Summer 2011 Peak Hour Summer 2012 Peak Hour Summer 2013 Peak Hour AM PM AM PM AM PM AM PM AM PM ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S 1 El Camino Real & Plaza Dr. 0.30 A 0.61 B 0.34 A 0.65 B 0.34 A 0.66 B 0.32 A 0.62 B 0.33 A 0.63 B 2 El Camino Real & Marron Rd. 0.35 A 0.50 A 0.34 A 0.52 A 0.34 A 0.53 A 0.37 A 0.55 A 0.39 A 0.55 A 3 El Camino Real & Carlsbad Village Dr. 0.42 A 0.55 A 0.45 A 0.55 A 0.45 A 0.59 A 0.45 A 0.58 A 0.44 A 0.57 A 4 El Camino Real & Tamarack Ave. 0.61 B 0.59 A 0.63 B 0.59 A 0.64 B 0.59 A 0.66 B 0.53 A 0.68 B 0.63 B 5 El Camino Real & Cannon Rd. 0.62 B 0.88 D 0.60 A 0.78 C 0.61 B 0.80 C 0.64 B 0.76 C 0.71 C 0.81 D 6 El Camino Real & College Blvd. 0.56 A 0.57 A 0.56 A 0.53 A 0.61 B 0.55 A 0.48 A 0.72 C 0.54 A 0.61 B 7 El Camino Real & Faraday Ave. 0.60 A 0.68 B 0.65 B 0.70 B 0.66 B 0.72 C 0.62 B 0.76 C 0.69 B 0.75 C 8 El Camino Real & Palomar Airport Rd. 0.54 A 0.78 C 0.52 A 0.71 C 0.58 A 0.77 C 0.55 A 0.80 C 0.60 A 0.81 D 9 El Camino Real & Cassia Rd. 0.59 A 0.55 A 0.57 A 0.58 A 0.64 B 0.61 B 0.62 B 0.64 B 0.59 A 0.65 B 10 El Camino Real & Poinsettia Ln. 0.38 A 0.54 A 0.38 A 0.55 A 0.39 A 0.56 A 0.41 A 0.57 A 0.40 A 0.44 A 11 El Camino Real & Alga Rd./Aviara Pkwy 0.68 B 0.76 C 0.63 B 0.87 D 0.63 B 0.83 D 0.65 B 0.72 C 0.62 B 0.72 C 12 El Camino Real & La Costa Ave. 0.78 C 0.84 D 0.70 B 0.79 C 0.78 C 0.85 D 0.67 B 0.68 B 0.69 B 0.82 D 13 El Camino Real & Calle Barcelona 0.48 A 0.60 A 0.45 A 0.57 A 0.48 A 0.61 B 0.52 A 0.62 B 0.52 A 0.61 B 14 Palomar Airport Rd. & Avenida Encinas 0.57 A 0.74 C 0.49 A 0.75 C 0.54 A 0.74 C 0.49 A 0.67 B 0.59 A 0.81 D 15 Palomar Airport Rd. & Paseo Del Norte 0.60 A 0.70 B 0.54 A 0.57 A 0.58 A 0.66 B 0.71 C 0.79 C 0.67 B 0.75 C 16 Palomar Airport Rd. & Armada Dr. 0.52 A 0.69 B 0.57 A 0.75 C 0.52 A 0.72 C 0.54 A 0.68 B 0.53 A 0.71 C 17 Palomar Airport Rd. & College Blvd./ Aviara Pkwy 0.54 A 0.72 C 0.58 A 0.77 C 0.59 A 0.76 C 0.56 A 0.74 C 0.53 A 0.71 C 18 Palomar Airport Rd. & Yarrow Dr. 0.42 A 0.55 A 0.41 A 0.52 A 0.43 A 0.54 A 0.43 A 0.63 B 0.48 A 0.62 B 19 Palomar Airport Rd. & Loker Ave. (W.) 0.66 B 0.76 C 0.72 C 0.64 B 0.66 B 0.69 B 0.74 C 0.71 C 0.68 B 0.68 B 20 Palomar Airport Rd. & El Fuerte St. 0.52 A 0.66 B 0.39 A 0.58 A 0.56 A 0.65 B 0.61 B 0.80 C 0.56 A 0.80 C 21 Palomar Airport Rd. & Melrose Dr. 0.82 D 0.64 B 0.75 C 0.59 A 0.71 C 0.58 A 0.90 D 0.59 A 0.89 D 0.67 B 22 Carlsbad Blvd. & Carlsbad Village Dr. 0.29 A 0.56 A 0.29 A 0.53 A 0.30 A 0.57 A 0.36 A 0.56 A 0.33 A 0.47 A 23 Carlsbad Blvd & Tamarack Ave. 0.35 A 0.59 A 0.39 A 0.48 A 0.30 A 0.53 A 0.35 A 0.56 A 0.36 A 0.49 A 24 Carlsbad Blvd. & Cannon Rd. 0.38 A 0.69 B 0.50 A 0.68 B 0.58 A 0.80 C 0.41 A 0.70 B 0.43 A 0.65 B 25 Carlsbad Blvd. & Poinsettia Ln. 0.32 A 0.31 A 0.29 A 0.34 A 0.27 A 0.52 A 0.27 A 0.36 A 0.39 A 0.38 A 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. 14 Table 3-1 (continued) Intersection Capacity Utilization Analysis Summary Count # Intersection Summer 2009 Peak Hour Summer 2010 Peak Hour Summer 2011 Peak Hour Summer 2012 Peak Hour Summer 2013 Peak Hour AM PM AM PM AM PM AM PM AM PM ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio LO S ICU Ratio L O S ICU Ratio LO S ICU Ratio L O S 26 Carlsbad Blvd. & Avenida Encinas 0.35 A 0.33 A 0.33 A 0.44 A 0.30 A 0.57 A 0.30 A 0.34 A 0.39 A 0.34 A 27 Rancho Santa Fe Rd. & San Elijo Rd. 0.50 A 0.75 C 0.52 A 0.75 C 0.57 A 0.76 C 0.54 A 0.72 C 0.58 A 0.67 B 28 Rancho Santa Fe Rd. & La Costa Ave. 0.63 B 0.60 A 0.65 B 0.64 B 0.62 B 0.59 A 0.62 B 0.61 B 0.59 A 0.66 B 29 Olivenhain Rd & Rancho Santa Fe Rd./ Camino Alvaro 0.56 A 0.73 C 0.54 A 0.54 A 0.56 A 0.59 A 0.61 B 0.55 A 0.65 B 0.63 B 30 Carlsbad Village Dr. & State St. 0.25 A 0.37 A 0.23 A 0.35 A 0.24 A 0.37 A 0.29 A 0.41 A 0.28 A 0.38 A 31 Carlsbad Village Dr. & Harding St. 0.34 A 0.54 A 0.35 A 0.50 A 0.37 A 0.53 A 0.50 A 0.64 B 0.46 A 0.57 A 32 Poinsettia Ln. & Aviara Pkwy. 0.43 A 0.53 A 0.41 A 0.52 A 0.44 A 0.51 A 0.42 A 0.53 A 0.39 A 0.56 A 33 Poinsettia Ln. & Paseo Del Norte 0.54 A 0.65 B 0.55 A 0.65 B 0.60 A 0.64 B 0.59 A 0.67 B 0.54 A 0.70 B 34 Poinsettia Ln. & Avenida Encinas 0.47 A 0.70 B 0.45 A 0.70 B 0.53 A 0.69 B 0.52 A 0.65 B 0.42 A 0.72 C 35 Melrose Dr. & Alga Rd. 0.44 A 0.56 A 0.44 A 0.60 A 0.47 A 0.57 A 0.44 A 0.58 A 0.44 A 0.59 A 36 Jefferson St. & Marron Rd. 0.39 A 0.57 A 0.34 A 0.52 A 0.35 A 0.55 A * 0.26 A 0.58 A 37 Monroe St. & Marron Rd. 0.20 A 0.34 A 0.23 A 0.32 A 0.21 A 0.34 A 0.37 A 0.44 A 0.23 A 0.35 A 38 Cannon Rd. & Paseo Del Norte 0.52 A 0.48 A 0.53 A 0.53 A 0.56 A 0.54 A 0.52 A 0.53 A 0.59 A 0.56 A 39 Cannon Rd. & Faraday Ave. 0.37 A 0.54 A 0.34 A 0.52 A 0.36 A 0.58 A 0.48 A 0.56 A 0.48 A 0.60 A 40 College Blvd. & Carlsbad Village Dr. 0.54 A 0.49 A 0.69 B 0.48 A 0.51 A 0.46 A 0.49 A 0.45 A 0.51 A 0.51 A 41 College Blvd. & Faraday Ave. 0.45 A 0.47 A 0.44 A 0.50 A 0.44 A 0.54 A 0.48 A 0.51 A 0.50 A 0.52 A 42 I-5 SB Ramps & Carlsbad Village Dr. 0.52 A 0.77 C 0.53 A 0.72 C 0.55 A 0.68 B 0.49 A 0.66 B 0.50 A 0.64 B 43 I-5 NB Ramps & Carlsbad Village Dr. 0.53 A 0.69 B 0.58 A 0.65 B 0.54 A 0.66 B 0.68 B 0.81 D 0.57 A 0.67 B 44 I-5 SB Ramps & Cannon Rd. 0.48 A 0.43 A 0.43 A 0.47 A 0.47 A 0.48 A 0.46 A 0.49 A 0.53 A 0.51 A 45 I-5 NB Ramps & Cannon Rd. 0.46 A 0.54 A 0.46 A 0.56 A 0.49 A 0.58 A 0.47 A 0.65 B 0.50 A 0.67 B 46 I-5 SB Ramps & Palomar Airport Rd. 0.50 A 0.48 A 0.43 A 0.43 A 0.42 A 0.45 A 0.44 A 0.47 A 0.44 A 0.50 A 47 I-5 NB Ramps & Palomar Airport Rd. 0.70 B 0.81 D 0.65 B 0.73 C 0.64 B 0.71 C 0.66 B 0.65 B 0.65 B 0.68 B 48 I-5 SB Ramps & La Costa Ave. 0.62 B 0.58 A 0.54 A 0.56 A 0.52 A 0.58 A 0.53 A 0.57 A 0.60 A 0.62 B 49 I-5 NB Ramps & La Costa Ave. 0.63 B 0.65 B 0.55 A 0.63 B 0.63 B 0.64 B 0.63 B 0.77 C 0.61 B 0.69 B 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. * Count data not collected in 2012 due to construction NOT TO SCALE 135801 - NOVEMBER 2013 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd XX LOS A, B or C LOS D LOS E LOS F 2013 AM PEAK HOUR INTERSECTION LEVELS OF SERVICE Figure 3-2 XX XX XX 40 1 14 4 5 6 41 39 7 8 16 17 18 32 19 20 21 359 10 11 12 13 27 28 29 2 3 22 30 31 37 42 43 23 24 384445 46 47 15 25 34 33 26 48 49 15 36 NOT TO SCALE 135801 - NOVEMBER 2013 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd 2013 PM PEAK HOUR INTERSECTION LEVELS OF SERVICE Figure 3-3 XX LOS A, B or C LOS D LOS E LOS F XX XX XX 40 1 14 4 5 6 41 39 7 8 16 17 18 32 19 20 21 359 10 11 12 13 27 28 29 2 3 22 30 31 37 42 43 23 24 384445 46 47 15 25 34 33 26 48 49 16 36 17 4. MID-BLOCK PEDESTRIAN AND BICYCLE COUNTS The City of Carlsbad is in the process of updating their General Plan Circulation Element, which will include 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 begin documenting pedestrian and bike activity in the community, the TMP includes peak period pedestrian and bike activity along Carlsbad Boulevard and in the Village. The previous 2012 Annual Report of the City of Carlsbad’s Traffic Monitoring Program was the first 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 Annual Report where pedestrian and bicycle activities are among the highest in the City. These same (5) mid- block locations were also selected for this 2013 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 17, 2013), and also on a weekend (Saturday, July 20, 2013) 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 activities are highest during the PM peak period (4:00 – 6:00 PM). • Weekend pedestrian activities are highest during the midday peak period (11:00 AM – 1:00 PM). • Weekday bicycle activities are highest during the AM peak period (7:00 – 9:00 AM). • Weekend bicycle activities are highest during the midday peak period (11:00 AM – 1:00 PM). • The highest levels of pedestrian activity occur on the beachside path along the west side of Carlsbad Boulevard between Chestnut Avenue and Maple Avenue, on both weekdays and weekends. • 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. NOT TO SCALE 135801 - NOVEMBER 2013 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd 1 2 3 4 5 Mid-Block Ped/Bike Count Location Mid-Block Count Number X X 2013 MID-BLOCK PEDESTRIAN AND BICYCLE COUNT LOCATIONS Figure 4-118 19 Table 4-1 Summary of Mid-Block Pedestrian and Bicycle Counts Location Number Segment Segment Location Direction AM Peak Hour Midday Peak Hour PM Peak Hour Peds Bikes Peds Bikes Peds Bikes Weekday Counts (Wednesday, July 17, 2013) 1 Carlsbad Blvd. Carlsbad-Oceanside Boundary to State St. NB 5 64 18 38 13 36 SB 5 34 7 46 3 22 2 Carlsbad Blvd. Grand Ave. to Carlsbad Village Dr. NB 88 49 162 38 150 36 SB 48 15 228 19 232 19 3 Carlsbad Blvd. Chestnut Ave. and Maple Ave. NB 25 52 25 38 41 44 SB 361 43 226 52 240 44 4 Carlsbad Village Dr. Carlsbad Blvd. to Washington St. EB 59 6 121 1 204 30 WB 26 10 91 4 181 16 5 Grand Ave. Washington St. to State St. EB 49 2 85 8 256 18 WB 36 11 67 10 82 17 Weekday Total 702 286 1,030 254 1,402 282 Weekend Counts (Saturday, July 20, 2013) 6 Carlsbad Blvd. Carlsbad-Oceanside Boundary to State St. NB 6 139 11 82 7 34 SB 10 74 8 145 10 42 7 Carlsbad Blvd. Grand Ave. to Carlsbad Village Dr. NB 146 135 300 90 304 39 SB 73 72 299 100 250 28 8 Carlsbad Blvd. Chestnut Ave. and Maple Ave. NB 24 151 171 106 40 37 SB 409 95 352 167 280 60 9 Carlsbad Village Dr. Carlsbad Blvd. to Washington St. EB 72 14 184 13 243 40 WB 43 25 195 14 157 11 10 Grand Ave. Washington St. to State St. EB 41 7 127 10 135 17 WB 86 5 103 15 76 18 Weekend Total 910 717 1,750 742 1,502 326 20 A comparison between the Summer 2013 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 28% during the week, and has increased approximately 16% on the weekend from last year’s counts • Overall, bicycle activity at the five selected mid-block locations has increased approximately 22% during the week, and has increased approximately 10% on the weekend from last year’s counts • Bicycle activity along Carlsbad Village Drive has increased approximately 20% during the week, and has increased approximately 26% on the weekend since the installation of new bike lanes from Carlsbad Boulevard to I-5 Since the pedestrian and bicycle counts were collected last summer for the 2012 Annual Report, the City of Carlsbad has implemented several improvements to pedestrian and bicycle facilities such as: • All-pedestrian scramble phase and diagonal crosswalks at Carlsbad Boulevard / Carlsbad Village Drive • A new bike lane in each direction of travel along Carlsbad Village Drive from Carlsbad Boulevard to I-5 • Wider bike lanes along Carlsbad Boulevard from State Street to Cannon Road • Wider bike lanes along La Costa Avenue from I-5 to El Camino Real The pedestrian and bicycle counts collected for the 2013 Annual Report shows that overall pedestrian and bicycle activity has increased from last year’s data collection efforts. The comparison between the 2013 and 2012 counts show that the implementation of the above- listed improvements may have contributed to the increase in pedestrian and bicycle activity. Vehicular lane widths were reduced on Carlsbad Village Drive, Carlsbad Boulevard, and La Costa Avenue to provide the new or wider bike lanes as discussed above. A comparison of the daily traffic volumes on segments of Carlsbad Boulevard and La Costa Avenue from 2012 to 2013 shows the following trends in traffic volumes: • Carlsbad Boulevard from State Street to Cannon Road increased by an average of 2% from last year’s counts • La Costa Avenue from I-5 to El Camino Real increased by 8% from last year’s counts The 2013 counts show that the reduction in vehicular lane widths on these roadways did not appear to have an impact on traffic volumes, and that the reduced lane widths did not result in traffic diverting to other arterials to avoid the friction of the narrower lanes. 21 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. The forty-nine (49) intersections and twenty-seven (27) mid-block roadway segments are the same locations that were selected for data collection and analysis in the previous year’s TMP. This 2013 Annual Report of the City of Carlsbad’s Traffic Monitoring Program is the second 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 three (3) percent from 2012 to 2013. The results of the 2013 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 five (5) of the forty-nine study intersections are currently operating at LOS D during the AM or PM peak hours: Location # Intersection ICU LOS Period 5 8 12 14 21 El Camino Real & Cannon Road El Camino Real & Palomar Airport Road El Camino Real & La Costa Avenue Palomar Airport Road & Avenida Encinas Palomar Airport Road & Melrose Drive 0.81 0.81 0.82 0.81 0.89 D D D D D PM peak PM peak PM peak PM peak AM peak It is recommended that the City monitor the above-listed locations closely over the next several years to identify potential operational deficiencies during the peak periods. 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 increase in traffic city-wide (3%) from 2012 to 2013. Arterials with the highest increases in traffic include El Camino Real, Melrose Drive, Carlsbad Boulevard, 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 2013 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 Table A-1 Summary of Mid-Block Roadway Segment Counts Location Number Segment Segment Location Count Day(s) Count Date(s) 1 Palomar Airport Rd. Paseo Del Norte to Armada Dr. Wed./ Thurs. 7/10, 7/11 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real Tues./ Wed. 7/23, 7/24 3 Palomar Airport Rd. El Camino Real to Loker Ave. (W) Wed./ Thurs. 7/24, 7/25 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo Wed./ Thurs. 7/24, 7/25 5 El Camino Real Plaza Dr to Marron Rd Tues./ Wed. 8/6, 8/7 6 El Camino Real Tamarack Ave. to Kelly Dr. Wed./ Thurs. 7/17, 7/18 7 El Camino Real Jackspar Dr. to College Blvd. Wed./ Thurs. 7/17, 7/18 8 El Camino Real Faraday Ave. to Palomar Airport Rd. Tues./ Wed. 7/23, 7/24 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. Tues./ Wed. 8/6, 8/7 10 El Camino Real Levante St. to Calle Barcelona Wed./ Thurs. 7/31, 8/1 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. Wed./ Thurs. 7/24, 7/25 12 Carlsbad Blvd State St. to Mountain View Dr. Tues./ Wed. 7/16, 7/17 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. Tues./ Wed. 7/16, 7/17 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro St. Wed./ Thurs. 7/10, 7/11 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. Wed./ Thurs. 7/24, 7/25 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. Wed./ Thurs. 7/24, 7/25 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. Wed./ Thurs. 7/24, 7/25 18 La Costa Ave Piraeus St to Saxony Rd. Wed./ Thurs. 7/31, 8/1 19 La Costa Ave Romeria St. to Cadencia St. Tues./ Wed. 7/30, 7/31 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. Tues./ Wed. 7/30, 7/31 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. Wed./ Thurs. 7/24, 7/25 22 Tamarack Ave El Camino Real to La Portalada Dr. Wed./ Thurs. 7/17, 7/18 23 Cannon Rd. Paseo Del Norte to Car Country Dr. Wed./ Thurs. 7/10, 7/11 24 Cannon Rd. Hilltop St. to College Blvd. Wed./ Thurs. 7/17, 7/18 25 College Blvd. N. City Limits to Tamarack Ave. (N.) Wed./ Thurs. 7/17, 7/18 26 College Blvd. Aston Ave. to Palomar Airport Rd. Tues./ Wed. 7/23, 7/24 27 Alga Rd Corintia St. to El Fuerte St. Tues./ Wed. 7/30, 7/31 Table A-2 Summary of Mid-Block Roadway Segment Peak Hour Levels of Service # Segment Location Direction (# lanes) Capacity A.M. Peak Hour P.M. Peak Hour Volume V/C LOS Volume V/C LOS 1 Palomar Airport Rd. Paseo Del Norte to Armada Dr. EB (3) 5,400 2,419 0.45 A 1,616 0.30 A WB (4) 7,200 1,094 0.15 A 2,545 0.35 A 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real EB (3) 5,400 1,072 0.20 A 1,648 0.31 A WB (3) 5,400 1,544 0.29 A 1,170 0.22 A 3 Palomar Airport Rd. El Camino Real to Loker Ave (W.) EB (3) 5,400 1,498 0.28 A 2,515 0.47 A WB (3) 5,400 2,134 0.40 A 1,706 0.32 A 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo EB (3) 5,400 790 0.15 A 1,765 0.33 A WB (3) 5,400 1,413 0.26 A 1,041 0.19 A 5 El Camino Real Plaza Dr to Marron Rd. NB (3) 5,400 698 0.13 A 1,422 0.26 A SB (3) 5,400 1,150 0.21 A 1,070 0.20 A 6 El Camino Real Tamarack Ave. to Kelly Dr. NB (2) 3,600 427 0.12 A 1,782 0.50 A SB (2) 3,600 1,636 0.45 A 927 0.26 A 7 El Camino Real Jackspar Dr. to College Blvd. NB (2) 3,600 708 0.20 A 2,255 0.63 B SB (3) 5,400 2,229 0.41 A 1,070 0.20 A 8 El Camino Real Faraday Ave. to Palomar Airport Rd. NB (3) 5,400 1,202 0.22 A 1,429 0.26 A SB (3) 5,400 1,359 0.25 A 1,474 0.27 A 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. NB (3) 5,400 1,518 0.28 A 2,126 0.39 A SB (2) 3,600 2,013 0.56 A 2,194 0.61 B 10 El Camino Real Levante St. to Calle Barcelona NB (3) 5,400 936 0.17 A 1,626 0.30 A SB (3) 5,400 1,495 0.28 A 1,529 0.28 A 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. NB (4) 7,200 960 0.13 A 1,316 0.18 A SB (3) 5,400 1,419 0.26 A 1,189 0.22 A 12 Carlsbad Blvd State St. to Mountain View Dr. NB (1) 1,800 245 0.14 A 677 0.38 A SB (1) 1,800 406 0.23 A 594 0.33 A 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. NB (2) 3,600 367 0.10 A 882 0.25 A SB (2) 3,600 583 0.16 A 769 0.21 A 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro NB (2) 3,600 350 0.10 A 1,048 0.29 A SB (2) 3,600 674 0.19 A 615 0.17 A 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. NB (1) 1,800 317 0.18 A 843 0.47 A SB (1) 1,800 653 0.36 A 658 0.37 A 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. NB (2) 3,600 317 0.09 A 728 0.20 A SB (2) 3,600 646 0.18 A 679 0.19 A Table A-2 (continued) Summary of Mid-Block Roadway Segment Peak Hour Levels of Service # Segment Location Direction (# lanes) Capacity A.M. Peak Hour P.M. Peak Hour Volume V/C LOS Volume V/C LOS 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. NB (2) 3,600 449 0.12 A 852 0.24 A SB (2) 3,600 1,042 0.29 A 771 0.21 A 18 La Costa Ave Piraeus St. to Saxony Rd. EB (2) 3,600 1,320 0.37 A 1,642 0.46 A WB (2) 3,600 1,385 0.38 A 1,437 0.40 A 19 La Costa Ave Romeria St. to Cadencia St. EB (1) 1,800 317 0.18 A 643 0.36 A WB (2) 3,600 516 0.14 A 392 0.11 A 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. NB (3) 5,400 858 0.16 A 1,253 0.23 A SB (3) 5,400 1,330 0.25 A 1,233 0.23 A 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. EB (2) 3,600 893 0.25 A 1,120 0.31 A WB (2) 3,600 901 0.25 A 1,086 0.30 A 22 Tamarack Ave El Camino Real to La Portalada Dr. EB (2) 3,600 158 0.04 A 426 0.12 A WB (2) 3,600 424 0.12 A 263 0.07 A 23 Cannon Rd. Paseo Del Norte to Car Country Dr. EB (2) 3,600 1,316 0.37 A 931 0.26 A WB (2) 3,600 678 0.19 A 1,538 0.43 A 24 Cannon Rd. Hilltop St. to College Blvd. EB (2) 3,600 326 0.09 A 1,321 0.37 A WB (2) 3,600 1,225 0.34 A 477 0.13 A 25 College Blvd. N. City Limits to Tamarack Ave. (N.) NB (2) 3,600 662 0.18 A 1,441 0.40 A SB (2) 3,600 1,196 0.33 A 858 0.24 A 26 College Blvd. Aston Ave. to Palomar Airport Rd. NB (2) 3,600 989 0.27 A 367 0.10 A SB (2) 3,600 363 0.10 A 962 0.27 A 27 Alga Rd Corintia St. to El Fuerte St. EB (2) 3,600 258 0.07 A 568 0.16 A WB (2) 3,600 453 0.13 A 361 0.10 A CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 1 Location: Palomar Airport Road Between Paseo del Norte and Armada Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 45 29 12:00 440 528 00:15 27 32 12:15 435 493 00:30 13 24 12:30 510 503 00:45 16 101 16 101 202 12:45 476 1861 468 1992 3853 01:00 13 18 13:00 486 460 01:15 17 14 13:15 439 460 01:30 12 7 13:30 450 437 01:45 11 53 5 44 97 13:45 469 1844 396 1753 3597 02:00 7 13 14:00 418 504 02:15 13 8 14:15 417 436 02:30 11 15 14:30 390 468 02:45 11 42 11 47 89 14:45 384 1609 453 1861 3470 03:00 11 11 15:00 375 507 03:15 13 8 15:15 377 529 03:30 17 11 15:30 392 511 03:45 28 69 12 42 111 15:45 365 1509 484 2031 3540 04:00 26 12 16:00 385 604 04:15 41 29 16:15 378 582 04:30 66 28 16:30 359 579 04:45 88 221 40 109 330 16:45 346 1468 566 2331 3799 05:00 67 38 17:00 376 670 05:15 99 53 17:15 399 683 05:30 160 65 17:30 409 609 05:45 261 587 105 261 848 17:45 395 1579 596 2558 4137 06:00 202 172 18:00 316 492 06:15 289 135 18:15 353 487 06:30 338 201 18:30 323 448 06:45 483 1312 230 738 2050 18:45 341 1333 396 1823 3156 07:00 396 237 19:00 285 345 07:15 461 241 19:15 250 353 07:30 615 254 19:30 257 310 07:45 703 2175 242 974 3149 19:45 231 1023 258 1266 2289 08:00 528 262 20:00 241 231 08:15 586 261 20:15 161 199 08:30 565 264 20:30 201 267 08:45 594 2273 269 1056 3329 20:45 200 803 177 874 1677 09:00 473 266 21:00 189 150 09:15 433 263 21:15 150 135 09:30 467 300 21:30 139 130 09:45 520 1893 273 1102 2995 21:45 110 588 81 496 1084 10:00 454 297 22:00 103 93 10:15 408 364 22:15 95 64 10:30 408 396 22:30 89 80 10:45 406 1676 379 1436 3112 22:45 89 376 71 308 684 11:00 410 408 23:00 75 53 11:15 414 452 23:15 62 36 11:30 468 479 23:30 53 51 11:45 404 1696 535 1874 3570 23:45 45 235 28 168 403 Total Vol.12098 7784 19882 14228 17461 31689 GPS Coordinates:NB SB EB WB Combined 26326 25245 51571 Split %60.8%39.2%38.6%44.9%55.1%61.4% Peak Hour 07:30 11:45 11:45 12:30 17:00 17:00 Volume 2432 2059 3848 1911 2558 4137P.H.F.0.86 0.96 0.95 0.94 0.94 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. PM Project#Wednesday, July 10, 2013 AM Daily Totals 13-1194-001 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 43 39 12:00 452 518 00:15 26 30 12:15 505 558 00:30 28 21 12:30 564 524 00:45 25 122 25 115 237 12:45 497 2018 482 2082 4100 01:00 20 16 13:00 510 495 01:15 19 12 13:15 519 467 01:30 19 7 13:30 467 497 01:45 11 69 10 45 114 13:45 513 2009 479 1938 3947 02:00 12 12 14:00 457 469 02:15 12 11 14:15 440 423 02:30 18 14 14:30 386 521 02:45 17 59 9 46 105 14:45 395 1678 482 1895 3573 03:00 19 16 15:00 399 485 03:15 22 7 15:15 404 549 03:30 16 5 15:30 413 548 03:45 28 85 19 47 132 15:45 378 1594 537 2119 3713 04:00 16 16 16:00 410 611 04:15 29 35 16:15 386 565 04:30 59 39 16:30 393 577 04:45 105 209 38 128 337 16:45 372 1561 621 2374 3935 05:00 75 58 17:00 444 632 05:15 82 65 17:15 435 677 05:30 152 86 17:30 371 631 05:45 257 566 109 318 884 17:45 402 1652 575 2515 4167 06:00 195 126 18:00 336 515 06:15 280 131 18:15 410 539 06:30 281 184 18:30 308 470 06:45 459 1215 215 656 1871 18:45 352 1406 436 1960 3366 07:00 377 191 19:00 304 387 07:15 471 223 19:15 275 320 07:30 582 236 19:30 285 305 07:45 668 2098 250 900 2998 19:45 246 1110 273 1285 2395 08:00 619 250 20:00 266 292 08:15 537 235 20:15 209 238 08:30 574 297 20:30 227 256 08:45 577 2307 279 1061 3368 20:45 196 898 226 1012 1910 09:00 455 301 21:00 191 172 09:15 488 249 21:15 168 151 09:30 458 350 21:30 125 115 09:45 519 1920 282 1182 3102 21:45 140 624 101 539 1163 10:00 456 324 22:00 107 120 10:15 483 335 22:15 112 100 10:30 382 390 22:30 110 91 10:45 456 1777 375 1424 3201 22:45 104 433 84 395 828 11:00 379 470 23:00 77 55 11:15 408 439 23:15 76 42 11:30 444 503 23:30 50 56 11:45 482 1713 532 1944 3657 23:45 39 242 41 194 436 Total Vol.12140 7866 20006 15225 18308 33533 GPS Coordinates:NB SB EB WB Combined 27365 26174 53539 Split %60.7%39.3%37.4%45.4%54.6%62.6% Peak Hour 07:30 11:45 11:45 12:30 16:45 16:45 Volume 2406 2132 4135 2090 2561 4183P.H.F.0.90 0.96 0.95 0.93 0.95 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. Thursday, July 11, 2013 13-1194-001 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 44 34 12:00 0 0 446 523 00:15 0 0 27 31 12:15 0 0 470 526 00:30 0 0 21 23 12:30 0 0 537 514 00:45 0 0 0 0 21 112 21 108 220 12:45 0 0 0 0 487 1940 475 2037 3977 01:00 0 0 17 17 13:00 0 0 498 478 01:15 0 0 18 13 13:15 0 0 479 464 01:30 0 0 16 7 13:30 0 0 459 467 01:45 0 0 0 0 11 61 8 45 106 13:45 0 0 0 0 491 1927 438 1846 3772 02:00 0 0 10 13 14:00 0 0 438 487 02:15 0 0 13 10 14:15 0 0 429 430 02:30 0 0 15 15 14:30 0 0 388 495 02:45 0 0 0 0 14 51 10 47 97 14:45 0 0 0 0 390 1644 468 1878 3522 03:00 0 0 15 14 15:00 0 0 387 496 03:15 0 0 18 8 15:15 0 0 391 539 03:30 0 0 17 8 15:30 0 0 403 530 03:45 0 0 0 0 28 77 16 45 122 15:45 0 0 0 0 372 1552 511 2075 3627 04:00 0 0 21 14 16:00 0 0 398 608 04:15 0 0 35 32 16:15 0 0 382 574 04:30 0 0 63 34 16:30 0 0 376 578 04:45 0 0 0 0 97 215 39 119 334 16:45 0 0 0 0 359 1515 594 2353 3867 05:00 0 0 71 48 17:00 0 0 410 651 05:15 0 0 91 59 17:15 0 0 417 680 05:30 0 0 156 76 17:30 0 0 390 620 05:45 0 0 0 0 259 577 107 290 866 17:45 0 0 0 0 399 1616 586 2537 4152 06:00 0 0 199 149 18:00 0 0 326 504 06:15 0 0 285 133 18:15 0 0 382 513 06:30 0 0 310 193 18:30 0 0 316 459 06:45 0 0 0 0 471 1264 223 697 1961 18:45 0 0 0 0 347 1370 416 1892 3261 07:00 0 0 387 214 19:00 0 0 295 366 07:15 0 0 466 232 19:15 0 0 263 337 07:30 0 0 599 245 19:30 0 0 271 308 07:45 0 0 0 0 686 2137 246 937 3074 19:45 0 0 0 0 239 1067 266 1276 2342 08:00 0 0 574 256 20:00 0 0 254 262 08:15 0 0 562 248 20:15 0 0 185 219 08:30 0 0 570 281 20:30 0 0 214 262 08:45 0 0 0 0 586 2290 274 1059 3349 20:45 0 0 0 0 198 851 202 943 1794 09:00 0 0 464 284 21:00 0 0 190 161 09:15 0 0 461 256 21:15 0 0 159 143 09:30 0 0 463 325 21:30 0 0 132 123 09:45 0 0 0 0 520 1907 278 1142 3049 21:45 0 0 0 0 125 606 91 518 1124 10:00 0 0 455 311 22:00 0 0 105 107 10:15 0 0 446 350 22:15 0 0 104 82 10:30 0 0 395 393 22:30 0 0 100 86 10:45 0 0 0 0 431 1727 377 1430 3157 22:45 0 0 0 0 97 405 78 352 756 11:00 0 0 395 439 23:00 0 0 76 54 11:15 0 0 411 446 23:15 0 0 69 39 11:30 0 0 456 491 23:30 0 0 52 54 11:45 0 0 0 0 443 1705 534 1909 3614 23:45 0 0 0 0 42 239 35 181 420 Total Vol.12119 7825 19944 14727 17885 32611 GPS Coordinates:NB SB Combined 26846 25710 52555 Split %60.8% 39.2%37.9%45.2%54.8%62.1% Peak Hour 07:30 11:45 11:45 12:30 16:45 17:00 Volume 2419 2096 3992 2001 2545 4152 P.H.F.0.88 0.98 0.95 0.93 0.94 0.95 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-001Project# Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. Wednesday, July 10, 2013 Thursday, July 11, 2013 Palomar Airport RoadBetween Paseo Del Norte and Armada DriveWednesday, July 10, 2013End Time 10-Jul1:00 AM 2022:00 AM 973:00 AM 894:00 AM 1115:00 AM 3306:00 AM 8487:00 AM 2,0508:00 AM 3,1499:00 AM 3,32910:00 AM 2,99511:00 AM 3,11212:00 PM 3,5701:00 PM 3,8532:00 PM 3,5973:00 PM 3,4704:00 PM 3,5405:00 PM 3,7996:00 PM 4,1377:00 PM 3,1568:00 PM 2,2899:00 PM 1,67710:00 PM 1,08411:00 PM 68412:00 AM 403Total 5157105001,0001,5002,0002,5003,0003,5004,0004,500Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Paseo Del Norte and Armada DriveThursday, July 11, 2013End Time 11-Jul1:00 AM 2372:00 AM 1143:00 AM 1054:00 AM 1325:00 AM 3376:00 AM 8847:00 AM 1,8718:00 AM 2,9989:00 AM 3,36810:00 AM 3,10211:00 AM 3,20112:00 PM 3,6571:00 PM 4,1002:00 PM 3,9473:00 PM 3,5734:00 PM 3,7135:00 PM 3,9356:00 PM 4,1677:00 PM 3,3668:00 PM 2,3959:00 PM 1,91010:00 PM 1,16311:00 PM 82812:00 AM 436Total 5353905001,0001,5002,0002,5003,0003,5004,0004,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 2 Location: Palomar Airport Road Between Yarrow Drive and El Camino Real Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 27 13 12:00 326 310 00:15 22 16 12:15 244 320 00:30 32 14 12:30 224 299 00:45 18 99 7 50 149 12:45 265 1059 298 1227 2286 01:00 18 9 13:00 255 310 01:15 12 4 13:15 273 279 01:30 11 4 13:30 276 260 01:45 14 55 15 32 87 13:45 282 1086 280 1129 2215 02:00 16 8 14:00 248 307 02:15 7 8 14:15 249 272 02:30 4 11 14:30 250 230 02:45 11 38 9 36 74 14:45 300 1047 294 1103 2150 03:00 3 10 15:00 355 273 03:15 14 8 15:15 305 272 03:30 16 17 15:30 309 298 03:45 8 41 27 62 103 15:45 324 1293 278 1121 2414 04:00 7 19 16:00 353 282 04:15 9 60 16:15 328 287 04:30 21 57 16:30 355 313 04:45 29 66 95 231 297 16:45 385 1421 298 1180 2601 05:00 43 69 17:00 458 318 05:15 44 112 17:15 332 298 05:30 57 127 17:30 391 255 05:45 107 251 251 559 810 17:45 347 1528 266 1137 2665 06:00 79 172 18:00 350 231 06:15 125 224 18:15 298 228 06:30 138 301 18:30 296 177 06:45 177 519 349 1046 1565 18:45 251 1195 163 799 1994 07:00 197 342 19:00 210 156 07:15 203 337 19:15 204 135 07:30 267 379 19:30 176 100 07:45 325 992 466 1524 2516 19:45 181 771 122 513 1284 08:00 274 337 20:00 203 113 08:15 247 341 20:15 146 105 08:30 251 219 20:30 183 89 08:45 239 1011 377 1274 2285 20:45 140 672 76 383 1055 09:00 235 298 21:00 173 65 09:15 207 291 21:15 140 67 09:30 212 257 21:30 100 54 09:45 221 875 258 1104 1979 21:45 87 500 57 243 743 10:00 203 284 22:00 107 36 10:15 219 317 22:15 75 45 10:30 201 263 22:30 79 55 10:45 234 857 251 1115 1972 22:45 50 311 34 170 481 11:00 227 290 23:00 48 21 11:15 240 297 23:15 53 21 11:30 242 284 23:30 50 18 11:45 296 1005 307 1178 2183 23:45 44 195 17 77 272 Total Vol.5809 8211 14020 11078 9082 20160 GPS Coordinates:NB SB EB WB Combined 16887 17293 34180 Split %41.4%58.6%41.0%55.0%45.0%59.0% Peak Hour 07:30 07:00 07:30 16:45 12:00 16:30 Volume 1113 1524 2636 1566 1227 2757 P.H.F.0.86 0.82 0.83 0.85 0.96 0.89 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real PM Project#Tuesday, July 23, 2013 AM Daily Totals 13-1194-002 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 26 15 12:00 291 285 00:15 22 14 12:15 298 305 00:30 25 16 12:30 307 309 00:45 22 95 10 55 150 12:45 282 1178 294 1193 2371 01:00 12 11 13:00 339 303 01:15 9 9 13:15 276 271 01:30 8 8 13:30 272 289 01:45 5 34 4 32 66 13:45 304 1191 278 1141 2332 02:00 10 2 14:00 320 242 02:15 8 6 14:15 297 254 02:30 12 12 14:30 292 229 02:45 8 38 15 35 73 14:45 261 1170 255 980 2150 03:00 4 4 15:00 356 247 03:15 15 6 15:15 340 300 03:30 10 16 15:30 356 307 03:45 9 38 23 49 87 15:45 330 1382 256 1110 2492 04:00 9 26 16:00 353 295 04:15 13 54 16:15 395 239 04:30 27 72 16:30 440 272 04:45 39 88 95 247 335 16:45 429 1617 274 1080 2697 05:00 32 74 17:00 505 273 05:15 55 95 17:15 298 293 05:30 65 147 17:30 336 256 05:45 89 241 210 526 767 17:45 303 1442 262 1084 2526 06:00 79 195 18:00 308 235 06:15 100 232 18:15 262 211 06:30 143 296 18:30 267 159 06:45 165 487 371 1094 1581 18:45 232 1069 167 772 1841 07:00 218 336 19:00 218 135 07:15 198 362 19:15 218 130 07:30 246 393 19:30 183 119 07:45 293 955 472 1563 2518 19:45 157 776 110 494 1270 08:00 253 340 20:00 144 91 08:15 238 339 20:15 131 78 08:30 221 316 20:30 166 81 08:45 190 902 364 1359 2261 20:45 129 570 98 348 918 09:00 172 293 21:00 143 82 09:15 177 261 21:15 126 68 09:30 186 308 21:30 112 53 09:45 188 723 247 1109 1832 21:45 85 466 57 260 726 10:00 152 274 22:00 83 47 10:15 153 224 22:15 80 34 10:30 184 313 22:30 68 55 10:45 210 699 330 1141 1840 22:45 67 298 46 182 480 11:00 221 282 23:00 50 37 11:15 202 312 23:15 62 23 11:30 289 276 23:30 39 26 11:45 312 1024 334 1204 2228 23:45 59 210 17 103 313 Total Vol.5324 8414 13738 11369 8747 20116 GPS Coordinates:NB SB EB WB Combined 16693 17161 33854 Split %38.8%61.2%40.6%56.5%43.5%59.4% Peak Hour 11:45 07:15 07:30 16:15 12:15 16:15 Volume 1208 1567 2574 1769 1211 2827P.H.F.0.97 0.83 0.84 0.88 0.98 0.91 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Wednesday, July 24, 2013 13-1194-002 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 27 14 12:00 0 0 309 298 00:15 0 0 22 15 12:15 0 0 271 313 00:30 0 0 29 15 12:30 0 0 266 304 00:45 0 0 0 0 20 97 9 53 150 12:45 0 0 0 0 274 1119 296 1210 2329 01:00 0 0 15 10 13:00 0 0 297 307 01:15 0 0 11 7 13:15 0 0 275 275 01:30 0 0 10 6 13:30 0 0 274 275 01:45 0 0 0 0 10 45 10 32 77 13:45 0 0 0 0 293 1139 279 1135 2274 02:00 0 0 13 5 14:00 0 0 284 275 02:15 0 0 8 7 14:15 0 0 273 263 02:30 0 0 8 12 14:30 0 0 271 230 02:45 0 0 0 0 10 38 12 36 74 14:45 0 0 0 0 281 1109 275 1042 2150 03:00 0 0 4 7 15:00 0 0 356 260 03:15 0 0 15 7 15:15 0 0 323 286 03:30 0 0 13 17 15:30 0 0 333 303 03:45 0 0 0 0 9 40 25 56 95 15:45 0 0 0 0 327 1338 267 1116 2453 04:00 0 0 8 23 16:00 0 0 353 289 04:15 0 0 11 57 16:15 0 0 362 263 04:30 0 0 24 65 16:30 0 0 398 293 04:45 0 0 0 0 34 77 95 239 316 16:45 0 0 0 0 407 1519 286 1130 2649 05:00 0 0 38 72 17:00 0 0 482 296 05:15 0 0 50 104 17:15 0 0 315 296 05:30 0 0 61 137 17:30 0 0 364 256 05:45 0 0 0 0 98 246 231 543 789 17:45 0 0 0 0 325 1485 264 1111 2596 06:00 0 0 79 184 18:00 0 0 329 233 06:15 0 0 113 228 18:15 0 0 280 220 06:30 0 0 141 299 18:30 0 0 282 168 06:45 0 0 0 0 171 503 360 1070 1573 18:45 0 0 0 0 242 1132 165 786 1918 07:00 0 0 208 339 19:00 0 0 214 146 07:15 0 0 201 350 19:15 0 0 211 133 07:30 0 0 257 386 19:30 0 0 180 110 07:45 0 0 0 0 309 974 469 1544 2517 19:45 0 0 0 0 169 774 116 504 1277 08:00 0 0 264 339 20:00 0 0 174 102 08:15 0 0 243 340 20:15 0 0 139 92 08:30 0 0 236 268 20:30 0 0 175 85 08:45 0 0 0 0 215 957 371 1317 2273 20:45 0 0 0 0 135 621 87 366 987 09:00 0 0 204 296 21:00 0 0 158 74 09:15 0 0 192 276 21:15 0 0 133 68 09:30 0 0 199 283 21:30 0 0 106 54 09:45 0 0 0 0 205 799 253 1107 1906 21:45 0 0 0 0 86 483 57 252 735 10:00 0 0 178 279 22:00 0 0 95 42 10:15 0 0 186 271 22:15 0 0 78 40 10:30 0 0 193 288 22:30 0 0 74 55 10:45 0 0 0 0 222 778 291 1128 1906 22:45 0 0 0 0 59 305 40 176 481 11:00 0 0 224 286 23:00 0 0 49 29 11:15 0 0 221 305 23:15 0 0 58 22 11:30 0 0 266 280 23:30 0 0 45 22 11:45 0 0 0 0 304 1015 321 1191 2206 23:45 0 0 0 0 52 203 17 90 293 Total Vol.5567 8313 13879 11224 8915 20138 GPS Coordinates:NB SB Combined 16790 17227 34017 Split %40.1% 59.9%40.8%55.7%44.3%59.2% Peak Hour 11:30 07:00 07:30 16:15 12:15 16:15 Volume 1149 1544 2605 1648 1219 2785 P.H.F.0.93 0.82 0.84 0.86 0.98 0.90 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-002Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Tuesday, July 23, 2013 Wednesday, July 24, 2013 Palomar Airport RoadBetween Yarrow Drive and El Camino RealTuesday, July 23, 2013End Time 23-Jul1:00 AM 1492:00 AM 873:00 AM 744:00 AM 1035:00 AM 2976:00 AM 8107:00 AM 1,5658:00 AM 2,5169:00 AM 2,28510:00 AM 1,97911:00 AM 1,97212:00 PM 2,1831:00 PM 2,2862:00 PM 2,2153:00 PM 2,1504:00 PM 2,4145:00 PM 2,6016:00 PM 2,6657:00 PM 1,9948:00 PM 1,2849:00 PM 1,05510:00 PM 74311:00 PM 48112:00 AM 272Total 3418005001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Yarrow Drive and El Camino RealWednesday, July 24, 2013End Time 24-Jul1:00 AM 1502:00 AM 663:00 AM 734:00 AM 875:00 AM 3356:00 AM 7677:00 AM 1,5818:00 AM 2,5189:00 AM 2,26110:00 AM 1,83211:00 AM 1,84012:00 PM 2,2281:00 PM 2,3712:00 PM 2,3323:00 PM 2,1504:00 PM 2,4925:00 PM 2,6976:00 PM 2,5267:00 PM 1,8418:00 PM 1,2709:00 PM 91810:00 PM 72611:00 PM 48012:00 AM 313Total 3385405001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 3 Location: Palomar Airport Road Between El Camino Real and Loker Avenue (W.) Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West - Innovation Way AM Period NB SB EB WB PM Period NB SB EB WB 00:00 36 23 12:00 438 417 00:15 35 22 12:15 386 403 00:30 35 22 12:30 405 384 00:45 31 137 11 78 215 12:45 411 1640 416 1620 3260 01:00 17 21 13:00 414 399 01:15 23 9 13:15 409 383 01:30 14 11 13:30 394 363 01:45 8 62 13 54 116 13:45 383 1600 371 1516 3116 02:00 14 8 14:00 395 362 02:15 10 10 14:15 391 304 02:30 13 16 14:30 422 357 02:45 10 47 20 54 101 14:45 430 1638 330 1353 2991 03:00 5 7 15:00 421 324 03:15 16 9 15:15 477 375 03:30 11 29 15:30 512 394 03:45 11 43 38 83 126 15:45 446 1856 381 1474 3330 04:00 7 41 16:00 574 391 04:15 14 61 16:15 538 352 04:30 36 108 16:30 572 435 04:45 60 117 137 347 464 16:45 595 2279 382 1560 3839 05:00 47 92 17:00 690 462 05:15 77 113 17:15 646 438 05:30 100 212 17:30 611 407 05:45 129 353 325 742 1095 17:45 518 2465 358 1665 4130 06:00 117 236 18:00 485 357 06:15 134 338 18:15 455 294 06:30 173 380 18:30 423 255 06:45 264 688 507 1461 2149 18:45 370 1733 226 1132 2865 07:00 243 457 19:00 307 219 07:15 323 472 19:15 301 205 07:30 323 552 19:30 258 169 07:45 457 1346 542 2023 3369 19:45 232 1098 145 738 1836 08:00 369 526 20:00 228 133 08:15 377 460 20:15 192 128 08:30 347 471 20:30 220 117 08:45 345 1438 518 1975 3413 20:45 207 847 137 515 1362 09:00 345 377 21:00 203 124 09:15 313 399 21:15 192 100 09:30 332 378 21:30 157 94 09:45 308 1298 370 1524 2822 21:45 117 669 81 399 1068 10:00 259 321 22:00 133 84 10:15 265 301 22:15 123 56 10:30 306 400 22:30 108 94 10:45 324 1154 376 1398 2552 22:45 110 474 48 282 756 11:00 328 343 23:00 79 70 11:15 324 364 23:15 78 29 11:30 378 366 23:30 65 37 11:45 434 1464 390 1463 2927 23:45 76 298 26 162 460 Total Vol.8147 11202 19349 16597 12416 29013 GPS Coordinates:NB SB EB WB Combined 24744 23618 48362 Split %42.1%57.9%40.0%57.2%42.8%60.0% Peak Hour 11:45 07:15 07:30 16:45 16:30 16:45 Volume 1663 2092 3606 2542 1717 4231 P.H.F.0.95 0.95 0.90 0.92 0.93 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Wednesday, July 24, 2013 AM Daily Totals 13-1194-003 DAY 1 Volumes for:City:Carlsbad Location :Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West - Innovation Way AM Period NB SB EB WB PM Period NB SB EB WB 00:00 57 24 12:00 383 420 00:15 33 24 12:15 444 426 00:30 32 19 12:30 381 399 00:45 30 152 15 82 234 12:45 422 1630 439 1684 3314 01:00 23 12 13:00 405 413 01:15 17 8 13:15 378 404 01:30 24 5 13:30 389 380 01:45 9 73 8 33 106 13:45 411 1583 374 1571 3154 02:00 12 5 14:00 394 353 02:15 9 11 14:15 382 369 02:30 12 16 14:30 486 379 02:45 11 44 9 41 85 14:45 428 1690 309 1410 3100 03:00 12 18 15:00 451 347 03:15 10 17 15:15 472 353 03:30 11 28 15:30 504 360 03:45 18 51 47 110 161 15:45 496 1923 366 1426 3349 04:00 18 39 16:00 542 375 04:15 17 54 16:15 527 407 04:30 29 89 16:30 608 428 04:45 59 123 143 325 448 16:45 589 2266 404 1614 3880 05:00 44 86 17:00 659 476 05:15 69 140 17:15 640 443 05:30 84 206 17:30 600 400 05:45 147 344 347 779 1123 17:45 482 2381 317 1636 4017 06:00 99 227 18:00 479 345 06:15 124 316 18:15 422 296 06:30 159 337 18:30 373 263 06:45 255 637 512 1392 2029 18:45 376 1650 244 1148 2798 07:00 262 391 19:00 318 225 07:15 294 520 19:15 311 221 07:30 344 562 19:30 301 197 07:45 419 1319 543 2016 3335 19:45 252 1182 162 805 1987 08:00 337 551 20:00 269 177 08:15 394 462 20:15 236 136 08:30 296 465 20:30 241 142 08:45 348 1375 463 1941 3316 20:45 223 969 122 577 1546 09:00 337 427 21:00 177 120 09:15 299 394 21:15 201 105 09:30 303 402 21:30 148 102 09:45 273 1212 375 1598 2810 21:45 141 667 105 432 1099 10:00 272 344 22:00 163 93 10:15 256 321 22:15 116 70 10:30 329 397 22:30 140 79 10:45 335 1192 337 1399 2591 22:45 109 528 80 322 850 11:00 344 335 23:00 89 69 11:15 299 364 23:15 75 49 11:30 427 389 23:30 72 33 11:45 399 1469 402 1490 2959 23:45 57 293 23 174 467 Total Vol.7991 11206 19197 16762 12799 29561 GPS Coordinates:NB SB EB WB Combined 24753 24005 48758 Split %41.6%58.4%39.4%56.7%43.3%60.6% Peak Hour 11:30 07:15 07:30 16:30 16:30 16:30 Volume 1653 2176 3612 2496 1751 4247P.H.F.0.93 0.97 0.94 0.95 0.92 0.94 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Thursday, July 25, 2013 13-1194-003 Daily Totals Volumes for:&City:Carlsbad Location :Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West - Innovation Way AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 47 24 12:00 0 0 411 419 00:15 0 0 34 23 12:15 0 0 415 415 00:30 0 0 34 21 12:30 0 0 393 392 00:45 0 0 0 0 31 145 13 80 225 12:45 0 0 0 0 417 1635 428 1652 3287 01:00 0 0 20 17 13:00 0 0 410 406 01:15 0 0 20 9 13:15 0 0 394 394 01:30 0 0 19 8 13:30 0 0 392 372 01:45 0 0 0 0 9 68 11 44 111 13:45 0 0 0 0 397 1592 373 1544 3135 02:00 0 0 13 7 14:00 0 0 395 358 02:15 0 0 10 11 14:15 0 0 387 337 02:30 0 0 13 16 14:30 0 0 454 368 02:45 0 0 0 0 11 46 15 48 93 14:45 0 0 0 0 429 1664 320 1382 3046 03:00 0 0 9 13 15:00 0 0 436 336 03:15 0 0 13 13 15:15 0 0 475 364 03:30 0 0 11 29 15:30 0 0 508 377 03:45 0 0 0 0 15 47 43 97 144 15:45 0 0 0 0 471 1890 374 1450 3340 04:00 0 0 13 40 16:00 0 0 558 383 04:15 0 0 16 58 16:15 0 0 533 380 04:30 0 0 33 99 16:30 0 0 590 432 04:45 0 0 0 0 60 120 140 336 456 16:45 0 0 0 0 592 2273 393 1587 3860 05:00 0 0 46 89 17:00 0 0 675 469 05:15 0 0 73 127 17:15 0 0 643 441 05:30 0 0 92 209 17:30 0 0 606 404 05:45 0 0 0 0 138 349 336 761 1109 17:45 0 0 0 0 500 2423 338 1651 4074 06:00 0 0 108 232 18:00 0 0 482 351 06:15 0 0 129 327 18:15 0 0 439 295 06:30 0 0 166 359 18:30 0 0 398 259 06:45 0 0 0 0 260 663 510 1427 2089 18:45 0 0 0 0 373 1692 235 1140 2832 07:00 0 0 253 424 19:00 0 0 313 222 07:15 0 0 309 496 19:15 0 0 306 213 07:30 0 0 334 557 19:30 0 0 280 183 07:45 0 0 0 0 438 1333 543 2020 3352 19:45 0 0 0 0 242 1140 154 772 1912 08:00 0 0 353 539 20:00 0 0 249 155 08:15 0 0 386 461 20:15 0 0 214 132 08:30 0 0 322 468 20:30 0 0 231 130 08:45 0 0 0 0 347 1407 491 1958 3365 20:45 0 0 0 0 215 908 130 546 1454 09:00 0 0 341 402 21:00 0 0 190 122 09:15 0 0 306 397 21:15 0 0 197 103 09:30 0 0 318 390 21:30 0 0 153 98 09:45 0 0 0 0 291 1255 373 1561 2816 21:45 0 0 0 0 129 668 93 416 1084 10:00 0 0 266 333 22:00 0 0 148 89 10:15 0 0 261 311 22:15 0 0 120 63 10:30 0 0 318 399 22:30 0 0 124 87 10:45 0 0 0 0 330 1173 357 1399 2572 22:45 0 0 0 0 110 501 64 302 803 11:00 0 0 336 339 23:00 0 0 84 70 11:15 0 0 312 364 23:15 0 0 77 39 11:30 0 0 403 378 23:30 0 0 69 35 11:45 0 0 0 0 417 1467 396 1477 2943 23:45 0 0 0 0 67 296 25 168 464 Total Vol.8069 11204 19273 16680 12608 29287 GPS Coordinates:NB SB Combined 24749 23812 48560 Split %41.9% 58.1%39.7%57.0%43.0%60.3% Peak Hour 11:30 07:15 07:30 16:45 16:30 16:30 Volume 1645 2134 3609 2515 1734 4234 P.H.F.0.99 0.96 0.92 0.93 0.92 0.93 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-003Project#Wednesday, July 24, 2013 Thursday, July 25, 2013 Palomar Airport Road Between El Camino Real and Loker Avenue (W) Wednesday, July 24, 2013 End Time 24-Jul 1:00 AM 215 2:00 AM 116 3:00 AM 101 4:00 AM 126 5:00 AM 464 6:00 AM 1,095 7:00 AM 2,149 8:00 AM 3,369 9:00 AM 3,413 10:00 AM 2,822 11:00 AM 2,552 12:00 PM 2,927 1:00 PM 3,260 2:00 PM 3,116 3:00 PM 2,991 4:00 PM 3,330 5:00 PM 3,839 6:00 PM 4,130 7:00 PM 2,865 8:00 PM 1,836 9:00 PM 1,362 10:00 PM 1,068 11:00 PM 756 12:00 AM 460 Total 48362 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport Road Between El Camino Real and Loker Avenue (W) Thursday, July 25, 2013 End Time 25-Jul 1:00 AM 234 2:00 AM 106 3:00 AM 85 4:00 AM 161 5:00 AM 448 6:00 AM 1,123 7:00 AM 2,029 8:00 AM 3,335 9:00 AM 3,316 10:00 AM 2,810 11:00 AM 2,591 12:00 PM 2,959 1:00 PM 3,314 2:00 PM 3,154 3:00 PM 3,100 4:00 PM 3,349 5:00 PM 3,880 6:00 PM 4,017 7:00 PM 2,798 8:00 PM 1,987 9:00 PM 1,546 10:00 PM 1,099 11:00 PM 850 12:00 AM 467 Total 48758 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 4 Location: Palomar Airport Road Between Melrose Drive and Paseo Valindo Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo AM Period NB SB EB WB PM Period NB SB EB WB 00:00 27 16 12:00 306 256 00:15 24 10 12:15 238 244 00:30 26 9 12:30 267 235 00:45 23 100 6 41 141 12:45 256 1067 289 1024 2091 01:00 17 9 13:00 291 281 01:15 16 4 13:15 237 264 01:30 15 8 13:30 284 257 01:45 3 51 8 29 80 13:45 225 1037 212 1014 2051 02:00 11 5 14:00 290 208 02:15 4 10 14:15 255 214 02:30 9 13 14:30 358 220 02:45 7 31 13 41 72 14:45 309 1212 192 834 2046 03:00 4 3 15:00 315 202 03:15 5 13 15:15 366 235 03:30 6 24 15:30 373 222 03:45 9 24 24 64 88 15:45 344 1398 210 869 2267 04:00 4 25 16:00 419 261 04:15 2 45 16:15 437 249 04:30 19 74 16:30 432 248 04:45 18 43 110 254 297 16:45 428 1716 255 1013 2729 05:00 25 66 17:00 478 284 05:15 33 104 17:15 428 299 05:30 41 175 17:30 460 232 05:45 55 154 297 642 796 17:45 359 1725 242 1057 2782 06:00 53 185 18:00 336 188 06:15 72 211 18:15 310 189 06:30 84 336 18:30 290 158 06:45 136 345 326 1058 1403 18:45 220 1156 137 672 1828 07:00 130 327 19:00 248 111 07:15 197 314 19:15 194 113 07:30 164 376 19:30 187 113 07:45 188 679 394 1411 2090 19:45 134 763 104 441 1204 08:00 215 290 20:00 183 87 08:15 207 301 20:15 127 85 08:30 199 319 20:30 137 63 08:45 196 817 278 1188 2005 20:45 124 571 100 335 906 09:00 189 263 21:00 135 68 09:15 211 250 21:15 123 76 09:30 211 244 21:30 95 81 09:45 172 783 227 984 1767 21:45 64 417 64 289 706 10:00 188 196 22:00 82 54 10:15 206 226 22:15 79 36 10:30 189 205 22:30 98 41 10:45 185 768 225 852 1620 22:45 65 324 30 161 485 11:00 206 215 23:00 64 39 11:15 206 227 23:15 51 18 11:30 265 197 23:30 43 26 11:45 239 916 258 897 1813 23:45 38 196 8 91 287 Total Vol.4711 7461 12172 11582 7800 19382 GPS Coordinates:NB SB EB WB Combined 16293 15261 31554 Split %38.7%61.3%38.6%59.8%40.2%61.4% Peak Hour 11:45 07:00 07:15 16:45 12:45 16:45 Volume 1050 1411 2138 1794 1091 2864 P.H.F.0.86 0.90 0.92 0.94 0.94 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Wednesday, July 24, 2013 AM Daily Totals 13-1194-004 DAY 1 Volumes for:City:Carlsbad Location :Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo AM Period NB SB EB WB PM Period NB SB EB WB 00:00 40 15 12:00 251 253 00:15 31 9 12:15 258 256 00:30 16 10 12:30 264 262 00:45 18 105 9 43 148 12:45 221 994 255 1026 2020 01:00 12 9 13:00 257 281 01:15 13 4 13:15 224 258 01:30 13 2 13:30 268 252 01:45 9 47 7 22 69 13:45 261 1010 267 1058 2068 02:00 8 5 14:00 299 195 02:15 6 5 14:15 253 225 02:30 5 14 14:30 354 223 02:45 8 27 8 32 59 14:45 289 1195 239 882 2077 03:00 9 10 15:00 303 191 03:15 7 13 15:15 341 207 03:30 8 19 15:30 355 227 03:45 12 36 31 73 109 15:45 364 1363 204 829 2192 04:00 13 20 16:00 369 248 04:15 2 34 16:15 394 233 04:30 12 75 16:30 423 237 04:45 30 57 116 245 302 16:45 382 1568 243 961 2529 05:00 23 74 17:00 493 270 05:15 29 103 17:15 450 245 05:30 40 168 17:30 411 224 05:45 51 143 309 654 797 17:45 334 1688 188 927 2615 06:00 41 166 18:00 338 208 06:15 69 202 18:15 283 186 06:30 76 294 18:30 299 171 06:45 130 316 351 1013 1329 18:45 228 1148 173 738 1886 07:00 138 296 19:00 229 143 07:15 176 342 19:15 205 150 07:30 179 392 19:30 191 122 07:45 174 667 385 1415 2082 19:45 172 797 119 534 1331 08:00 194 329 20:00 182 97 08:15 199 334 20:15 141 106 08:30 187 281 20:30 151 84 08:45 181 761 286 1230 1991 20:45 155 629 67 354 983 09:00 214 275 21:00 126 76 09:15 202 249 21:15 111 84 09:30 180 273 21:30 94 91 09:45 160 756 214 1011 1767 21:45 109 440 64 315 755 10:00 179 229 22:00 92 61 10:15 168 199 22:15 81 54 10:30 175 228 22:30 106 41 10:45 186 708 211 867 1575 22:45 86 365 38 194 559 11:00 217 222 23:00 75 36 11:15 180 234 23:15 57 24 11:30 232 228 23:30 51 18 11:45 255 884 265 949 1833 23:45 33 216 13 91 307 Total Vol.4507 7554 12061 11413 7909 19322 GPS Coordinates:NB SB EB WB Combined 15920 15463 31383 Split %37.4%62.6%38.4%59.1%40.9%61.6% Peak Hour 11:45 07:15 07:30 16:30 13:00 16:30 Volume 1028 1448 2186 1748 1058 2743P.H.F.0.97 0.92 0.96 0.89 0.94 0.90 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Thursday, July 25, 2013 13-1194-004 Daily Totals Volumes for:&City:Carlsbad Location :Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 34 16 12:00 0 0 279 255 00:15 0 0 28 10 12:15 0 0 248 250 00:30 0 0 21 10 12:30 0 0 266 249 00:45 0 0 0 0 21 103 8 42 145 12:45 0 0 0 0 239 1031 272 1025 2056 01:00 0 0 15 9 13:00 0 0 274 281 01:15 0 0 15 4 13:15 0 0 231 261 01:30 0 0 14 5 13:30 0 0 276 255 01:45 0 0 0 0 6 49 8 26 75 13:45 0 0 0 0 243 1024 240 1036 2060 02:00 0 0 10 5 14:00 0 0 295 202 02:15 0 0 5 8 14:15 0 0 254 220 02:30 0 0 7 14 14:30 0 0 356 222 02:45 0 0 0 0 8 29 11 37 66 14:45 0 0 0 0 299 1204 216 858 2062 03:00 0 0 7 7 15:00 0 0 309 197 03:15 0 0 6 13 15:15 0 0 354 221 03:30 0 0 7 22 15:30 0 0 364 225 03:45 0 0 0 0 11 30 28 69 99 15:45 0 0 0 0 354 1381 207 849 2230 04:00 0 0 9 23 16:00 0 0 394 255 04:15 0 0 2 40 16:15 0 0 416 241 04:30 0 0 16 75 16:30 0 0 428 243 04:45 0 0 0 0 24 50 113 250 300 16:45 0 0 0 0 405 1642 249 987 2629 05:00 0 0 24 70 17:00 0 0 486 277 05:15 0 0 31 104 17:15 0 0 439 272 05:30 0 0 41 172 17:30 0 0 436 228 05:45 0 0 0 0 53 149 303 648 797 17:45 0 0 0 0 347 1707 215 992 2699 06:00 0 0 47 176 18:00 0 0 337 198 06:15 0 0 71 207 18:15 0 0 297 188 06:30 0 0 80 315 18:30 0 0 295 165 06:45 0 0 0 0 133 331 339 1036 1366 18:45 0 0 0 0 224 1152 155 705 1857 07:00 0 0 134 312 19:00 0 0 239 127 07:15 0 0 187 328 19:15 0 0 200 132 07:30 0 0 172 384 19:30 0 0 189 118 07:45 0 0 0 0 181 673 390 1413 2086 19:45 0 0 0 0 153 780 112 488 1268 08:00 0 0 205 310 20:00 0 0 183 92 08:15 0 0 203 318 20:15 0 0 134 96 08:30 0 0 193 300 20:30 0 0 144 74 08:45 0 0 0 0 189 789 282 1209 1998 20:45 0 0 0 0 140 600 84 345 945 09:00 0 0 202 269 21:00 0 0 131 72 09:15 0 0 207 250 21:15 0 0 117 80 09:30 0 0 196 259 21:30 0 0 95 86 09:45 0 0 0 0 166 770 221 998 1767 21:45 0 0 0 0 87 429 64 302 731 10:00 0 0 184 213 22:00 0 0 87 58 10:15 0 0 187 213 22:15 0 0 80 45 10:30 0 0 182 217 22:30 0 0 102 41 10:45 0 0 0 0 186 738 218 860 1598 22:45 0 0 0 0 76 345 34 178 522 11:00 0 0 212 219 23:00 0 0 70 38 11:15 0 0 193 231 23:15 0 0 54 21 11:30 0 0 249 213 23:30 0 0 47 22 11:45 0 0 0 0 247 900 262 923 1823 23:45 0 0 0 0 36 206 11 91 297 Total Vol.4609 7508 12117 11498 7855 19352 GPS Coordinates:NB SB Combined 16107 15362 31469 Split %38.0% 62.0%38.5%59.4%40.6%61.5% Peak Hour 11:45 07:00 07:30 16:45 12:45 16:30 Volume 1039 1413 2161 1765 1069 2798 P.H.F.0.93 0.91 0.95 0.91 0.95 0.92 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-004Project#Wednesday, July 24, 2013 Thursday, July 25, 2013 Palomar Airport RoadBetween Melrose Drive and Paseo ValindoWednesday, July 24, 2013End Time 24-Jul1:00 AM 1412:00 AM 803:00 AM 724:00 AM 885:00 AM 2976:00 AM 7967:00 AM 1,4038:00 AM 2,0909:00 AM 2,00510:00 AM 1,76711:00 AM 1,62012:00 PM 1,8131:00 PM 2,0912:00 PM 2,0513:00 PM 2,0464:00 PM 2,4145:00 PM 2,7296:00 PM 2,7827:00 PM 1,8288:00 PM 1,2049:00 PM 90610:00 PM 70611:00 PM 48512:00 AM 287Total 3170105001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Melrose Drive and Paseo ValindoThursday, July 25, 2013End Time 25-Jul1:00 AM 1482:00 AM 693:00 AM 594:00 AM 1095:00 AM 3026:00 AM 7977:00 AM 1,3298:00 AM 2,0829:00 AM 1,99110:00 AM 1,76711:00 AM 1,57512:00 PM 1,8331:00 PM 2,0202:00 PM 2,0683:00 PM 2,0774:00 PM 2,1925:00 PM 2,5296:00 PM 2,6157:00 PM 1,8868:00 PM 1,3319:00 PM 98310:00 PM 75511:00 PM 55912:00 AM 307Total 3138305001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 5 Location: El Camino Real Between Plaza Drive and Marron Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :El Camino Real btwn. Plaza Dr. & Marron Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 25 22 12:00 244 203 00:15 28 13 12:15 255 240 00:30 21 17 12:30 252 246 00:45 25 99 6 58 157 12:45 251 1002 235 924 1926 01:00 14 15 13:00 238 198 01:15 10 5 13:15 269 239 01:30 8 12 13:30 241 226 01:45 9 41 5 37 78 13:45 302 1050 231 894 1944 02:00 9 3 14:00 253 205 02:15 4 2 14:15 248 234 02:30 2 7 14:30 262 229 02:45 4 19 4 16 35 14:45 338 1101 245 913 2014 03:00 8 3 15:00 275 219 03:15 2 6 15:15 285 201 03:30 7 13 15:30 297 215 03:45 5 22 18 40 62 15:45 328 1185 279 914 2099 04:00 8 7 16:00 336 273 04:15 14 14 16:15 349 213 04:30 10 37 16:30 351 259 04:45 23 55 49 107 162 16:45 345 1381 268 1013 2394 05:00 35 29 17:00 375 269 05:15 46 62 17:15 303 273 05:30 64 93 17:30 352 254 05:45 75 220 157 341 561 17:45 377 1407 233 1029 2436 06:00 83 90 18:00 313 211 06:15 95 118 18:15 271 237 06:30 119 218 18:30 231 208 06:45 122 419 271 697 1116 18:45 226 1041 189 845 1886 07:00 138 221 19:00 198 166 07:15 127 251 19:15 201 155 07:30 164 326 19:30 185 118 07:45 173 602 307 1105 1707 19:45 132 716 149 588 1304 08:00 169 241 20:00 146 129 08:15 181 286 20:15 173 150 08:30 149 256 20:30 159 124 08:45 198 697 222 1005 1702 20:45 138 616 115 518 1134 09:00 147 215 21:00 160 129 09:15 175 197 21:15 111 99 09:30 164 158 21:30 108 80 09:45 187 673 189 759 1432 21:45 92 471 70 378 849 10:00 187 195 22:00 74 80 10:15 179 258 22:15 77 62 10:30 207 182 22:30 68 40 10:45 202 775 182 817 1592 22:45 67 286 41 223 509 11:00 187 193 23:00 59 56 11:15 177 228 23:15 51 40 11:30 219 215 23:30 34 23 11:45 258 841 219 855 1696 23:45 28 172 15 134 306 Total Vol.4463 5837 10300 10428 8373 18801 GPS Coordinates:NB SB EB WB Combined 14891 14210 29101 Split %43.3%56.7%35.4%55.5%44.5%64.6% Peak Hour 11:45 07:30 11:45 16:15 16:30 16:30 Volume 1009 1160 1917 1420 1069 2443 P.H.F.0.98 0.89 0.96 0.95 0.98 0.95 Tuesday, August 06, 2013 AM Daily Totals 13-1194-005 DAY 1 PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# Volumes for:City:Carlsbad Location :El Camino Real btwn. Plaza Dr. & Marron Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 34 12:00 231 224 00:15 31 19 12:15 243 254 00:30 21 9 12:30 237 226 00:45 9 90 16 78 168 12:45 237 948 249 953 1901 01:00 8 20 13:00 233 224 01:15 7 13 13:15 271 278 01:30 9 19 13:30 235 261 01:45 16 40 10 62 102 13:45 281 1020 242 1005 2025 02:00 12 7 14:00 258 202 02:15 6 8 14:15 265 239 02:30 9 8 14:30 291 248 02:45 5 32 3 26 58 14:45 293 1107 238 927 2034 03:00 4 5 15:00 289 203 03:15 3 2 15:15 284 231 03:30 10 12 15:30 293 238 03:45 5 22 11 30 52 15:45 329 1195 245 917 2112 04:00 11 9 16:00 333 270 04:15 11 21 16:15 343 306 04:30 11 35 16:30 342 255 04:45 28 61 60 125 186 16:45 356 1374 278 1109 2483 05:00 37 32 17:00 341 232 05:15 42 62 17:15 366 305 05:30 58 106 17:30 381 255 05:45 73 210 138 338 548 17:45 348 1436 245 1037 2473 06:00 79 101 18:00 291 230 06:15 85 125 18:15 287 228 06:30 108 200 18:30 313 233 06:45 143 415 258 684 1099 18:45 230 1121 192 883 2004 07:00 138 219 19:00 212 171 07:15 130 276 19:15 202 140 07:30 138 299 19:30 159 143 07:45 178 584 356 1150 1734 19:45 155 728 143 597 1325 08:00 179 244 20:00 173 128 08:15 184 240 20:15 149 123 08:30 168 257 20:30 132 135 08:45 168 699 235 976 1675 20:45 125 579 123 509 1088 09:00 176 181 21:00 156 101 09:15 201 186 21:15 93 101 09:30 201 173 21:30 106 98 09:45 232 810 193 733 1543 21:45 101 456 73 373 829 10:00 199 159 22:00 85 65 10:15 216 213 22:15 59 56 10:30 252 201 22:30 36 38 10:45 248 915 184 757 1672 22:45 62 242 33 192 434 11:00 228 231 23:00 52 26 11:15 218 212 23:15 38 24 11:30 238 224 23:30 34 15 11:45 236 920 237 904 1824 23:45 27 151 24 89 240 Total Vol.4798 5863 10661 10357 8591 18948 GPS Coordinates:NB SB EB WB Combined 15155 14454 29609 Split %45.0%55.0%36.0%54.7%45.3%64.0% Peak Hour 11:30 07:15 11:45 16:45 16:00 16:45 Volume 948 1175 1888 1444 1109 2514P.H.F.0.98 0.83 0.95 0.95 0.91 0.94 0 AM PM Project#Wednesday, August 07, 2013 13-1194-005 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Volumes for:&City:Carlsbad Location :El Camino Real btwn. Plaza Dr. & Marron Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 27 28 0 0 12:00 238 214 0 0 00:15 30 16 0 0 12:15 249 247 0 0 00:30 21 13 0 0 12:30 245 236 0 0 00:45 17 95 11 68 0 0 0 0 163 12:45 244 975 242 939 0 0 0 0 1914 01:00 11 18 0 0 13:00 236 211 0 0 01:15 9 9 0 0 13:15 270 259 0 0 01:30 9 16 0 0 13:30 238 244 0 0 01:45 13 41 8 50 0 0 0 0 90 13:45 292 1035 237 950 0 0 0 0 1985 02:00 11 5 0 0 14:00 256 204 0 0 02:15 5 5 0 0 14:15 257 237 0 0 02:30 6 8 0 0 14:30 277 239 0 0 02:45 5 26 4 21 0 0 0 0 47 14:45 316 1104 242 920 0 0 0 0 2024 03:00 6 4 0 0 15:00 282 211 0 0 03:15 3 4 0 0 15:15 285 216 0 0 03:30 9 13 0 0 15:30 295 227 0 0 03:45 5 22 15 35 0 0 0 0 57 15:45 329 1190 262 916 0 0 0 0 2106 04:00 10 8 0 0 16:00 335 272 0 0 04:15 13 18 0 0 16:15 346 260 0 0 04:30 11 36 0 0 16:30 347 257 0 0 04:45 26 58 55 116 0 0 0 0 174 16:45 351 1378 273 1061 0 0 0 0 2439 05:00 36 31 0 0 17:00 358 251 0 0 05:15 44 62 0 0 17:15 335 289 0 0 05:30 61 100 0 0 17:30 367 255 0 0 05:45 74 215 148 340 0 0 0 0 555 17:45 363 1422 239 1033 0 0 0 0 2455 06:00 81 96 0 0 18:00 302 221 0 0 06:15 90 122 0 0 18:15 279 233 0 0 06:30 114 209 0 0 18:30 272 221 0 0 06:45 133 417 265 691 0 0 0 0 1108 18:45 228 1081 191 864 0 0 0 0 1945 07:00 138 220 0 0 19:00 205 169 0 0 07:15 129 264 0 0 19:15 202 148 0 0 07:30 151 313 0 0 19:30 172 131 0 0 07:45 176 593 332 1128 0 0 0 0 1721 19:45 144 722 146 593 0 0 0 0 1315 08:00 174 243 0 0 20:00 160 129 0 0 08:15 183 263 0 0 20:15 161 137 0 0 08:30 159 257 0 0 20:30 146 130 0 0 08:45 183 698 229 991 0 0 0 0 1689 20:45 132 598 119 514 0 0 0 0 1111 09:00 162 198 0 0 21:00 158 115 0 0 09:15 188 192 0 0 21:15 102 100 0 0 09:30 183 166 0 0 21:30 107 89 0 0 09:45 210 742 191 746 0 0 0 0 1488 21:45 97 464 72 376 0 0 0 0 839 10:00 193 177 0 0 22:00 80 73 0 0 10:15 198 236 0 0 22:15 68 59 0 0 10:30 230 192 0 0 22:30 52 39 0 0 10:45 225 845 183 787 0 0 0 0 1632 22:45 65 264 37 208 0 0 0 0 472 11:00 208 212 0 0 23:00 56 41 0 0 11:15 198 220 0 0 23:15 45 32 0 0 11:30 229 220 0 0 23:30 34 19 0 0 11:45 247 881 228 880 0 0 0 0 1760 23:45 28 162 20 112 0 0 0 0 273 Total Vol.4631 5850 10481 10393 8482 18875 GPS Coordinates:NB SB Combined 15023 14332 29355 Split %44.2%55.8%35.7%55.1%44.9%64.3% Peak Hour 11:45 07:15 11:45 17:00 16:30 16:45 Volume 978 1150 1903 1422 1070 2477 P.H.F.0.98 0.87 0.96 0.97 0.93 0.99 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-005Project#Tuesday, August 06, 2013 Wednesday, August 07, 2013 El Camino RealBetween Plaza Drive and Marron RoadTuesday, August 6, 2013End Time 6-Aug1:00 AM 1572:00 AM 783:00 AM 354:00 AM 625:00 AM 1626:00 AM 5617:00 AM 1,1168:00 AM 1,7079:00 AM 1,70210:00 AM 1,43211:00 AM 1,59212:00 PM 1,6961:00 PM 2,2862:00 PM 1,9443:00 PM 2,0144:00 PM 2,0995:00 PM 2,3946:00 PM 2,4367:00 PM 1,8868:00 PM 1,3049:00 PM 1,13410:00 PM 84911:00 PM 50912:00 AM 306Total 2946105001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Plaza Drive and Marron RoadWednesday, August 7, 2013End Time 7-Aug1:00 AM 1682:00 AM 1023:00 AM 584:00 AM 525:00 AM 1866:00 AM 5487:00 AM 1,0998:00 AM 1,7349:00 AM 1,67510:00 AM 1,54311:00 AM 1,67212:00 PM 1,8241:00 PM 1,9012:00 PM 2,0253:00 PM 2,0344:00 PM 2,1125:00 PM 2,4836:00 PM 2,4737:00 PM 2,0048:00 PM 1,3259:00 PM 1,08810:00 PM 82911:00 PM 43412:00 AM 240Total 2960905001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 6 Location: El Camino Real Between Tamarack Avenue and Kelly Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 22 10 12:00 224 240 00:15 9 10 12:15 192 265 00:30 13 5 12:30 185 252 00:45 15 59 17 42 101 12:45 188 789 249 1006 1795 01:00 11 9 13:00 204 258 01:15 12 5 13:15 185 268 01:30 6 8 13:30 216 221 01:45 7 36 6 28 64 13:45 157 762 277 1024 1786 02:00 11 2 14:00 198 250 02:15 5 0 14:15 179 247 02:30 4 0 14:30 230 229 02:45 5 25 13 15 40 14:45 193 800 248 974 1774 03:00 0 0 15:00 164 192 03:15 6 5 15:15 220 205 03:30 6 8 15:30 299 244 03:45 0 12 14 27 39 15:45 307 990 222 863 1853 04:00 2 6 16:00 193 235 04:15 0 17 16:15 232 232 04:30 1 42 16:30 303 255 04:45 0 3 58 123 126 16:45 402 1130 277 999 2129 05:00 0 46 17:00 424 225 05:15 3 52 17:15 500 218 05:30 2 112 17:30 446 207 05:45 2 7 128 338 345 17:45 321 1691 211 861 2552 06:00 3 127 18:00 291 147 06:15 0 161 18:15 244 174 06:30 10 242 18:30 218 157 06:45 13 26 337 867 893 18:45 183 936 120 598 1534 07:00 15 263 19:00 117 119 07:15 51 372 19:15 36 106 07:30 72 411 19:30 39 87 07:45 127 265 471 1517 1782 19:45 29 221 110 422 643 08:00 132 372 20:00 34 92 08:15 115 354 20:15 27 88 08:30 138 323 20:30 27 95 08:45 147 532 300 1349 1881 20:45 26 114 88 363 477 09:00 144 241 21:00 19 79 09:15 134 214 21:15 22 71 09:30 138 201 21:30 13 67 09:45 164 580 221 877 1457 21:45 8 62 52 269 331 10:00 167 159 22:00 17 49 10:15 129 191 22:15 11 33 10:30 172 180 22:30 12 34 10:45 171 639 204 734 1373 22:45 5 45 26 142 187 11:00 196 189 23:00 8 23 11:15 164 224 23:15 4 11 11:30 213 201 23:30 4 16 11:45 207 780 235 849 1629 23:45 5 21 14 64 85 Total Vol.2964 6766 9730 7561 7585 15146 GPS Coordinates:NB SB EB WB Combined 10525 14351 24876 Split %30.5%69.5%39.1%49.9%50.1%60.9% Peak Hour 11:30 07:15 07:30 16:45 12:30 16:45 Volume 836 1626 2054 1772 1027 2699 P.H.F.0.93 0.86 0.86 0.89 0.96 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Tamarack Ave. & Kelly Dr. PM Project#Wednesday, July 17, 2013 AM Daily Totals 13-1194-006 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 10 12:00 242 211 00:15 3 13 12:15 228 236 00:30 5 6 12:30 219 267 00:45 2 16 6 35 51 12:45 199 888 298 1012 1900 01:00 2 7 13:00 186 240 01:15 2 5 13:15 181 302 01:30 1 7 13:30 232 270 01:45 1 6 7 26 32 13:45 201 800 284 1096 1896 02:00 0 4 14:00 223 216 02:15 0 3 14:15 187 212 02:30 0 13 14:30 272 211 02:45 1 1 6 26 27 14:45 213 895 200 839 1734 03:00 0 4 15:00 250 226 03:15 0 5 15:15 267 208 03:30 0 12 15:30 322 220 03:45 0 0 11 32 32 15:45 317 1156 207 861 2017 04:00 0 7 16:00 347 230 04:15 0 13 16:15 362 234 04:30 2 44 16:30 405 187 04:45 2 4 64 128 132 16:45 468 1582 203 854 2436 05:00 2 36 17:00 411 196 05:15 1 51 17:15 437 209 05:30 1 91 17:30 476 187 05:45 5 9 149 327 336 17:45 303 1627 202 794 2421 06:00 9 105 18:00 312 188 06:15 6 145 18:15 219 197 06:30 18 204 18:30 228 189 06:45 25 58 348 802 860 18:45 172 931 145 719 1650 07:00 12 299 19:00 153 112 07:15 16 343 19:15 158 111 07:30 22 456 19:30 130 105 07:45 26 76 496 1594 1670 19:45 120 561 87 415 976 08:00 36 351 20:00 111 86 08:15 25 353 20:15 26 93 08:30 36 343 20:30 25 85 08:45 36 133 340 1387 1520 20:45 20 182 78 342 524 09:00 75 275 21:00 20 74 09:15 143 225 21:15 14 73 09:30 165 230 21:30 12 61 09:45 171 554 238 968 1522 21:45 13 59 52 260 319 10:00 144 195 22:00 7 47 10:15 129 228 22:15 14 42 10:30 182 242 22:30 11 30 10:45 146 601 209 874 1475 22:45 6 38 23 142 180 11:00 173 215 23:00 7 34 11:15 183 215 23:15 3 25 11:30 220 237 23:30 5 16 11:45 203 779 257 924 1703 23:45 2 17 15 90 107 Total Vol.2237 7123 9360 8736 7424 16160 GPS Coordinates:NB SB EB WB Combined 10973 14547 25520 Split %23.9%76.1%36.7%54.1%45.9%63.3% Peak Hour 11:30 07:30 11:45 16:45 12:45 16:45 Volume 893 1656 1863 1792 1110 2587P.H.F.0.92 0.83 0.96 0.94 0.92 0.96 0 AM PM Project# El Camino Real btwn. Tamarack Ave. & Kelly Dr. Thursday, July 18, 2013 13-1194-006 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 10 0 0 12:00 233 226 0 0 00:15 6 12 0 0 12:15 210 251 0 0 00:30 9 6 0 0 12:30 202 260 0 0 00:45 9 38 12 39 0 0 0 0 76 12:45 194 839 274 1009 0 0 0 0 1848 01:00 7 8 0 0 13:00 195 249 0 0 01:15 7 5 0 0 13:15 183 285 0 0 01:30 4 8 0 0 13:30 224 246 0 0 01:45 4 21 7 27 0 0 0 0 48 13:45 179 781 281 1060 0 0 0 0 1841 02:00 6 3 0 0 14:00 211 233 0 0 02:15 3 2 0 0 14:15 183 230 0 0 02:30 2 7 0 0 14:30 251 220 0 0 02:45 3 13 10 21 0 0 0 0 34 14:45 203 848 224 907 0 0 0 0 1754 03:00 0 2 0 0 15:00 207 209 0 0 03:15 3 5 0 0 15:15 244 207 0 0 03:30 3 10 0 0 15:30 311 232 0 0 03:45 0 6 13 30 0 0 0 0 36 15:45 312 1073 215 862 0 0 0 0 1935 04:00 1 7 0 0 16:00 270 233 0 0 04:15 0 15 0 0 16:15 297 233 0 0 04:30 2 43 0 0 16:30 354 221 0 0 04:45 1 4 61 126 0 0 0 0 129 16:45 435 1356 240 927 0 0 0 0 2283 05:00 1 41 0 0 17:00 418 211 0 0 05:15 2 52 0 0 17:15 469 214 0 0 05:30 2 102 0 0 17:30 461 197 0 0 05:45 4 8 139 333 0 0 0 0 341 17:45 312 1659 207 828 0 0 0 0 2487 06:00 6 116 0 0 18:00 302 168 0 0 06:15 3 153 0 0 18:15 232 186 0 0 06:30 14 223 0 0 18:30 223 173 0 0 06:45 19 42 343 835 0 0 0 0 877 18:45 178 934 133 659 0 0 0 0 1592 07:00 14 281 0 0 19:00 135 116 0 0 07:15 34 358 0 0 19:15 97 109 0 0 07:30 47 434 0 0 19:30 85 96 0 0 07:45 77 171 484 1556 0 0 0 0 1726 19:45 75 391 99 419 0 0 0 0 810 08:00 84 362 0 0 20:00 73 89 0 0 08:15 70 354 0 0 20:15 27 91 0 0 08:30 87 333 0 0 20:30 26 90 0 0 08:45 92 333 320 1368 0 0 0 0 1701 20:45 23 148 83 353 0 0 0 0 501 09:00 110 258 0 0 21:00 20 77 0 0 09:15 139 220 0 0 21:15 18 72 0 0 09:30 152 216 0 0 21:30 13 64 0 0 09:45 168 567 230 923 0 0 0 0 1490 21:45 11 61 52 265 0 0 0 0 325 10:00 156 177 0 0 22:00 12 48 0 0 10:15 129 210 0 0 22:15 13 38 0 0 10:30 177 211 0 0 22:30 12 32 0 0 10:45 159 620 207 804 0 0 0 0 1424 22:45 6 42 25 142 0 0 0 0 184 11:00 185 202 0 0 23:00 8 29 0 0 11:15 174 220 0 0 23:15 4 18 0 0 11:30 217 219 0 0 23:30 5 16 0 0 11:45 205 780 246 887 0 0 0 0 1666 23:45 4 19 15 77 0 0 0 0 96 Total Vol.2601 6945 9545 8149 7505 15653 GPS Coordinates:NB SB Combined 10749 14449 25198 Split %27.2%72.8%37.9%52.1%47.9%62.1% Peak Hour 11:30 07:15 07:30 16:45 12:30 16:45 Volume 865 1636 1910 1782 1067 2643 P.H.F.0.93 0.85 0.85 0.95 0.94 0.97 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-006Project# El Camino Real btwn. Tamarack Ave. & Kelly Dr. Wednesday, July 17, 2013 Thursday, July 18, 2013 El Camino Real Between Tamarack Avenue and Kelly DriveWednesday, July 17, 2013End Time 17-Jul1:00 AM 1012:00 AM 643:00 AM 404:00 AM 395:00 AM 1266:00 AM 3457:00 AM 8938:00 AM 1,7829:00 AM 1,88110:00 AM 1,45711:00 AM 1,37312:00 PM 1,6291:00 PM 1,7952:00 PM 1,7863:00 PM 1,7744:00 PM 1,8535:00 PM 2,1296:00 PM 2,5527:00 PM 1,5348:00 PM 6439:00 PM 47710:00 PM 33111:00 PM 18712:00 AM 85Total 2487605001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot El Camino Real Between Tamarack Avenue and Kelly DriveThursday, July 18, 2013End Time 18-Jul1:00 AM 512:00 AM 323:00 AM 274:00 AM 325:00 AM 1326:00 AM 3367:00 AM 8608:00 AM 1,6709:00 AM 1,52010:00 AM 1,52211:00 AM 1,47512:00 PM 1,7031:00 PM 1,9002:00 PM 1,8963:00 PM 1,7344:00 PM 2,0175:00 PM 2,4366:00 PM 2,4217:00 PM 1,6508:00 PM 9769:00 PM 52410:00 PM 31911:00 PM 18012:00 AM 107Total 2552005001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 7 Location: El Camino Real Between Jackspar Drive and College Boulevard Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 11 12:00 272 269 00:15 15 9 12:15 272 305 00:30 17 7 12:30 225 345 00:45 23 84 13 40 124 12:45 275 1044 319 1238 2282 01:00 9 11 13:00 268 307 01:15 13 6 13:15 236 330 01:30 9 6 13:30 299 274 01:45 8 39 6 29 68 13:45 277 1080 340 1251 2331 02:00 13 5 14:00 265 286 02:15 11 1 14:15 259 314 02:30 11 8 14:30 347 259 02:45 10 45 13 27 72 14:45 305 1176 289 1148 2324 03:00 3 2 15:00 335 263 03:15 4 10 15:15 267 286 03:30 6 15 15:30 431 271 03:45 7 20 22 49 69 15:45 427 1460 257 1077 2537 04:00 12 13 16:00 481 289 04:15 4 27 16:15 442 274 04:30 18 75 16:30 535 268 04:45 14 48 120 235 283 16:45 523 1981 311 1142 3123 05:00 14 84 17:00 558 253 05:15 11 95 17:15 608 274 05:30 23 165 17:30 529 199 05:45 32 80 253 597 677 17:45 414 2109 249 975 3084 06:00 54 155 18:00 368 181 06:15 33 222 18:15 323 201 06:30 104 287 18:30 258 169 06:45 97 288 457 1121 1409 18:45 251 1200 131 682 1882 07:00 114 371 19:00 208 125 07:15 106 515 19:15 185 117 07:30 127 556 19:30 184 96 07:45 156 503 664 2106 2609 19:45 161 738 104 442 1180 08:00 178 505 20:00 145 98 08:15 155 491 20:15 132 105 08:30 171 440 20:30 146 104 08:45 188 692 413 1849 2541 20:45 148 571 76 383 954 09:00 177 359 21:00 133 83 09:15 168 315 21:15 111 81 09:30 190 255 21:30 80 73 09:45 183 718 282 1211 1929 21:45 67 391 55 292 683 10:00 196 231 22:00 69 53 10:15 187 228 22:15 72 36 10:30 189 230 22:30 74 34 10:45 205 777 245 934 1711 22:45 62 277 31 154 431 11:00 218 203 23:00 74 30 11:15 224 240 23:15 47 17 11:30 254 257 23:30 46 23 11:45 276 972 298 998 1970 23:45 33 200 14 84 284 Total Vol.4266 9196 13462 12227 8868 21095 GPS Coordinates:NB SB EB WB Combined 16493 18064 34557 Split %31.7%68.3%39.0%58.0%42.0%61.0% Peak Hour 11:30 07:15 07:30 16:30 12:30 16:30 Volume 1074 2240 2832 2224 1301 3330 P.H.F.0.97 0.84 0.86 0.91 0.94 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Jackspar Dr. & College Blvd. PM Project#Wednesday, July 17, 2013 AM Daily Totals 13-1194-007 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 39 14 12:00 281 222 00:15 30 13 12:15 281 298 00:30 19 15 12:30 291 304 00:45 19 107 9 51 158 12:45 240 1093 368 1192 2285 01:00 11 7 13:00 239 297 01:15 12 5 13:15 250 368 01:30 12 6 13:30 329 318 01:45 10 45 6 24 69 13:45 253 1071 328 1311 2382 02:00 8 3 14:00 275 286 02:15 10 3 14:15 249 253 02:30 6 15 14:30 351 280 02:45 9 33 10 31 64 14:45 334 1209 236 1055 2264 03:00 3 4 15:00 357 230 03:15 2 6 15:15 311 296 03:30 6 17 15:30 459 285 03:45 3 14 16 43 57 15:45 398 1525 259 1070 2595 04:00 8 14 16:00 474 267 04:15 9 23 16:15 468 238 04:30 6 77 16:30 524 225 04:45 18 41 129 243 284 16:45 589 2055 251 981 3036 05:00 15 67 17:00 576 222 05:15 15 87 17:15 576 260 05:30 22 151 17:30 551 207 05:45 28 80 271 576 656 17:45 398 2101 260 949 3050 06:00 53 137 18:00 368 230 06:15 56 177 18:15 303 203 06:30 68 304 18:30 309 209 06:45 93 270 449 1067 1337 18:45 233 1213 188 830 2043 07:00 90 402 19:00 226 147 07:15 118 458 19:15 192 126 07:30 123 572 19:30 167 127 07:45 156 487 686 2118 2605 19:45 166 751 96 496 1247 08:00 173 502 20:00 170 89 08:15 158 501 20:15 146 109 08:30 154 447 20:30 154 104 08:45 206 691 487 1937 2628 20:45 111 581 83 385 966 09:00 157 389 21:00 118 73 09:15 194 326 21:15 114 80 09:30 184 296 21:30 99 70 09:45 192 727 334 1345 2072 21:45 83 414 49 272 686 10:00 167 262 22:00 74 54 10:15 205 280 22:15 99 46 10:30 231 280 22:30 91 37 10:45 183 786 251 1073 1859 22:45 53 317 42 179 496 11:00 209 259 23:00 67 33 11:15 231 248 23:15 60 26 11:30 239 283 23:30 49 14 11:45 268 947 315 1105 2052 23:45 25 201 16 89 290 Total Vol.4228 9613 13841 12531 8809 21340 GPS Coordinates:NB SB EB WB Combined 16759 18422 35181 Split %30.5%69.5%39.3%58.7%41.3%60.7% Peak Hour 11:45 07:30 07:30 16:45 12:45 16:45 Volume 1121 2261 2871 2292 1351 3232P.H.F.0.96 0.82 0.85 0.97 0.92 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# El Camino Real btwn. Jackspar Dr. & College Blvd. Thursday, July 18, 2013 13-1194-007 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 13 0 0 12:00 277 246 0 0 00:15 23 11 0 0 12:15 277 302 0 0 00:30 18 11 0 0 12:30 258 325 0 0 00:45 21 96 11 46 0 0 0 0 141 12:45 258 1069 344 1215 0 0 0 0 2284 01:00 10 9 0 0 13:00 254 302 0 0 01:15 13 6 0 0 13:15 243 349 0 0 01:30 11 6 0 0 13:30 314 296 0 0 01:45 9 42 6 27 0 0 0 0 69 13:45 265 1076 334 1281 0 0 0 0 2357 02:00 11 4 0 0 14:00 270 286 0 0 02:15 11 2 0 0 14:15 254 284 0 0 02:30 9 12 0 0 14:30 349 270 0 0 02:45 10 39 12 29 0 0 0 0 68 14:45 320 1193 263 1102 0 0 0 0 2294 03:00 3 3 0 0 15:00 346 247 0 0 03:15 3 8 0 0 15:15 289 291 0 0 03:30 6 16 0 0 15:30 445 278 0 0 03:45 5 17 19 46 0 0 0 0 63 15:45 413 1493 258 1074 0 0 0 0 2566 04:00 10 14 0 0 16:00 478 278 0 0 04:15 7 25 0 0 16:15 455 256 0 0 04:30 12 76 0 0 16:30 530 247 0 0 04:45 16 45 125 239 0 0 0 0 284 16:45 556 2018 281 1062 0 0 0 0 3080 05:00 15 76 0 0 17:00 567 238 0 0 05:15 13 91 0 0 17:15 592 267 0 0 05:30 23 158 0 0 17:30 540 203 0 0 05:45 30 80 262 587 0 0 0 0 667 17:45 406 2105 255 962 0 0 0 0 3067 06:00 54 146 0 0 18:00 368 206 0 0 06:15 45 200 0 0 18:15 313 202 0 0 06:30 86 296 0 0 18:30 284 189 0 0 06:45 95 279 453 1094 0 0 0 0 1373 18:45 242 1207 160 756 0 0 0 0 1963 07:00 102 387 0 0 19:00 217 136 0 0 07:15 112 487 0 0 19:15 189 122 0 0 07:30 125 564 0 0 19:30 176 112 0 0 07:45 156 495 675 2112 0 0 0 0 2607 19:45 164 745 100 469 0 0 0 0 1214 08:00 176 504 0 0 20:00 158 94 0 0 08:15 157 496 0 0 20:15 139 107 0 0 08:30 163 444 0 0 20:30 150 104 0 0 08:45 197 692 450 1893 0 0 0 0 2585 20:45 130 576 80 384 0 0 0 0 960 09:00 167 374 0 0 21:00 126 78 0 0 09:15 181 321 0 0 21:15 113 81 0 0 09:30 187 276 0 0 21:30 90 72 0 0 09:45 188 723 308 1278 0 0 0 0 2001 21:45 75 403 52 282 0 0 0 0 685 10:00 182 247 0 0 22:00 72 54 0 0 10:15 196 254 0 0 22:15 86 41 0 0 10:30 210 255 0 0 22:30 83 36 0 0 10:45 194 782 248 1004 0 0 0 0 1785 22:45 58 297 37 167 0 0 0 0 464 11:00 214 231 0 0 23:00 71 32 0 0 11:15 228 244 0 0 23:15 54 22 0 0 11:30 247 270 0 0 23:30 48 19 0 0 11:45 272 960 307 1052 0 0 0 0 2011 23:45 29 201 15 87 0 0 0 0 287 Total Vol.4247 9405 13652 12379 8839 21218 GPS Coordinates:NB SB Combined 16626 18243 34869 Split %31.1%68.9%39.2%58.3%41.7%60.8% Peak Hour 11:45 07:30 07:30 16:45 12:30 16:30 Volume 1083 2239 2852 2255 1319 3277 P.H.F.0.98 0.83 0.86 0.95 0.94 0.95 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-007Project# El Camino Real btwn. Jackspar Dr. & College Blvd. Wednesday, July 17, 2013 Thursday, July 18, 2013 El Camino Real Between Jackspar Drive and College BoulevardWednesday, July 17, 2013End Time 17-Jul1:00 AM 1242:00 AM 683:00 AM 724:00 AM 695:00 AM 2836:00 AM 6777:00 AM 1,4098:00 AM 2,6099:00 AM 2,54110:00 AM 1,92911:00 AM 1,71112:00 PM 1,9701:00 PM 2,2822:00 PM 2,3313:00 PM 2,3244:00 PM 2,5375:00 PM 3,1236:00 PM 3,0847:00 PM 1,8828:00 PM 1,1809:00 PM 95410:00 PM 68311:00 PM 43112:00 AM 284Total 3455705001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Jackspar Drive and College BoulevardThursday, July 18, 2013End Time 18-Jul1:00 AM 1582:00 AM 693:00 AM 644:00 AM 575:00 AM 2846:00 AM 6567:00 AM 1,3378:00 AM 2,6059:00 AM 2,62810:00 AM 2,07211:00 AM 1,84012:00 PM 2,0521:00 PM 2,2852:00 PM 2,3823:00 PM 2,2644:00 PM 2,5955:00 PM 3,0366:00 PM 3,0507:00 PM 2,0438:00 PM 1,2479:00 PM 96610:00 PM 68611:00 PM 49612:00 AM 290Total 3516205001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 8 Location: El Camino Real Between Faraday Avenue and Palomar Airport Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 21 23 12:00 255 311 00:15 15 11 12:15 277 321 00:30 12 7 12:30 293 312 00:45 10 58 12 53 111 12:45 322 1147 256 1200 2347 01:00 13 10 13:00 284 297 01:15 18 9 13:15 282 263 01:30 6 2 13:30 258 267 01:45 6 43 3 24 67 13:45 294 1118 257 1084 2202 02:00 10 8 14:00 197 273 02:15 2 0 14:15 252 211 02:30 4 7 14:30 299 273 02:45 8 24 7 22 46 14:45 267 1015 248 1005 2020 03:00 3 3 15:00 292 270 03:15 3 5 15:15 294 289 03:30 6 12 15:30 285 313 03:45 8 20 12 32 52 15:45 265 1136 301 1173 2309 04:00 16 3 16:00 337 328 04:15 22 16 16:15 323 295 04:30 40 35 16:30 337 358 04:45 58 136 44 98 234 16:45 331 1328 314 1295 2623 05:00 31 45 17:00 408 387 05:15 25 46 17:15 368 406 05:30 59 83 17:30 326 364 05:45 120 235 149 323 558 17:45 251 1353 307 1464 2817 06:00 77 104 18:00 249 300 06:15 99 120 18:15 225 232 06:30 114 147 18:30 226 203 06:45 161 451 244 615 1066 18:45 158 858 169 904 1762 07:00 209 200 19:00 158 140 07:15 232 252 19:15 130 131 07:30 237 342 19:30 140 92 07:45 301 979 420 1214 2193 19:45 139 567 108 471 1038 08:00 326 297 20:00 141 97 08:15 285 309 20:15 137 93 08:30 327 299 20:30 118 106 08:45 292 1230 343 1248 2478 20:45 91 487 87 383 870 09:00 267 249 21:00 102 72 09:15 252 272 21:15 72 67 09:30 242 232 21:30 62 60 09:45 250 1011 269 1022 2033 21:45 66 302 51 250 552 10:00 229 210 22:00 57 49 10:15 212 222 22:15 54 37 10:30 236 213 22:30 53 25 10:45 226 903 243 888 1791 22:45 56 220 37 148 368 11:00 239 253 23:00 46 30 11:15 244 276 23:15 37 28 11:30 238 300 23:30 25 22 11:45 248 969 307 1136 2105 23:45 17 125 12 92 217 Total Vol.6059 6675 12734 9656 9469 19125 GPS Coordinates:NB SB EB WB Combined 15715 16144 31859 Split %47.6%52.4%40.0%50.5%49.5%60.0% Peak Hour 07:45 07:30 07:45 16:30 16:45 16:30 Volume 1239 1368 2564 1444 1471 2909 P.H.F.0.95 0.81 0.89 0.88 0.91 0.91 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. PM Project#Tuesday, July 23, 2013 AM Daily Totals 13-1194-008 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 23 18 12:00 286 263 00:15 18 10 12:15 285 266 00:30 11 10 12:30 317 285 00:45 7 59 7 45 104 12:45 272 1160 279 1093 2253 01:00 11 13 13:00 333 264 01:15 14 10 13:15 285 255 01:30 5 12 13:30 256 242 01:45 3 33 7 42 75 13:45 302 1176 223 984 2160 02:00 8 3 14:00 278 260 02:15 8 1 14:15 250 222 02:30 6 4 14:30 283 279 02:45 6 28 7 15 43 14:45 252 1063 246 1007 2070 03:00 6 2 15:00 248 276 03:15 3 4 15:15 271 246 03:30 10 10 15:30 292 278 03:45 15 34 22 38 72 15:45 280 1091 284 1084 2175 04:00 21 10 16:00 306 321 04:15 19 19 16:15 281 287 04:30 34 20 16:30 343 328 04:45 52 126 35 84 210 16:45 326 1256 312 1248 2504 05:00 17 54 17:00 407 425 05:15 30 45 17:15 338 392 05:30 64 88 17:30 307 347 05:45 108 219 136 323 542 17:45 274 1326 275 1439 2765 06:00 77 154 18:00 261 273 06:15 85 147 18:15 228 247 06:30 135 152 18:30 196 222 06:45 183 480 228 681 1161 18:45 186 871 175 917 1788 07:00 206 263 19:00 170 137 07:15 210 265 19:15 129 130 07:30 243 344 19:30 171 99 07:45 308 967 412 1284 2251 19:45 107 577 97 463 1040 08:00 290 289 20:00 119 89 08:15 295 304 20:15 137 85 08:30 272 322 20:30 107 93 08:45 298 1155 341 1256 2411 20:45 100 463 60 327 790 09:00 272 285 21:00 127 51 09:15 241 255 21:15 72 88 09:30 199 269 21:30 84 64 09:45 251 963 265 1074 2037 21:45 70 353 42 245 598 10:00 210 254 22:00 57 43 10:15 210 241 22:15 42 48 10:30 223 239 22:30 63 53 10:45 241 884 233 967 1851 22:45 42 204 24 168 372 11:00 200 258 23:00 62 27 11:15 223 277 23:15 41 32 11:30 241 301 23:30 32 21 11:45 310 974 285 1121 2095 23:45 23 158 13 93 251 Total Vol.5922 6930 12852 9698 9068 18766 GPS Coordinates:NB SB EB WB Combined 15620 15998 31618 Split %46.1%53.9%40.6%51.7%48.3%59.4% Peak Hour 11:45 07:30 07:45 16:30 16:45 16:30 Volume 1198 1349 2492 1414 1476 2871P.H.F.0.94 0.82 0.87 0.87 0.87 0.86 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Wednesday, July 24, 2013 13-1194-008 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 22 21 0 0 12:00 271 287 0 0 00:15 17 11 0 0 12:15 281 294 0 0 00:30 12 9 0 0 12:30 305 299 0 0 00:45 9 59 10 49 0 0 0 0 108 12:45 297 1154 268 1147 0 0 0 0 2300 01:00 12 12 0 0 13:00 309 281 0 0 01:15 16 10 0 0 13:15 284 259 0 0 01:30 6 7 0 0 13:30 257 255 0 0 01:45 5 38 5 33 0 0 0 0 71 13:45 298 1147 240 1034 0 0 0 0 2181 02:00 9 6 0 0 14:00 238 267 0 0 02:15 5 1 0 0 14:15 251 217 0 0 02:30 5 6 0 0 14:30 291 276 0 0 02:45 7 26 7 19 0 0 0 0 45 14:45 260 1039 247 1006 0 0 0 0 2045 03:00 5 3 0 0 15:00 270 273 0 0 03:15 3 5 0 0 15:15 283 268 0 0 03:30 8 11 0 0 15:30 289 296 0 0 03:45 12 27 17 35 0 0 0 0 62 15:45 273 1114 293 1129 0 0 0 0 2242 04:00 19 7 0 0 16:00 322 325 0 0 04:15 21 18 0 0 16:15 302 291 0 0 04:30 37 28 0 0 16:30 340 343 0 0 04:45 55 131 40 91 0 0 0 0 222 16:45 329 1292 313 1272 0 0 0 0 2564 05:00 24 50 0 0 17:00 408 406 0 0 05:15 28 46 0 0 17:15 353 399 0 0 05:30 62 86 0 0 17:30 317 356 0 0 05:45 114 227 143 323 0 0 0 0 550 17:45 263 1340 291 1452 0 0 0 0 2791 06:00 77 129 0 0 18:00 255 287 0 0 06:15 92 134 0 0 18:15 227 240 0 0 06:30 125 150 0 0 18:30 211 213 0 0 06:45 172 466 236 648 0 0 0 0 1114 18:45 172 865 172 911 0 0 0 0 1775 07:00 208 232 0 0 19:00 164 139 0 0 07:15 221 259 0 0 19:15 130 131 0 0 07:30 240 343 0 0 19:30 156 96 0 0 07:45 305 973 416 1249 0 0 0 0 2222 19:45 123 572 103 467 0 0 0 0 1039 08:00 308 293 0 0 20:00 130 93 0 0 08:15 290 307 0 0 20:15 137 89 0 0 08:30 300 311 0 0 20:30 113 100 0 0 08:45 295 1193 342 1252 0 0 0 0 2445 20:45 96 475 74 355 0 0 0 0 830 09:00 270 267 0 0 21:00 115 62 0 0 09:15 247 264 0 0 21:15 72 78 0 0 09:30 221 251 0 0 21:30 73 62 0 0 09:45 251 987 267 1048 0 0 0 0 2035 21:45 68 328 47 248 0 0 0 0 575 10:00 220 232 0 0 22:00 57 46 0 0 10:15 211 232 0 0 22:15 48 43 0 0 10:30 230 226 0 0 22:30 58 39 0 0 10:45 234 894 238 928 0 0 0 0 1821 22:45 49 212 31 158 0 0 0 0 370 11:00 220 256 0 0 23:00 54 29 0 0 11:15 234 277 0 0 23:15 39 30 0 0 11:30 240 301 0 0 23:30 29 22 0 0 11:45 279 972 296 1129 0 0 0 0 2100 23:45 20 142 13 93 0 0 0 0 234 Total Vol.5991 6803 12793 9677 9269 18946 GPS Coordinates:NB SB Combined 15668 16071 31739 Split %46.8%53.2%40.3%51.1%48.9%59.7% Peak Hour 07:45 07:30 07:45 16:30 16:45 16:30 Volume 1202 1359 2528 1429 1474 2890 P.H.F.0.98 0.82 0.88 0.88 0.91 0.89 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-008Project# El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Tuesday, July 23, 2013 Wednesday, July 24, 2013 El Camino RealBetween Faraday Avenue and Palomar Airport RoadTuesday, July 23, 2013End Time 23-Jul1:00 AM 1112:00 AM 673:00 AM 464:00 AM 525:00 AM 2346:00 AM 5587:00 AM 1,0668:00 AM 2,1939:00 AM 2,47810:00 AM 2,03311:00 AM 1,79112:00 PM 2,1051:00 PM 2,3472:00 PM 2,2023:00 PM 2,0204:00 PM 2,3095:00 PM 2,6236:00 PM 2,8177:00 PM 1,7628:00 PM 1,0389:00 PM 87010:00 PM 55211:00 PM 36812:00 AM 217Total 3185905001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Faraday Avenue and Palomar Airport RoadWednesday, July 24, 2013End Time 24-Jul1:00 AM 1042:00 AM 753:00 AM 434:00 AM 725:00 AM 2106:00 AM 5427:00 AM 1,1618:00 AM 2,2519:00 AM 2,41110:00 AM 2,03711:00 AM 1,85112:00 PM 2,0951:00 PM 2,2532:00 PM 2,1603:00 PM 2,0704:00 PM 2,1755:00 PM 2,5046:00 PM 2,7657:00 PM 1,7888:00 PM 1,0409:00 PM 79010:00 PM 59811:00 PM 48012:00 AM 251Total 3172605001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 9 Location: El Camino Real Between Arenal Road and Costa Del Mar Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :El Camino Real btwn. Arenal Rd. & Costa Del Mar Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 38 26 12:00 380 471 00:15 25 23 12:15 394 493 00:30 16 12 12:30 354 382 00:45 16 95 14 75 170 12:45 454 1582 435 1781 3363 01:00 14 11 13:00 403 370 01:15 17 6 13:15 438 447 01:30 12 12 13:30 413 399 01:45 7 50 8 37 87 13:45 399 1653 399 1615 3268 02:00 13 4 14:00 401 378 02:15 8 7 14:15 413 408 02:30 8 5 14:30 402 365 02:45 5 34 16 32 66 14:45 419 1635 432 1583 3218 03:00 4 2 15:00 434 420 03:15 7 5 15:15 454 424 03:30 5 8 15:30 452 471 03:45 13 29 26 41 70 15:45 526 1866 467 1782 3648 04:00 7 9 16:00 435 448 04:15 15 20 16:15 529 528 04:30 26 40 16:30 509 482 04:45 23 71 49 118 189 16:45 478 1951 541 1999 3950 05:00 25 46 17:00 549 470 05:15 31 70 17:15 507 559 05:30 56 114 17:30 566 597 05:45 81 193 147 377 570 17:45 461 2083 523 2149 4232 06:00 81 149 18:00 481 514 06:15 109 189 18:15 429 406 06:30 142 256 18:30 407 414 06:45 170 502 329 923 1425 18:45 378 1695 341 1675 3370 07:00 223 392 19:00 350 282 07:15 256 434 19:15 302 274 07:30 336 468 19:30 283 262 07:45 404 1219 520 1814 3033 19:45 279 1214 201 1019 2233 08:00 385 511 20:00 269 194 08:15 355 460 20:15 283 187 08:30 352 509 20:30 257 142 08:45 430 1522 522 2002 3524 20:45 240 1049 139 662 1711 09:00 335 392 21:00 209 132 09:15 348 456 21:15 176 116 09:30 308 374 21:30 190 87 09:45 348 1339 424 1646 2985 21:45 152 727 88 423 1150 10:00 266 371 22:00 133 79 10:15 362 387 22:15 135 90 10:30 336 388 22:30 104 62 10:45 370 1334 419 1565 2899 22:45 99 471 55 286 757 11:00 343 387 23:00 92 48 11:15 314 475 23:15 55 50 11:30 363 463 23:30 67 25 11:45 393 1413 478 1803 3216 23:45 35 249 27 150 399 Total Vol.7801 10433 18234 16175 15124 31299 GPS Coordinates:NB SB EB WB Combined 23976 25557 49533 Split %42.8%57.2%36.8%51.7%48.3%63.2% Peak Hour 11:30 08:00 08:00 16:45 17:15 16:45 Volume 1530 2002 3524 2100 2193 4267 P.H.F.0.97 0.96 0.93 0.93 0.92 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Tuesday, August 06, 2013 AM Daily Totals 13-1194-009 DAY 1 Volumes for:City:Carlsbad Location :El Camino Real btwn. Arenal Rd. & Costa Del Mar Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 42 19 12:00 349 423 00:15 26 22 12:15 379 501 00:30 17 20 12:30 392 423 00:45 18 103 14 75 178 12:45 395 1515 411 1758 3273 01:00 18 16 13:00 365 388 01:15 12 13 13:15 399 398 01:30 12 8 13:30 421 387 01:45 8 50 5 42 92 13:45 426 1611 357 1530 3141 02:00 8 9 14:00 403 380 02:15 7 6 14:15 422 358 02:30 8 3 14:30 415 405 02:45 10 33 2 20 53 14:45 465 1705 411 1554 3259 03:00 3 5 15:00 405 357 03:15 4 8 15:15 426 456 03:30 4 5 15:30 484 451 03:45 10 21 7 25 46 15:45 428 1743 444 1708 3451 04:00 5 11 16:00 422 405 04:15 25 14 16:15 500 488 04:30 18 24 16:30 494 454 04:45 29 77 41 90 167 16:45 502 1918 505 1852 3770 05:00 35 45 17:00 535 573 05:15 30 85 17:15 499 590 05:30 62 123 17:30 592 552 05:45 93 220 161 414 634 17:45 542 2168 481 2196 4364 06:00 82 187 18:00 500 467 06:15 106 185 18:15 441 356 06:30 149 258 18:30 410 374 06:45 191 528 311 941 1469 18:45 454 1805 338 1535 3340 07:00 197 352 19:00 382 253 07:15 258 428 19:15 360 250 07:30 303 466 19:30 358 205 07:45 375 1133 520 1766 2899 19:45 280 1380 238 946 2326 08:00 368 521 20:00 270 184 08:15 380 469 20:15 251 157 08:30 351 511 20:30 234 148 08:45 415 1514 523 2024 3538 20:45 227 982 133 622 1604 09:00 348 422 21:00 270 115 09:15 333 416 21:15 215 105 09:30 365 385 21:30 171 94 09:45 365 1411 411 1634 3045 21:45 156 812 74 388 1200 10:00 311 385 22:00 159 83 10:15 346 388 22:15 120 50 10:30 345 396 22:30 127 55 10:45 345 1347 388 1557 2904 22:45 94 500 54 242 742 11:00 316 474 23:00 76 35 11:15 362 405 23:15 67 43 11:30 356 469 23:30 51 27 11:45 321 1355 487 1835 3190 23:45 53 247 27 132 379 Total Vol.7792 10423 18215 16386 14463 30849 GPS Coordinates:NB SB EB WB Combined 24178 24886 49064 Split %42.8%57.2%37.1%53.1%46.9%62.9% Peak Hour 08:00 08:00 08:00 17:00 16:45 17:00 Volume 1514 2024 3538 2168 2220 4364P.H.F.0.91 0.97 0.94 0.92 0.94 0.95 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Wednesday, August 07, 2013 13-1194-009 Daily Totals Volumes for:&City:Carlsbad Location :El Camino Real btwn. Arenal Rd. & Costa Del Mar Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 40 23 0 0 12:00 365 447 0 0 00:15 26 23 0 0 12:15 387 497 0 0 00:30 17 16 0 0 12:30 373 403 0 0 00:45 17 99 14 75 0 0 0 0 174 12:45 425 1549 423 1770 0 0 0 0 3318 01:00 16 14 0 0 13:00 384 379 0 0 01:15 15 10 0 0 13:15 419 423 0 0 01:30 12 10 0 0 13:30 417 393 0 0 01:45 8 50 7 40 0 0 0 0 90 13:45 413 1632 378 1573 0 0 0 0 3205 02:00 11 7 0 0 14:00 402 379 0 0 02:15 8 7 0 0 14:15 418 383 0 0 02:30 8 4 0 0 14:30 409 385 0 0 02:45 8 34 9 26 0 0 0 0 60 14:45 442 1670 422 1569 0 0 0 0 3239 03:00 4 4 0 0 15:00 420 389 0 0 03:15 6 7 0 0 15:15 440 440 0 0 03:30 5 7 0 0 15:30 468 461 0 0 03:45 12 25 17 33 0 0 0 0 58 15:45 477 1805 456 1745 0 0 0 0 3550 04:00 6 10 0 0 16:00 429 427 0 0 04:15 20 17 0 0 16:15 515 508 0 0 04:30 22 32 0 0 16:30 502 468 0 0 04:45 26 74 45 104 0 0 0 0 178 16:45 490 1935 523 1926 0 0 0 0 3860 05:00 30 46 0 0 17:00 542 522 0 0 05:15 31 78 0 0 17:15 503 575 0 0 05:30 59 119 0 0 17:30 579 575 0 0 05:45 87 207 154 396 0 0 0 0 602 17:45 502 2126 502 2173 0 0 0 0 4298 06:00 82 168 0 0 18:00 491 491 0 0 06:15 108 187 0 0 18:15 435 381 0 0 06:30 146 257 0 0 18:30 409 394 0 0 06:45 181 515 320 932 0 0 0 0 1447 18:45 416 1750 340 1605 0 0 0 0 3355 07:00 210 372 0 0 19:00 366 268 0 0 07:15 257 431 0 0 19:15 331 262 0 0 07:30 320 467 0 0 19:30 321 234 0 0 07:45 390 1176 520 1790 0 0 0 0 2966 19:45 280 1297 220 983 0 0 0 0 2280 08:00 377 516 0 0 20:00 270 189 0 0 08:15 368 465 0 0 20:15 267 172 0 0 08:30 352 510 0 0 20:30 246 145 0 0 08:45 423 1518 523 2013 0 0 0 0 3531 20:45 234 1016 136 642 0 0 0 0 1658 09:00 342 407 0 0 21:00 240 124 0 0 09:15 341 436 0 0 21:15 196 111 0 0 09:30 337 380 0 0 21:30 181 91 0 0 09:45 357 1375 418 1640 0 0 0 0 3015 21:45 154 770 81 406 0 0 0 0 1175 10:00 289 378 0 0 22:00 146 81 0 0 10:15 354 388 0 0 22:15 128 70 0 0 10:30 341 392 0 0 22:30 116 59 0 0 10:45 358 1341 404 1561 0 0 0 0 2902 22:45 97 486 55 264 0 0 0 0 750 11:00 330 431 0 0 23:00 84 42 0 0 11:15 338 440 0 0 23:15 61 47 0 0 11:30 360 466 0 0 23:30 59 26 0 0 11:45 357 1384 483 1819 0 0 0 0 3203 23:45 44 248 27 141 0 0 0 0 389 Total Vol.7797 10428 18225 16281 14794 31074 GPS Coordinates:NB SB Combined 24077 25222 49299 Split %42.8%57.2%37.0%52.4%47.6%63.0% Peak Hour 08:00 08:00 08:00 17:00 16:45 16:45 Volume 1518 2013 3531 2126 2194 4308 P.H.F.0.90 0.96 0.93 0.92 0.95 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-009Project#Tuesday, August 06, 2013 Wednesday, August 07, 2013 AM PM Daily Totals 2-DAY AVERAGE 0 El Camino RealBetween Arenal Road and Costa Del Mar RoadTuesday, August 6, 2013End Time 6-Aug1:00 AM 1702:00 AM 873:00 AM 664:00 AM 705:00 AM 1896:00 AM 5707:00 AM 1,4258:00 AM 3,0339:00 AM 3,52410:00 AM 2,98511:00 AM 2,89912:00 PM 3,2161:00 PM 3,3632:00 PM 3,2683:00 PM 3,2184:00 PM 3,6485:00 PM 3,9506:00 PM 4,2327:00 PM 3,3708:00 PM 2,2339:00 PM 1,05510:00 PM 1,15011:00 PM 75712:00 AM 399Total 4887705001,0001,5002,0002,5003,0003,5004,0004,500Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Arenal Road and Costa Del Mar RoadWednesday, August 7, 2013End Time 7-Aug1:00 AM 1782:00 AM 923:00 AM 534:00 AM 465:00 AM 1676:00 AM 6347:00 AM 1,4698:00 AM 2,8999:00 AM 3,53810:00 AM 3,04511:00 AM 2,90412:00 PM 3,1901:00 PM 3,2732:00 PM 3,1413:00 PM 3,2594:00 PM 3,4515:00 PM 3,7706:00 PM 4,3647:00 PM 3,3408:00 PM 2,3269:00 PM 1,60410:00 PM 1,20011:00 PM 74212:00 AM 379Total 4906405001,0001,5002,0002,5003,0003,5004,0004,5005,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 10 Location: El Camino Real Between Levante Street and Calle Barcelona Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :El Camino Real btwn. Levante St. & Calle Barcelona AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 11 12:00 346 359 00:15 17 14 12:15 296 356 00:30 9 10 12:30 294 357 00:45 8 52 8 43 95 12:45 334 1270 344 1416 2686 01:00 10 3 13:00 287 321 01:15 5 2 13:15 324 334 01:30 5 9 13:30 299 307 01:45 7 27 6 20 47 13:45 340 1250 316 1278 2528 02:00 6 3 14:00 348 312 02:15 9 3 14:15 306 338 02:30 7 10 14:30 325 327 02:45 4 26 11 27 53 14:45 327 1306 323 1300 2606 03:00 3 3 15:00 351 264 03:15 2 0 15:15 381 329 03:30 6 4 15:30 296 327 03:45 6 17 11 18 35 15:45 372 1400 312 1232 2632 04:00 6 3 16:00 352 333 04:15 8 12 16:15 386 330 04:30 16 19 16:30 342 340 04:45 15 45 25 59 104 16:45 404 1484 354 1357 2841 05:00 15 10 17:00 418 379 05:15 17 29 17:15 376 423 05:30 25 43 17:30 413 349 05:45 42 99 85 167 266 17:45 394 1601 329 1480 3081 06:00 41 41 18:00 376 272 06:15 53 79 18:15 306 255 06:30 77 123 18:30 320 252 06:45 97 268 162 405 673 18:45 281 1283 236 1015 2298 07:00 101 182 19:00 256 191 07:15 127 254 19:15 238 199 07:30 170 303 19:30 237 178 07:45 178 576 383 1122 1698 19:45 222 953 157 725 1678 08:00 240 323 20:00 220 140 08:15 210 375 20:15 186 170 08:30 232 432 20:30 175 103 08:45 231 913 352 1482 2395 20:45 188 769 124 537 1306 09:00 224 286 21:00 141 98 09:15 217 297 21:15 123 103 09:30 230 281 21:30 101 87 09:45 279 950 287 1151 2101 21:45 107 472 78 366 838 10:00 240 299 22:00 84 94 10:15 213 288 22:15 68 51 10:30 272 284 22:30 54 43 10:45 251 976 307 1178 2154 22:45 42 248 37 225 473 11:00 249 277 23:00 31 19 11:15 276 306 23:15 32 21 11:30 267 320 23:30 26 16 11:45 269 1061 363 1266 2327 23:45 20 109 15 71 180 Total Vol.5010 6938 11948 12145 11002 23147 GPS Coordinates:NB SB EB WB Combined 17155 17940 35095 Split %41.9%58.1%34.0%52.5%47.5%66.0% Peak Hour 11:45 07:45 11:45 16:45 16:45 16:45 Volume 1205 1513 2640 1611 1505 3116 P.H.F.0.87 0.88 0.94 0.96 0.89 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Wednesday, July 31, 2013 AM Daily Totals 13-1194-010 DAY 1 Volumes for:City:Carlsbad Location :El Camino Real btwn. Levante St. & Calle Barcelona AM Period NB SB EB WB PM Period NB SB EB WB 00:00 20 13 12:00 278 416 00:15 14 11 12:15 294 363 00:30 8 18 12:30 327 322 00:45 5 47 12 54 101 12:45 340 1239 361 1462 2701 01:00 11 10 13:00 315 298 01:15 8 7 13:15 307 320 01:30 4 7 13:30 355 327 01:45 8 31 11 35 66 13:45 335 1312 318 1263 2575 02:00 7 1 14:00 348 285 02:15 8 9 14:15 293 282 02:30 4 4 14:30 354 312 02:45 3 22 8 22 44 14:45 335 1330 320 1199 2529 03:00 3 2 15:00 302 303 03:15 5 6 15:15 369 341 03:30 8 3 15:30 345 387 03:45 9 25 4 15 40 15:45 358 1374 298 1329 2703 04:00 4 10 16:00 423 371 04:15 7 9 16:15 389 337 04:30 12 10 16:30 343 348 04:45 14 37 23 52 89 16:45 460 1615 424 1480 3095 05:00 20 12 17:00 396 317 05:15 11 27 17:15 385 425 05:30 34 36 17:30 400 386 05:45 42 107 77 152 259 17:45 354 1535 377 1505 3040 06:00 35 64 18:00 396 326 06:15 62 80 18:15 330 275 06:30 60 128 18:30 287 286 06:45 100 257 177 449 706 18:45 298 1311 260 1147 2458 07:00 101 170 19:00 257 214 07:15 137 259 19:15 250 203 07:30 169 305 19:30 206 181 07:45 221 628 336 1070 1698 19:45 196 909 197 795 1704 08:00 191 358 20:00 201 139 08:15 221 353 20:15 226 143 08:30 246 371 20:30 185 150 08:45 265 923 425 1507 2430 20:45 184 796 117 549 1345 09:00 242 280 21:00 155 126 09:15 201 281 21:15 122 85 09:30 214 264 21:30 108 85 09:45 234 891 335 1160 2051 21:45 89 474 65 361 835 10:00 215 283 22:00 88 54 10:15 274 315 22:15 70 58 10:30 227 285 22:30 62 39 10:45 256 972 282 1165 2137 22:45 47 267 50 201 468 11:00 275 319 23:00 43 47 11:15 266 337 23:15 44 24 11:30 316 307 23:30 31 33 11:45 294 1151 314 1277 2428 23:45 28 146 21 125 271 Total Vol.5091 6958 12049 12308 11416 23724 GPS Coordinates:NB SB EB WB Combined 17399 18374 35773 Split %42.3%57.7%33.7%51.9%48.1%66.3% Peak Hour 11:45 08:00 11:45 16:45 16:45 16:45 Volume 1193 1507 2608 1641 1552 3193P.H.F.0.91 0.89 0.94 0.89 0.91 0.90 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Thursday, August 01, 2013 13-1194-010 Daily Totals Volumes for:&City:Carlsbad Location :El Camino Real btwn. Levante St. & Calle Barcelona AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 12 0 0 12:00 312 388 0 0 00:15 16 13 0 0 12:15 295 360 0 0 00:30 9 14 0 0 12:30 311 340 0 0 00:45 7 50 10 49 0 0 0 0 98 12:45 337 1255 353 1439 0 0 0 0 2694 01:00 11 7 0 0 13:00 301 310 0 0 01:15 7 5 0 0 13:15 316 327 0 0 01:30 5 8 0 0 13:30 327 317 0 0 01:45 8 29 9 28 0 0 0 0 57 13:45 338 1281 317 1271 0 0 0 0 2552 02:00 7 2 0 0 14:00 348 299 0 0 02:15 9 6 0 0 14:15 300 310 0 0 02:30 6 7 0 0 14:30 340 320 0 0 02:45 4 24 10 25 0 0 0 0 49 14:45 331 1318 322 1250 0 0 0 0 2568 03:00 3 3 0 0 15:00 327 284 0 0 03:15 4 3 0 0 15:15 375 335 0 0 03:30 7 4 0 0 15:30 321 357 0 0 03:45 8 21 8 17 0 0 0 0 38 15:45 365 1387 305 1281 0 0 0 0 2668 04:00 5 7 0 0 16:00 388 352 0 0 04:15 8 11 0 0 16:15 388 334 0 0 04:30 14 15 0 0 16:30 343 344 0 0 04:45 15 41 24 56 0 0 0 0 97 16:45 432 1550 389 1419 0 0 0 0 2968 05:00 18 11 0 0 17:00 407 348 0 0 05:15 14 28 0 0 17:15 381 424 0 0 05:30 30 40 0 0 17:30 407 368 0 0 05:45 42 103 81 160 0 0 0 0 263 17:45 374 1568 353 1493 0 0 0 0 3061 06:00 38 53 0 0 18:00 386 299 0 0 06:15 58 80 0 0 18:15 318 265 0 0 06:30 69 126 0 0 18:30 304 269 0 0 06:45 99 263 170 427 0 0 0 0 690 18:45 290 1297 248 1081 0 0 0 0 2378 07:00 101 176 0 0 19:00 257 203 0 0 07:15 132 257 0 0 19:15 244 201 0 0 07:30 170 304 0 0 19:30 222 180 0 0 07:45 200 602 360 1096 0 0 0 0 1698 19:45 209 931 177 760 0 0 0 0 1691 08:00 216 341 0 0 20:00 211 140 0 0 08:15 216 364 0 0 20:15 206 157 0 0 08:30 239 402 0 0 20:30 180 127 0 0 08:45 248 918 389 1495 0 0 0 0 2413 20:45 186 783 121 543 0 0 0 0 1326 09:00 233 283 0 0 21:00 148 112 0 0 09:15 209 289 0 0 21:15 123 94 0 0 09:30 222 273 0 0 21:30 105 86 0 0 09:45 257 921 311 1156 0 0 0 0 2076 21:45 98 473 72 364 0 0 0 0 837 10:00 228 291 0 0 22:00 86 74 0 0 10:15 244 302 0 0 22:15 69 55 0 0 10:30 250 285 0 0 22:30 58 41 0 0 10:45 254 974 295 1172 0 0 0 0 2146 22:45 45 258 44 213 0 0 0 0 471 11:00 262 298 0 0 23:00 37 33 0 0 11:15 271 322 0 0 23:15 38 23 0 0 11:30 292 314 0 0 23:30 29 25 0 0 11:45 282 1106 339 1272 0 0 0 0 2378 23:45 24 128 18 98 0 0 0 0 226 Total Vol.5051 6948 11999 12227 11209 23436 GPS Coordinates:NB SB Combined 17277 18157 35434 Split %42.1%57.9%33.9%52.2%47.8%66.1% Peak Hour 11:45 08:00 11:45 16:45 16:45 16:45 Volume 1199 1495 2624 1626 1529 3155 P.H.F.0.96 0.93 0.94 0.94 0.90 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-010Project#Wednesday, July 31, 2013 Thursday, August 01, 2013 AM PM Daily Totals 2-DAY AVERAGE 0 El Camino RealBetween Levante Street and Calle BarcelonaWednesday, July 31, 2013End Time 31-Jul1:00 AM 952:00 AM 473:00 AM 534:00 AM 355:00 AM 1046:00 AM 2667:00 AM 6738:00 AM 1,6989:00 AM 2,39510:00 AM 2,10111:00 AM 2,15412:00 PM 2,3271:00 PM 2,6862:00 PM 2,5283:00 PM 2,6064:00 PM 2,6325:00 PM 2,8416:00 PM 3,0817:00 PM 2,2988:00 PM 1,6789:00 PM 1,30610:00 PM 83811:00 PM 47312:00 AM 180Total 3509505001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Levante Street and Calle BarcelonaThursday, August 1, 2013End Time 1-Aug1:00 AM 1012:00 AM 663:00 AM 444:00 AM 405:00 AM 896:00 AM 2597:00 AM 7068:00 AM 1,6989:00 AM 2,43010:00 AM 2,05111:00 AM 2,13712:00 PM 2,4281:00 PM 2,7012:00 PM 2,5753:00 PM 2,5294:00 PM 2,7035:00 PM 3,0956:00 PM 3,0407:00 PM 2,4588:00 PM 1,7049:00 PM 1,34510:00 PM 83511:00 PM 46812:00 AM 271Total 3577305001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 11 Location: Melrose Drive Between Lionshead Avenue and Palomar Airport Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 31 14 12:00 179 229 00:15 22 8 12:15 179 194 00:30 10 13 12:30 210 235 00:45 13 76 8 43 119 12:45 226 794 220 878 1672 01:00 4 13 13:00 213 185 01:15 11 10 13:15 213 191 01:30 3 3 13:30 201 202 01:45 9 27 7 33 60 13:45 176 803 187 765 1568 02:00 7 2 14:00 205 227 02:15 10 4 14:15 211 171 02:30 9 7 14:30 207 202 02:45 1 27 11 24 51 14:45 214 837 178 778 1615 03:00 3 4 15:00 228 199 03:15 4 2 15:15 260 223 03:30 4 6 15:30 289 235 03:45 9 20 21 33 53 15:45 234 1011 260 917 1928 04:00 6 23 16:00 310 240 04:15 9 22 16:15 280 204 04:30 12 62 16:30 333 270 04:45 21 48 56 163 211 16:45 289 1212 250 964 2176 05:00 18 53 17:00 364 316 05:15 41 68 17:15 324 292 05:30 58 126 17:30 353 265 05:45 83 200 170 417 617 17:45 283 1324 240 1113 2437 06:00 61 135 18:00 228 227 06:15 65 217 18:15 235 182 06:30 87 249 18:30 210 151 06:45 121 334 309 910 1244 18:45 199 872 141 701 1573 07:00 130 280 19:00 171 147 07:15 149 348 19:15 162 104 07:30 214 312 19:30 146 100 07:45 279 772 383 1323 2095 19:45 118 597 86 437 1034 08:00 241 341 20:00 124 88 08:15 217 312 20:15 113 78 08:30 183 292 20:30 109 72 08:45 205 846 301 1246 2092 20:45 114 460 83 321 781 09:00 165 211 21:00 112 71 09:15 168 242 21:15 109 62 09:30 148 226 21:30 82 54 09:45 129 610 220 899 1509 21:45 91 394 50 237 631 10:00 121 202 22:00 89 53 10:15 132 213 22:15 74 35 10:30 162 227 22:30 77 35 10:45 180 595 188 830 1425 22:45 37 277 39 162 439 11:00 155 191 23:00 51 42 11:15 180 220 23:15 34 28 11:30 178 236 23:30 33 17 11:45 168 681 211 858 1539 23:45 38 156 19 106 262 Total Vol.4236 6779 11015 8737 7379 16116 GPS Coordinates:NB SB EB WB Combined 12973 14158 27131 Split %38.5%61.5%40.6%54.2%45.8%59.4% Peak Hour 07:30 07:15 07:30 16:45 16:30 16:45 Volume 951 1384 2299 1330 1128 2453 P.H.F.0.85 0.90 0.87 0.91 0.89 0.90 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Wednesday, July 24, 2013 AM Daily Totals 13-1194-011 DAY 1 Volumes for:City:Carlsbad Location :Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 15 12:00 196 187 00:15 17 12 12:15 214 188 00:30 25 6 12:30 223 195 00:45 17 87 12 45 132 12:45 230 863 204 774 1637 01:00 11 5 13:00 202 193 01:15 9 6 13:15 216 190 01:30 7 6 13:30 176 200 01:45 8 35 2 19 54 13:45 193 787 261 844 1631 02:00 5 5 14:00 217 203 02:15 3 5 14:15 192 193 02:30 3 6 14:30 220 223 02:45 4 15 9 25 40 14:45 194 823 203 822 1645 03:00 4 6 15:00 213 205 03:15 5 3 15:15 259 203 03:30 2 7 15:30 252 213 03:45 6 17 11 27 44 15:45 270 994 282 903 1897 04:00 8 24 16:00 321 213 04:15 5 26 16:15 275 251 04:30 9 55 16:30 341 300 04:45 16 38 50 155 193 16:45 284 1221 298 1062 2283 05:00 21 85 17:00 378 301 05:15 41 86 17:15 318 351 05:30 45 133 17:30 315 279 05:45 88 195 187 491 686 17:45 277 1288 244 1175 2463 06:00 80 155 18:00 257 214 06:15 74 196 18:15 251 192 06:30 75 214 18:30 189 151 06:45 136 365 300 865 1230 18:45 201 898 158 715 1613 07:00 122 304 19:00 158 93 07:15 154 344 19:15 149 116 07:30 214 325 19:30 170 113 07:45 285 775 430 1403 2178 19:45 122 599 103 425 1024 08:00 266 355 20:00 132 76 08:15 204 322 20:15 122 74 08:30 185 285 20:30 125 79 08:45 196 851 296 1258 2109 20:45 98 477 78 307 784 09:00 182 266 21:00 108 59 09:15 158 228 21:15 106 56 09:30 147 242 21:30 84 44 09:45 121 608 214 950 1558 21:45 74 372 37 196 568 10:00 123 208 22:00 77 41 10:15 131 214 22:15 74 35 10:30 155 196 22:30 69 36 10:45 154 563 188 806 1369 22:45 54 274 40 152 426 11:00 187 214 23:00 44 25 11:15 174 222 23:15 43 24 11:30 188 203 23:30 43 25 11:45 169 718 201 840 1558 23:45 35 165 14 88 253 Total Vol.4267 6884 11151 8761 7463 16224 GPS Coordinates:NB SB EB WB Combined 13028 14347 27375 Split %38.3%61.7%40.7%54.0%46.0%59.3% Peak Hour 07:30 07:15 07:30 16:30 16:30 16:30 Volume 969 1454 2401 1321 1250 2571P.H.F.0.85 0.85 0.84 0.87 0.89 0.95 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Thursday, July 25, 2013 13-1194-011 Daily Totals Volumes for:&City:Carlsbad Location :Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 30 15 0 0 12:00 188 208 0 0 00:15 20 10 0 0 12:15 197 191 0 0 00:30 18 10 0 0 12:30 217 215 0 0 00:45 15 82 10 44 0 0 0 0 126 12:45 228 829 212 826 0 0 0 0 1655 01:00 8 9 0 0 13:00 208 189 0 0 01:15 10 8 0 0 13:15 215 191 0 0 01:30 5 5 0 0 13:30 189 201 0 0 01:45 9 31 5 26 0 0 0 0 57 13:45 185 795 224 805 0 0 0 0 1600 02:00 6 4 0 0 14:00 211 215 0 0 02:15 7 5 0 0 14:15 202 182 0 0 02:30 6 7 0 0 14:30 214 213 0 0 02:45 3 21 10 25 0 0 0 0 46 14:45 204 830 191 800 0 0 0 0 1630 03:00 4 5 0 0 15:00 221 202 0 0 03:15 5 3 0 0 15:15 260 213 0 0 03:30 3 7 0 0 15:30 271 224 0 0 03:45 8 19 16 30 0 0 0 0 49 15:45 252 1003 271 910 0 0 0 0 1913 04:00 7 24 0 0 16:00 316 227 0 0 04:15 7 24 0 0 16:15 278 228 0 0 04:30 11 59 0 0 16:30 337 285 0 0 04:45 19 43 53 159 0 0 0 0 202 16:45 287 1217 274 1013 0 0 0 0 2230 05:00 20 69 0 0 17:00 371 309 0 0 05:15 41 77 0 0 17:15 321 322 0 0 05:30 52 130 0 0 17:30 334 272 0 0 05:45 86 198 179 454 0 0 0 0 652 17:45 280 1306 242 1144 0 0 0 0 2450 06:00 71 145 0 0 18:00 243 221 0 0 06:15 70 207 0 0 18:15 243 187 0 0 06:30 81 232 0 0 18:30 200 151 0 0 06:45 129 350 305 888 0 0 0 0 1237 18:45 200 885 150 708 0 0 0 0 1593 07:00 126 292 0 0 19:00 165 120 0 0 07:15 152 346 0 0 19:15 156 110 0 0 07:30 214 319 0 0 19:30 158 107 0 0 07:45 282 774 407 1363 0 0 0 0 2137 19:45 120 598 95 431 0 0 0 0 1029 08:00 254 348 0 0 20:00 128 82 0 0 08:15 211 317 0 0 20:15 118 76 0 0 08:30 184 289 0 0 20:30 117 76 0 0 08:45 201 849 299 1252 0 0 0 0 2101 20:45 106 469 81 314 0 0 0 0 783 09:00 174 239 0 0 21:00 110 65 0 0 09:15 163 235 0 0 21:15 108 59 0 0 09:30 148 234 0 0 21:30 83 49 0 0 09:45 125 609 217 925 0 0 0 0 1534 21:45 83 383 44 217 0 0 0 0 600 10:00 122 205 0 0 22:00 83 47 0 0 10:15 132 214 0 0 22:15 74 35 0 0 10:30 159 212 0 0 22:30 73 36 0 0 10:45 167 579 188 818 0 0 0 0 1397 22:45 46 276 40 157 0 0 0 0 433 11:00 171 203 0 0 23:00 48 34 0 0 11:15 177 221 0 0 23:15 39 26 0 0 11:30 183 220 0 0 23:30 38 21 0 0 11:45 169 700 206 849 0 0 0 0 1549 23:45 37 161 17 97 0 0 0 0 258 Total Vol.4252 6832 11083 8749 7421 16170 GPS Coordinates:NB SB Combined 13001 14253 27253 Split %38.4%61.6%40.7%54.1%45.9%59.3% Peak Hour 07:30 07:15 07:30 16:30 16:30 16:30 Volume 960 1419 2350 1316 1189 2505 P.H.F.0.85 0.87 0.85 0.89 0.92 0.92 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-011Project#Wednesday, July 24, 2013 Thursday, July 25, 2013 Melrose Drive Between Lionshead Avenue and Palomar Airport RoadWednesday, July 24, 2013End Time 24-Jul1:00 AM 1192:00 AM 603:00 AM 514:00 AM 535:00 AM 2116:00 AM 6177:00 AM 1,2448:00 AM 2,0959:00 AM 2,09210:00 AM 1,50911:00 AM 1,42512:00 PM 1,5391:00 PM 1,6722:00 PM 1,5683:00 PM 1,6154:00 PM 1,9285:00 PM 2,1766:00 PM 2,4377:00 PM 1,5738:00 PM 1,0349:00 PM 78110:00 PM 63111:00 PM 43912:00 AM 262Total 2713105001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot Melrose Drive Between Lionshead Avenue and Palomar Airport RoadThursday, July 25, 2013End Time 25-Jul1:00 AM 1322:00 AM 543:00 AM 404:00 AM 445:00 AM 1936:00 AM 6867:00 AM 1,2308:00 AM 2,1789:00 AM 2,10910:00 AM 1,55811:00 AM 1,36912:00 PM 1,5581:00 PM 1,6372:00 PM 1,6313:00 PM 1,6454:00 PM 1,8975:00 PM 2,2836:00 PM 2,4637:00 PM 1,6138:00 PM 1,0249:00 PM 78410:00 PM 56811:00 PM 42612:00 AM 253Total 2737505001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 12 Location: Carlsbad Boulevard Between State Street and Mountain View Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 6 12:00 104 143 00:15 5 5 12:15 115 150 00:30 8 4 12:30 114 200 00:45 7 38 6 21 59 12:45 117 450 235 728 1178 01:00 3 4 13:00 112 279 01:15 3 1 13:15 128 282 01:30 1 3 13:30 87 297 01:45 5 12 0 8 20 13:45 105 432 273 1131 1563 02:00 2 6 14:00 115 298 02:15 3 1 14:15 152 199 02:30 1 3 14:30 130 142 02:45 0 6 2 12 18 14:45 126 523 159 798 1321 03:00 0 1 15:00 125 139 03:15 1 1 15:15 123 130 03:30 3 2 15:30 146 145 03:45 0 4 2 6 10 15:45 136 530 138 552 1082 04:00 1 5 16:00 141 126 04:15 2 3 16:15 154 126 04:30 3 7 16:30 156 104 04:45 4 10 8 23 33 16:45 155 606 119 475 1081 05:00 4 9 17:00 166 130 05:15 4 19 17:15 155 100 05:30 8 16 17:30 167 114 05:45 13 29 22 66 95 17:45 167 655 123 467 1122 06:00 11 46 18:00 144 107 06:15 19 52 18:15 151 86 06:30 24 70 18:30 136 107 06:45 27 81 83 251 332 18:45 119 550 93 393 943 07:00 39 106 19:00 101 80 07:15 39 98 19:15 95 66 07:30 41 95 19:30 103 79 07:45 37 156 95 394 550 19:45 89 388 65 290 678 08:00 42 95 20:00 102 71 08:15 57 102 20:15 91 65 08:30 52 95 20:30 81 54 08:45 74 225 107 399 624 20:45 61 335 39 229 564 09:00 51 86 21:00 50 39 09:15 66 79 21:15 52 35 09:30 75 97 21:30 36 45 09:45 84 276 109 371 647 21:45 39 177 31 150 327 10:00 85 96 22:00 35 31 10:15 126 98 22:15 27 18 10:30 125 99 22:30 33 18 10:45 142 478 110 403 881 22:45 20 115 16 83 198 11:00 125 122 23:00 25 12 11:15 101 113 23:15 14 13 11:30 124 101 23:30 15 7 11:45 152 502 132 468 970 23:45 9 63 6 38 101 Total Vol.1817 2422 4239 4824 5334 10158 GPS Coordinates:NB SB EB WB Combined 6641 7756 14397 Split %42.9%57.1%29.4%47.5%52.5%70.6% Peak Hour 10:15 11:45 11:45 17:00 13:15 13:15 Volume 518 625 1110 655 1150 1585 P.H.F.0.91 0.78 0.88 0.98 0.96 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. State St. & Mountain View Dr. PM Project#Tuesday, July 16, 2013 AM Daily Totals 13-1194-012 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 6 12:00 103 220 00:15 7 5 12:15 124 272 00:30 7 4 12:30 94 228 00:45 4 26 5 20 46 12:45 122 443 228 948 1391 01:00 6 3 13:00 133 196 01:15 11 5 13:15 101 180 01:30 4 2 13:30 119 179 01:45 4 25 2 12 37 13:45 112 465 178 733 1198 02:00 5 5 14:00 116 215 02:15 5 6 14:15 134 188 02:30 1 0 14:30 140 193 02:45 3 14 0 11 25 14:45 128 518 186 782 1300 03:00 2 1 15:00 138 190 03:15 2 1 15:15 125 174 03:30 1 1 15:30 121 175 03:45 1 6 3 6 12 15:45 155 539 166 705 1244 04:00 1 3 16:00 164 161 04:15 2 5 16:15 157 150 04:30 2 4 16:30 135 159 04:45 2 7 12 24 31 16:45 153 609 161 631 1240 05:00 5 12 17:00 198 171 05:15 1 15 17:15 176 145 05:30 7 22 17:30 139 158 05:45 5 18 25 74 92 17:45 185 698 132 606 1304 06:00 19 35 18:00 158 131 06:15 24 54 18:15 128 112 06:30 17 82 18:30 169 96 06:45 32 92 95 266 358 18:45 129 584 74 413 997 07:00 35 91 19:00 102 98 07:15 34 99 19:15 95 81 07:30 48 121 19:30 118 97 07:45 55 172 99 410 582 19:45 87 402 80 356 758 08:00 37 113 20:00 123 71 08:15 64 91 20:15 112 58 08:30 61 89 20:30 103 41 08:45 47 209 107 400 609 20:45 91 429 39 209 638 09:00 53 93 21:00 77 48 09:15 85 97 21:15 62 28 09:30 70 83 21:30 63 48 09:45 56 264 99 372 636 21:45 53 255 36 160 415 10:00 87 84 22:00 46 22 10:15 92 79 22:15 46 32 10:30 79 113 22:30 32 33 10:45 80 338 148 424 762 22:45 23 147 20 107 254 11:00 78 156 23:00 26 14 11:15 91 204 23:15 18 9 11:30 98 219 23:30 20 9 11:45 94 361 203 782 1143 23:45 10 74 7 39 113 Total Vol.1532 2801 4333 5163 5689 10852 GPS Coordinates:NB SB EB WB Combined 6695 8490 15185 Split %35.4%64.6%28.5%47.6%52.4%71.5% Peak Hour 11:30 11:45 11:45 17:00 12:00 12:15 Volume 419 923 1338 698 948 1397P.H.F.0.84 0.85 0.84 0.88 0.87 0.88 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Carlsbad Blvd. btwn. State St. & Mountain View Dr. Wednesday, July 17, 2013 13-1194-012 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 6 0 0 12:00 104 182 0 0 00:15 6 5 0 0 12:15 120 211 0 0 00:30 8 4 0 0 12:30 104 214 0 0 00:45 6 32 6 21 0 0 0 0 53 12:45 120 447 232 838 0 0 0 0 1285 01:00 5 4 0 0 13:00 123 238 0 0 01:15 7 3 0 0 13:15 115 231 0 0 01:30 3 3 0 0 13:30 103 238 0 0 01:45 5 19 1 10 0 0 0 0 29 13:45 109 449 226 932 0 0 0 0 1381 02:00 4 6 0 0 14:00 116 257 0 0 02:15 4 4 0 0 14:15 143 194 0 0 02:30 1 2 0 0 14:30 135 168 0 0 02:45 2 10 1 12 0 0 0 0 22 14:45 127 521 173 790 0 0 0 0 1311 03:00 1 1 0 0 15:00 132 165 0 0 03:15 2 1 0 0 15:15 124 152 0 0 03:30 2 2 0 0 15:30 134 160 0 0 03:45 1 5 3 6 0 0 0 0 11 15:45 146 535 152 629 0 0 0 0 1163 04:00 1 4 0 0 16:00 153 144 0 0 04:15 2 4 0 0 16:15 156 138 0 0 04:30 3 6 0 0 16:30 146 132 0 0 04:45 3 9 10 24 0 0 0 0 32 16:45 154 608 140 553 0 0 0 0 1161 05:00 5 11 0 0 17:00 182 151 0 0 05:15 3 17 0 0 17:15 166 123 0 0 05:30 8 19 0 0 17:30 153 136 0 0 05:45 9 24 24 70 0 0 0 0 94 17:45 176 677 128 537 0 0 0 0 1213 06:00 15 41 0 0 18:00 151 119 0 0 06:15 22 53 0 0 18:15 140 99 0 0 06:30 21 76 0 0 18:30 153 102 0 0 06:45 30 87 89 259 0 0 0 0 345 18:45 124 567 84 403 0 0 0 0 970 07:00 37 99 0 0 19:00 102 89 0 0 07:15 37 99 0 0 19:15 95 74 0 0 07:30 45 108 0 0 19:30 111 88 0 0 07:45 46 164 97 402 0 0 0 0 566 19:45 88 395 73 323 0 0 0 0 718 08:00 40 104 0 0 20:00 113 71 0 0 08:15 61 97 0 0 20:15 102 62 0 0 08:30 57 92 0 0 20:30 92 48 0 0 08:45 61 217 107 400 0 0 0 0 617 20:45 76 382 39 219 0 0 0 0 601 09:00 52 90 0 0 21:00 64 44 0 0 09:15 76 88 0 0 21:15 57 32 0 0 09:30 73 90 0 0 21:30 50 47 0 0 09:45 70 270 104 372 0 0 0 0 642 21:45 46 216 34 155 0 0 0 0 371 10:00 86 90 0 0 22:00 41 27 0 0 10:15 109 89 0 0 22:15 37 25 0 0 10:30 102 106 0 0 22:30 33 26 0 0 10:45 111 408 129 414 0 0 0 0 822 22:45 22 131 18 95 0 0 0 0 226 11:00 102 139 0 0 23:00 26 13 0 0 11:15 96 159 0 0 23:15 16 11 0 0 11:30 111 160 0 0 23:30 18 8 0 0 11:45 123 432 168 625 0 0 0 0 1057 23:45 10 69 7 39 0 0 0 0 107 Total Vol.1675 2612 4286 4994 5512 10505 GPS Coordinates:NB SB Combined 6668 8123 14791 Split %39.1%60.9%29.0%47.5%52.5%71.0% Peak Hour 11:30 11:45 11:45 17:00 13:15 12:45 Volume 457 774 1224 677 951 1398 P.H.F.0.93 0.90 0.93 0.93 0.93 0.97 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-012Project# Carlsbad Blvd. btwn. State St. & Mountain View Dr. Tuesday, July 16, 2013 Wednesday, July 17, 2013 Carlsbad BoulevardBetween State Street and Mountain View DriveTuesday, July 16, 2013End Time 16-Jul1:00 AM 592:00 AM 203:00 AM 184:00 AM 105:00 AM 336:00 AM 957:00 AM 3328:00 AM 5509:00 AM 62410:00 AM 64711:00 AM 88112:00 PM 9701:00 PM 1,1782:00 PM 1,5633:00 PM 1,3214:00 PM 1,0825:00 PM 1,0816:00 PM 1,1227:00 PM 9438:00 PM 6789:00 PM 56410:00 PM 32711:00 PM 19812:00 AM 101Total 1439702004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween State Street and Mountain View DriveWednesday, July 17, 2013End Time 17-Jul1:00 AM 462:00 AM 373:00 AM 254:00 AM 125:00 AM 316:00 AM 927:00 AM 3588:00 AM 5829:00 AM 60910:00 AM 63611:00 AM 76212:00 PM 1,1431:00 PM 1,3912:00 PM 1,1983:00 PM 1,3004:00 PM 1,2445:00 PM 1,2406:00 PM 1,3047:00 PM 9978:00 PM 7589:00 PM 63810:00 PM 41511:00 PM 25412:00 AM 113Total 1518502004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 13 Location: Carlsbad Boulevard Between Acacia Avenue and Cherry Avenue Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 17 11 12:00 187 162 00:15 2 7 12:15 158 243 00:30 5 5 12:30 126 285 00:45 4 28 7 30 58 12:45 152 623 314 1004 1627 01:00 3 6 13:00 150 317 01:15 3 1 13:15 137 318 01:30 3 4 13:30 132 324 01:45 5 14 5 16 30 13:45 121 540 295 1254 1794 02:00 2 2 14:00 125 271 02:15 2 7 14:15 146 247 02:30 3 2 14:30 156 215 02:45 1 8 3 14 22 14:45 147 574 199 932 1506 03:00 1 0 15:00 138 186 03:15 2 1 15:15 167 170 03:30 1 3 15:30 187 148 03:45 0 4 2 6 10 15:45 186 678 181 685 1363 04:00 1 2 16:00 151 181 04:15 0 2 16:15 208 152 04:30 5 5 16:30 215 144 04:45 7 13 4 13 26 16:45 194 768 151 628 1396 05:00 8 10 17:00 196 156 05:15 5 16 17:15 213 133 05:30 10 26 17:30 226 148 05:45 22 45 33 85 130 17:45 215 850 160 597 1447 06:00 21 50 18:00 185 151 06:15 20 53 18:15 191 124 06:30 31 79 18:30 169 151 06:45 35 107 95 277 384 18:45 153 698 136 562 1260 07:00 49 111 19:00 136 103 07:15 51 136 19:15 129 139 07:30 63 153 19:30 127 114 07:45 53 216 139 539 755 19:45 125 517 109 465 982 08:00 59 115 20:00 129 122 08:15 58 116 20:15 82 97 08:30 75 121 20:30 86 85 08:45 93 285 108 460 745 20:45 64 361 86 390 751 09:00 89 100 21:00 78 70 09:15 98 100 21:15 46 56 09:30 132 115 21:30 26 50 09:45 152 471 123 438 909 21:45 32 182 61 237 419 10:00 158 131 22:00 23 38 10:15 165 132 22:15 25 34 10:30 160 128 22:30 26 34 10:45 171 654 125 516 1170 22:45 23 97 15 121 218 11:00 154 144 23:00 16 18 11:15 148 142 23:15 17 19 11:30 185 122 23:30 15 8 11:45 194 681 164 572 1253 23:45 4 52 11 56 108 Total Vol.2526 2966 5492 5940 6931 12871 GPS Coordinates:NB SB EB WB Combined 8466 9897 18363 Split %46.0%54.0%29.9%46.2%53.8%70.1% Peak Hour 11:30 11:45 11:45 17:00 12:45 12:45 Volume 724 854 1519 850 1273 1844 P.H.F.0.93 0.75 0.92 0.94 0.98 0.99 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. PM Project#Tuesday, July 16, 2013 AM Daily Totals 13-1194-013 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 11 6 12:00 143 261 00:15 7 6 12:15 148 295 00:30 8 11 12:30 132 288 00:45 5 31 4 27 58 12:45 162 585 280 1124 1709 01:00 3 5 13:00 142 271 01:15 5 4 13:15 142 232 01:30 2 2 13:30 155 252 01:45 0 10 6 17 27 13:45 115 554 259 1014 1568 02:00 2 3 14:00 162 258 02:15 1 4 14:15 137 253 02:30 2 1 14:30 163 272 02:45 0 5 2 10 15 14:45 134 596 232 1015 1611 03:00 3 0 15:00 182 201 03:15 0 3 15:15 154 234 03:30 1 1 15:30 178 211 03:45 0 4 0 4 8 15:45 194 708 238 884 1592 04:00 1 2 16:00 175 208 04:15 1 5 16:15 166 203 04:30 2 3 16:30 187 230 04:45 4 8 8 18 26 16:45 228 756 263 904 1660 05:00 6 7 17:00 215 226 05:15 1 19 17:15 229 210 05:30 10 24 17:30 237 182 05:45 17 34 33 83 117 17:45 232 913 164 782 1695 06:00 15 38 18:00 198 148 06:15 30 55 18:15 200 139 06:30 27 86 18:30 228 151 06:45 47 119 91 270 389 18:45 165 791 146 584 1375 07:00 47 115 19:00 137 128 07:15 35 130 19:15 160 115 07:30 69 189 19:30 112 151 07:45 65 216 169 603 819 19:45 147 556 117 511 1067 08:00 60 134 20:00 136 127 08:15 70 122 20:15 128 113 08:30 86 87 20:30 88 92 08:45 67 283 116 459 742 20:45 77 429 82 414 843 09:00 100 118 21:00 48 81 09:15 126 129 21:15 51 68 09:30 104 129 21:30 43 50 09:45 96 426 135 511 937 21:45 33 175 59 258 433 10:00 113 137 22:00 39 42 10:15 113 114 22:15 38 30 10:30 104 167 22:30 30 32 10:45 144 474 190 608 1082 22:45 24 131 22 126 257 11:00 124 170 23:00 26 21 11:15 125 239 23:15 22 18 11:30 150 252 23:30 14 11 11:45 155 554 259 920 1474 23:45 14 76 9 59 135 Total Vol.2164 3530 5694 6270 7675 13945 GPS Coordinates:NB SB EB WB Combined 8434 11205 19639 Split %38.0%62.0%29.0%45.0%55.0%71.0% Peak Hour 11:30 11:45 11:45 17:00 12:15 16:45 Volume 596 1103 1681 913 1134 1790P.H.F.0.96 0.93 0.95 0.96 0.96 0.91 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Wednesday, July 17, 2013 13-1194-013 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 9 0 0 12:00 165 212 0 0 00:15 5 7 0 0 12:15 153 269 0 0 00:30 7 8 0 0 12:30 129 287 0 0 00:45 5 30 6 29 0 0 0 0 58 12:45 157 604 297 1064 0 0 0 0 1668 01:00 3 6 0 0 13:00 146 294 0 0 01:15 4 3 0 0 13:15 140 275 0 0 01:30 3 3 0 0 13:30 144 288 0 0 01:45 3 12 6 17 0 0 0 0 29 13:45 118 547 277 1134 0 0 0 0 1681 02:00 2 3 0 0 14:00 144 265 0 0 02:15 2 6 0 0 14:15 142 250 0 0 02:30 3 2 0 0 14:30 160 244 0 0 02:45 1 7 3 12 0 0 0 0 19 14:45 141 585 216 974 0 0 0 0 1559 03:00 2 0 0 0 15:00 160 194 0 0 03:15 1 2 0 0 15:15 161 202 0 0 03:30 1 2 0 0 15:30 183 180 0 0 03:45 0 4 1 5 0 0 0 0 9 15:45 190 693 210 785 0 0 0 0 1478 04:00 1 2 0 0 16:00 163 195 0 0 04:15 1 4 0 0 16:15 187 178 0 0 04:30 4 4 0 0 16:30 201 187 0 0 04:45 6 11 6 16 0 0 0 0 26 16:45 211 762 207 766 0 0 0 0 1528 05:00 7 9 0 0 17:00 206 191 0 0 05:15 3 18 0 0 17:15 221 172 0 0 05:30 10 25 0 0 17:30 232 165 0 0 05:45 20 40 33 84 0 0 0 0 124 17:45 224 882 162 690 0 0 0 0 1571 06:00 18 44 0 0 18:00 192 150 0 0 06:15 25 54 0 0 18:15 196 132 0 0 06:30 29 83 0 0 18:30 199 151 0 0 06:45 41 113 93 274 0 0 0 0 387 18:45 159 745 141 573 0 0 0 0 1318 07:00 48 113 0 0 19:00 137 116 0 0 07:15 43 133 0 0 19:15 145 127 0 0 07:30 66 171 0 0 19:30 120 133 0 0 07:45 59 216 154 571 0 0 0 0 787 19:45 136 537 113 488 0 0 0 0 1025 08:00 60 125 0 0 20:00 133 125 0 0 08:15 64 119 0 0 20:15 105 105 0 0 08:30 81 104 0 0 20:30 87 89 0 0 08:45 80 284 112 460 0 0 0 0 744 20:45 71 395 84 402 0 0 0 0 797 09:00 95 109 0 0 21:00 63 76 0 0 09:15 112 115 0 0 21:15 49 62 0 0 09:30 118 122 0 0 21:30 35 50 0 0 09:45 124 449 129 475 0 0 0 0 923 21:45 33 179 60 248 0 0 0 0 426 10:00 136 134 0 0 22:00 31 40 0 0 10:15 139 123 0 0 22:15 32 32 0 0 10:30 132 148 0 0 22:30 28 33 0 0 10:45 158 564 158 562 0 0 0 0 1126 22:45 24 114 19 124 0 0 0 0 238 11:00 139 157 0 0 23:00 21 20 0 0 11:15 137 191 0 0 23:15 20 19 0 0 11:30 168 187 0 0 23:30 15 10 0 0 11:45 175 618 212 746 0 0 0 0 1364 23:45 9 64 10 58 0 0 0 0 122 Total Vol.2345 3248 5593 6105 7303 13408 GPS Coordinates:NB SB Combined 8450 10551 19001 Split %41.9%58.1%29.4%45.5%54.5%70.6% Peak Hour 11:30 11:45 11:45 17:00 12:45 12:45 Volume 660 979 1600 882 1154 1740 P.H.F.0.95 0.85 0.95 0.95 0.97 0.96 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-013Project# Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Tuesday, July 16, 2013 Wednesday, July 17, 2013 Carlsbad BoulevardBetween Acacia Avenue and Cherry AvenueTuesday, July 16, 2013End Time 16-Jul1:00 AM 582:00 AM 303:00 AM 224:00 AM 105:00 AM 266:00 AM 1307:00 AM 3848:00 AM 7559:00 AM 74510:00 AM 90911:00 AM 1,17012:00 PM 1,2531:00 PM 1,6272:00 PM 1,7943:00 PM 1,5064:00 PM 1,3635:00 PM 1,3966:00 PM 1,4477:00 PM 1,2608:00 PM 9829:00 PM 75110:00 PM 41911:00 PM 21812:00 AM 108Total 1836302004006008001,0001,2001,4001,6001,8002,000Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Acacia Avenue and Cherry AvenueWednesday, July 17, 2013End Time 17-Jul1:00 AM 582:00 AM 273:00 AM 154:00 AM 85:00 AM 266:00 AM 1177:00 AM 3898:00 AM 8199:00 AM 74210:00 AM 93711:00 AM 1,08212:00 PM 1,4741:00 PM 1,7092:00 PM 1,5683:00 PM 1,6114:00 PM 1,5925:00 PM 1,6606:00 PM 1,6957:00 PM 1,3758:00 PM 1,0679:00 PM 84310:00 PM 43311:00 PM 25712:00 AM 135Total 1963902004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 14 Location: Carlsbad Boulevard Between Tamarack Avenue and Tierra Del Oro Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 11 11 12:00 167 146 00:15 6 15 12:15 173 137 00:30 8 6 12:30 136 167 00:45 5 30 3 35 65 12:45 162 638 161 611 1249 01:00 2 4 13:00 153 176 01:15 4 1 13:15 134 150 01:30 0 4 13:30 129 167 01:45 3 9 9 18 27 13:45 152 568 152 645 1213 02:00 2 1 14:00 133 159 02:15 0 2 14:15 179 143 02:30 2 0 14:30 133 158 02:45 0 4 2 5 9 14:45 179 624 131 591 1215 03:00 0 1 15:00 147 159 03:15 0 0 15:15 179 139 03:30 1 3 15:30 202 160 03:45 1 2 0 4 6 15:45 204 732 141 599 1331 04:00 5 3 16:00 208 152 04:15 3 7 16:15 241 167 04:30 1 4 16:30 230 143 04:45 1 10 12 26 36 16:45 244 923 141 603 1526 05:00 2 13 17:00 239 164 05:15 12 21 17:15 262 139 05:30 11 24 17:30 276 163 05:45 22 47 30 88 135 17:45 265 1042 141 607 1649 06:00 23 32 18:00 230 141 06:15 12 69 18:15 225 138 06:30 27 92 18:30 174 116 06:45 38 100 106 299 399 18:45 134 763 139 534 1297 07:00 36 105 19:00 127 109 07:15 44 151 19:15 119 112 07:30 44 166 19:30 130 96 07:45 71 195 208 630 825 19:45 109 485 122 439 924 08:00 78 155 20:00 89 111 08:15 79 168 20:15 71 76 08:30 80 146 20:30 87 77 08:45 90 327 129 598 925 20:45 56 303 84 348 651 09:00 107 138 21:00 50 73 09:15 105 126 21:15 42 57 09:30 125 139 21:30 45 33 09:45 145 482 103 506 988 21:45 31 168 34 197 365 10:00 155 129 22:00 32 46 10:15 122 124 22:15 25 31 10:30 121 135 22:30 38 30 10:45 140 538 146 534 1072 22:45 20 115 22 129 244 11:00 131 143 23:00 18 6 11:15 146 143 23:15 16 12 11:30 153 154 23:30 10 15 11:45 125 555 145 585 1140 23:45 11 55 10 43 98 Total Vol.2299 3328 5627 6416 5346 11762 GPS Coordinates:NB SB EB WB Combined 8715 8674 17389 Split %40.9%59.1%32.4%54.5%45.5%67.6% Peak Hour 11:30 07:30 11:30 17:00 12:30 17:00 Volume 618 697 1200 1042 654 1649P.H.F.0.89 0.84 0.96 0.94 0.93 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Tamarack Ave. & Tierra del Oro PM Project#Wednesday, July 10, 2013 AM Daily Totals 13-1194-014 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 4 14 12:00 154 154 00:15 4 5 12:15 136 158 00:30 3 6 12:30 158 145 00:45 4 15 1 26 41 12:45 133 581 153 610 1191 01:00 5 5 13:00 105 150 01:15 8 6 13:15 130 141 01:30 2 6 13:30 131 156 01:45 5 20 4 21 41 13:45 146 512 143 590 1102 02:00 2 3 14:00 166 145 02:15 1 2 14:15 150 144 02:30 2 0 14:30 128 144 02:45 1 6 1 6 12 14:45 155 599 151 584 1183 03:00 1 4 15:00 169 148 03:15 2 1 15:15 162 151 03:30 3 1 15:30 160 152 03:45 1 7 3 9 16 15:45 196 687 162 613 1300 04:00 1 8 16:00 189 139 04:15 1 4 16:15 215 155 04:30 3 7 16:30 224 148 04:45 8 13 9 28 41 16:45 245 873 154 596 1469 05:00 7 12 17:00 234 145 05:15 5 12 17:15 272 161 05:30 15 24 17:30 304 162 05:45 21 48 27 75 123 17:45 243 1053 126 594 1647 06:00 20 39 18:00 237 137 06:15 22 64 18:15 196 139 06:30 31 96 18:30 183 152 06:45 29 102 128 327 429 18:45 176 792 117 545 1337 07:00 41 132 19:00 167 136 07:15 44 179 19:15 131 113 07:30 46 161 19:30 101 117 07:45 66 197 192 664 861 19:45 119 518 103 469 987 08:00 62 135 20:00 140 135 08:15 79 175 20:15 123 118 08:30 78 173 20:30 84 85 08:45 74 293 131 614 907 20:45 68 415 85 423 838 09:00 85 126 21:00 53 91 09:15 80 117 21:15 55 76 09:30 105 148 21:30 44 56 09:45 106 376 130 521 897 21:45 40 192 55 278 470 10:00 86 125 22:00 36 37 10:15 115 129 22:15 39 40 10:30 129 126 22:30 22 29 10:45 126 456 127 507 963 22:45 24 121 19 125 246 11:00 104 127 23:00 26 17 11:15 133 116 23:15 19 18 11:30 137 112 23:30 18 18 11:45 151 525 122 477 1002 23:45 18 81 11 64 145 Total Vol.2058 3275 5333 6424 5491 11915 GPS Coordinates:NB SB EB WB Combined 8482 8766 17248 Split %38.6%61.4%30.9%53.9%46.1%69.1% Peak Hour 11:45 07:45 11:45 17:15 16:45 16:45 Volume 599 675 1178 1056 622 1677P.H.F.0.95 0.88 0.96 0.87 0.96 0.90 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Carlsbad Blvd. btwn. Tamarack Ave. & Tierra del Oro Thursday, July 11, 2013 13-1194-014 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 13 0 0 12:00 161 150 0 0 00:15 5 10 0 0 12:15 155 148 0 0 00:30 6 6 0 0 12:30 147 156 0 0 00:45 5 23 2 31 0 0 0 0 53 12:45 148 610 157 611 0 0 0 0 1220 01:00 4 5 0 0 13:00 129 163 0 0 01:15 6 4 0 0 13:15 132 146 0 0 01:30 1 5 0 0 13:30 130 162 0 0 01:45 4 15 7 20 0 0 0 0 34 13:45 149 540 148 618 0 0 0 0 1158 02:00 2 2 0 0 14:00 150 152 0 0 02:15 1 2 0 0 14:15 165 144 0 0 02:30 2 0 0 0 14:30 131 151 0 0 02:45 1 5 2 6 0 0 0 0 11 14:45 167 612 141 588 0 0 0 0 1199 03:00 1 3 0 0 15:00 158 154 0 0 03:15 1 1 0 0 15:15 171 145 0 0 03:30 2 2 0 0 15:30 181 156 0 0 03:45 1 5 2 7 0 0 0 0 11 15:45 200 710 152 606 0 0 0 0 1316 04:00 3 6 0 0 16:00 199 146 0 0 04:15 2 6 0 0 16:15 228 161 0 0 04:30 2 6 0 0 16:30 227 146 0 0 04:45 5 12 11 27 0 0 0 0 39 16:45 245 898 148 600 0 0 0 0 1498 05:00 5 13 0 0 17:00 237 155 0 0 05:15 9 17 0 0 17:15 267 150 0 0 05:30 13 24 0 0 17:30 290 163 0 0 05:45 22 48 29 82 0 0 0 0 129 17:45 254 1048 134 601 0 0 0 0 1648 06:00 22 36 0 0 18:00 234 139 0 0 06:15 17 67 0 0 18:15 211 139 0 0 06:30 29 94 0 0 18:30 179 134 0 0 06:45 34 101 117 313 0 0 0 0 414 18:45 155 778 128 540 0 0 0 0 1317 07:00 39 119 0 0 19:00 147 123 0 0 07:15 44 165 0 0 19:15 125 113 0 0 07:30 45 164 0 0 19:30 116 107 0 0 07:45 69 196 200 647 0 0 0 0 843 19:45 114 502 113 454 0 0 0 0 956 08:00 70 145 0 0 20:00 115 123 0 0 08:15 79 172 0 0 20:15 97 97 0 0 08:30 79 160 0 0 20:30 86 81 0 0 08:45 82 310 130 606 0 0 0 0 916 20:45 62 359 85 386 0 0 0 0 745 09:00 96 132 0 0 21:00 52 82 0 0 09:15 93 122 0 0 21:15 49 67 0 0 09:30 115 144 0 0 21:30 45 45 0 0 09:45 126 429 117 514 0 0 0 0 943 21:45 36 180 45 238 0 0 0 0 418 10:00 121 127 0 0 22:00 34 42 0 0 10:15 119 127 0 0 22:15 32 36 0 0 10:30 125 131 0 0 22:30 30 30 0 0 10:45 133 497 137 521 0 0 0 0 1018 22:45 22 118 21 127 0 0 0 0 245 11:00 118 135 0 0 23:00 22 12 0 0 11:15 140 130 0 0 23:15 18 15 0 0 11:30 145 133 0 0 23:30 14 17 0 0 11:45 138 540 134 531 0 0 0 0 1071 23:45 15 68 11 54 0 0 0 0 122 Total Vol.2179 3302 5480 6420 5419 11839 GPS Coordinates:NB SB Combined 8599 8720 17319 Split %39.8%60.2%31.6%54.2%45.8%68.4% Peak Hour 11:45 07:30 11:45 17:00 12:45 16:45 Volume 600 680 1187 1048 627 1653 P.H.F.0.93 0.85 0.96 0.90 0.96 0.91 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-014Project# Carlsbad Blvd. btwn. Tamarack Ave. & Tierra del Oro Wednesday, July 10, 2013 Thursday, July 11, 2013 Carlsbad Boulevard Between Tamarack Avenue and Tierra Del Oro Street Wednesday, July 10, 2013 End Time 10-Jul 1:00 AM 65 2:00 AM 27 3:00 AM 9 4:00 AM 6 5:00 AM 36 6:00 AM 135 7:00 AM 399 8:00 AM 825 9:00 AM 925 10:00 AM 988 11:00 AM 1,072 12:00 PM 1,140 1:00 PM 1,249 2:00 PM 1,213 3:00 PM 1,215 4:00 PM 1,331 5:00 PM 1,526 6:00 PM 1,649 7:00 PM 1,297 8:00 PM 924 9:00 PM 1,055 10:00 PM 365 11:00 PM 244 12:00 AM 98 Total 17793 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 Total Volume (Both Directions)24-Hour Volume Plot Carlsbad Boulevard Between Tamarack Avenue and Tierra Del Oro Street Thursday, July 11, 2013 End Time 11-Jul 1:00 AM 41 2:00 AM 41 3:00 AM 12 4:00 AM 16 5:00 AM 41 6:00 AM 123 7:00 AM 429 8:00 AM 861 9:00 AM 907 10:00 AM 897 11:00 AM 963 12:00 PM 1,002 1:00 PM 1,191 2:00 PM 1,102 3:00 PM 1,183 4:00 PM 1,300 5:00 PM 1,469 6:00 PM 1,647 7:00 PM 1,337 8:00 PM 987 9:00 PM 838 10:00 PM 470 11:00 PM 246 12:00 AM 145 Total 17248 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 15 Location: Carlsbad Boulevard Between Cannon Road and Cerezo Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 5 9 12:00 183 156 00:15 6 9 12:15 187 145 00:30 5 3 12:30 149 155 00:45 2 18 1 22 40 12:45 166 685 159 615 1300 01:00 3 4 13:00 134 151 01:15 0 2 13:15 129 173 01:30 3 3 13:30 126 166 01:45 1 7 3 12 19 13:45 127 516 192 682 1198 02:00 3 3 14:00 166 205 02:15 1 1 14:15 151 251 02:30 1 3 14:30 176 169 02:45 1 6 0 7 13 14:45 157 650 134 759 1409 03:00 2 0 15:00 140 126 03:15 2 0 15:15 129 147 03:30 1 0 15:30 155 147 03:45 0 5 4 4 9 15:45 168 592 160 580 1172 04:00 0 3 16:00 171 143 04:15 1 3 16:15 160 148 04:30 1 1 16:30 175 122 04:45 0 2 8 15 17 16:45 194 700 123 536 1236 05:00 2 7 17:00 226 137 05:15 5 17 17:15 168 139 05:30 8 20 17:30 227 140 05:45 19 34 29 73 107 17:45 209 830 124 540 1370 06:00 25 37 18:00 215 110 06:15 22 65 18:15 167 119 06:30 27 72 18:30 130 142 06:45 35 109 107 281 390 18:45 118 630 107 478 1108 07:00 37 106 19:00 147 109 07:15 47 136 19:15 100 100 07:30 50 166 19:30 95 80 07:45 64 198 185 593 791 19:45 69 411 84 373 784 08:00 70 163 20:00 79 77 08:15 71 130 20:15 66 64 08:30 58 134 20:30 57 65 08:45 88 287 127 554 841 20:45 44 246 62 268 514 09:00 64 115 21:00 42 48 09:15 97 94 21:15 43 50 09:30 102 129 21:30 40 34 09:45 134 397 96 434 831 21:45 28 153 44 176 329 10:00 153 96 22:00 23 29 10:15 186 115 22:15 23 23 10:30 146 155 22:30 21 11 10:45 139 624 127 493 1117 22:45 15 82 17 80 162 11:00 177 150 23:00 14 12 11:15 160 147 23:15 13 13 11:30 186 135 23:30 11 15 11:45 178 701 148 580 1281 23:45 8 46 9 49 95 Total Vol.2388 3068 5456 5541 5136 10677 GPS Coordinates:NB SB EB WB Combined 7929 8204 16133 Split %43.8%56.2%33.8%51.9%48.1%66.2% Peak Hour 11:30 07:15 11:30 17:00 13:45 13:45 Volume 734 650 1318 830 817 1437 P.H.F.0.98 0.88 0.97 0.91 0.81 0.89 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. PM Project#Wednesday, July 24, 2013 AM Daily Totals 13-1194-015 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 10 12:00 136 136 00:15 13 6 12:15 157 153 00:30 5 5 12:30 186 226 00:45 8 32 4 25 57 12:45 136 615 284 799 1414 01:00 3 3 13:00 136 268 01:15 2 0 13:15 168 287 01:30 2 3 13:30 157 263 01:45 1 8 4 10 18 13:45 145 606 181 999 1605 02:00 1 1 14:00 133 203 02:15 2 6 14:15 143 154 02:30 1 1 14:30 148 168 02:45 0 4 1 9 13 14:45 162 586 156 681 1267 03:00 3 2 15:00 160 169 03:15 1 1 15:15 149 152 03:30 0 3 15:30 147 179 03:45 1 5 0 6 11 15:45 172 628 191 691 1319 04:00 1 2 16:00 188 176 04:15 3 5 16:15 182 172 04:30 3 5 16:30 186 180 04:45 3 10 6 18 28 16:45 222 778 143 671 1449 05:00 1 8 17:00 220 157 05:15 6 11 17:15 193 167 05:30 12 21 17:30 217 159 05:45 9 28 30 70 98 17:45 226 856 145 628 1484 06:00 20 32 18:00 219 129 06:15 27 53 18:15 228 97 06:30 25 50 18:30 216 108 06:45 49 121 81 216 337 18:45 207 870 105 439 1309 07:00 31 127 19:00 179 109 07:15 44 158 19:15 185 105 07:30 55 181 19:30 107 90 07:45 74 204 169 635 839 19:45 89 560 101 405 965 08:00 77 147 20:00 96 99 08:15 76 144 20:15 65 84 08:30 57 158 20:30 66 71 08:45 77 287 139 588 875 20:45 67 294 70 324 618 09:00 96 109 21:00 52 49 09:15 96 120 21:15 47 57 09:30 91 109 21:30 34 56 09:45 88 371 93 431 802 21:45 35 168 48 210 378 10:00 106 105 22:00 41 32 10:15 113 119 22:15 28 32 10:30 139 125 22:30 27 17 10:45 142 500 99 448 948 22:45 23 119 23 104 223 11:00 156 123 23:00 20 11 11:15 168 144 23:15 13 15 11:30 179 147 23:30 13 12 11:45 148 651 142 556 1207 23:45 13 59 15 53 112 Total Vol.2221 3012 5233 6139 6004 12143 GPS Coordinates:NB SB EB WB Combined 8360 9016 17376 Split %42.4%57.6%30.1%50.6%49.4%69.9% Peak Hour 11:00 11:45 11:45 17:30 12:45 12:45 Volume 651 657 1284 890 1102 1699P.H.F.0.91 0.73 0.78 0.98 0.96 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Thursday, July 25, 2013 13-1194-015 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 10 0 0 12:00 160 146 0 0 00:15 10 8 0 0 12:15 172 149 0 0 00:30 5 4 0 0 12:30 168 191 0 0 00:45 5 25 3 24 0 0 0 0 49 12:45 151 650 222 707 0 0 0 0 1357 01:00 3 4 0 0 13:00 135 210 0 0 01:15 1 1 0 0 13:15 149 230 0 0 01:30 3 3 0 0 13:30 142 215 0 0 01:45 1 8 4 11 0 0 0 0 19 13:45 136 561 187 841 0 0 0 0 1402 02:00 2 2 0 0 14:00 150 204 0 0 02:15 2 4 0 0 14:15 147 203 0 0 02:30 1 2 0 0 14:30 162 169 0 0 02:45 1 5 1 8 0 0 0 0 13 14:45 160 618 145 720 0 0 0 0 1338 03:00 3 1 0 0 15:00 150 148 0 0 03:15 2 1 0 0 15:15 139 150 0 0 03:30 1 2 0 0 15:30 151 163 0 0 03:45 1 5 2 5 0 0 0 0 10 15:45 170 610 176 636 0 0 0 0 1246 04:00 1 3 0 0 16:00 180 160 0 0 04:15 2 4 0 0 16:15 171 160 0 0 04:30 2 3 0 0 16:30 181 151 0 0 04:45 2 6 7 17 0 0 0 0 23 16:45 208 739 133 604 0 0 0 0 1343 05:00 2 8 0 0 17:00 223 147 0 0 05:15 6 14 0 0 17:15 181 153 0 0 05:30 10 21 0 0 17:30 222 150 0 0 05:45 14 31 30 72 0 0 0 0 103 17:45 218 843 135 584 0 0 0 0 1427 06:00 23 35 0 0 18:00 217 120 0 0 06:15 25 59 0 0 18:15 198 108 0 0 06:30 26 61 0 0 18:30 173 125 0 0 06:45 42 115 94 249 0 0 0 0 364 18:45 163 750 106 459 0 0 0 0 1209 07:00 34 117 0 0 19:00 163 109 0 0 07:15 46 147 0 0 19:15 143 103 0 0 07:30 53 174 0 0 19:30 101 85 0 0 07:45 69 201 177 614 0 0 0 0 815 19:45 79 486 93 389 0 0 0 0 875 08:00 74 155 0 0 20:00 88 88 0 0 08:15 74 137 0 0 20:15 66 74 0 0 08:30 58 146 0 0 20:30 62 68 0 0 08:45 83 287 133 571 0 0 0 0 858 20:45 56 270 66 296 0 0 0 0 566 09:00 80 112 0 0 21:00 47 49 0 0 09:15 97 107 0 0 21:15 45 54 0 0 09:30 97 119 0 0 21:30 37 45 0 0 09:45 111 384 95 433 0 0 0 0 817 21:45 32 161 46 193 0 0 0 0 354 10:00 130 101 0 0 22:00 32 31 0 0 10:15 150 117 0 0 22:15 26 28 0 0 10:30 143 140 0 0 22:30 24 14 0 0 10:45 141 562 113 471 0 0 0 0 1033 22:45 19 101 20 92 0 0 0 0 193 11:00 167 137 0 0 23:00 17 12 0 0 11:15 164 146 0 0 23:15 13 14 0 0 11:30 183 141 0 0 23:30 12 14 0 0 11:45 163 676 145 568 0 0 0 0 1244 23:45 11 53 12 51 0 0 0 0 104 Total Vol.2305 3040 5345 5840 5570 11410 GPS Coordinates:NB SB Combined 8145 8610 16755 Split %43.1%56.9%31.9%51.2%48.8%68.1% Peak Hour 11:30 07:15 11:45 17:30 12:45 12:30 Volume 677 653 1293 854 876 1454 P.H.F.0.93 0.92 0.90 0.96 0.95 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-015Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Wednesday, July 24, 2013 Thursday, July 25, 2013 AM PM Daily Totals 2-DAY AVERAGE 0 Carlsbad BoulevardBetween Cannon Road and Cerezo DriveWednesday, July 24, 2013End Time 24-Jul1:00 AM 402:00 AM 193:00 AM 134:00 AM 95:00 AM 176:00 AM 1077:00 AM 3908:00 AM 7919:00 AM 84110:00 AM 83111:00 AM 1,11712:00 PM 1,2811:00 PM 1,3002:00 PM 1,1983:00 PM 1,4094:00 PM 1,1725:00 PM 1,2366:00 PM 1,3707:00 PM 1,1088:00 PM 7849:00 PM 51410:00 PM 32911:00 PM 16212:00 AM 95Total 1613302004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Cannon Road and Cerezo DriveThursday, July 25, 2013End Time 25-Jul1:00 AM 572:00 AM 183:00 AM 134:00 AM 115:00 AM 286:00 AM 987:00 AM 3378:00 AM 8399:00 AM 87510:00 AM 80211:00 AM 94812:00 PM 1,2071:00 PM 1,4142:00 PM 1,6053:00 PM 1,2674:00 PM 1,3195:00 PM 1,4496:00 PM 1,4847:00 PM 1,3098:00 PM 9659:00 PM 61810:00 PM 37811:00 PM 22312:00 AM 112Total 1737602004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 16 Location: Carlsbad Boulevard Between Breakwater Road and Poinsettia Lane Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 3 12:00 154 126 00:15 9 4 12:15 165 143 00:30 4 3 12:30 141 149 00:45 6 25 2 12 37 12:45 134 594 125 543 1137 01:00 3 2 13:00 122 124 01:15 0 1 13:15 113 140 01:30 2 0 13:30 129 145 01:45 1 6 0 3 9 13:45 143 507 170 579 1086 02:00 0 3 14:00 143 170 02:15 3 0 14:15 130 190 02:30 1 2 14:30 141 182 02:45 2 6 2 7 13 14:45 122 536 134 676 1212 03:00 2 1 15:00 130 119 03:15 2 2 15:15 108 128 03:30 1 0 15:30 144 127 03:45 3 8 1 4 12 15:45 145 527 149 523 1050 04:00 0 1 16:00 139 122 04:15 0 2 16:15 134 183 04:30 2 2 16:30 169 142 04:45 2 4 4 9 13 16:45 183 625 134 581 1206 05:00 3 8 17:00 162 169 05:15 7 10 17:15 179 147 05:30 7 14 17:30 168 130 05:45 11 28 17 49 77 17:45 176 685 109 555 1240 06:00 16 32 18:00 149 127 06:15 18 44 18:15 137 130 06:30 36 50 18:30 125 119 06:45 38 108 76 202 310 18:45 111 522 128 504 1026 07:00 32 93 19:00 111 92 07:15 42 113 19:15 86 98 07:30 55 162 19:30 93 83 07:45 62 191 152 520 711 19:45 66 356 89 362 718 08:00 67 149 20:00 60 67 08:15 82 159 20:15 64 53 08:30 74 113 20:30 58 51 08:45 80 303 132 553 856 20:45 59 241 51 222 463 09:00 74 92 21:00 41 40 09:15 86 88 21:15 38 34 09:30 76 120 21:30 37 40 09:45 110 346 89 389 735 21:45 25 141 30 144 285 10:00 131 91 22:00 41 32 10:15 152 90 22:15 21 21 10:30 134 97 22:30 30 21 10:45 119 536 121 399 935 22:45 21 113 23 97 210 11:00 138 122 23:00 12 15 11:15 143 139 23:15 15 11 11:30 142 121 23:30 9 17 11:45 150 573 124 506 1079 23:45 12 48 6 49 97 Total Vol.2134 2653 4787 4895 4835 9730 GPS Coordinates:NB SB EB WB Combined 7029 7488 14517 Split %44.6%55.4%33.0%50.3%49.7%67.0% Peak Hour 11:30 07:30 11:45 16:30 13:45 16:30 Volume 611 622 1152 693 712 1285 P.H.F.0.93 0.96 0.94 0.95 0.94 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Wednesday, July 24, 2013 AM Daily Totals 13-1194-016 DAY 1 Volumes for:City:Carlsbad Location :Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 6 12:00 112 124 00:15 5 9 12:15 126 137 00:30 6 6 12:30 127 174 00:45 5 23 4 25 48 12:45 119 484 206 641 1125 01:00 4 4 13:00 123 232 01:15 1 2 13:15 132 236 01:30 1 1 13:30 116 211 01:45 0 6 1 8 14 13:45 131 502 180 859 1361 02:00 2 1 14:00 127 208 02:15 2 2 14:15 124 182 02:30 2 0 14:30 134 146 02:45 0 6 0 3 9 14:45 127 512 212 748 1260 03:00 1 1 15:00 137 138 03:15 1 0 15:15 140 181 03:30 1 0 15:30 138 160 03:45 1 4 1 2 6 15:45 153 568 179 658 1226 04:00 2 0 16:00 149 195 04:15 0 5 16:15 155 201 04:30 2 4 16:30 182 184 04:45 4 8 3 12 20 16:45 178 664 176 756 1420 05:00 4 4 17:00 178 168 05:15 5 15 17:15 165 155 05:30 10 10 17:30 194 143 05:45 16 35 18 47 82 17:45 194 731 167 633 1364 06:00 14 21 18:00 217 106 06:15 24 36 18:15 221 107 06:30 29 52 18:30 192 112 06:45 47 114 63 172 286 18:45 190 820 100 425 1245 07:00 26 96 19:00 160 98 07:15 40 160 19:15 165 100 07:30 46 197 19:30 116 95 07:45 65 177 205 658 835 19:45 72 513 81 374 887 08:00 70 128 20:00 88 83 08:15 70 139 20:15 55 98 08:30 70 138 20:30 67 58 08:45 86 296 140 545 841 20:45 58 268 61 300 568 09:00 78 98 21:00 56 52 09:15 86 100 21:15 52 49 09:30 70 104 21:30 42 41 09:45 88 322 80 382 704 21:45 35 185 43 185 370 10:00 91 89 22:00 37 25 10:15 91 107 22:15 28 33 10:30 127 98 22:30 30 20 10:45 107 416 98 392 808 22:45 25 120 23 101 221 11:00 119 115 23:00 25 13 11:15 143 117 23:15 10 8 11:30 150 145 23:30 16 12 11:45 135 547 146 523 1070 23:45 7 58 7 40 98 Total Vol.1954 2769 4723 5425 5720 11145 GPS Coordinates:NB SB EB WB Combined 7379 8489 15868 Split %41.4%58.6%29.8%48.7%51.3%70.2% Peak Hour 11:00 07:15 11:45 17:30 12:45 16:15 Volume 547 690 1081 826 885 1422P.H.F.0.91 0.84 0.90 0.93 0.94 0.97 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Thursday, July 25, 2013 13-1194-016 Daily Totals Volumes for:&City:Carlsbad Location :Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 5 0 0 12:00 133 125 0 0 00:15 7 7 0 0 12:15 146 140 0 0 00:30 5 5 0 0 12:30 134 162 0 0 00:45 6 24 3 19 0 0 0 0 43 12:45 127 539 166 592 0 0 0 0 1131 01:00 4 3 0 0 13:00 123 178 0 0 01:15 1 2 0 0 13:15 123 188 0 0 01:30 2 1 0 0 13:30 123 178 0 0 01:45 1 6 1 6 0 0 0 0 12 13:45 137 505 175 719 0 0 0 0 1224 02:00 1 2 0 0 14:00 135 189 0 0 02:15 3 1 0 0 14:15 127 186 0 0 02:30 2 1 0 0 14:30 138 164 0 0 02:45 1 6 1 5 0 0 0 0 11 14:45 125 524 173 712 0 0 0 0 1236 03:00 2 1 0 0 15:00 134 129 0 0 03:15 2 1 0 0 15:15 124 155 0 0 03:30 1 0 0 0 15:30 141 144 0 0 03:45 2 6 1 3 0 0 0 0 9 15:45 149 548 164 591 0 0 0 0 1138 04:00 1 1 0 0 16:00 144 159 0 0 04:15 0 4 0 0 16:15 145 192 0 0 04:30 2 3 0 0 16:30 176 163 0 0 04:45 3 6 4 11 0 0 0 0 17 16:45 181 645 155 669 0 0 0 0 1313 05:00 4 6 0 0 17:00 170 169 0 0 05:15 6 13 0 0 17:15 172 151 0 0 05:30 9 12 0 0 17:30 181 137 0 0 05:45 14 32 18 48 0 0 0 0 80 17:45 185 708 138 594 0 0 0 0 1302 06:00 15 27 0 0 18:00 183 117 0 0 06:15 21 40 0 0 18:15 179 119 0 0 06:30 33 51 0 0 18:30 159 116 0 0 06:45 43 111 70 187 0 0 0 0 298 18:45 151 671 114 465 0 0 0 0 1136 07:00 29 95 0 0 19:00 136 95 0 0 07:15 41 137 0 0 19:15 126 99 0 0 07:30 51 180 0 0 19:30 105 89 0 0 07:45 64 184 179 589 0 0 0 0 773 19:45 69 435 85 368 0 0 0 0 803 08:00 69 139 0 0 20:00 74 75 0 0 08:15 76 149 0 0 20:15 60 76 0 0 08:30 72 126 0 0 20:30 63 55 0 0 08:45 83 300 136 549 0 0 0 0 849 20:45 59 255 56 261 0 0 0 0 516 09:00 76 95 0 0 21:00 49 46 0 0 09:15 86 94 0 0 21:15 45 42 0 0 09:30 73 112 0 0 21:30 40 41 0 0 09:45 99 334 85 386 0 0 0 0 720 21:45 30 163 37 165 0 0 0 0 328 10:00 111 90 0 0 22:00 39 29 0 0 10:15 122 99 0 0 22:15 25 27 0 0 10:30 131 98 0 0 22:30 30 21 0 0 10:45 113 476 110 396 0 0 0 0 872 22:45 23 117 23 99 0 0 0 0 216 11:00 129 119 0 0 23:00 19 14 0 0 11:15 143 128 0 0 23:15 13 10 0 0 11:30 146 133 0 0 23:30 13 15 0 0 11:45 143 560 135 515 0 0 0 0 1075 23:45 10 53 7 45 0 0 0 0 98 Total Vol.2044 2711 4755 5160 5278 10438 GPS Coordinates:NB SB Combined 7204 7989 15193 Split %43.0%57.0%31.3%49.4%50.6%68.7% Peak Hour 11:30 07:30 11:45 17:30 13:15 16:15 Volume 567 646 1117 728 730 1349 P.H.F.0.97 0.90 0.94 0.98 0.97 1.00 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-016Project#Wednesday, July 24, 2013 Thursday, July 25, 2013 Carlsbad BoulevardBetween Breakwater Road and Poinsettia LaneWednesday, July 24, 2013End Time 24-Jul1:00 AM 372:00 AM 93:00 AM 134:00 AM 125:00 AM 136:00 AM 777:00 AM 3108:00 AM 7119:00 AM 85610:00 AM 73511:00 AM 93512:00 PM 1,0791:00 PM 1,1372:00 PM 1,0863:00 PM 1,2124:00 PM 1,0505:00 PM 1,2066:00 PM 1,2407:00 PM 1,0268:00 PM 7189:00 PM 46310:00 PM 28511:00 PM 21012:00 AM 97Total 1451702004006008001,0001,2001,400Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Breakwater Road and Poinsettia LaneThursday, July 25, 2013End Time 25-Jul1:00 AM 482:00 AM 143:00 AM 94:00 AM 65:00 AM 206:00 AM 827:00 AM 2868:00 AM 8359:00 AM 84110:00 AM 70411:00 AM 80812:00 PM 1,0701:00 PM 1,1252:00 PM 1,3613:00 PM 1,2604:00 PM 1,2265:00 PM 1,4206:00 PM 1,3647:00 PM 1,2458:00 PM 8879:00 PM 56810:00 PM 37011:00 PM 22112:00 AM 98Total 1586802004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 17 Location: Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 4 7 12:00 209 157 00:15 9 4 12:15 164 149 00:30 5 4 12:30 167 156 00:45 7 25 4 19 44 12:45 148 688 117 579 1267 01:00 5 3 13:00 161 165 01:15 1 2 13:15 134 130 01:30 3 0 13:30 163 139 01:45 3 12 4 9 21 13:45 158 616 172 606 1222 02:00 0 2 14:00 207 144 02:15 1 1 14:15 162 164 02:30 0 1 14:30 171 181 02:45 1 2 0 4 6 14:45 158 698 165 654 1352 03:00 1 1 15:00 129 126 03:15 2 1 15:15 141 150 03:30 0 1 15:30 166 152 03:45 1 4 0 3 7 15:45 157 593 147 575 1168 04:00 0 1 16:00 175 159 04:15 0 0 16:15 190 183 04:30 2 3 16:30 153 163 04:45 4 6 6 10 16 16:45 214 732 142 647 1379 05:00 5 8 17:00 186 154 05:15 6 10 17:15 193 156 05:30 11 20 17:30 188 153 05:45 20 42 22 60 102 17:45 194 761 129 592 1353 06:00 19 43 18:00 207 131 06:15 25 45 18:15 159 149 06:30 39 56 18:30 160 134 06:45 47 130 88 232 362 18:45 146 672 130 544 1216 07:00 43 134 19:00 136 119 07:15 44 206 19:15 107 113 07:30 60 234 19:30 110 101 07:45 53 200 258 832 1032 19:45 102 455 88 421 876 08:00 77 259 20:00 81 75 08:15 86 287 20:15 67 53 08:30 87 200 20:30 73 54 08:45 148 398 156 902 1300 20:45 73 294 56 238 532 09:00 121 134 21:00 47 55 09:15 100 135 21:15 45 36 09:30 78 126 21:30 50 37 09:45 102 401 100 495 896 21:45 39 181 30 158 339 10:00 116 102 22:00 48 34 10:15 130 124 22:15 29 30 10:30 134 128 22:30 28 29 10:45 127 507 132 486 993 22:45 22 127 26 119 246 11:00 135 132 23:00 15 5 11:15 128 139 23:15 11 10 11:30 147 162 23:30 10 17 11:45 180 590 132 565 1155 23:45 9 45 6 38 83 Total Vol.2317 3617 5934 5862 5171 11033 GPS Coordinates:NB SB EB WB Combined 8179 8788 16967 Split %39.0%61.0%35.0%53.1%46.9%65.0% Peak Hour 11:45 07:30 07:30 17:15 13:45 16:45 Volume 720 1038 1314 782 661 1386 P.H.F.0.86 0.90 0.88 0.94 0.91 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Wednesday, July 24, 2013 AM Daily Totals 13-1194-017 DAY 1 Volumes for:City:Carlsbad Location :Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 11 6 12:00 151 162 00:15 5 8 12:15 164 160 00:30 6 14 12:30 170 200 00:45 3 25 6 34 59 12:45 163 648 205 727 1375 01:00 8 3 13:00 143 245 01:15 1 4 13:15 184 230 01:30 1 1 13:30 162 218 01:45 0 10 1 9 19 13:45 168 657 196 889 1546 02:00 2 0 14:00 210 188 02:15 2 2 14:15 172 198 02:30 1 1 14:30 151 169 02:45 0 5 1 4 9 14:45 158 691 220 775 1466 03:00 2 2 15:00 163 152 03:15 4 0 15:15 152 196 03:30 1 0 15:30 190 204 03:45 2 9 1 3 12 15:45 170 675 233 785 1460 04:00 0 0 16:00 195 210 04:15 2 5 16:15 222 219 04:30 3 6 16:30 222 227 04:45 5 10 4 15 25 16:45 221 860 225 881 1741 05:00 3 7 17:00 192 176 05:15 5 11 17:15 235 217 05:30 9 15 17:30 242 180 05:45 22 39 19 52 91 17:45 226 895 191 764 1659 06:00 24 32 18:00 219 153 06:15 30 36 18:15 218 117 06:30 42 58 18:30 224 132 06:45 47 143 85 211 354 18:45 213 874 101 503 1377 07:00 33 117 19:00 193 103 07:15 54 224 19:15 194 110 07:30 51 286 19:30 132 99 07:45 71 209 248 875 1084 19:45 84 603 96 408 1011 08:00 88 256 20:00 95 91 08:15 81 256 20:15 59 88 08:30 94 184 20:30 75 67 08:45 144 407 199 895 1302 20:45 61 290 55 301 591 09:00 106 147 21:00 47 45 09:15 98 134 21:15 62 45 09:30 94 113 21:30 55 42 09:45 103 401 100 494 895 21:45 35 199 32 164 363 10:00 91 108 22:00 50 39 10:15 108 138 22:15 22 24 10:30 124 104 22:30 29 34 10:45 124 447 115 465 912 22:45 23 124 21 118 242 11:00 137 129 23:00 30 18 11:15 181 140 23:15 17 10 11:30 160 153 23:30 12 10 11:45 162 640 152 574 1214 23:45 8 67 7 45 112 Total Vol.2345 3631 5976 6583 6360 12943 GPS Coordinates:NB SB EB WB Combined 8928 9991 18919 Split %39.2%60.8%31.6%50.9%49.1%68.4% Peak Hour 11:15 07:30 07:30 17:15 12:45 16:00 Volume 654 1046 1337 922 898 1741P.H.F.0.90 0.91 0.97 0.95 0.92 0.97 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Thursday, July 25, 2013 13-1194-017 Daily Totals Volumes for:&City:Carlsbad Location :Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 7 0 0 12:00 180 160 0 0 00:15 7 6 0 0 12:15 164 155 0 0 00:30 6 9 0 0 12:30 169 178 0 0 00:45 5 25 5 27 0 0 0 0 52 12:45 156 668 161 653 0 0 0 0 1321 01:00 7 3 0 0 13:00 152 205 0 0 01:15 1 3 0 0 13:15 159 180 0 0 01:30 2 1 0 0 13:30 163 179 0 0 01:45 2 11 3 9 0 0 0 0 20 13:45 163 637 184 748 0 0 0 0 1384 02:00 1 1 0 0 14:00 209 166 0 0 02:15 2 2 0 0 14:15 167 181 0 0 02:30 1 1 0 0 14:30 161 175 0 0 02:45 1 4 1 4 0 0 0 0 8 14:45 158 695 193 715 0 0 0 0 1409 03:00 2 2 0 0 15:00 146 139 0 0 03:15 3 1 0 0 15:15 147 173 0 0 03:30 1 1 0 0 15:30 178 178 0 0 03:45 2 7 1 3 0 0 0 0 10 15:45 164 634 190 680 0 0 0 0 1314 04:00 0 1 0 0 16:00 185 185 0 0 04:15 1 3 0 0 16:15 206 201 0 0 04:30 3 5 0 0 16:30 188 195 0 0 04:45 5 8 5 13 0 0 0 0 21 16:45 218 796 184 764 0 0 0 0 1560 05:00 4 8 0 0 17:00 189 165 0 0 05:15 6 11 0 0 17:15 214 187 0 0 05:30 10 18 0 0 17:30 215 167 0 0 05:45 21 41 21 56 0 0 0 0 97 17:45 210 828 160 678 0 0 0 0 1506 06:00 22 38 0 0 18:00 213 142 0 0 06:15 28 41 0 0 18:15 189 133 0 0 06:30 41 57 0 0 18:30 192 133 0 0 06:45 47 137 87 222 0 0 0 0 358 18:45 180 773 116 524 0 0 0 0 1297 07:00 38 126 0 0 19:00 165 111 0 0 07:15 49 215 0 0 19:15 151 112 0 0 07:30 56 260 0 0 19:30 121 100 0 0 07:45 62 205 253 854 0 0 0 0 1058 19:45 93 529 92 415 0 0 0 0 944 08:00 83 258 0 0 20:00 88 83 0 0 08:15 84 272 0 0 20:15 63 71 0 0 08:30 91 192 0 0 20:30 74 61 0 0 08:45 146 403 178 899 0 0 0 0 1301 20:45 67 292 56 270 0 0 0 0 562 09:00 114 141 0 0 21:00 47 50 0 0 09:15 99 135 0 0 21:15 54 41 0 0 09:30 86 120 0 0 21:30 53 40 0 0 09:45 103 401 100 495 0 0 0 0 896 21:45 37 190 31 161 0 0 0 0 351 10:00 104 105 0 0 22:00 49 37 0 0 10:15 119 131 0 0 22:15 26 27 0 0 10:30 129 116 0 0 22:30 29 32 0 0 10:45 126 477 124 476 0 0 0 0 953 22:45 23 126 24 119 0 0 0 0 244 11:00 136 131 0 0 23:00 23 12 0 0 11:15 155 140 0 0 23:15 14 10 0 0 11:30 154 158 0 0 23:30 11 14 0 0 11:45 171 615 142 570 0 0 0 0 1185 23:45 9 56 7 42 0 0 0 0 98 Total Vol.2331 3624 5955 6223 5766 11988 GPS Coordinates:NB SB Combined 8554 9390 17943 Split %39.1%60.9%33.2%51.9%48.1%66.8% Peak Hour 11:45 07:30 07:30 17:15 15:45 16:00 Volume 684 1042 1326 852 771 1560 P.H.F.0.95 0.96 0.93 0.99 0.96 0.96 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-017Project#Wednesday, July 24, 2013 Thursday, July 25, 2013 Carlsbad BoulevardBetween Avenida Encinas and La Costa AvenueWednesday, July 24, 2013End Time 24-Jul1:00 AM 442:00 AM 213:00 AM 64:00 AM 75:00 AM 166:00 AM 1027:00 AM 3628:00 AM 1,0329:00 AM 1,30010:00 AM 89611:00 AM 99312:00 PM 1,1551:00 PM 1,2672:00 PM 1,2223:00 PM 1,3524:00 PM 1,1685:00 PM 1,3796:00 PM 1,3537:00 PM 1,2168:00 PM 8769:00 PM 53210:00 PM 33911:00 PM 24612:00 AM 83Total 1696702004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Avenida Encinas and La Costa AvenueThursday, July 25, 2013End Time 25-Jul1:00 AM 592:00 AM 193:00 AM 94:00 AM 125:00 AM 256:00 AM 917:00 AM 3548:00 AM 1,0849:00 AM 1,30210:00 AM 89511:00 AM 91212:00 PM 1,2141:00 PM 1,3752:00 PM 1,5463:00 PM 1,4664:00 PM 1,4605:00 PM 1,7416:00 PM 1,6597:00 PM 1,3778:00 PM 1,0119:00 PM 59110:00 PM 36311:00 PM 24212:00 AM 112Total 1891902004006008001,0001,2001,4001,6001,8002,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 18 Location: La Costa Avenue Between Piraeus Street and Saxony Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :La Costa Ave. btwn. Piraeus St. & Saxony Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 38 17 12:00 297 275 00:15 33 20 12:15 273 291 00:30 28 20 12:30 280 297 00:45 22 121 7 64 185 12:45 263 1113 269 1132 2245 01:00 18 9 13:00 297 282 01:15 20 10 13:15 282 258 01:30 18 11 13:30 249 249 01:45 18 74 4 34 108 13:45 281 1109 271 1060 2169 02:00 17 5 14:00 258 237 02:15 15 10 14:15 275 261 02:30 6 3 14:30 311 296 02:45 10 48 11 29 77 14:45 313 1157 267 1061 2218 03:00 3 7 15:00 311 305 03:15 9 8 15:15 347 326 03:30 4 6 15:30 360 312 03:45 17 33 14 35 68 15:45 339 1357 309 1252 2609 04:00 8 12 16:00 381 323 04:15 8 23 16:15 398 345 04:30 24 42 16:30 373 322 04:45 34 74 50 127 201 16:45 373 1525 399 1389 2914 05:00 33 61 17:00 347 375 05:15 33 78 17:15 398 353 05:30 91 103 17:30 399 352 05:45 100 257 129 371 628 17:45 414 1558 319 1399 2957 06:00 90 176 18:00 403 314 06:15 110 213 18:15 397 304 06:30 136 270 18:30 358 287 06:45 214 550 310 969 1519 18:45 377 1535 238 1143 2678 07:00 198 336 19:00 301 200 07:15 221 378 19:15 284 175 07:30 293 329 19:30 291 155 07:45 333 1045 373 1416 2461 19:45 266 1142 136 666 1808 08:00 294 355 20:00 235 136 08:15 332 356 20:15 237 167 08:30 355 339 20:30 186 139 08:45 325 1306 331 1381 2687 20:45 208 866 127 569 1435 09:00 287 285 21:00 166 127 09:15 247 287 21:15 195 122 09:30 267 290 21:30 153 142 09:45 318 1119 320 1182 2301 21:45 133 647 116 507 1154 10:00 256 280 22:00 139 202 10:15 286 269 22:15 134 117 10:30 258 299 22:30 113 66 10:45 323 1123 313 1161 2284 22:45 98 484 55 440 924 11:00 253 273 23:00 95 55 11:15 259 288 23:15 57 48 11:30 292 275 23:30 68 26 11:45 302 1106 297 1133 2239 23:45 53 273 24 153 426 Total Vol.6856 7902 14758 12766 10771 23537 GPS Coordinates:NB SB EB WB Combined 19622 18673 38295 Split %46.5%53.5%38.5%54.2%45.8%61.5% Peak Hour 07:45 07:15 07:45 17:15 16:45 16:45 Volume 1314 1435 2737 1614 1479 2996 P.H.F.0.93 0.95 0.97 0.97 0.93 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Wednesday, July 31, 2013 AM Daily Totals 13-1194-018 DAY 1 Volumes for:City:Carlsbad Location :La Costa Ave. btwn. Piraeus St. & Saxony Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 39 22 12:00 292 299 00:15 32 14 12:15 295 319 00:30 28 10 12:30 255 278 00:45 28 127 11 57 184 12:45 323 1165 256 1152 2317 01:00 23 12 13:00 297 265 01:15 20 8 13:15 287 261 01:30 18 12 13:30 277 271 01:45 15 76 6 38 114 13:45 317 1178 265 1062 2240 02:00 15 6 14:00 329 236 02:15 14 4 14:15 289 307 02:30 8 7 14:30 266 266 02:45 4 41 6 23 64 14:45 294 1178 263 1072 2250 03:00 6 4 15:00 293 323 03:15 11 6 15:15 300 277 03:30 13 11 15:30 316 320 03:45 19 49 14 35 84 15:45 330 1239 347 1267 2506 04:00 14 17 16:00 346 315 04:15 18 28 16:15 362 348 04:30 26 39 16:30 385 371 04:45 26 84 51 135 219 16:45 373 1466 324 1358 2824 05:00 27 66 17:00 365 325 05:15 34 94 17:15 438 393 05:30 62 113 17:30 435 353 05:45 108 231 138 411 642 17:45 395 1633 333 1404 3037 06:00 81 163 18:00 401 340 06:15 112 212 18:15 389 270 06:30 157 246 18:30 343 274 06:45 217 567 312 933 1500 18:45 342 1475 255 1139 2614 07:00 201 340 19:00 350 228 07:15 231 361 19:15 272 219 07:30 294 323 19:30 266 188 07:45 346 1072 330 1354 2426 19:45 279 1167 151 786 1953 08:00 320 317 20:00 253 150 08:15 305 354 20:15 245 145 08:30 355 337 20:30 251 138 08:45 292 1272 373 1381 2653 20:45 196 945 117 550 1495 09:00 257 272 21:00 214 132 09:15 290 313 21:15 215 102 09:30 251 326 21:30 169 104 09:45 263 1061 266 1177 2238 21:45 175 773 69 407 1180 10:00 243 262 22:00 158 123 10:15 266 267 22:15 152 113 10:30 276 306 22:30 136 83 10:45 285 1070 301 1136 2206 22:45 118 564 37 356 920 11:00 285 297 23:00 92 54 11:15 252 306 23:15 86 40 11:30 308 258 23:30 86 30 11:45 292 1137 310 1171 2308 23:45 63 327 25 149 476 Total Vol.6787 7851 14638 13110 10702 23812 GPS Coordinates:NB SB EB WB Combined 19897 18553 38450 Split %46.4%53.6%38.1%55.1%44.9%61.9% Peak Hour 07:45 08:00 07:45 17:15 17:15 17:15 Volume 1326 1381 2664 1669 1419 3088P.H.F.0.93 0.93 0.96 0.95 0.90 0.93 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Thursday, August 01, 2013 13-1194-018 Daily Totals Volumes for:&City:Carlsbad Location :La Costa Ave. btwn. Piraeus St. & Saxony Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 39 20 12:00 0 0 295 287 00:15 0 0 33 17 12:15 0 0 284 305 00:30 0 0 28 15 12:30 0 0 268 288 00:45 0 0 0 0 25 124 9 61 185 12:45 0 0 0 0 293 1139 263 1142 2281 01:00 0 0 21 11 13:00 0 0 297 274 01:15 0 0 20 9 13:15 0 0 285 260 01:30 0 0 18 12 13:30 0 0 263 260 01:45 0 0 0 0 17 75 5 36 111 13:45 0 0 0 0 299 1144 268 1061 2205 02:00 0 0 16 6 14:00 0 0 294 237 02:15 0 0 15 7 14:15 0 0 282 284 02:30 0 0 7 5 14:30 0 0 289 281 02:45 0 0 0 0 7 45 9 26 71 14:45 0 0 0 0 304 1168 265 1067 2234 03:00 0 0 5 6 15:00 0 0 302 314 03:15 0 0 10 7 15:15 0 0 324 302 03:30 0 0 9 9 15:30 0 0 338 316 03:45 0 0 0 0 18 41 14 35 76 15:45 0 0 0 0 335 1298 328 1260 2558 04:00 0 0 11 15 16:00 0 0 364 319 04:15 0 0 13 26 16:15 0 0 380 347 04:30 0 0 25 41 16:30 0 0 379 347 04:45 0 0 0 0 30 79 51 131 210 16:45 0 0 0 0 373 1496 362 1374 2869 05:00 0 0 30 64 17:00 0 0 356 350 05:15 0 0 34 86 17:15 0 0 418 373 05:30 0 0 77 108 17:30 0 0 417 353 05:45 0 0 0 0 104 244 134 391 635 17:45 0 0 0 0 405 1596 326 1402 2997 06:00 0 0 86 170 18:00 0 0 402 327 06:15 0 0 111 213 18:15 0 0 393 287 06:30 0 0 147 258 18:30 0 0 351 281 06:45 0 0 0 0 216 559 311 951 1510 18:45 0 0 0 0 360 1505 247 1141 2646 07:00 0 0 200 338 19:00 0 0 326 214 07:15 0 0 226 370 19:15 0 0 278 197 07:30 0 0 294 326 19:30 0 0 279 172 07:45 0 0 0 0 340 1059 352 1385 2444 19:45 0 0 0 0 273 1155 144 726 1881 08:00 0 0 307 336 20:00 0 0 244 143 08:15 0 0 319 355 20:15 0 0 241 156 08:30 0 0 355 338 20:30 0 0 219 139 08:45 0 0 0 0 309 1289 352 1381 2670 20:45 0 0 0 0 202 906 122 560 1465 09:00 0 0 272 279 21:00 0 0 190 130 09:15 0 0 269 300 21:15 0 0 205 112 09:30 0 0 259 308 21:30 0 0 161 123 09:45 0 0 0 0 291 1090 293 1180 2270 21:45 0 0 0 0 154 710 93 457 1167 10:00 0 0 250 271 22:00 0 0 149 163 10:15 0 0 276 268 22:15 0 0 143 115 10:30 0 0 267 303 22:30 0 0 125 75 10:45 0 0 0 0 304 1097 307 1149 2245 22:45 0 0 0 0 108 524 46 398 922 11:00 0 0 269 285 23:00 0 0 94 55 11:15 0 0 256 297 23:15 0 0 72 44 11:30 0 0 300 267 23:30 0 0 77 28 11:45 0 0 0 0 297 1122 304 1152 2274 23:45 0 0 0 0 58 300 25 151 451 Total Vol.6822 7877 14698 12938 10737 23675 GPS Coordinates:NB SB Combined 19760 18613 38373 Split %46.4% 53.6%38.3%54.6%45.4%61.7% Peak Hour 07:45 07:00 07:45 17:15 16:45 17:15 Volume 1320 1385 2701 1642 1437 3020 P.H.F.0.93 0.94 0.97 0.98 0.96 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-018Project#Wednesday, July 31, 2013 Thursday, August 01, 2013 AM PM Daily Totals 2-DAY AVERAGE 0 La Costa AvenueBetween Piraeus Street and Saxony RoadWednesday, July 31, 2013End Time 31-Jul1:00 AM 1852:00 AM 1083:00 AM 774:00 AM 685:00 AM 2016:00 AM 6287:00 AM 1,5198:00 AM 2,4619:00 AM 2,68710:00 AM 2,30111:00 AM 2,28412:00 PM 2,2391:00 PM 2,2452:00 PM 2,1693:00 PM 2,2184:00 PM 2,6095:00 PM 2,9146:00 PM 2,9577:00 PM 2,6788:00 PM 1,8089:00 PM 1,43510:00 PM 1,15411:00 PM 92412:00 AM 426Total 3829505001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot La Costa AvenueBetween Piraeus Street and Saxony RoadThursday, August 1, 2013End Time 1-Aug1:00 AM 1842:00 AM 1143:00 AM 644:00 AM 845:00 AM 2196:00 AM 6427:00 AM 1,5008:00 AM 2,4269:00 AM 2,65310:00 AM 2,23811:00 AM 2,20612:00 PM 2,3081:00 PM 2,3172:00 PM 2,2403:00 PM 2,2504:00 PM 2,5065:00 PM 2,8246:00 PM 3,0377:00 PM 2,6148:00 PM 1,9539:00 PM 1,49510:00 PM 1,18011:00 PM 92012:00 AM 476Total 3845005001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 19 Location: La Costa Avenue Between Romeria Street and Cadencia Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :La Costa Ave. btwn. Romeria St. & Cadencia St. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 5 12:00 99 96 00:15 10 2 12:15 83 84 00:30 5 4 12:30 80 82 00:45 2 29 2 13 42 12:45 94 356 91 353 709 01:00 7 2 13:00 85 75 01:15 5 1 13:15 110 80 01:30 4 2 13:30 90 80 01:45 7 23 4 9 32 13:45 86 371 78 313 684 02:00 3 2 14:00 111 73 02:15 5 3 14:15 102 77 02:30 4 1 14:30 87 72 02:45 4 16 1 7 23 14:45 116 416 81 303 719 03:00 2 2 15:00 102 96 03:15 2 8 15:15 115 90 03:30 1 1 15:30 129 102 03:45 2 7 4 15 22 15:45 119 465 99 387 852 04:00 3 2 16:00 125 96 04:15 1 7 16:15 161 90 04:30 1 7 16:30 167 96 04:45 4 9 12 28 37 16:45 172 625 96 378 1003 05:00 4 19 17:00 160 87 05:15 4 24 17:15 165 107 05:30 18 41 17:30 158 98 05:45 16 42 45 129 171 17:45 143 626 92 384 1010 06:00 16 47 18:00 149 89 06:15 22 67 18:15 151 70 06:30 31 77 18:30 144 84 06:45 54 123 85 276 399 18:45 84 528 75 318 846 07:00 52 119 19:00 107 66 07:15 59 120 19:15 99 55 07:30 52 123 19:30 101 53 07:45 90 253 131 493 746 19:45 98 405 54 228 633 08:00 79 112 20:00 91 39 08:15 68 134 20:15 78 44 08:30 83 128 20:30 73 54 08:45 68 298 124 498 796 20:45 58 300 42 179 479 09:00 70 106 21:00 65 54 09:15 88 86 21:15 60 33 09:30 72 114 21:30 45 38 09:45 66 296 120 426 722 21:45 53 223 36 161 384 10:00 94 96 22:00 52 20 10:15 67 91 22:15 41 22 10:30 70 83 22:30 27 12 10:45 81 312 98 368 680 22:45 36 156 17 71 227 11:00 67 95 23:00 26 18 11:15 80 94 23:15 25 5 11:30 95 105 23:30 24 12 11:45 89 331 116 410 741 23:45 17 92 8 43 135 Total Vol.1739 2672 4411 4563 3118 7681 GPS Coordinates:NB SB EB WB Combined 6302 5790 12092 Split %39.4%60.6%36.5%59.4%40.6%63.5% Peak Hour 11:30 07:45 07:45 16:30 16:45 16:30 Volume 366 505 825 664 388 1050 P.H.F.0.92 0.94 0.93 0.97 0.91 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Tuesday, July 30, 2013 AM Daily Totals 13-1194-019 DAY 1 Volumes for:City:Carlsbad Location :La Costa Ave. btwn. Romeria St. & Cadencia St. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 9 12:00 79 85 00:15 4 7 12:15 86 93 00:30 8 0 12:30 100 92 00:45 8 35 7 23 58 12:45 70 335 90 360 695 01:00 5 1 13:00 95 90 01:15 9 0 13:15 118 94 01:30 2 2 13:30 79 80 01:45 2 18 1 4 22 13:45 111 403 75 339 742 02:00 10 6 14:00 89 77 02:15 7 1 14:15 89 90 02:30 3 1 14:30 93 85 02:45 6 26 3 11 37 14:45 89 360 81 333 693 03:00 0 3 15:00 125 99 03:15 3 5 15:15 110 95 03:30 2 3 15:30 123 87 03:45 0 5 2 13 18 15:45 121 479 92 373 852 04:00 3 1 16:00 126 94 04:15 1 9 16:15 147 121 04:30 5 12 16:30 142 87 04:45 4 13 12 34 47 16:45 147 562 94 396 958 05:00 5 12 17:00 136 109 05:15 9 18 17:15 164 95 05:30 13 33 17:30 184 95 05:45 24 51 40 103 154 17:45 153 637 101 400 1037 06:00 24 53 18:00 154 98 06:15 22 66 18:15 130 83 06:30 30 73 18:30 124 83 06:45 51 127 96 288 415 18:45 120 528 67 331 859 07:00 50 109 19:00 125 74 07:15 57 119 19:15 97 46 07:30 72 143 19:30 111 56 07:45 91 270 134 505 775 19:45 89 422 47 223 645 08:00 78 123 20:00 87 47 08:15 75 132 20:15 85 48 08:30 69 112 20:30 82 44 08:45 79 301 106 473 774 20:45 66 320 34 173 493 09:00 92 106 21:00 70 30 09:15 71 104 21:15 60 31 09:30 71 97 21:30 61 23 09:45 58 292 97 404 696 21:45 49 240 22 106 346 10:00 89 95 22:00 63 39 10:15 71 87 22:15 46 26 10:30 71 103 22:30 33 11 10:45 101 332 77 362 694 22:45 32 174 14 90 264 11:00 53 96 23:00 29 16 11:15 91 86 23:15 18 13 11:30 68 114 23:30 15 5 11:45 93 305 88 384 689 23:45 18 80 4 38 118 Total Vol.1775 2604 4379 4540 3162 7702 GPS Coordinates:NB SB EB WB Combined 6315 5766 12081 Split %40.5%59.5%36.2%58.9%41.1%63.8% Peak Hour 11:45 07:30 07:30 17:15 16:15 17:15 Volume 358 532 848 655 411 1044P.H.F.0.90 0.93 0.94 0.89 0.85 0.94 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Wednesday, July 31, 2013 13-1194-019 Daily Totals Volumes for:&City:Carlsbad Location :La Costa Ave. btwn. Romeria St. & Cadencia St. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 14 7 12:00 0 0 89 91 00:15 0 0 7 5 12:15 0 0 85 89 00:30 0 0 7 2 12:30 0 0 90 87 00:45 0 0 0 0 5 32 5 18 50 12:45 0 0 0 0 82 346 91 357 702 01:00 0 0 6 2 13:00 0 0 90 83 01:15 0 0 7 1 13:15 0 0 114 87 01:30 0 0 3 2 13:30 0 0 85 80 01:45 0 0 0 0 5 21 3 7 27 13:45 0 0 0 0 99 387 77 326 713 02:00 0 0 7 4 14:00 0 0 100 75 02:15 0 0 6 2 14:15 0 0 96 84 02:30 0 0 4 1 14:30 0 0 90 79 02:45 0 0 0 0 5 21 2 9 30 14:45 0 0 0 0 103 388 81 318 706 03:00 0 0 1 3 15:00 0 0 114 98 03:15 0 0 3 7 15:15 0 0 113 93 03:30 0 0 2 2 15:30 0 0 126 95 03:45 0 0 0 0 1 6 3 14 20 15:45 0 0 0 0 120 472 96 380 852 04:00 0 0 3 2 16:00 0 0 126 95 04:15 0 0 1 8 16:15 0 0 154 106 04:30 0 0 3 10 16:30 0 0 155 92 04:45 0 0 0 0 4 11 12 31 42 16:45 0 0 0 0 160 594 95 387 981 05:00 0 0 5 16 17:00 0 0 148 98 05:15 0 0 7 21 17:15 0 0 165 101 05:30 0 0 16 37 17:30 0 0 171 97 05:45 0 0 0 0 20 47 43 116 163 17:45 0 0 0 0 148 632 97 392 1024 06:00 0 0 20 50 18:00 0 0 152 94 06:15 0 0 22 67 18:15 0 0 141 77 06:30 0 0 31 75 18:30 0 0 134 84 06:45 0 0 0 0 53 125 91 282 407 18:45 0 0 0 0 102 528 71 325 853 07:00 0 0 51 114 19:00 0 0 116 70 07:15 0 0 58 120 19:15 0 0 98 51 07:30 0 0 62 133 19:30 0 0 106 55 07:45 0 0 0 0 91 262 133 499 761 19:45 0 0 0 0 94 414 51 226 639 08:00 0 0 79 118 20:00 0 0 89 43 08:15 0 0 72 133 20:15 0 0 82 46 08:30 0 0 76 120 20:30 0 0 78 49 08:45 0 0 0 0 74 300 115 486 785 20:45 0 0 0 0 62 310 38 176 486 09:00 0 0 81 106 21:00 0 0 68 42 09:15 0 0 80 95 21:15 0 0 60 32 09:30 0 0 72 106 21:30 0 0 53 31 09:45 0 0 0 0 62 294 109 415 709 21:45 0 0 0 0 51 232 29 134 365 10:00 0 0 92 96 22:00 0 0 58 30 10:15 0 0 69 89 22:15 0 0 44 24 10:30 0 0 71 93 22:30 0 0 30 12 10:45 0 0 0 0 91 322 88 365 687 22:45 0 0 0 0 34 165 16 81 246 11:00 0 0 60 96 23:00 0 0 28 17 11:15 0 0 86 90 23:15 0 0 22 9 11:30 0 0 82 110 23:30 0 0 20 9 11:45 0 0 0 0 91 318 102 397 715 23:45 0 0 0 0 18 86 6 41 127 Total Vol.1757 2638 4395 4552 3140 7692 GPS Coordinates:NB SB Combined 6309 5778 12087 Split %40.0% 60.0%36.4%59.2%40.8%63.6% Peak Hour 11:45 07:30 07:45 16:45 17:00 16:45 Volume 355 516 820 643 392 1034 P.H.F.0.97 0.97 0.92 0.94 0.97 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-019Project#Tuesday, July 30, 2013 Wednesday, July 31, 2013 AM PM Daily Totals 2-DAY AVERAGE 0 La Costa AvenueBetween Romeria Street and Cadencia StreetTuesday, July 30, 2013End Time 30-Jul1:00 AM 422:00 AM 323:00 AM 234:00 AM 225:00 AM 376:00 AM 1717:00 AM 3998:00 AM 7469:00 AM 79610:00 AM 72211:00 AM 68012:00 PM 7411:00 PM 7092:00 PM 6843:00 PM 7194:00 PM 8525:00 PM 1,0036:00 PM 1,0107:00 PM 8468:00 PM 6339:00 PM 47910:00 PM 38411:00 PM 22712:00 AM 135Total 1209202004006008001,0001,200Total Volume (Both Directions)24-Hour Volume Plot La Costa AvenueBetween Romeria Street and Cadencia StreetWednesday, July 31, 2013End Time 31-Jul1:00 AM 582:00 AM 223:00 AM 374:00 AM 185:00 AM 476:00 AM 1547:00 AM 4158:00 AM 7759:00 AM 77410:00 AM 69611:00 AM 69412:00 PM 6891:00 PM 6952:00 PM 7423:00 PM 6934:00 PM 8525:00 PM 9586:00 PM 1,0377:00 PM 8598:00 PM 6459:00 PM 49310:00 PM 34611:00 PM 26412:00 AM 118Total 1208102004006008001,0001,200Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 20 Location: Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 22 19 12:00 188 237 00:15 17 13 12:15 174 240 00:30 9 17 12:30 245 193 00:45 10 58 14 63 121 12:45 226 833 216 886 1719 01:00 13 13 13:00 196 224 01:15 6 11 13:15 200 247 01:30 4 5 13:30 214 208 01:45 8 31 8 37 68 13:45 248 858 227 906 1764 02:00 7 9 14:00 207 205 02:15 7 7 14:15 241 203 02:30 8 8 14:30 231 193 02:45 4 26 8 32 58 14:45 228 907 207 808 1715 03:00 6 7 15:00 237 224 03:15 4 11 15:15 267 246 03:30 3 3 15:30 271 227 03:45 7 20 16 37 57 15:45 323 1098 237 934 2032 04:00 13 16 16:00 270 258 04:15 9 19 16:15 324 306 04:30 12 33 16:30 300 256 04:45 13 47 30 98 145 16:45 288 1182 265 1085 2267 05:00 19 41 17:00 322 332 05:15 30 48 17:15 326 320 05:30 48 84 17:30 326 315 05:45 64 161 125 298 459 17:45 248 1222 312 1279 2501 06:00 61 144 18:00 213 244 06:15 68 188 18:15 244 260 06:30 107 265 18:30 252 210 06:45 109 345 326 923 1268 18:45 238 947 195 909 1856 07:00 109 288 19:00 217 149 07:15 157 285 19:15 193 168 07:30 206 329 19:30 162 131 07:45 206 678 353 1255 1933 19:45 133 705 119 567 1272 08:00 226 338 20:00 134 143 08:15 209 324 20:15 137 131 08:30 195 287 20:30 106 122 08:45 243 873 326 1275 2148 20:45 104 481 114 510 991 09:00 203 244 21:00 110 103 09:15 190 285 21:15 108 99 09:30 219 271 21:30 92 89 09:45 225 837 240 1040 1877 21:45 94 404 85 376 780 10:00 157 235 22:00 81 90 10:15 192 203 22:15 69 64 10:30 167 208 22:30 71 46 10:45 195 711 198 844 1555 22:45 50 271 49 249 520 11:00 180 225 23:00 59 42 11:15 189 232 23:15 34 38 11:30 193 219 23:30 41 26 11:45 202 764 236 912 1676 23:45 26 160 17 123 283 Total Vol.4551 6814 11365 9068 8632 17700 GPS Coordinates:NB SB EB WB Combined 13619 15446 29065 Split %40.0%60.0%39.1%51.2%48.8%60.9% Peak Hour 08:00 07:30 07:30 16:45 17:00 17:00 Volume 873 1344 2191 1262 1279 2501 P.H.F.0.90 0.95 0.97 0.97 0.96 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Tuesday, July 30, 2013 AM Daily Totals 13-1194-020 DAY 1 Volumes for:City:Carlsbad Location :Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 26 12:00 178 222 00:15 30 13 12:15 213 253 00:30 15 14 12:30 183 260 00:45 13 92 13 66 158 12:45 211 785 220 955 1740 01:00 8 9 13:00 221 223 01:15 5 7 13:15 216 242 01:30 8 9 13:30 212 230 01:45 8 29 9 34 63 13:45 232 881 223 918 1799 02:00 5 15 14:00 230 213 02:15 9 5 14:15 215 211 02:30 8 9 14:30 246 226 02:45 11 33 14 43 76 14:45 277 968 243 893 1861 03:00 6 8 15:00 247 208 03:15 5 13 15:15 293 226 03:30 6 4 15:30 268 278 03:45 8 25 17 42 67 15:45 278 1086 214 926 2012 04:00 12 16 16:00 304 246 04:15 10 33 16:15 284 234 04:30 11 18 16:30 332 245 04:45 15 48 27 94 142 16:45 336 1256 279 1004 2260 05:00 20 36 17:00 288 304 05:15 36 63 17:15 313 290 05:30 47 81 17:30 293 294 05:45 68 171 118 298 469 17:45 275 1169 298 1186 2355 06:00 61 123 18:00 294 240 06:15 76 181 18:15 286 257 06:30 92 280 18:30 215 208 06:45 117 346 265 849 1195 18:45 221 1016 198 903 1919 07:00 119 308 19:00 205 176 07:15 138 280 19:15 198 168 07:30 173 367 19:30 141 124 07:45 234 664 325 1280 1944 19:45 125 669 139 607 1276 08:00 191 317 20:00 129 122 08:15 188 307 20:15 132 117 08:30 220 281 20:30 127 127 08:45 243 842 312 1217 2059 20:45 110 498 121 487 985 09:00 195 250 21:00 75 109 09:15 188 232 21:15 118 114 09:30 188 244 21:30 93 112 09:45 215 786 209 935 1721 21:45 87 373 95 430 803 10:00 158 215 22:00 96 81 10:15 167 222 22:15 91 73 10:30 177 223 22:30 59 52 10:45 184 686 196 856 1542 22:45 57 303 37 243 546 11:00 160 206 23:00 60 53 11:15 182 197 23:15 29 43 11:30 185 232 23:30 42 41 11:45 196 723 212 847 1570 23:45 31 162 32 169 331 Total Vol.4445 6561 11006 9166 8721 17887 GPS Coordinates:NB SB EB WB Combined 13611 15282 28893 Split %40.4%59.6%38.1%51.2%48.8%61.9% Peak Hour 08:15 07:30 07:30 16:30 17:00 16:45 Volume 846 1316 2102 1269 1186 2397P.H.F.0.87 0.90 0.94 0.94 0.98 0.97 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Wednesday, July 31, 2013 13-1194-020 Daily Totals Volumes for:&City:Carlsbad Location :Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 23 0 0 12:00 183 230 0 0 00:15 24 13 0 0 12:15 194 247 0 0 00:30 12 16 0 0 12:30 214 227 0 0 00:45 12 75 14 65 0 0 0 0 140 12:45 219 809 218 921 0 0 0 0 1730 01:00 11 11 0 0 13:00 209 224 0 0 01:15 6 9 0 0 13:15 208 245 0 0 01:30 6 7 0 0 13:30 213 219 0 0 01:45 8 30 9 36 0 0 0 0 66 13:45 240 870 225 912 0 0 0 0 1782 02:00 6 12 0 0 14:00 219 209 0 0 02:15 8 6 0 0 14:15 228 207 0 0 02:30 8 9 0 0 14:30 239 210 0 0 02:45 8 30 11 38 0 0 0 0 67 14:45 253 938 225 851 0 0 0 0 1788 03:00 6 8 0 0 15:00 242 216 0 0 03:15 5 12 0 0 15:15 280 236 0 0 03:30 5 4 0 0 15:30 270 253 0 0 03:45 8 23 17 40 0 0 0 0 62 15:45 301 1092 226 930 0 0 0 0 2022 04:00 13 16 0 0 16:00 287 252 0 0 04:15 10 26 0 0 16:15 304 270 0 0 04:30 12 26 0 0 16:30 316 251 0 0 04:45 14 48 29 96 0 0 0 0 144 16:45 312 1219 272 1045 0 0 0 0 2264 05:00 20 39 0 0 17:00 305 318 0 0 05:15 33 56 0 0 17:15 320 305 0 0 05:30 48 83 0 0 17:30 310 305 0 0 05:45 66 166 122 298 0 0 0 0 464 17:45 262 1196 305 1233 0 0 0 0 2428 06:00 61 134 0 0 18:00 254 242 0 0 06:15 72 185 0 0 18:15 265 259 0 0 06:30 100 273 0 0 18:30 234 209 0 0 06:45 113 346 296 886 0 0 0 0 1232 18:45 230 982 197 906 0 0 0 0 1888 07:00 114 298 0 0 19:00 211 163 0 0 07:15 148 283 0 0 19:15 196 168 0 0 07:30 190 348 0 0 19:30 152 128 0 0 07:45 220 671 339 1268 0 0 0 0 1939 19:45 129 687 129 587 0 0 0 0 1274 08:00 209 328 0 0 20:00 132 133 0 0 08:15 199 316 0 0 20:15 135 124 0 0 08:30 208 284 0 0 20:30 117 125 0 0 08:45 243 858 319 1246 0 0 0 0 2104 20:45 107 490 118 499 0 0 0 0 988 09:00 199 247 0 0 21:00 93 106 0 0 09:15 189 259 0 0 21:15 113 107 0 0 09:30 204 258 0 0 21:30 93 101 0 0 09:45 220 812 225 988 0 0 0 0 1799 21:45 91 389 90 403 0 0 0 0 792 10:00 158 225 0 0 22:00 89 86 0 0 10:15 180 213 0 0 22:15 80 69 0 0 10:30 172 216 0 0 22:30 65 49 0 0 10:45 190 699 197 850 0 0 0 0 1549 22:45 54 287 43 246 0 0 0 0 533 11:00 170 216 0 0 23:00 60 48 0 0 11:15 186 215 0 0 23:15 32 41 0 0 11:30 189 226 0 0 23:30 42 34 0 0 11:45 199 744 224 880 0 0 0 0 1623 23:45 29 161 25 146 0 0 0 0 307 Total Vol.4498 6688 11186 9117 8677 17794 GPS Coordinates:NB SB Combined 13615 15364 28979 Split %40.2%59.8%38.6%51.2%48.8%61.4% Peak Hour 08:00 07:30 07:30 16:30 17:00 16:45 Volume 858 1330 2147 1253 1233 2446 P.H.F.0.88 0.96 0.96 0.98 0.97 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-020Project#Tuesday, July 30, 2013 Wednesday, July 31, 2013 AM PM Daily Totals 2-DAY AVERAGE 0 Rancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadTuesday, July 30, 2013End Time 30-Jul1:00 AM 1212:00 AM 683:00 AM 584:00 AM 575:00 AM 1456:00 AM 4597:00 AM 1,2688:00 AM 1,9339:00 AM 2,14810:00 AM 1,87711:00 AM 1,55512:00 PM 1,6761:00 PM 1,7192:00 PM 1,7643:00 PM 1,7154:00 PM 2,0325:00 PM 2,2676:00 PM 2,5017:00 PM 1,8568:00 PM 1,2729:00 PM 99110:00 PM 78011:00 PM 52012:00 AM 283Total 2906505001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot Rancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadWednesday, July 31, 2013End Time 31-Jul1:00 AM 1582:00 AM 633:00 AM 764:00 AM 675:00 AM 1426:00 AM 4697:00 AM 1,1958:00 AM 1,9449:00 AM 2,05910:00 AM 1,72111:00 AM 1,54212:00 PM 1,5701:00 PM 1,7402:00 PM 1,7993:00 PM 1,8614:00 PM 2,0125:00 PM 2,2606:00 PM 2,3557:00 PM 1,9198:00 PM 1,2769:00 PM 98510:00 PM 80311:00 PM 54612:00 AM 331Total 2889305001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 21 Location: Poinsettia Lane Between Paseo del Norte and Batiquitos Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Dr. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 30 10 12:00 196 189 00:15 27 9 12:15 206 215 00:30 14 13 12:30 184 229 00:45 13 84 10 42 126 12:45 207 793 180 813 1606 01:00 11 3 13:00 224 192 01:15 12 8 13:15 200 204 01:30 5 5 13:30 173 198 01:45 7 35 2 18 53 13:45 195 792 194 788 1580 02:00 4 3 14:00 214 202 02:15 7 3 14:15 203 173 02:30 3 4 14:30 224 201 02:45 8 22 2 12 34 14:45 193 834 178 754 1588 03:00 0 1 15:00 195 173 03:15 2 1 15:15 218 189 03:30 4 6 15:30 216 256 03:45 2 8 3 11 19 15:45 232 861 226 844 1705 04:00 9 14 16:00 202 213 04:15 8 17 16:15 233 201 04:30 11 20 16:30 260 231 04:45 13 41 25 76 117 16:45 254 949 257 902 1851 05:00 13 28 17:00 244 285 05:15 17 45 17:15 297 285 05:30 38 57 17:30 265 260 05:45 50 118 77 207 325 17:45 273 1079 238 1068 2147 06:00 36 124 18:00 255 220 06:15 62 112 18:15 258 181 06:30 80 151 18:30 243 190 06:45 117 295 154 541 836 18:45 199 955 172 763 1718 07:00 107 184 19:00 194 146 07:15 138 189 19:15 196 142 07:30 175 210 19:30 164 96 07:45 214 634 257 840 1474 19:45 181 735 108 492 1227 08:00 232 216 20:00 149 93 08:15 216 210 20:15 146 67 08:30 225 233 20:30 146 84 08:45 240 913 236 895 1808 20:45 144 585 88 332 917 09:00 194 174 21:00 129 72 09:15 182 202 21:15 116 57 09:30 162 180 21:30 79 43 09:45 212 750 196 752 1502 21:45 100 424 43 215 639 10:00 199 236 22:00 122 51 10:15 163 188 22:15 75 39 10:30 181 200 22:30 77 35 10:45 174 717 197 821 1538 22:45 56 330 27 152 482 11:00 179 170 23:00 48 30 11:15 192 197 23:15 39 14 11:30 183 213 23:30 35 19 11:45 196 750 200 780 1530 23:45 32 154 12 75 229 Total Vol.4367 4995 9362 8491 7198 15689 GPS Coordinates:NB SB EB WB Combined 12858 12193 25051 Split %46.6%53.4%37.4%54.1%45.9%62.6% Peak Hour 08:00 07:45 08:00 17:15 16:45 16:45 Volume 913 916 1808 1090 1087 2147 P.H.F.0.95 0.89 0.95 0.92 0.95 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Project# PM Wednesday, July 24, 2013 AM Daily Totals 13-1194-021 DAY 1 Volumes for:City:Carlsbad Location :Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Dr. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 30 23 12:00 211 187 00:15 15 9 12:15 176 203 00:30 20 9 12:30 172 212 00:45 10 75 8 49 124 12:45 166 725 212 814 1539 01:00 9 5 13:00 195 172 01:15 7 8 13:15 208 181 01:30 11 3 13:30 200 189 01:45 4 31 1 17 48 13:45 194 797 183 725 1522 02:00 3 2 14:00 202 189 02:15 8 3 14:15 186 175 02:30 8 5 14:30 191 195 02:45 5 24 5 15 39 14:45 181 760 203 762 1522 03:00 3 1 15:00 211 217 03:15 4 3 15:15 222 225 03:30 3 5 15:30 209 196 03:45 3 13 6 15 28 15:45 228 870 212 850 1720 04:00 2 10 16:00 222 173 04:15 7 18 16:15 234 243 04:30 12 19 16:30 269 235 04:45 11 32 27 74 106 16:45 248 973 264 915 1888 05:00 10 44 17:00 272 248 05:15 22 47 17:15 280 295 05:30 40 55 17:30 289 278 05:45 49 121 78 224 345 17:45 305 1146 258 1079 2225 06:00 38 98 18:00 275 230 06:15 63 115 18:15 260 221 06:30 73 150 18:30 223 190 06:45 108 282 164 527 809 18:45 263 1021 166 807 1828 07:00 108 172 19:00 203 131 07:15 126 184 19:15 218 152 07:30 150 222 19:30 193 113 07:45 208 592 227 805 1397 19:45 152 766 100 496 1262 08:00 194 219 20:00 168 100 08:15 210 198 20:15 172 93 08:30 206 247 20:30 157 91 08:45 262 872 243 907 1779 20:45 155 652 89 373 1025 09:00 198 188 21:00 133 78 09:15 189 192 21:15 119 88 09:30 211 192 21:30 125 62 09:45 177 775 199 771 1546 21:45 108 485 46 274 759 10:00 181 175 22:00 82 36 10:15 142 179 22:15 80 37 10:30 156 213 22:30 79 41 10:45 185 664 188 755 1419 22:45 70 311 33 147 458 11:00 147 193 23:00 47 33 11:15 163 191 23:15 46 23 11:30 164 201 23:30 35 28 11:45 181 655 206 791 1446 23:45 41 169 12 96 265 Total Vol.4136 4950 9086 8675 7338 16013 GPS Coordinates:NB SB EB WB Combined 12811 12288 25099 Split %45.5%54.5%36.2%54.2%45.8%63.8% Peak Hour 08:15 08:00 08:00 17:15 16:45 17:00 Volume 876 907 1779 1149 1085 2225P.H.F.0.84 0.92 0.88 0.94 0.92 0.97 DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 0 AM PM Project#Thursday, July 25, 2013 13-1194-021 Daily Totals Volumes for:&City:Carlsbad Location :Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Dr. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 30 17 12:00 0 0 204 188 00:15 0 0 21 9 12:15 0 0 191 209 00:30 0 0 17 11 12:30 0 0 178 221 00:45 0 0 0 0 12 80 9 46 125 12:45 0 0 0 0 187 759 196 814 1573 01:00 0 0 10 4 13:00 0 0 210 182 01:15 0 0 10 8 13:15 0 0 204 193 01:30 0 0 8 4 13:30 0 0 187 194 01:45 0 0 0 0 6 33 2 18 51 13:45 0 0 0 0 195 795 189 757 1551 02:00 0 0 4 3 14:00 0 0 208 196 02:15 0 0 8 3 14:15 0 0 195 174 02:30 0 0 6 5 14:30 0 0 208 198 02:45 0 0 0 0 7 23 4 14 37 14:45 0 0 0 0 187 797 191 758 1555 03:00 0 0 2 1 15:00 0 0 203 195 03:15 0 0 3 2 15:15 0 0 220 207 03:30 0 0 4 6 15:30 0 0 213 226 03:45 0 0 0 0 3 11 5 13 24 15:45 0 0 0 0 230 866 219 847 1713 04:00 0 0 6 12 16:00 0 0 212 193 04:15 0 0 8 18 16:15 0 0 234 222 04:30 0 0 12 20 16:30 0 0 265 233 04:45 0 0 0 0 12 37 26 75 112 16:45 0 0 0 0 251 961 261 909 1870 05:00 0 0 12 36 17:00 0 0 258 267 05:15 0 0 20 46 17:15 0 0 289 290 05:30 0 0 39 56 17:30 0 0 277 269 05:45 0 0 0 0 50 120 78 216 335 17:45 0 0 0 0 289 1113 248 1074 2186 06:00 0 0 37 111 18:00 0 0 265 225 06:15 0 0 63 114 18:15 0 0 259 201 06:30 0 0 77 151 18:30 0 0 233 190 06:45 0 0 0 0 113 289 159 534 823 18:45 0 0 0 0 231 988 169 785 1773 07:00 0 0 108 178 19:00 0 0 199 139 07:15 0 0 132 187 19:15 0 0 207 147 07:30 0 0 163 216 19:30 0 0 179 105 07:45 0 0 0 0 211 613 242 823 1436 19:45 0 0 0 0 167 751 104 494 1245 08:00 0 0 213 218 20:00 0 0 159 97 08:15 0 0 213 204 20:15 0 0 159 80 08:30 0 0 216 240 20:30 0 0 152 88 08:45 0 0 0 0 251 893 240 901 1794 20:45 0 0 0 0 150 619 89 353 971 09:00 0 0 196 181 21:00 0 0 131 75 09:15 0 0 186 197 21:15 0 0 118 73 09:30 0 0 187 186 21:30 0 0 102 53 09:45 0 0 0 0 195 763 198 762 1524 21:45 0 0 0 0 104 455 45 245 699 10:00 0 0 190 206 22:00 0 0 102 44 10:15 0 0 153 184 22:15 0 0 78 38 10:30 0 0 169 207 22:30 0 0 78 38 10:45 0 0 0 0 180 691 193 788 1479 22:45 0 0 0 0 63 321 30 150 470 11:00 0 0 163 182 23:00 0 0 48 32 11:15 0 0 178 194 23:15 0 0 43 19 11:30 0 0 174 207 23:30 0 0 35 24 11:45 0 0 0 0 189 703 203 786 1488 23:45 0 0 0 0 37 162 12 86 247 Total Vol.4252 4973 9224 8583 7268 15851 GPS Coordinates:NB SB Combined 12835 12241 25075 Split %46.1% 53.9%36.8%54.1%45.9%63.2% Peak Hour 08:00 07:45 08:00 17:15 16:45 17:00 Volume 893 904 1794 1120 1086 2186 P.H.F.0.89 0.93 0.91 0.97 0.94 0.94 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-021Project#Wednesday, July 24, 2013 Thursday, July 25, 2013 Poinsettia LaneBetween Paseo Del Norte and Batiquitos DriveWednesday, July 24, 2013End Time 24-Jul1:00 AM 1262:00 AM 533:00 AM 344:00 AM 195:00 AM 1176:00 AM 3257:00 AM 8368:00 AM 1,4749:00 AM 1,80810:00 AM 1,50211:00 AM 1,53812:00 PM 1,5301:00 PM 1,6062:00 PM 1,5803:00 PM 1,5884:00 PM 1,7055:00 PM 1,8516:00 PM 2,1477:00 PM 1,7188:00 PM 1,2279:00 PM 91710:00 PM 63911:00 PM 48212:00 AM 229Total 2505105001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot Poinsettia LaneBetween Paseo Del Norte and Batiquitos DriveThursday, July 25, 2013End Time 25-Jul1:00 AM 1242:00 AM 483:00 AM 394:00 AM 285:00 AM 1066:00 AM 3457:00 AM 8098:00 AM 1,3979:00 AM 1,77910:00 AM 1,54611:00 AM 1,41912:00 PM 1,4461:00 PM 1,5392:00 PM 1,5223:00 PM 1,5224:00 PM 1,7205:00 PM 1,8886:00 PM 2,2257:00 PM 1,8288:00 PM 1,2629:00 PM 1,02510:00 PM 75911:00 PM 45812:00 AM 265Total 2509905001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 22 Location: Tamarack Avenue Between El Camino Real and La Portalada Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 5 5 12:00 62 72 00:15 4 3 12:15 48 65 00:30 5 1 12:30 55 52 00:45 2 16 7 16 32 12:45 52 217 75 264 481 01:00 6 3 13:00 49 65 01:15 3 1 13:15 57 46 01:30 0 0 13:30 49 61 01:45 1 10 2 6 16 13:45 50 205 51 223 428 02:00 0 0 14:00 51 56 02:15 2 1 14:15 70 45 02:30 1 1 14:30 58 51 02:45 1 4 3 5 9 14:45 57 236 51 203 439 03:00 1 1 15:00 63 51 03:15 2 2 15:15 69 60 03:30 1 2 15:30 63 63 03:45 1 5 4 9 14 15:45 90 285 62 236 521 04:00 1 2 16:00 75 48 04:15 0 3 16:15 83 54 04:30 1 8 16:30 90 55 04:45 1 3 9 22 25 16:45 104 352 59 216 568 05:00 1 15 17:00 100 80 05:15 2 10 17:15 129 66 05:30 5 20 17:30 99 72 05:45 7 15 29 74 89 17:45 99 427 56 274 701 06:00 4 27 18:00 77 51 06:15 7 49 18:15 75 64 06:30 8 67 18:30 93 61 06:45 21 40 95 238 278 18:45 76 321 45 221 542 07:00 19 76 19:00 84 44 07:15 23 83 19:15 63 44 07:30 26 102 19:30 65 35 07:45 34 102 118 379 481 19:45 66 278 33 156 434 08:00 40 100 20:00 59 36 08:15 44 120 20:15 47 32 08:30 44 102 20:30 70 34 08:45 37 165 103 425 590 20:45 55 231 30 132 363 09:00 40 70 21:00 39 31 09:15 42 75 21:15 45 21 09:30 36 60 21:30 35 14 09:45 56 174 70 275 449 21:45 34 153 18 84 237 10:00 44 56 22:00 32 12 10:15 28 71 22:15 25 14 10:30 31 58 22:30 26 7 10:45 36 139 43 228 367 22:45 24 107 16 49 156 11:00 36 54 23:00 19 7 11:15 53 65 23:15 12 4 11:30 64 56 23:30 17 4 11:45 60 213 57 232 445 23:45 10 58 1 16 74 Total Vol.886 1909 2795 2870 2074 4944 GPS Coordinates:NB SB EB WB Combined 3756 3983 7739 Split %31.7%68.3%36.1%58.1%41.9%63.9% Peak Hour 11:15 07:30 07:45 16:45 16:45 16:45 Volume 239 440 602 432 277 709 P.H.F.0.93 0.92 0.92 0.84 0.87 0.91 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Tamarack Ave. btwn. El Camino Real & La Portalada Dr. PM Project#Wednesday, July 17, 2013 AM Daily Totals 13-1194-022 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 6 12:00 66 52 00:15 16 4 12:15 55 62 00:30 4 7 12:30 45 58 00:45 3 32 2 19 51 12:45 58 224 54 226 450 01:00 6 3 13:00 64 71 01:15 6 3 13:15 57 54 01:30 2 2 13:30 60 74 01:45 2 16 1 9 25 13:45 56 237 56 255 492 02:00 3 2 14:00 67 52 02:15 1 1 14:15 67 74 02:30 0 4 14:30 61 44 02:45 1 5 0 7 12 14:45 61 256 57 227 483 03:00 0 2 15:00 54 66 03:15 1 2 15:15 74 55 03:30 1 3 15:30 61 61 03:45 1 3 5 12 15 15:45 73 262 54 236 498 04:00 0 3 16:00 89 72 04:15 1 0 16:15 86 52 04:30 1 12 16:30 87 55 04:45 3 5 10 25 30 16:45 86 348 77 256 604 05:00 1 13 17:00 100 47 05:15 2 13 17:15 109 54 05:30 3 21 17:30 112 71 05:45 4 10 23 70 80 17:45 104 425 54 226 651 06:00 14 26 18:00 86 42 06:15 8 38 18:15 97 57 06:30 16 67 18:30 74 54 06:45 18 56 87 218 274 18:45 63 320 39 192 512 07:00 19 85 19:00 87 28 07:15 22 78 19:15 53 40 07:30 32 103 19:30 67 40 07:45 33 106 100 366 472 19:45 48 255 25 133 388 08:00 31 104 20:00 75 34 08:15 31 100 20:15 62 34 08:30 45 82 20:30 74 27 08:45 33 140 88 374 514 20:45 45 256 27 122 378 09:00 42 76 21:00 44 27 09:15 29 57 21:15 29 20 09:30 41 66 21:30 24 16 09:45 59 171 63 262 433 21:45 35 132 18 81 213 10:00 46 69 22:00 38 19 10:15 46 74 22:15 23 20 10:30 46 60 22:30 27 14 10:45 36 174 68 271 445 22:45 23 111 9 62 173 11:00 37 42 23:00 12 12 11:15 54 67 23:15 8 5 11:30 43 55 23:30 8 2 11:45 52 186 65 229 415 23:45 11 39 5 24 63 Total Vol.904 1862 2766 2865 2040 4905 GPS Coordinates:NB SB EB WB Combined 3769 3902 7671 Split %32.7%67.3%36.1%58.4%41.6%63.9% Peak Hour 11:45 07:30 07:30 17:00 13:30 16:45 Volume 218 407 534 425 256 656P.H.F.0.83 0.98 0.99 0.95 0.86 0.90 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Thursday, July 18, 2013 13-1194-022 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 7 6 12:00 0 0 64 62 00:15 0 0 10 4 12:15 0 0 52 64 00:30 0 0 5 4 12:30 0 0 50 55 00:45 0 0 0 0 3 24 5 18 42 12:45 0 0 0 0 55 221 65 245 466 01:00 0 0 6 3 13:00 0 0 57 68 01:15 0 0 5 2 13:15 0 0 57 50 01:30 0 0 1 1 13:30 0 0 55 68 01:45 0 0 0 0 2 13 2 8 21 13:45 0 0 0 0 53 221 54 239 460 02:00 0 0 2 1 14:00 0 0 59 54 02:15 0 0 2 1 14:15 0 0 69 60 02:30 0 0 1 3 14:30 0 0 60 48 02:45 0 0 0 0 1 5 2 6 11 14:45 0 0 0 0 59 246 54 215 461 03:00 0 0 1 2 15:00 0 0 59 59 03:15 0 0 2 2 15:15 0 0 72 58 03:30 0 0 1 3 15:30 0 0 62 62 03:45 0 0 0 0 1 4 5 11 15 15:45 0 0 0 0 82 274 58 236 510 04:00 0 0 1 3 16:00 0 0 82 60 04:15 0 0 1 2 16:15 0 0 85 53 04:30 0 0 1 10 16:30 0 0 89 55 04:45 0 0 0 0 2 4 10 24 28 16:45 0 0 0 0 95 350 68 236 586 05:00 0 0 1 14 17:00 0 0 100 64 05:15 0 0 2 12 17:15 0 0 119 60 05:30 0 0 4 21 17:30 0 0 106 72 05:45 0 0 0 0 6 13 26 72 85 17:45 0 0 0 0 102 426 55 250 676 06:00 0 0 9 27 18:00 0 0 82 47 06:15 0 0 8 44 18:15 0 0 86 61 06:30 0 0 12 67 18:30 0 0 84 58 06:45 0 0 0 0 20 48 91 228 276 18:45 0 0 0 0 70 321 42 207 527 07:00 0 0 19 81 19:00 0 0 86 36 07:15 0 0 23 81 19:15 0 0 58 42 07:30 0 0 29 103 19:30 0 0 66 38 07:45 0 0 0 0 34 104 109 373 477 19:45 0 0 0 0 57 267 29 145 411 08:00 0 0 36 102 20:00 0 0 67 35 08:15 0 0 38 110 20:15 0 0 55 33 08:30 0 0 45 92 20:30 0 0 72 31 08:45 0 0 0 0 35 153 96 400 552 20:45 0 0 0 0 50 244 29 127 371 09:00 0 0 41 73 21:00 0 0 42 29 09:15 0 0 36 66 21:15 0 0 37 21 09:30 0 0 39 63 21:30 0 0 30 15 09:45 0 0 0 0 58 173 67 269 441 21:45 0 0 0 0 35 143 18 83 225 10:00 0 0 45 63 22:00 0 0 35 16 10:15 0 0 37 73 22:15 0 0 24 17 10:30 0 0 39 59 22:30 0 0 27 11 10:45 0 0 0 0 36 157 56 250 406 22:45 0 0 0 0 24 109 13 56 165 11:00 0 0 37 48 23:00 0 0 16 10 11:15 0 0 54 66 23:15 0 0 10 5 11:30 0 0 54 56 23:30 0 0 13 3 11:45 0 0 0 0 56 200 61 231 430 23:45 0 0 0 0 11 49 3 20 69 Total Vol.895 1886 2781 2868 2057 4925 GPS Coordinates:NB SB Combined 3763 3943 7705 Split %32.2% 67.8%36.1%58.2%41.8%63.9% Peak Hour 11:15 07:30 07:45 17:00 16:45 16:45 Volume 227 424 564 426 263 683 P.H.F.0.89 0.96 0.96 0.89 0.92 0.95 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-022Project# Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Wednesday, July 17, 2013 Thursday, July 18, 2013 Tamarack AvenueBetween El Camino Real and La Portalada DriveWednesday, July 17, 2013End Time 17-Jul1:00 AM 322:00 AM 163:00 AM 94:00 AM 145:00 AM 256:00 AM 897:00 AM 2788:00 AM 4819:00 AM 59010:00 AM 44911:00 AM 36712:00 PM 4451:00 PM 4812:00 PM 4283:00 PM 4394:00 PM 5215:00 PM 5686:00 PM 7017:00 PM 5428:00 PM 4349:00 PM 36310:00 PM 23711:00 PM 15612:00 AM 74Total 77390100200300400500600700800Total Volume (Both Directions)24-Hour Volume Plot Tamarack AvenueBetween El Camino Real and La Portalada DriveThursday, July 18, 2013End Time 18-Jul1:00 AM 512:00 AM 253:00 AM 124:00 AM 155:00 AM 306:00 AM 807:00 AM 2748:00 AM 4729:00 AM 51410:00 AM 43311:00 AM 44512:00 PM 4151:00 PM 4502:00 PM 4923:00 PM 4834:00 PM 4985:00 PM 6046:00 PM 6517:00 PM 5128:00 PM 3889:00 PM 37810:00 PM 21311:00 PM 17312:00 AM 63Total 76710100200300400500600700Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 23 Location: Cannon Road Between Paseo del Norte and Car Country Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 5 12:00 227 203 00:15 14 6 12:15 207 196 00:30 15 6 12:30 256 194 00:45 8 51 1 18 69 12:45 229 919 177 770 1689 01:00 5 7 13:00 213 202 01:15 4 2 13:15 218 216 01:30 7 2 13:30 203 175 01:45 3 19 3 14 33 13:45 223 857 180 773 1630 02:00 4 6 14:00 188 168 02:15 1 2 14:15 227 172 02:30 5 2 14:30 174 209 02:45 3 13 2 12 25 14:45 190 779 230 779 1558 03:00 13 3 15:00 170 249 03:15 4 3 15:15 218 217 03:30 6 4 15:30 212 279 03:45 6 29 2 12 41 15:45 254 854 226 971 1825 04:00 4 4 16:00 237 287 04:15 8 7 16:15 208 286 04:30 8 11 16:30 205 326 04:45 16 36 20 42 78 16:45 227 877 343 1242 2119 05:00 12 28 17:00 261 421 05:15 23 33 17:15 242 408 05:30 43 53 17:30 218 392 05:45 66 144 70 184 328 17:45 194 915 335 1556 2471 06:00 53 72 18:00 219 292 06:15 74 110 18:15 208 271 06:30 125 118 18:30 164 244 06:45 210 462 163 463 925 18:45 139 730 203 1010 1740 07:00 166 189 19:00 129 188 07:15 238 148 19:15 111 159 07:30 281 155 19:30 102 157 07:45 375 1060 192 684 1744 19:45 89 431 167 671 1102 08:00 325 162 20:00 84 156 08:15 300 170 20:15 78 186 08:30 316 170 20:30 84 181 08:45 350 1291 177 679 1970 20:45 79 325 114 637 962 09:00 311 152 21:00 88 78 09:15 261 125 21:15 80 51 09:30 324 131 21:30 58 39 09:45 349 1245 144 552 1797 21:45 53 279 24 192 471 10:00 357 130 22:00 51 29 10:15 306 145 22:15 43 26 10:30 277 168 22:30 39 12 10:45 298 1238 156 599 1837 22:45 39 172 16 83 255 11:00 274 161 23:00 31 17 11:15 265 172 23:15 30 17 11:30 258 213 23:30 21 8 11:45 245 1042 223 769 1811 23:45 17 99 7 49 148 Total Vol.6630 4028 10658 7237 8733 15970 GPS Coordinates:NB SB EB WB Combined 13867 12761 26628 Split %62.2%37.8%40.0%45.3%54.7%60.0% Peak Hour 09:30 11:30 07:45 16:45 16:45 16:45 Volume 1336 835 2010 948 1564 2512P.H.F.0.94 0.94 0.89 0.91 0.93 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Cannon Rd. btwn. Paseo del Norte & Car Country Dr. PM Project#Wednesday, July 10, 2013 AM Daily Totals 13-1194-023 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 10 12:00 217 212 00:15 12 6 12:15 214 222 00:30 7 12 12:30 246 201 00:45 16 47 6 34 81 12:45 252 929 175 810 1739 01:00 7 3 13:00 191 206 01:15 7 2 13:15 218 199 01:30 3 3 13:30 213 195 01:45 4 21 6 14 35 13:45 235 857 191 791 1648 02:00 3 2 14:00 197 165 02:15 7 4 14:15 177 174 02:30 6 3 14:30 187 218 02:45 4 20 2 11 31 14:45 182 743 212 769 1512 03:00 4 2 15:00 191 230 03:15 2 3 15:15 173 232 03:30 3 3 15:30 167 270 03:45 6 15 4 12 27 15:45 218 749 236 968 1717 04:00 12 8 16:00 189 313 04:15 4 9 16:15 214 261 04:30 2 20 16:30 213 324 04:45 18 36 19 56 92 16:45 218 834 307 1205 2039 05:00 15 21 17:00 250 420 05:15 19 37 17:15 214 422 05:30 38 40 17:30 232 344 05:45 64 136 56 154 290 17:45 217 913 334 1520 2433 06:00 51 77 18:00 178 280 06:15 89 104 18:15 137 240 06:30 110 134 18:30 141 222 06:45 212 462 150 465 927 18:45 140 596 212 954 1550 07:00 145 182 19:00 116 159 07:15 225 160 19:15 110 173 07:30 291 143 19:30 85 158 07:45 362 1023 186 671 1694 19:45 99 410 177 667 1077 08:00 312 139 20:00 106 133 08:15 303 146 20:15 113 207 08:30 338 163 20:30 80 213 08:45 300 1253 169 617 1870 20:45 77 376 111 664 1040 09:00 307 158 21:00 83 76 09:15 285 152 21:15 77 57 09:30 288 136 21:30 70 35 09:45 333 1213 145 591 1804 21:45 58 288 19 187 475 10:00 331 151 22:00 70 29 10:15 295 148 22:15 62 27 10:30 307 148 22:30 40 13 10:45 290 1223 155 602 1825 22:45 52 224 25 94 318 11:00 260 191 23:00 36 16 11:15 250 202 23:15 32 18 11:30 220 179 23:30 24 17 11:45 256 986 215 787 1773 23:45 22 114 7 58 172 Total Vol.6435 4014 10449 7033 8687 15720 GPS Coordinates:NB SB EB WB Combined 13468 12701 26169 Split %61.6%38.4%39.9%44.7%55.3%60.1% Peak Hour 07:45 11:45 07:45 12:00 17:00 17:00 Volume 1315 850 1949 929 1520 2433P.H.F.0.91 0.96 0.89 0.92 0.90 0.91 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Cannon Rd. btwn. Paseo del Norte & Car Country Dr. Thursday, July 11, 2013 13-1194-023 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 13 8 12:00 0 0 222 208 00:15 0 0 13 6 12:15 0 0 211 209 00:30 0 0 11 9 12:30 0 0 251 198 00:45 0 0 0 0 12 49 4 26 75 12:45 0 0 0 0 241 924 176 790 1714 01:00 0 0 6 5 13:00 0 0 202 204 01:15 0 0 6 2 13:15 0 0 218 208 01:30 0 0 5 3 13:30 0 0 208 185 01:45 0 0 0 0 4 20 5 14 34 13:45 0 0 0 0 229 857 186 782 1639 02:00 0 0 4 4 14:00 0 0 193 167 02:15 0 0 4 3 14:15 0 0 202 173 02:30 0 0 6 3 14:30 0 0 181 214 02:45 0 0 0 0 4 17 2 12 28 14:45 0 0 0 0 186 761 221 774 1535 03:00 0 0 9 3 15:00 0 0 181 240 03:15 0 0 3 3 15:15 0 0 196 225 03:30 0 0 5 4 15:30 0 0 190 275 03:45 0 0 0 0 6 22 3 12 34 15:45 0 0 0 0 236 802 231 970 1771 04:00 0 0 8 6 16:00 0 0 213 300 04:15 0 0 6 8 16:15 0 0 211 274 04:30 0 0 5 16 16:30 0 0 209 325 04:45 0 0 0 0 17 36 20 49 85 16:45 0 0 0 0 223 856 325 1224 2079 05:00 0 0 14 25 17:00 0 0 256 421 05:15 0 0 21 35 17:15 0 0 228 415 05:30 0 0 41 47 17:30 0 0 225 368 05:45 0 0 0 0 65 140 63 169 309 17:45 0 0 0 0 206 914 335 1538 2452 06:00 0 0 52 75 18:00 0 0 199 286 06:15 0 0 82 107 18:15 0 0 173 256 06:30 0 0 118 126 18:30 0 0 153 233 06:45 0 0 0 0 211 462 157 464 926 18:45 0 0 0 0 140 663 208 982 1645 07:00 0 0 156 186 19:00 0 0 123 174 07:15 0 0 232 154 19:15 0 0 111 166 07:30 0 0 286 149 19:30 0 0 94 158 07:45 0 0 0 0 369 1042 189 678 1719 19:45 0 0 0 0 94 421 172 669 1090 08:00 0 0 319 151 20:00 0 0 95 145 08:15 0 0 302 158 20:15 0 0 96 197 08:30 0 0 327 167 20:30 0 0 82 197 08:45 0 0 0 0 325 1272 173 648 1920 20:45 0 0 0 0 78 351 113 651 1001 09:00 0 0 309 155 21:00 0 0 86 77 09:15 0 0 273 139 21:15 0 0 79 54 09:30 0 0 306 134 21:30 0 0 64 37 09:45 0 0 0 0 341 1229 145 572 1801 21:45 0 0 0 0 56 284 22 190 473 10:00 0 0 344 141 22:00 0 0 61 29 10:15 0 0 301 147 22:15 0 0 53 27 10:30 0 0 292 158 22:30 0 0 40 13 10:45 0 0 0 0 294 1231 156 601 1831 22:45 0 0 0 0 46 198 21 89 287 11:00 0 0 267 176 23:00 0 0 34 17 11:15 0 0 258 187 23:15 0 0 31 18 11:30 0 0 239 196 23:30 0 0 23 13 11:45 0 0 0 0 251 1014 219 778 1792 23:45 0 0 0 0 20 107 7 54 160 Total Vol.6533 4021 10554 7135 8710 15845 GPS Coordinates:NB SB Combined 13668 12731 26399 Split %61.9% 38.1%40.0%45.0%55.0%60.0% Peak Hour 07:45 11:45 07:45 16:45 17:00 16:45 Volume 1316 833 1980 931 1538 2460 P.H.F.0.89 0.95 0.89 0.91 0.91 0.91 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-023Project# Cannon Rd. btwn. Paseo del Norte & Car Country Dr. Wednesday, July 10, 2013 Thursday, July 11, 2013 Cannon RoadBetween Paseo Del Norte and Car Country DriveWednesday, July 10, 2013End Time 10-Jul1:00 AM 692:00 AM 333:00 AM 254:00 AM 415:00 AM 786:00 AM 3287:00 AM 9258:00 AM 1,7449:00 AM 1,97010:00 AM 1,79711:00 AM 1,83712:00 PM 1,8111:00 PM 1,6892:00 PM 1,6303:00 PM 1,5584:00 PM 1,8255:00 PM 2,1196:00 PM 2,4717:00 PM 1,7408:00 PM 1,1029:00 PM 96210:00 PM 47111:00 PM 25512:00 AM 148Total 2662805001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot Cannon RoadBetween Paseo Del Norte and Car Country DriveThursday, July 11, 2013End Time 11-Jul1:00 AM 812:00 AM 353:00 AM 314:00 AM 275:00 AM 926:00 AM 2907:00 AM 9278:00 AM 1,6949:00 AM 1,87010:00 AM 1,80411:00 AM 1,82512:00 PM 1,7731:00 PM 1,7392:00 PM 1,6483:00 PM 1,5124:00 PM 1,7175:00 PM 2,0396:00 PM 2,4337:00 PM 1,5508:00 PM 1,0779:00 PM 1,04010:00 PM 47511:00 PM 31812:00 AM 172Total 2616905001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 24 Location: Cannon Road Between Hilltop Street and College Boulevard Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 21 4 12:00 127 118 00:15 12 2 12:15 141 139 00:30 13 4 12:30 113 148 00:45 16 62 8 18 80 12:45 132 513 127 532 1045 01:00 3 4 13:00 132 162 01:15 6 4 13:15 114 161 01:30 3 0 13:30 148 130 01:45 2 14 4 12 26 13:45 127 521 133 586 1107 02:00 4 3 14:00 150 111 02:15 4 2 14:15 139 122 02:30 7 9 14:30 175 120 02:45 6 21 4 18 39 14:45 187 651 122 475 1126 03:00 4 1 15:00 205 149 03:15 2 7 15:15 188 122 03:30 3 9 15:30 235 133 03:45 4 13 17 34 47 15:45 246 874 120 524 1398 04:00 9 13 16:00 277 127 04:15 6 13 16:15 270 130 04:30 8 53 16:30 281 106 04:45 7 30 70 149 179 16:45 307 1135 141 504 1639 05:00 10 49 17:00 327 101 05:15 6 69 17:15 363 101 05:30 11 105 17:30 295 103 05:45 20 47 154 377 424 17:45 223 1208 104 409 1617 06:00 26 119 18:00 254 90 06:15 19 168 18:15 203 85 06:30 62 237 18:30 187 69 06:45 49 156 291 815 971 18:45 122 766 55 299 1065 07:00 61 253 19:00 126 60 07:15 59 308 19:15 116 56 07:30 79 337 19:30 107 63 07:45 73 272 325 1223 1495 19:45 119 468 63 242 710 08:00 89 270 20:00 97 55 08:15 74 267 20:15 92 53 08:30 74 223 20:30 115 46 08:45 87 324 234 994 1318 20:45 88 392 40 194 586 09:00 72 188 21:00 82 42 09:15 86 155 21:15 63 33 09:30 70 111 21:30 70 38 09:45 91 319 143 597 916 21:45 46 261 35 148 409 10:00 82 125 22:00 55 23 10:15 95 120 22:15 60 30 10:30 99 129 22:30 57 21 10:45 84 360 144 518 878 22:45 41 213 22 96 309 11:00 87 98 23:00 61 10 11:15 105 110 23:15 33 10 11:30 88 159 23:30 34 3 11:45 126 406 141 508 914 23:45 25 153 5 28 181 Total Vol.2024 5263 7287 7155 4037 11192 GPS Coordinates:NB SB EB WB Combined 9179 9300 18479 Split %27.8%72.2%39.4%63.9%36.1%60.6% Peak Hour 11:45 07:15 07:15 16:45 12:30 16:45 Volume 507 1240 1540 1292 598 1738 P.H.F.0.90 0.92 0.93 0.89 0.92 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Cannon Rd. btwn. Hilltop St. & College Blvd. PM Project#Wednesday, July 17, 2013 AM Daily Totals 13-1194-024 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 27 7 12:00 120 117 00:15 19 7 12:15 134 139 00:30 14 9 12:30 131 142 00:45 11 71 9 32 103 12:45 121 506 142 540 1046 01:00 3 3 13:00 128 150 01:15 6 1 13:15 123 164 01:30 6 4 13:30 150 150 01:45 8 23 3 11 34 13:45 135 536 135 599 1135 02:00 3 1 14:00 133 121 02:15 6 5 14:15 133 131 02:30 4 4 14:30 184 119 02:45 7 20 5 15 35 14:45 170 620 111 482 1102 03:00 3 3 15:00 187 125 03:15 1 4 15:15 190 137 03:30 4 10 15:30 246 133 03:45 2 10 15 32 42 15:45 214 837 115 510 1347 04:00 6 8 16:00 273 103 04:15 2 16 16:15 273 116 04:30 5 57 16:30 276 116 04:45 10 23 72 153 176 16:45 304 1126 114 449 1575 05:00 12 50 17:00 357 130 05:15 8 56 17:15 346 105 05:30 15 112 17:30 342 103 05:45 17 52 157 375 427 17:45 248 1293 88 426 1719 06:00 29 109 18:00 261 98 06:15 26 155 18:15 206 74 06:30 31 249 18:30 190 91 06:45 43 129 303 816 945 18:45 172 829 88 351 1180 07:00 50 263 19:00 131 59 07:15 64 280 19:15 128 66 07:30 58 323 19:30 110 75 07:45 74 246 354 1220 1466 19:45 111 480 52 252 732 08:00 94 252 20:00 120 54 08:15 70 226 20:15 114 52 08:30 80 250 20:30 113 53 08:45 83 327 224 952 1279 20:45 76 423 50 209 632 09:00 75 160 21:00 84 34 09:15 95 164 21:15 78 49 09:30 76 142 21:30 65 38 09:45 79 325 143 609 934 21:45 58 285 35 156 441 10:00 62 147 22:00 57 28 10:15 93 112 22:15 66 22 10:30 87 134 22:30 62 26 10:45 84 326 124 517 843 22:45 47 232 21 97 329 11:00 102 122 23:00 56 15 11:15 90 112 23:15 56 14 11:30 101 141 23:30 29 7 11:45 116 409 138 513 922 23:45 15 156 7 43 199 Total Vol.1961 5245 7206 7323 4114 11437 GPS Coordinates:NB SB EB WB Combined 9284 9359 18643 Split %27.2%72.8%38.7%64.0%36.0%61.3% Peak Hour 11:45 07:00 07:15 16:45 12:45 16:45 Volume 501 1220 1499 1349 606 1801P.H.F.0.93 0.86 0.88 0.94 0.92 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Cannon Rd. btwn. Hilltop St. & College Blvd. Thursday, July 18, 2013 13-1194-024 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 24 6 12:00 0 0 124 118 00:15 0 0 16 5 12:15 0 0 138 139 00:30 0 0 14 7 12:30 0 0 122 145 00:45 0 0 0 0 14 67 9 25 92 12:45 0 0 0 0 127 510 135 536 1046 01:00 0 0 3 4 13:00 0 0 130 156 01:15 0 0 6 3 13:15 0 0 119 163 01:30 0 0 5 2 13:30 0 0 149 140 01:45 0 0 0 0 5 19 4 12 30 13:45 0 0 0 0 131 529 134 593 1121 02:00 0 0 4 2 14:00 0 0 142 116 02:15 0 0 5 4 14:15 0 0 136 127 02:30 0 0 6 7 14:30 0 0 180 120 02:45 0 0 0 0 7 21 5 17 37 14:45 0 0 0 0 179 636 117 479 1114 03:00 0 0 4 2 15:00 0 0 196 137 03:15 0 0 2 6 15:15 0 0 189 130 03:30 0 0 4 10 15:30 0 0 241 133 03:45 0 0 0 0 3 12 16 33 45 15:45 0 0 0 0 230 856 118 517 1373 04:00 0 0 8 11 16:00 0 0 275 115 04:15 0 0 4 15 16:15 0 0 272 123 04:30 0 0 7 55 16:30 0 0 279 111 04:45 0 0 0 0 9 27 71 151 178 16:45 0 0 0 0 306 1131 128 477 1607 05:00 0 0 11 50 17:00 0 0 342 116 05:15 0 0 7 63 17:15 0 0 355 103 05:30 0 0 13 109 17:30 0 0 319 103 05:45 0 0 0 0 19 50 156 376 426 17:45 0 0 0 0 236 1251 96 418 1668 06:00 0 0 28 114 18:00 0 0 258 94 06:15 0 0 23 162 18:15 0 0 205 80 06:30 0 0 47 243 18:30 0 0 189 80 06:45 0 0 0 0 46 143 297 816 958 18:45 0 0 0 0 147 798 72 325 1123 07:00 0 0 56 258 19:00 0 0 129 60 07:15 0 0 62 294 19:15 0 0 122 61 07:30 0 0 69 330 19:30 0 0 109 69 07:45 0 0 0 0 74 259 340 1222 1481 19:45 0 0 0 0 115 474 58 247 721 08:00 0 0 92 261 20:00 0 0 109 55 08:15 0 0 72 247 20:15 0 0 103 53 08:30 0 0 77 237 20:30 0 0 114 50 08:45 0 0 0 0 85 326 229 973 1299 20:45 0 0 0 0 82 408 45 202 609 09:00 0 0 74 174 21:00 0 0 83 38 09:15 0 0 91 160 21:15 0 0 71 41 09:30 0 0 73 127 21:30 0 0 68 38 09:45 0 0 0 0 85 322 143 603 925 21:45 0 0 0 0 52 273 35 152 425 10:00 0 0 72 136 22:00 0 0 56 26 10:15 0 0 94 116 22:15 0 0 63 26 10:30 0 0 93 132 22:30 0 0 60 24 10:45 0 0 0 0 84 343 134 518 861 22:45 0 0 0 0 44 223 22 97 319 11:00 0 0 95 110 23:00 0 0 59 13 11:15 0 0 98 111 23:15 0 0 45 12 11:30 0 0 95 150 23:30 0 0 32 5 11:45 0 0 0 0 121 408 140 511 918 23:45 0 0 0 0 20 155 6 36 190 Total Vol.1993 5254 7247 7239 4076 11315 GPS Coordinates:NB SB Combined 9232 9330 18561 Split %27.5% 72.5%39.0%64.0%36.0%61.0% Peak Hour 11:45 07:15 07:15 16:45 12:30 16:45 Volume 504 1225 1520 1321 598 1770 P.H.F.0.92 0.90 0.92 0.93 0.92 0.97 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-024Project# Cannon Rd. btwn. Hilltop St. & College Blvd. Wednesday, July 17, 2013 Thursday, July 18, 2013 Cannon RoadBetween Hilltop Street and College BoulevardWednesday, July 17, 2013End Time 17-Jul1:00 AM 802:00 AM 263:00 AM 394:00 AM 475:00 AM 1796:00 AM 4247:00 AM 9718:00 AM 1,4959:00 AM 1,31810:00 AM 91611:00 AM 87812:00 PM 9141:00 PM 1,0452:00 PM 1,1073:00 PM 1,1264:00 PM 1,3985:00 PM 1,6396:00 PM 1,6177:00 PM 1,0658:00 PM 7109:00 PM 58610:00 PM 40911:00 PM 30912:00 AM 181Total 1847902004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot Cannon Road Between Hilltop Street and College Boulevard Thursday, July 18, 2013 End Time 18-Jul 1:00 AM 103 2:00 AM 34 3:00 AM 35 4:00 AM 42 5:00 AM 176 6:00 AM 427 7:00 AM 945 8:00 AM 1,466 9:00 AM 1,279 10:00 AM 934 11:00 AM 843 12:00 PM 922 1:00 PM 1,046 2:00 PM 1,135 3:00 PM 1,102 4:00 PM 1,347 5:00 PM 1,575 6:00 PM 1,719 7:00 PM 1,180 8:00 PM 732 9:00 PM 632 10:00 PM 441 11:00 PM 329 12:00 AM 199 Total 18643 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 25 Location: College Boulevard Between North City Limits and Tamarack Avenue (N.) Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 31 18 12:00 184 190 00:15 13 14 12:15 201 209 00:30 14 10 12:30 157 211 00:45 23 81 15 57 138 12:45 182 724 209 819 1543 01:00 7 9 13:00 171 224 01:15 4 7 13:15 174 218 01:30 3 3 13:30 182 222 01:45 5 19 7 26 45 13:45 218 745 209 873 1618 02:00 4 5 14:00 174 180 02:15 5 6 14:15 209 193 02:30 8 8 14:30 205 176 02:45 10 27 9 28 55 14:45 268 856 189 738 1594 03:00 4 3 15:00 225 198 03:15 4 10 15:15 229 196 03:30 2 7 15:30 278 199 03:45 7 17 16 36 53 15:45 314 1046 204 797 1843 04:00 8 16 16:00 273 202 04:15 12 14 16:15 325 226 04:30 12 56 16:30 303 218 04:45 16 48 51 137 185 16:45 347 1248 209 855 2103 05:00 19 47 17:00 344 194 05:15 23 50 17:15 373 216 05:30 39 106 17:30 327 213 05:45 38 119 127 330 449 17:45 279 1323 172 795 2118 06:00 68 116 18:00 243 200 06:15 62 157 18:15 265 183 06:30 91 226 18:30 220 172 06:45 121 342 262 761 1103 18:45 182 910 141 696 1606 07:00 117 251 19:00 150 143 07:15 137 333 19:15 138 144 07:30 169 312 19:30 150 123 07:45 158 581 322 1218 1799 19:45 145 583 141 551 1134 08:00 173 253 20:00 128 130 08:15 170 280 20:15 126 125 08:30 171 233 20:30 129 105 08:45 169 683 218 984 1667 20:45 108 491 81 441 932 09:00 132 203 21:00 82 125 09:15 155 165 21:15 82 90 09:30 152 166 21:30 66 89 09:45 151 590 175 709 1299 21:45 61 291 78 382 673 10:00 143 194 22:00 52 67 10:15 162 187 22:15 64 52 10:30 155 159 22:30 69 51 10:45 161 621 196 736 1357 22:45 55 240 47 217 457 11:00 148 158 23:00 54 26 11:15 155 153 23:15 36 25 11:30 168 210 23:30 39 15 11:45 194 665 210 731 1396 23:45 24 153 17 83 236 Total Vol.3793 5753 9546 8610 7247 15857 GPS Coordinates:NB SB EB WB Combined 12403 13000 25403 Split %39.7%60.3%37.6%54.3%45.7%62.4% Peak Hour 11:30 07:15 07:15 16:45 12:45 16:45 Volume 747 1220 1857 1391 873 2223 P.H.F.0.93 0.92 0.97 0.93 0.97 0.94 Project#Wednesday, July 17, 2013 AM Daily Totals 13-1194-025 DAY 1 PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 College Blvd. btwn. North City Limits & Tamarack Ave. (N) Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 32 18 12:00 171 170 00:15 18 15 12:15 180 235 00:30 7 17 12:30 187 199 00:45 15 72 14 64 136 12:45 183 721 190 794 1515 01:00 9 9 13:00 179 231 01:15 8 6 13:15 164 211 01:30 9 6 13:30 209 208 01:45 7 33 9 30 63 13:45 204 756 173 823 1579 02:00 9 6 14:00 169 184 02:15 8 9 14:15 209 199 02:30 5 7 14:30 219 196 02:45 7 29 10 32 61 14:45 224 821 192 771 1592 03:00 2 5 15:00 238 217 03:15 4 4 15:15 259 211 03:30 7 11 15:30 267 212 03:45 7 20 20 40 60 15:45 282 1046 207 847 1893 04:00 7 5 16:00 287 230 04:15 9 22 16:15 345 206 04:30 8 52 16:30 285 195 04:45 16 40 56 135 175 16:45 342 1259 230 861 2120 05:00 18 44 17:00 341 226 05:15 17 51 17:15 415 204 05:30 35 100 17:30 392 213 05:45 40 110 140 335 445 17:45 361 1509 170 813 2322 06:00 58 105 18:00 349 175 06:15 74 154 18:15 338 172 06:30 90 229 18:30 266 196 06:45 117 339 294 782 1121 18:45 247 1200 162 705 1905 07:00 124 252 19:00 204 135 07:15 142 293 19:15 155 153 07:30 154 328 19:30 145 152 07:45 156 576 301 1174 1750 19:45 134 638 130 570 1208 08:00 159 242 20:00 141 129 08:15 140 235 20:15 120 136 08:30 157 242 20:30 137 129 08:45 184 640 224 943 1583 20:45 98 496 109 503 999 09:00 157 193 21:00 97 113 09:15 145 193 21:15 88 114 09:30 129 157 21:30 82 99 09:45 141 572 170 713 1285 21:45 69 336 75 401 737 10:00 117 212 22:00 73 64 10:15 152 186 22:15 75 64 10:30 169 176 22:30 77 64 10:45 142 580 189 763 1343 22:45 57 282 42 234 516 11:00 154 173 23:00 50 41 11:15 191 192 23:15 58 23 11:30 170 206 23:30 40 23 11:45 164 679 203 774 1453 23:45 19 167 19 106 273 Total Vol.3690 5785 9475 9231 7428 16659 GPS Coordinates:NB SB EB WB Combined 12921 13213 26134 Split %38.9%61.1%36.3%55.4%44.6%63.7% Peak Hour 11:45 07:00 07:15 17:15 16:45 16:45 Volume 702 1174 1775 1517 873 2363P.H.F.0.94 0.89 0.92 0.91 0.95 0.95 0 AM PM Project# College Blvd. btwn. North City Limits & Tamarack Ave. (N) Thursday, July 18, 2013 13-1194-025 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 32 18 0 0 12:00 178 180 0 0 00:15 16 15 0 0 12:15 191 222 0 0 00:30 11 14 0 0 12:30 172 205 0 0 00:45 19 77 15 61 0 0 0 0 137 12:45 183 723 200 807 0 0 0 0 1529 01:00 8 9 0 0 13:00 175 228 0 0 01:15 6 7 0 0 13:15 169 215 0 0 01:30 6 5 0 0 13:30 196 215 0 0 01:45 6 26 8 28 0 0 0 0 54 13:45 211 751 191 848 0 0 0 0 1599 02:00 7 6 0 0 14:00 172 182 0 0 02:15 7 8 0 0 14:15 209 196 0 0 02:30 7 8 0 0 14:30 212 186 0 0 02:45 9 28 10 30 0 0 0 0 58 14:45 246 839 191 755 0 0 0 0 1593 03:00 3 4 0 0 15:00 232 208 0 0 03:15 4 7 0 0 15:15 244 204 0 0 03:30 5 9 0 0 15:30 273 206 0 0 03:45 7 19 18 38 0 0 0 0 57 15:45 298 1046 206 822 0 0 0 0 1868 04:00 8 11 0 0 16:00 280 216 0 0 04:15 11 18 0 0 16:15 335 216 0 0 04:30 10 54 0 0 16:30 294 207 0 0 04:45 16 44 54 136 0 0 0 0 180 16:45 345 1254 220 858 0 0 0 0 2112 05:00 19 46 0 0 17:00 343 210 0 0 05:15 20 51 0 0 17:15 394 210 0 0 05:30 37 103 0 0 17:30 360 213 0 0 05:45 39 115 134 333 0 0 0 0 447 17:45 320 1416 171 804 0 0 0 0 2220 06:00 63 111 0 0 18:00 296 188 0 0 06:15 68 156 0 0 18:15 302 178 0 0 06:30 91 228 0 0 18:30 243 184 0 0 06:45 119 341 278 772 0 0 0 0 1112 18:45 215 1055 152 701 0 0 0 0 1756 07:00 121 252 0 0 19:00 177 139 0 0 07:15 140 313 0 0 19:15 147 149 0 0 07:30 162 320 0 0 19:30 148 138 0 0 07:45 157 579 312 1196 0 0 0 0 1775 19:45 140 611 136 561 0 0 0 0 1171 08:00 166 248 0 0 20:00 135 130 0 0 08:15 155 258 0 0 20:15 123 131 0 0 08:30 164 238 0 0 20:30 133 117 0 0 08:45 177 662 221 964 0 0 0 0 1625 20:45 103 494 95 472 0 0 0 0 966 09:00 145 198 0 0 21:00 90 119 0 0 09:15 150 179 0 0 21:15 85 102 0 0 09:30 141 162 0 0 21:30 74 94 0 0 09:45 146 581 173 711 0 0 0 0 1292 21:45 65 314 77 392 0 0 0 0 705 10:00 130 203 0 0 22:00 63 66 0 0 10:15 157 187 0 0 22:15 70 58 0 0 10:30 162 168 0 0 22:30 73 58 0 0 10:45 152 601 193 750 0 0 0 0 1350 22:45 56 261 45 226 0 0 0 0 487 11:00 151 166 0 0 23:00 52 34 0 0 11:15 173 173 0 0 23:15 47 24 0 0 11:30 169 208 0 0 23:30 40 19 0 0 11:45 179 672 207 753 0 0 0 0 1425 23:45 22 160 18 95 0 0 0 0 255 Total Vol.3742 5769 9511 8921 7338 16258 GPS Coordinates:NB SB Combined 12662 13107 25769 Split %39.3%60.7%36.9%54.9%45.1%63.1% Peak Hour 11:45 07:00 07:15 16:45 16:00 16:45 Volume 719 1196 1816 1441 858 2293 P.H.F.0.94 0.93 0.94 0.91 0.98 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-025Project# College Blvd. btwn. North City Limits & Tamarack Ave. (N) Wednesday, July 17, 2013 Thursday, July 18, 2013 AM PM Daily Totals 2-DAY AVERAGE 0 College Boulevard Between North City Limits and Tamarack Avenue (N) Wednesday, July 17, 2013 End Time 17-Jul 1:00 AM 138 2:00 AM 45 3:00 AM 55 4:00 AM 53 5:00 AM 185 6:00 AM 449 7:00 AM 1,103 8:00 AM 1,799 9:00 AM 1,667 10:00 AM 1,299 11:00 AM 1,357 12:00 PM 1,396 1:00 PM 1,543 2:00 PM 1,618 3:00 PM 1,594 4:00 PM 1,843 5:00 PM 2,103 6:00 PM 2,118 7:00 PM 1,606 8:00 PM 1,134 9:00 PM 932 10:00 PM 673 11:00 PM 457 12:00 AM 236 Total 25403 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot College Boulevard Between North City Limits and Tamarack Avenue (N) Thursday, July 18, 2013 End Time 18-Jul 1:00 AM 136 2:00 AM 63 3:00 AM 61 4:00 AM 60 5:00 AM 175 6:00 AM 445 7:00 AM 1,121 8:00 AM 1,750 9:00 AM 1,583 10:00 AM 1,285 11:00 AM 1,343 12:00 PM 1,453 1:00 PM 1,515 2:00 PM 1,579 3:00 PM 1,592 4:00 PM 1,893 5:00 PM 2,120 6:00 PM 2,322 7:00 PM 1,905 8:00 PM 1,208 9:00 PM 999 10:00 PM 737 11:00 PM 516 12:00 AM 273 Total 26134 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 26 Location: College Boulevard Between Aston Avenue and Palomar Airport Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 14 12:00 116 182 00:15 2 11 12:15 126 178 00:30 2 9 12:30 112 141 00:45 1 11 4 38 49 12:45 142 496 103 604 1100 01:00 0 7 13:00 148 133 01:15 4 4 13:15 122 97 01:30 2 4 13:30 116 128 01:45 1 7 2 17 24 13:45 132 518 106 464 982 02:00 0 1 14:00 111 116 02:15 0 0 14:15 83 102 02:30 4 5 14:30 86 129 02:45 4 8 2 8 16 14:45 90 370 101 448 818 03:00 1 2 15:00 68 154 03:15 2 4 15:15 68 124 03:30 2 1 15:30 68 144 03:45 5 10 4 11 21 15:45 77 281 156 578 859 04:00 2 3 16:00 104 186 04:15 11 3 16:15 101 167 04:30 9 5 16:30 82 189 04:45 23 45 8 19 64 16:45 86 373 182 724 1097 05:00 8 8 17:00 109 308 05:15 14 15 17:15 103 237 05:30 30 22 17:30 82 229 05:45 78 130 35 80 210 17:45 71 365 211 985 1350 06:00 74 26 18:00 64 182 06:15 74 34 18:15 57 152 06:30 77 57 18:30 54 119 06:45 139 364 58 175 539 18:45 43 218 82 535 753 07:00 98 64 19:00 33 94 07:15 197 62 19:15 41 73 07:30 197 62 19:30 27 63 07:45 261 753 82 270 1023 19:45 43 144 53 283 427 08:00 267 97 20:00 26 53 08:15 206 83 20:15 36 42 08:30 231 94 20:30 53 35 08:45 225 929 107 381 1310 20:45 30 145 32 162 307 09:00 186 82 21:00 26 27 09:15 159 56 21:15 37 29 09:30 138 61 21:30 26 24 09:45 123 606 68 267 873 21:45 20 109 16 96 205 10:00 81 86 22:00 22 25 10:15 102 75 22:15 14 15 10:30 87 78 22:30 15 23 10:45 103 373 90 329 702 22:45 16 67 13 76 143 11:00 79 126 23:00 17 13 11:15 98 112 23:15 10 7 11:30 88 151 23:30 10 18 11:45 104 369 158 547 916 23:45 2 39 10 48 87 Total Vol.3605 2142 5747 3125 5003 8128 GPS Coordinates:NB SB EB WB Combined 6730 7145 13875 Split %62.7%37.3%41.4%38.4%61.6%58.6% Peak Hour 07:45 11:30 07:45 12:15 17:00 17:00 Volume 965 669 1321 528 985 1350 P.H.F.0.90 0.92 0.91 0.89 0.80 0.81 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 College Blvd. btwn. Aston Ave. & Palomar Airport Rd. PM Project#Tuesday, July 23, 2013 AM Daily Totals 13-1194-026 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 10 12:00 111 173 00:15 5 9 12:15 108 145 00:30 3 9 12:30 165 157 00:45 2 16 2 30 46 12:45 147 531 126 601 1132 01:00 3 5 13:00 193 110 01:15 0 5 13:15 119 125 01:30 2 4 13:30 104 103 01:45 2 7 4 18 25 13:45 99 515 107 445 960 02:00 4 2 14:00 110 94 02:15 1 0 14:15 79 93 02:30 1 5 14:30 86 121 02:45 4 10 1 8 18 14:45 96 371 104 412 783 03:00 0 3 15:00 69 147 03:15 4 2 15:15 66 122 03:30 3 1 15:30 82 161 03:45 5 12 4 10 22 15:45 92 309 136 566 875 04:00 3 5 16:00 89 192 04:15 11 5 16:15 64 139 04:30 11 5 16:30 83 210 04:45 28 53 11 26 79 16:45 93 329 194 735 1064 05:00 7 11 17:00 93 296 05:15 19 13 17:15 81 225 05:30 27 23 17:30 87 225 05:45 63 116 26 73 189 17:45 73 334 193 939 1273 06:00 65 26 18:00 66 172 06:15 72 32 18:15 49 158 06:30 65 59 18:30 47 94 06:45 132 334 55 172 506 18:45 37 199 91 515 714 07:00 111 41 19:00 49 100 07:15 177 60 19:15 36 78 07:30 212 69 19:30 33 60 07:45 268 768 99 269 1037 19:45 41 159 69 307 466 08:00 270 89 20:00 24 46 08:15 234 79 20:15 28 34 08:30 241 86 20:30 37 44 08:45 197 942 90 344 1286 20:45 35 124 26 150 274 09:00 207 78 21:00 29 18 09:15 140 97 21:15 35 26 09:30 123 63 21:30 33 27 09:45 111 581 71 309 890 21:45 19 116 15 86 202 10:00 99 73 22:00 16 24 10:15 102 79 22:15 20 8 10:30 92 91 22:30 14 18 10:45 104 397 76 319 716 22:45 12 62 9 59 121 11:00 70 107 23:00 12 13 11:15 88 103 23:15 8 5 11:30 82 148 23:30 7 8 11:45 112 352 155 513 865 23:45 7 34 9 35 69 Total Vol.3588 2091 5679 3083 4850 7933 GPS Coordinates:NB SB EB WB Combined 6671 6941 13612 Split %63.2%36.8%41.7%38.9%61.1%58.3% Peak Hour 07:45 11:45 07:45 12:30 16:45 16:45 Volume 1013 630 1366 624 940 1294P.H.F.0.94 0.91 0.93 0.81 0.79 0.83 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# College Blvd. btwn. Aston Ave. & Palomar Airport Rd. Wednesday, July 24, 2013 13-1194-026 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 12 0 0 12:00 114 178 0 0 00:15 4 10 0 0 12:15 117 162 0 0 00:30 3 9 0 0 12:30 139 149 0 0 00:45 2 14 3 34 0 0 0 0 48 12:45 145 514 115 603 0 0 0 0 1116 01:00 2 6 0 0 13:00 171 122 0 0 01:15 2 5 0 0 13:15 121 111 0 0 01:30 2 4 0 0 13:30 110 116 0 0 01:45 2 7 3 18 0 0 0 0 25 13:45 116 517 107 455 0 0 0 0 971 02:00 2 2 0 0 14:00 111 105 0 0 02:15 1 0 0 0 14:15 81 98 0 0 02:30 3 5 0 0 14:30 86 125 0 0 02:45 4 9 2 8 0 0 0 0 17 14:45 93 371 103 430 0 0 0 0 801 03:00 1 3 0 0 15:00 69 151 0 0 03:15 3 3 0 0 15:15 67 123 0 0 03:30 3 1 0 0 15:30 75 153 0 0 03:45 5 11 4 11 0 0 0 0 22 15:45 85 295 146 572 0 0 0 0 867 04:00 3 4 0 0 16:00 97 189 0 0 04:15 11 4 0 0 16:15 83 153 0 0 04:30 10 5 0 0 16:30 83 200 0 0 04:45 26 49 10 23 0 0 0 0 72 16:45 90 351 188 730 0 0 0 0 1081 05:00 8 10 0 0 17:00 101 302 0 0 05:15 17 14 0 0 17:15 92 231 0 0 05:30 29 23 0 0 17:30 85 227 0 0 05:45 71 123 31 77 0 0 0 0 200 17:45 72 350 202 962 0 0 0 0 1312 06:00 70 26 0 0 18:00 65 177 0 0 06:15 73 33 0 0 18:15 53 155 0 0 06:30 71 58 0 0 18:30 51 107 0 0 06:45 136 349 57 174 0 0 0 0 523 18:45 40 209 87 525 0 0 0 0 734 07:00 105 53 0 0 19:00 41 97 0 0 07:15 187 61 0 0 19:15 39 76 0 0 07:30 205 66 0 0 19:30 30 62 0 0 07:45 265 761 91 270 0 0 0 0 1030 19:45 42 152 61 295 0 0 0 0 447 08:00 269 93 0 0 20:00 25 50 0 0 08:15 220 81 0 0 20:15 32 38 0 0 08:30 236 90 0 0 20:30 45 40 0 0 08:45 211 936 99 363 0 0 0 0 1298 20:45 33 135 29 156 0 0 0 0 291 09:00 197 80 0 0 21:00 28 23 0 0 09:15 150 77 0 0 21:15 36 28 0 0 09:30 131 62 0 0 21:30 30 26 0 0 09:45 117 594 70 288 0 0 0 0 882 21:45 20 113 16 91 0 0 0 0 204 10:00 90 80 0 0 22:00 19 25 0 0 10:15 102 77 0 0 22:15 17 12 0 0 10:30 90 85 0 0 22:30 15 21 0 0 10:45 104 385 83 324 0 0 0 0 709 22:45 14 65 11 68 0 0 0 0 132 11:00 75 117 0 0 23:00 15 13 0 0 11:15 93 108 0 0 23:15 9 6 0 0 11:30 85 150 0 0 23:30 9 13 0 0 11:45 108 361 157 530 0 0 0 0 891 23:45 5 37 10 42 0 0 0 0 78 Total Vol.3597 2117 5713 3104 4927 8031 GPS Coordinates:NB SB Combined 6701 7043 13744 Split %63.0%37.0%41.6%38.7%61.3%58.4% Peak Hour 07:45 11:30 07:45 12:30 17:00 16:45 Volume 989 645 1344 574 962 1315 P.H.F.0.92 0.91 0.93 0.84 0.80 0.82 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-026Project# College Blvd. btwn. Aston Ave. & Palomar Airport Rd. Tuesday, July 23, 2013 Wednesday, July 24, 2013 College BoulevardBetween Aston Avenue and Palomar Airport RoadTuesday, July 23, 2013End Time 23-Jul1:00 AM 492:00 AM 243:00 AM 164:00 AM 215:00 AM 646:00 AM 2107:00 AM 5398:00 AM 1,0239:00 AM 1,31010:00 AM 87311:00 AM 70212:00 PM 9161:00 PM 1,1002:00 PM 9823:00 PM 8184:00 PM 8595:00 PM 1,0976:00 PM 1,3507:00 PM 7538:00 PM 4279:00 PM 30710:00 PM 20511:00 PM 14312:00 AM 87Total 1387502004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot College BoulevardBetween Aston Avenue and Palomar Airport RoadWednesday, July 24, 2013End Time 24-Jul1:00 AM 462:00 AM 253:00 AM 184:00 AM 225:00 AM 796:00 AM 1897:00 AM 5068:00 AM 1,0379:00 AM 1,28610:00 AM 89011:00 AM 71612:00 PM 8651:00 PM 1,1322:00 PM 9603:00 PM 7834:00 PM 8755:00 PM 1,0646:00 PM 1,2737:00 PM 7148:00 PM 4669:00 PM 27410:00 PM 20211:00 PM 12112:00 AM 69Total 1361202004006008001,0001,2001,400Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK COUNT SUMMARY Number: 27 Location: Alga Road Between Corintia Street and El Fuerte Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 7 12:00 71 72 00:15 8 5 12:15 89 69 00:30 7 4 12:30 80 67 00:45 3 24 5 21 45 12:45 78 318 74 282 600 01:00 8 2 13:00 85 75 01:15 2 8 13:15 86 77 01:30 6 4 13:30 75 92 01:45 4 20 1 15 35 13:45 100 346 75 319 665 02:00 1 1 14:00 80 62 02:15 3 0 14:15 81 73 02:30 0 3 14:30 78 70 02:45 1 5 2 6 11 14:45 107 346 69 274 620 03:00 0 3 15:00 76 81 03:15 1 2 15:15 97 83 03:30 0 2 15:30 105 84 03:45 0 1 0 7 8 15:45 90 368 88 336 704 04:00 0 3 16:00 104 77 04:15 2 2 16:15 115 90 04:30 0 12 16:30 115 87 04:45 3 5 9 26 31 16:45 142 476 77 331 807 05:00 4 17 17:00 128 77 05:15 7 30 17:15 180 106 05:30 8 24 17:30 149 98 05:45 12 31 36 107 138 17:45 131 588 98 379 967 06:00 9 36 18:00 114 79 06:15 24 49 18:15 109 65 06:30 33 63 18:30 97 68 06:45 34 100 91 239 339 18:45 87 407 55 267 674 07:00 35 89 19:00 94 46 07:15 43 105 19:15 70 44 07:30 62 112 19:30 70 28 07:45 65 205 105 411 616 19:45 60 294 41 159 453 08:00 60 124 20:00 61 38 08:15 70 79 20:15 77 41 08:30 56 113 20:30 58 43 08:45 65 251 107 423 674 20:45 52 248 39 161 409 09:00 60 90 21:00 57 33 09:15 43 107 21:15 48 35 09:30 58 98 21:30 48 24 09:45 61 222 95 390 612 21:45 34 187 24 116 303 10:00 64 77 22:00 30 26 10:15 63 69 22:15 53 18 10:30 59 75 22:30 36 19 10:45 68 254 64 285 539 22:45 26 145 14 77 222 11:00 54 86 23:00 19 10 11:15 61 91 23:15 28 8 11:30 65 84 23:30 18 5 11:45 65 245 82 343 588 23:45 13 78 9 32 110 Total Vol.1363 2273 3636 3801 2733 6534 GPS Coordinates:NB SB EB WB Combined 5164 5006 10170 Split %37.5%62.5%35.8%58.2%41.8%64.2% Peak Hour 11:45 07:15 07:30 16:45 17:15 17:00 Volume 305 446 677 599 381 967 P.H.F.0.86 0.90 0.92 0.83 0.90 0.85 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Alga Rd. btwn. Corinthia St. & El Fuerte St. PM Project#Tuesday, July 30, 2013 AM Daily Totals 13-1194-027 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 9 12:00 80 81 00:15 9 4 12:15 74 73 00:30 8 1 12:30 84 62 00:45 5 32 2 16 48 12:45 94 332 63 279 611 01:00 8 2 13:00 79 95 01:15 3 2 13:15 70 88 01:30 2 0 13:30 97 68 01:45 2 15 5 9 24 13:45 78 324 92 343 667 02:00 2 1 14:00 72 67 02:15 4 2 14:15 79 86 02:30 1 1 14:30 90 82 02:45 0 7 3 7 14 14:45 101 342 75 310 652 03:00 2 3 15:00 81 88 03:15 0 2 15:15 110 88 03:30 1 0 15:30 101 75 03:45 1 4 3 8 12 15:45 106 398 77 328 726 04:00 0 4 16:00 93 85 04:15 2 2 16:15 105 80 04:30 2 11 16:30 146 90 04:45 2 6 16 33 39 16:45 131 475 100 355 830 05:00 5 18 17:00 119 96 05:15 10 26 17:15 163 88 05:30 9 21 17:30 131 76 05:45 16 40 33 98 138 17:45 133 546 77 337 883 06:00 11 36 18:00 135 95 06:15 15 52 18:15 131 83 06:30 29 60 18:30 89 79 06:45 35 90 90 238 328 18:45 99 454 64 321 775 07:00 33 68 19:00 98 44 07:15 48 104 19:15 81 47 07:30 63 119 19:30 84 43 07:45 61 205 133 424 629 19:45 76 339 40 174 513 08:00 63 103 20:00 74 56 08:15 72 106 20:15 81 39 08:30 55 100 20:30 60 49 08:45 57 247 114 423 670 20:45 64 279 44 188 467 09:00 57 91 21:00 51 33 09:15 60 88 21:15 59 30 09:30 52 77 21:30 60 22 09:45 66 235 90 346 581 21:45 32 202 23 108 310 10:00 64 73 22:00 56 25 10:15 67 84 22:15 50 26 10:30 68 84 22:30 26 20 10:45 75 274 79 320 594 22:45 32 164 17 88 252 11:00 64 86 23:00 31 14 11:15 57 61 23:15 22 9 11:30 71 73 23:30 23 6 11:45 59 251 76 296 547 23:45 7 83 5 34 117 Total Vol.1406 2218 3624 3938 2865 6803 GPS Coordinates:NB SB EB WB Combined 5344 5083 10427 Split %38.8%61.2%34.8%57.9%42.1%65.2% Peak Hour 11:45 07:30 07:30 17:15 16:30 16:30 Volume 297 461 720 562 374 933P.H.F.0.88 0.87 0.93 0.86 0.94 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Alga Rd. btwn. Corinthia St. & El Fuerte St. Wednesday, July 31, 2013 13-1194-027 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 8 8 12:00 0 0 76 77 00:15 0 0 9 5 12:15 0 0 82 71 00:30 0 0 8 3 12:30 0 0 82 65 00:45 0 0 0 0 4 28 4 19 47 12:45 0 0 0 0 86 325 69 281 606 01:00 0 0 8 2 13:00 0 0 82 85 01:15 0 0 3 5 13:15 0 0 78 83 01:30 0 0 4 2 13:30 0 0 86 80 01:45 0 0 0 0 3 18 3 12 30 13:45 0 0 0 0 89 335 84 331 666 02:00 0 0 2 1 14:00 0 0 76 65 02:15 0 0 4 1 14:15 0 0 80 80 02:30 0 0 1 2 14:30 0 0 84 76 02:45 0 0 0 0 1 6 3 7 13 14:45 0 0 0 0 104 344 72 292 636 03:00 0 0 1 3 15:00 0 0 79 85 03:15 0 0 1 2 15:15 0 0 104 86 03:30 0 0 1 1 15:30 0 0 103 80 03:45 0 0 0 0 1 3 2 8 10 15:45 0 0 0 0 98 383 83 332 715 04:00 0 0 0 4 16:00 0 0 99 81 04:15 0 0 2 2 16:15 0 0 110 85 04:30 0 0 1 12 16:30 0 0 131 89 04:45 0 0 0 0 3 6 13 30 35 16:45 0 0 0 0 137 476 89 343 819 05:00 0 0 5 18 17:00 0 0 124 87 05:15 0 0 9 28 17:15 0 0 172 97 05:30 0 0 9 23 17:30 0 0 140 87 05:45 0 0 0 0 14 36 35 103 138 17:45 0 0 0 0 132 567 88 358 925 06:00 0 0 10 36 18:00 0 0 125 87 06:15 0 0 20 51 18:15 0 0 120 74 06:30 0 0 31 62 18:30 0 0 93 74 06:45 0 0 0 0 35 95 91 239 334 18:45 0 0 0 0 93 431 60 294 725 07:00 0 0 34 79 19:00 0 0 96 45 07:15 0 0 46 105 19:15 0 0 76 46 07:30 0 0 63 116 19:30 0 0 77 36 07:45 0 0 0 0 63 205 119 418 623 19:45 0 0 0 0 68 317 41 167 483 08:00 0 0 62 114 20:00 0 0 68 47 08:15 0 0 71 93 20:15 0 0 79 40 08:30 0 0 56 107 20:30 0 0 59 46 08:45 0 0 0 0 61 249 111 423 672 20:45 0 0 0 0 58 264 42 175 438 09:00 0 0 59 91 21:00 0 0 54 33 09:15 0 0 52 98 21:15 0 0 54 33 09:30 0 0 55 88 21:30 0 0 54 23 09:45 0 0 0 0 64 229 93 368 597 21:45 0 0 0 0 33 195 24 112 307 10:00 0 0 64 75 22:00 0 0 43 26 10:15 0 0 65 77 22:15 0 0 52 22 10:30 0 0 64 80 22:30 0 0 31 20 10:45 0 0 0 0 72 264 72 303 567 22:45 0 0 0 0 29 155 16 83 237 11:00 0 0 59 86 23:00 0 0 25 12 11:15 0 0 59 76 23:15 0 0 25 9 11:30 0 0 68 79 23:30 0 0 21 6 11:45 0 0 0 0 62 248 79 320 568 23:45 0 0 0 0 10 81 7 33 114 Total Vol.1385 2246 3630 3870 2799 6669 GPS Coordinates:NB SB Combined 5254 5045 10299 Split %38.1% 61.9%35.2%58.0%42.0%64.8% Peak Hour 11:45 07:15 07:30 16:45 16:30 16:45 Volume 301 453 699 572 361 931 P.H.F.0.92 0.95 0.96 0.83 0.93 0.87 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 13-1194-027Project# Alga Rd. btwn. Corinthia St. & El Fuerte St. Tuesday, July 30, 2013 Wednesday, July 31, 2013 AM PM Daily Totals 2-DAY AVERAGE 0 Alga RoadBetween Corinthia Street and El Fuerte StreetTuesday, July 30, 2013End Time 30-Jul1:00 AM 452:00 AM 353:00 AM 114:00 AM 85:00 AM 316:00 AM 1387:00 AM 3398:00 AM 6169:00 AM 67410:00 AM 61211:00 AM 53912:00 PM 5881:00 PM 6002:00 PM 6653:00 PM 6204:00 PM 7045:00 PM 8076:00 PM 9677:00 PM 6748:00 PM 4539:00 PM 40910:00 PM 30311:00 PM 22212:00 AM 110Total 1017002004006008001,0001,200Total Volume (Both Directions)24-Hour Volume Plot Alga RoadBetween Corinthia Street and El Fuerte StreetWednesday, July 31, 2013End Time 31-Jul1:00 AM 482:00 AM 243:00 AM 144:00 AM 125:00 AM 396:00 AM 1387:00 AM 3288:00 AM 6299:00 AM 67010:00 AM 58111:00 AM 59412:00 PM 5471:00 PM 6112:00 PM 6673:00 PM 6524:00 PM 7265:00 PM 8306:00 PM 8837:00 PM 7758:00 PM 5139:00 PM 46710:00 PM 31011:00 PM 25212:00 AM 117Total 1042701002003004005006007008009001,000Total Volume (Both Directions)24-Hour Volume Plot 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 and August 2013. 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 2013 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 Table B-1 Summary of Intersection Turning Movement Counts Location Number Count Intersection/Location Count Day Count Date 1 El Camino Real & Plaza Dr. Tues. 8/6 2 El Camino Real & Marron Rd. Tues. 8/6 3 El Camino Real & Carlsbad Village Dr. Tues. 8/6 4 El Camino Real & Tamarack Ave. Thurs. 7/18 5 El Camino Real & Cannon Rd. Thurs. 7/18 6 El Camino Real & College Blvd. Thurs. 7/18 7 El Camino Real & Faraday Ave. Tues. 7/23 8 El Camino Real & Palomar Airport Rd. Wed. 7/24 9 El Camino Real & Cassia Rd. Wed. 7/31 10 El Camino Real & Poinsettia Ln. Wed. 7/31 11 El Camino Real & Alga Rd./Aviara Pkwy. Wed. 7/31 12 El Camino Real & La Costa Ave. Wed. 7/31 13 El Camino Real & Calle Barcelona Tues. 7/30 14 Palomar Airport Rd. & Avenida Encinas Thurs. 7/11 15 Palomar Airport Rd. & Paseo Del Norte Thurs. 7/11 16 Palomar Airport Rd. & Armada Dr. Thurs. 7/11 17 Palomar Airport Rd. & College Blvd./ Aviara Pkwy. Tues. 7/23 18 Palomar Airport Rd. & Yarrow Dr. Tues. 7/23 19 Palomar Airport Rd. & Loker Ave. (W.) Wed. 7/24 20 Palomar Airport Rd. & El Fuerte St. Wed. 7/24 21 Palomar Airport Rd. & Melrose Dr. Wed. 7/24 22 Carlsbad Blvd. & Carlsbad Village Dr. Tues. 7/16 23 Carlsbad Blvd & Tamarack Avenue Wed. 7/10 24 Carlsbad Blvd. & Cannon Rd. Wed. 7/10 25 Carlsbad Blvd. & Poinsettia Ln. Thurs. 7/25 26 Carlsbad Blvd. & Avenida Encinas Thurs. 7/25 27 Rancho Santa Fe Rd. & San Elijo Rd. Tues. 7/30 28 Rancho Santa Fe Rd. & La Costa Ave. Tues. 7/30 29 Olivenhain Rd. & Rancho Santa Fe Rd./Camino Alvaro Tues. 7/30 30 Carlsbad Village Dr. & State St. Tues. 7/16 31 Carlsbad Village Dr. & Harding St. Tues. 7/16 32 Poinsettia Ln. & Aviara Pkwy. Thurs. 7/25 33 Poinsettia Ln. & Paseo Del Norte Thurs. 7/25 34 Poinsettia Ln. & Avenida Encinas Thurs. 7/25 35 Melrose Dr. & Alga Rd. Tues. 7/30 36 Jefferson St. & Marron Rd. Tues. 8/6 37 Monroe St. & Marron Rd. Tues. 8/6 38 Cannon Rd. & Paseo Del Norte Wed. 7/10 39 Cannon Rd. & Faraday Ave. Tues. 7/23 40 College Blvd. & Carlsbad Village Dr. Thurs. 7/18 41 College Blvd. & Faraday Ave. Tues. 7/23 42 I-5 SB Ramps & Carlsbad Village Dr. Tues. 7/16 43 I-5 NB Ramps & Carlsbad Village Dr. Tues. 7/16 44 I-5 SB Ramps & Cannon Rd. Wed. 7/10 45 I-5 NB Ramps & Cannon Rd. Wed. 7/10 46 I-5 SB Ramps & Palomar Airport Rd. Thurs. 7/11 47 I-5 NB Ramps & Palomar Airport Rd. Thurs. 7/11 48 I-5 SB Ramps & La Costa Ave. Thurs. 8/1 49 I-5 NB Ramps & La Costa Ave. Thurs. 8/1 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at Plaza 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 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 2 0 1 1 0 1 Capacity 3600 6000 0 3600 6000 0 3600 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 10 605 41 210 1183 30 12 4 2 45 5 56 Adjusted Hourly Volume 10 646 0 210 1213 0 16 0 2 50 0 56 Utilization Factor 0.00 0.11 0.00 0.06 0.20 0.00 0.00 0.00 0.00 0.03 0.00 0.03 Critical Factors 0.00 0.20 0.00 0.03 ICU Ratio = 0.33 LOS =A Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day :Tuesday 2154 Total Name : FDS 1423 731 Subtotals 58 Sub -30 1183 210 Sub - Totals totals totals Totals W E e 44 a s 62 0 12 56 s t 18 4 5 106 t 2 45 0 303 A North A p 197 p p p r r 10 605 41 Plaza Drive 1 Subtotals 1231 656 Total 1887 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 8:30 AM 7:30 AM El Camino Real at Plaza 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 2 0 1 1 0 1 Capacity 3600 6000 0 3600 6000 0 3600 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 15 1362 34 352 917 147 270 24 40 74 16 207 Adjusted Hourly Volume 15 1396 0 352 1064 0 294 0 40 90 0 207 Utilization Factor 0.00 0.23 0.00 0.10 0.18 0.00 0.08 0.00 0.02 0.05 0.00 0.12 Critical Factors 0.23 0.10 0.08 0.12 ICU Ratio = 0.63 LOS =B Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day :Tuesday 3326 Total Name :FDS 1416 1910 Subtotals 71 Sub -147 917 352 Sub - Totals totals totals Totals W E e 177 a s 511 0 270 207 s t 334 24 16 297 t 40 74 0 636 A North A p 339 p p p r r 15 1362 34 Plaza Drive 1 Subtotals 1032 1411 Total 2443 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 1 105 6 24 223 2 2 0 0 1 2 8 374 6:45 AM 2 126 8 34 245 3 1 0 0 8 3 13 443 7:00 AM 1 111 4 35 185 3 3 3 0 10 1 12 368 7:15 AM 0 124 8 40 260 3 1 0 0 1 1 13 451 7:30 AM 1 142 11 47 299 2 0 2 0 17 1 11 533 7:45 AM 5 184 7 56 358 5 2 0 0 8 3 13 641 8:00 AM 2 135 13 49 281 10 5 0 1 14 0 11 521 8:15 AM 2 144 10 58 245 13 5 2 1 6 1 21 508 8:30 AM 1 159 14 66 231 4 8 0 2 13 2 18 518 8:45 AM 3 149 14 72 224 16 11 0 2 14 1 17 523 9:00 AM 4 157 9 63 182 13 13 1 0 4 1 18 465 9:15 AM 3 178 12 81 151 14 11 2 1 11 2 30 496 Volumes 25 1714 116 625 2884 88 62 10 7 107 18 185 5841 Approach %1.35 92.40 6.25 17.38 80.18 2.45 78.48 12.66 8.86 34.52 5.81 59.68 App/Depart 1855 /1961 3597 /2998 79 /751 310 /131 Peak Volumes 10 605 41 210 1183 30 12 4 2 45 5 56 2203 Approach %1.52 92.23 6.25 14.76 83.13 2.11 66.67 22.22 11.11 42.45 4.72 52.83 Pk Hr FACTOR:0.8592 AM Pk Hr at: PM 3:30 PM 7 295 11 81 180 35 67 6 13 13 4 43 755 3:45 PM 7 314 5 90 211 29 62 6 15 19 7 42 807 4:00 PM 10 284 14 83 221 38 74 8 6 17 11 36 802 4:15 PM 6 346 12 95 257 29 89 5 4 14 6 45 908 4:30 PM 5 291 17 93 243 37 63 3 8 14 4 50 828 4:45 PM 3 347 14 94 215 49 62 6 8 17 5 49 869 5:00 PM 2 304 5 93 222 36 82 6 12 23 3 51 839 5:15 PM 7 359 8 84 243 34 69 3 7 21 7 52 894 5:30 PM 3 352 7 81 237 28 57 9 13 13 1 55 856 5:45 PM 9 326 15 110 196 41 65 7 10 12 2 57 850 6:00 PM 3 273 8 73 184 46 62 3 9 16 4 45 726 6:15 PM 8 281 16 77 233 40 61 3 8 17 3 28 775 Volumes 70 3772 132 1054 2642 442 813 65 113 196 57 553 9909 Approach %1.76 94.92 3.32 25.47 63.85 10.68 82.04 6.56 11.40 24.32 7.07 68.61 App/Depart 3974 /5138 4138 /2951 991 /1251 806 /569 Peak Volumes 15 1362 34 352 917 147 270 24 40 74 16 207 3458 Approach %1.06 96.53 2.41 24.86 64.76 10.38 80.84 7.19 11.98 24.92 5.39 69.70 Pk Hr FACTOR:0.967 PM Pk Hr at: 0.94 0.98 0.84 0.93 445 0.84 0.85 0.56 0.91 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 08/06/13 Carlsbad Plaza Dr.TUESDAY 13-1194-001 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 1 1 1 1 1 Capacity 3600 6000 0 3600 6000 0 1800 2000 1800 1800 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 19 547 46 96 1071 60 48 24 51 99 48 103 Adjusted Hourly Volume 19 593 0 96 1131 0 48 24 51 99 48 103 Utilization Factor 0.01 0.10 0.00 0.03 0.19 0.00 0.03 0.01 0.03 0.06 0.02 0.06 Critical Factors 0.01 0.19 0.03 0.06 ICU Ratio =0.39 LOS =A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day :Tuesday 1931 Total Name :FDS 1227 704 Subtotals 6 Sub -60 1071 96 Sub - Totals totals totals Totals W E e 126 a s 249 0 48 103 s t 123 24 48 250 t 51 99 0 410 A North A p 160 p p p r r 19 547 46 Marron Road 1 Subtotals 1222 612 Total 1834 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 8:30 AM 7:30 AM El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 1 1 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 153 1134 90 232 664 146 167 158 119 135 134 177 Adjusted Hourly Volume 153 1224 0 232 810 0 167 277 0 135 134 177 Utilization Factor 0.04 0.20 0.00 0.06 0.14 0.00 0.09 0.07 0.00 0.08 0.07 0.10 Critical Factors 0.20 0.06 0.09 0.10 ICU Ratio =0.55 LOS =A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day :Tuesday 2533 Total Name :FDS 1042 1491 Subtotals 13 Sub -146 664 232 Sub - Totals totals totals Totals W E e 433 a s 877 0 167 177 s t 444 158 134 446 t 119 135 0 913 A North A p 467 p p p r r 153 1134 90 Marron Road 0 Subtotals 918 1377 Total 2295 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 4 87 6 16 188 4 4 2 4 2 15 13 345 6:45 AM 2 110 8 15 239 12 7 6 9 6 11 19 444 7:00 AM 5 86 7 12 162 12 6 3 7 13 8 18 339 7:15 AM 5 96 8 19 242 6 6 6 12 22 10 22 454 7:30 AM 10 134 11 16 284 16 10 4 12 24 11 31 563 7:45 AM 3 158 8 31 325 19 6 4 14 21 16 30 635 8:00 AM 3 127 12 29 242 9 12 6 14 27 10 24 515 8:15 AM 3 128 15 20 220 16 20 10 11 27 11 18 499 8:30 AM 6 139 17 28 197 18 11 7 9 20 11 25 488 8:45 AM 20 134 10 19 188 37 7 6 12 22 5 18 478 9:00 AM 12 132 19 29 160 20 16 21 9 20 20 26 484 9:15 AM 18 138 14 16 133 20 18 12 7 21 13 30 440 Volumes 91 1469 135 250 2580 189 123 87 120 225 141 274 5684 Approach %5.37 86.67 7.96 8.28 85.46 6.26 37.27 26.36 36.36 35.16 22.03 42.81 App/Depart 1695 /1866 3019 /2925 330 /472 640 /421 Peak Volumes 19 547 46 96 1071 60 48 24 51 99 48 103 2212 Approach %3.10 89.38 7.52 7.82 87.29 4.89 39.02 19.51 41.46 39.60 19.20 41.20 Pk Hr FACTOR:0.8709 AM Pk Hr at: PM 3:30 PM 51 277 21 46 139 25 27 29 25 47 31 46 764 3:45 PM 36 239 22 45 170 34 46 52 25 27 36 55 787 4:00 PM 48 306 28 51 150 36 42 49 23 32 28 41 834 4:15 PM 36 264 21 43 200 24 37 38 35 26 25 44 793 4:30 PM 37 269 21 62 163 32 48 33 32 39 24 44 804 4:45 PM 49 300 22 55 161 40 38 38 37 31 44 36 851 5:00 PM 29 251 24 53 155 37 38 43 28 43 38 47 786 5:15 PM 38 314 23 62 185 37 43 44 22 22 28 50 868 5:30 PM 43 280 22 54 179 27 40 44 28 24 23 39 803 5:45 PM 36 246 30 52 158 24 36 27 21 39 29 42 740 6:00 PM 39 210 20 39 145 29 39 29 23 26 24 39 662 6:15 PM 36 193 26 58 162 40 37 28 26 32 32 28 698 Volumes 478 3149 280 620 1967 385 471 454 325 388 362 511 9390 Approach %12.23 80.60 7.17 20.86 66.18 12.95 37.68 36.32 26.00 30.77 28.71 40.52 App/Depart 3907 /4131 2972 /2680 1250 /1354 1261 /1225 Peak Volumes 153 1134 90 232 664 146 167 158 119 135 134 177 3309 Approach %11.11 82.35 6.54 22.26 63.72 14.01 37.61 35.59 26.80 30.27 30.04 39.69 Pk Hr FACTOR:0.9531 PM Pk Hr at: 0.92 0.92 0.98 0.87 430 0.91 0.82 0.75 0.93 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 08/06/13 Carlsbad Marron Rd.TUESDAY 13-1194-002 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at Carlsbad Village 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 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 1 1 1 2 0 Capacity 1800 6000 0 1800 6000 0 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 50 374 9 71 1077 64 80 58 85 50 200 105 Adjusted Hourly Volume 50 383 0 71 1141 0 80 58 85 50 305 0 Utilization Factor 0.03 0.06 0.00 0.04 0.19 0.00 0.04 0.03 0.05 0.03 0.08 0.00 Critical Factors 0.03 0.19 0.04 0.08 ICU Ratio =0.44 LOS =A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day :Tuesday 1804 Total Name :FDS 1212 592 Subtotals 34 Sub -64 1077 71 Sub - Totals totals totals Totals W E e 315 a s 538 1 80 105 s t 223 58 200 355 t 85 50 0 459 A North A p 104 p p p r r 50 374 9 Carlsbad Village Drive 0 Subtotals 1212 433 Total 1645 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 8:30 AM 7:30 AM El Camino Real at Carlsbad Village 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 2 0 1 2 0 Capacity 1800 6000 0 1800 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 123 1184 64 211 591 152 123 253 75 26 173 125 Adjusted Hourly Volume 123 1248 0 211 743 0 123 328 0 26 298 0 Utilization Factor 0.07 0.21 0.00 0.12 0.12 0.00 0.07 0.08 0.00 0.01 0.07 0.00 Critical Factors 0.21 0.12 0.07 0.07 ICU Ratio =0.57 LOS =A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day :Tuesday 2414 Total Name :FDS 954 1460 Subtotals 28 Sub -152 591 211 Sub - Totals totals totals Totals W E e 445 a s 896 0 123 125 s t 451 253 173 324 t 75 26 1 825 A North A p 501 p p p r r 123 1184 64 Carlsbad Village Drive 3 Subtotals 694 1371 Total 2065 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 4 40 1 7 182 10 11 5 4 9 42 28 343 6:45 AM 6 77 0 12 235 14 13 3 2 16 31 18 427 7:00 AM 7 56 0 12 158 9 16 2 54 6 37 16 373 7:15 AM 4 71 2 12 243 10 15 3 24 17 33 14 448 7:30 AM 14 70 0 14 275 9 27 14 14 10 51 33 531 7:45 AM 13 114 4 17 335 13 19 21 27 17 68 36 684 8:00 AM 10 89 2 15 258 19 14 11 17 14 42 11 502 8:15 AM 13 101 3 25 209 23 20 12 27 9 39 25 506 8:30 AM 13 116 1 22 203 24 23 18 18 12 47 23 520 8:45 AM 19 121 4 19 155 19 25 24 17 7 65 25 500 9:00 AM 17 114 6 34 161 19 24 24 12 9 49 25 494 9:15 AM 16 107 2 17 133 24 25 24 15 13 54 32 462 Volumes 136 1076 25 206 2547 193 232 161 231 139 558 286 5790 Approach %10.99 86.98 2.02 6.99 86.46 6.55 37.18 25.80 37.02 14.14 56.77 29.09 App/Depart 1237 /1594 2946 /2917 624 /392 983 /887 Peak Volumes 50 374 9 71 1077 64 80 58 85 50 200 105 2223 Approach %11.55 86.37 2.08 5.86 88.86 5.28 35.87 26.01 38.12 14.08 56.34 29.58 Pk Hr FACTOR:0.8125 AM Pk Hr at: PM 3:30 PM 20 263 23 27 122 36 32 36 12 20 47 27 665 3:45 PM 13 218 10 31 151 28 29 40 15 7 37 26 605 4:00 PM 19 249 10 33 130 39 42 36 19 6 44 29 656 4:15 PM 25 219 13 51 184 38 20 54 14 16 46 19 699 4:30 PM 15 216 9 34 133 24 35 55 17 9 52 17 616 4:45 PM 30 322 9 40 155 41 28 62 11 6 48 37 789 5:00 PM 28 250 15 54 140 44 31 65 30 3 39 32 731 5:15 PM 30 326 25 41 134 35 39 72 21 10 51 32 816 5:30 PM 32 286 15 48 162 32 25 54 13 6 35 24 732 5:45 PM 23 264 21 44 131 34 43 55 14 5 35 30 699 6:00 PM 16 225 15 33 129 41 25 77 10 3 44 26 644 6:15 PM 18 190 7 42 128 27 38 45 19 6 43 31 594 Volumes 269 3028 172 478 1699 419 387 651 195 97 521 330 8246 Approach %7.75 87.29 4.96 18.41 65.45 16.14 31.39 52.80 15.82 10.23 54.96 34.81 App/Depart 3469 /3745 2596 /1991 1233 /1301 948 /1209 Peak Volumes 120 1184 64 183 591 152 123 253 75 25 173 125 3068 Approach %8.77 86.55 4.68 19.76 63.82 16.41 27.27 56.10 16.63 7.74 53.56 38.70 Pk Hr FACTOR:0.94 PM Pk Hr at: El Camino Real 08/06/13 Carlsbad Carlsbad Village Dr.TUESDAY 13-1194-003 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.96 0.85 0.87 445 0.83 0.83 0.83 0.73 730 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 2 1 1 1 1 1 2 0 Capacity 1800 4000 1800 1800 4000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 40 396 47 14 1294 28 27 60 161 275 98 38 Adjusted Hourly Volume 40 396 47 14 1294 28 27 60 161 275 136 0 Utilization Factor 0.02 0.10 0.03 0.01 0.32 0.02 0.02 0.03 0.09 0.15 0.03 0.00 Critical Factors 0.02 0.32 0.09 0.15 ICU Ratio =0.68 LOS =B Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day :Thursday 1797 Total Name :FDS 1336 461 Subtotals 0 Sub -28 1294 14 Sub - Totals totals totals Totals W E e 165 a s 413 0 27 38 s t 248 60 98 411 t 161 275 0 532 A North A p 121 p p p r r 40 396 47 Tamarack Avenue 1 Subtotals 1731 483 Total 2214 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/13 8:30 AM 7:30 AM El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 2 1 1 1 1 1 2 0 Capacity 1800 4000 1800 1800 4000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 152 1546 285 29 623 66 38 106 73 121 113 22 Adjusted Hourly Volume 152 1546 285 29 623 66 38 106 73 121 135 0 Utilization Factor 0.08 0.39 0.16 0.02 0.16 0.04 0.02 0.05 0.04 0.07 0.03 0.00 Critical Factors 0.39 0.02 0.05 0.07 ICU Ratio =0.63 LOS =B Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day :Thursday 2325 Total Name :FDS 718 1607 Subtotals 1 Sub -66 623 29 Sub - Totals totals totals Totals W E e 330 a s 547 0 38 22 s t 217 106 113 256 t 73 121 0 675 A North A p 419 p p p r r 152 1546 285 Tamarack Avenue 1 Subtotals 818 1983 Total 2801 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 2 42 9 3 163 3 7 4 11 46 23 3 316 6:45 AM 16 51 9 5 294 6 3 3 20 44 25 2 478 7:00 AM 10 50 7 1 258 3 9 13 28 61 15 3 458 7:15 AM 7 66 10 1 284 3 4 12 24 58 19 6 494 7:30 AM 8 87 9 2 353 6 9 20 50 69 17 10 640 7:45 AM 9 93 13 3 419 9 9 12 36 62 25 8 698 8:00 AM 13 120 14 6 260 9 4 13 32 75 32 8 586 8:15 AM 10 96 11 3 262 4 5 15 43 69 24 12 554 8:30 AM 15 114 24 7 258 7 5 14 47 48 26 0 565 8:45 AM 18 144 12 1 258 6 11 20 43 59 26 4 602 9:00 AM 24 88 18 3 184 11 14 23 34 54 16 3 472 9:15 AM 22 118 16 3 171 5 13 13 27 30 23 5 446 Volumes 154 1069 152 38 3164 72 93 162 395 675 271 64 6309 Approach %11.20 77.75 11.05 1.16 96.64 2.20 14.31 24.92 60.77 66.83 26.83 6.34 App/Depart 1375 /1226 3274 /4234 650 /352 1010 /497 Peak Volumes 40 396 47 14 1294 28 27 60 161 275 98 38 2478 Approach %8.28 81.99 9.73 1.05 96.86 2.10 10.89 24.19 64.92 66.91 23.84 9.25 Pk Hr FACTOR:0.8875 AM Pk Hr at: PM 3:30 PM 26 288 34 6 157 12 7 26 29 44 16 5 650 3:45 PM 22 275 41 4 168 8 12 23 16 22 28 4 623 4:00 PM 24 276 51 13 174 16 11 30 34 32 33 10 704 4:15 PM 17 322 55 2 198 14 7 26 19 28 21 1 710 4:30 PM 21 338 55 6 152 11 12 24 13 23 31 8 694 4:45 PM 26 431 63 10 153 14 7 22 17 38 37 2 820 5:00 PM 36 364 68 5 147 17 15 34 24 27 13 4 754 5:15 PM 40 355 69 7 169 17 11 24 20 27 29 6 774 5:30 PM 50 396 85 7 154 18 5 26 12 29 34 10 826 5:45 PM 29 250 54 9 173 12 15 38 11 21 26 6 644 6:00 PM 25 278 50 8 169 10 4 36 13 14 22 2 631 6:15 PM 17 195 53 18 168 17 11 32 11 24 25 7 578 Volumes 333 3768 678 95 1982 166 117 341 219 329 315 65 8408 Approach %6.97 78.84 14.19 4.24 88.36 7.40 17.28 50.37 32.35 46.40 44.43 9.17 App/Depart 4779 /3950 2243 /2530 677 /1114 709 /814 Peak Volumes 152 1546 285 29 623 66 38 106 73 121 113 22 3174 Approach %7.67 77.96 14.37 4.04 86.77 9.19 17.51 48.85 33.64 47.27 44.14 8.59 Pk Hr FACTOR:0.9607 PM Pk Hr at: El Camino Real 07/18/13 Carlsbad Tamarack Ave.THURSDAY 13-1194-004 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.93 0.74 0.83 445 0.82 0.77 0.78 0.89 730 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 1 2 1 1 2 2 0 Capacity 1800 4000 1800 1800 6000 1800 3600 2000 1800 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 81 373 164 22 1532 273 53 77 86 882 462 48 Adjusted Hourly Volume 81 373 164 22 1532 247 53 77 86 882 510 0 Utilization Factor 0.05 0.09 0.09 0.01 0.26 0.14 0.01 0.04 0.05 0.25 0.13 0.00 Critical Factors 0.05 0.26 0.05 0.25 ICU Ratio =0.71 LOS =C Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day :Thursday 2306 Total Name :FDS 1827 479 Subtotals 5 Sub -273 1532 22 Sub - Totals totals totals Totals W E e 814 a s 1030 0 53 48 s t 216 77 462 1392 t 86 882 0 1650 A North A p 258 p p p r r 81 373 164 Cannon Road 2 Subtotals 2502 618 Total 3120 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/13 8:30 AM 7:30 AM El Camino Real at Cannon 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 1 2 2 0 2 2 0 Capacity 1800 4000 1800 1800 6000 1800 3600 4000 0 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 95 1673 836 40 584 141 285 542 109 261 202 46 Adjusted Hourly Volume 95 1673 836 40 584 0 285 651 0 261 248 0 Utilization Factor 0.05 0.42 0.46 0.02 0.10 0.00 0.08 0.16 0.00 0.07 0.06 0.00 Critical Factors 0.46 0.02 0.16 0.07 ICU Ratio =0.81 LOS =D Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day :Thursday 2773 Total Name :FDS 765 2008 Subtotals 4 Sub -141 584 40 Sub - Totals totals totals Totals W E e 438 a s 1374 0 285 46 s t 936 542 202 509 t 109 261 1 1924 A North A p 1415 p p p r r 95 1673 836 Cannon Road 0 Subtotals 953 2604 Total 3557 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 3 41 13 0 189 48 4 10 9 133 103 5 558 6:45 AM 7 43 32 1 281 75 6 19 7 174 140 3 788 7:00 AM 9 61 19 3 299 105 6 13 3 183 96 1 798 7:15 AM 9 54 21 9 284 57 8 19 22 180 103 7 773 7:30 AM 15 74 34 5 412 73 12 18 20 273 119 7 1062 7:45 AM 15 105 35 6 485 91 8 16 27 229 131 14 1162 8:00 AM 11 76 49 7 272 45 15 27 19 202 153 22 898 8:15 AM 40 118 46 4 363 64 18 16 20 178 59 5 931 8:30 AM 15 110 35 7 324 45 16 25 30 186 60 10 863 8:45 AM 26 131 52 6 278 39 18 21 28 163 80 6 848 9:00 AM 16 117 54 6 261 34 14 26 33 136 61 8 766 9:15 AM 16 122 57 2 208 29 22 10 22 121 66 7 682 Volumes 182 1052 447 56 3656 705 147 220 240 2158 1171 95 10129 Approach %10.83 62.58 26.59 1.27 82.77 15.96 24.22 36.24 39.54 63.03 34.20 2.77 App/Depart 1681 /1294 4417 /6054 607 /723 3424 /2058 Peak Volumes 81 373 164 22 1532 273 53 77 86 882 462 48 4053 Approach %13.11 60.36 26.54 1.20 83.85 14.94 24.54 35.65 39.81 63.36 33.19 3.45 Pk Hr FACTOR:0.872 AM Pk Hr at: PM 3:30 PM 9 302 143 20 183 32 44 79 22 91 39 6 970 3:45 PM 16 222 111 11 178 50 45 65 24 100 93 24 939 4:00 PM 30 314 186 5 179 29 64 114 20 59 40 7 1047 4:15 PM 44 339 185 6 170 42 55 101 16 74 32 7 1071 4:30 PM 16 308 155 16 168 33 59 105 20 71 52 4 1007 4:45 PM 19 459 210 7 139 41 78 118 29 71 39 11 1221 5:00 PM 16 352 196 11 136 32 71 149 30 57 63 8 1121 5:15 PM 30 436 219 12 169 36 69 155 25 68 50 12 1281 5:30 PM 30 426 211 10 140 32 67 120 25 65 50 15 1191 5:45 PM 23 291 157 16 159 37 68 133 23 61 40 9 1017 6:00 PM 16 256 142 7 171 33 56 97 30 57 34 10 909 6:15 PM 13 211 110 11 157 24 59 117 21 44 41 3 811 Volumes 262 3916 2025 132 1949 421 735 1353 285 818 573 116 12585 Approach %4.22 63.13 32.65 5.28 77.90 16.83 30.97 57.02 12.01 54.28 38.02 7.70 App/Depart 6203 /4767 2502 /3052 2373 /3510 1507 /1256 Peak Volumes 95 1673 836 40 584 141 285 542 109 261 202 46 4814 Approach %3.65 64.25 32.10 5.23 76.34 18.43 30.45 57.91 11.65 51.28 39.69 9.04 Pk Hr FACTOR:0.9395 PM Pk Hr at: El Camino Real 07/18/13 Carlsbad Cannon Rd.THURSDAY 13-1194-005 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.95 0.88 0.94 0.98 445 0.76 0.78 0.89 0.87 730 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 1 3 1 1 3 1 2 1 1 2 1 1 Capacity 1800 6000 1800 1800 6000 1800 3600 2000 1800 3600 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 135 530 16 11 1903 509 77 6 7 39 26 30 Adjusted Hourly Volume 135 530 16 11 1903 0 77 6 7 39 26 30 Utilization Factor 0.08 0.09 0.01 0.01 0.32 0.00 0.02 0.00 0.00 0.01 0.01 0.02 Critical Factors 0.08 0.32 0.02 0.02 ICU Ratio =0.54 LOS =A Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day :Thursday 3060 Total Name :FDS 2423 637 Subtotals 0 Sub -509 1903 11 Sub - Totals totals totals Totals W E e 590 a s 680 0 77 30 s t 90 6 26 95 t 7 39 0 128 A North A p 33 p p p r r 135 530 16 College Boulevard 80 Subtotals 2029 681 Total 2710 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/13 8:30 AM 7:30 AM El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 1 3 1 1 3 1 2 2 0 2 1 1 Capacity 1800 6000 1800 1800 6000 1800 3600 4000 0 3600 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 25 1868 20 36 823 112 571 24 17 14 14 27 Adjusted Hourly Volume 25 1868 20 36 823 0 571 41 0 14 14 27 Utilization Factor 0.01 0.31 0.01 0.02 0.14 0.00 0.16 0.01 0.00 0.00 0.01 0.02 Critical Factors 0.31 0.02 0.16 0.02 ICU Ratio =0.61 LOS =B Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day :Thursday 3439 Total Name :FDS 971 2468 Subtotals 2 Sub -112 823 36 Sub - Totals totals totals Totals W E e 149 a s 761 0 571 27 s t 612 24 14 55 t 17 14 0 133 A North A p 78 p p p r r 25 1868 20 College Boulevard 2 Subtotals 856 1913 Total 2769 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 11 60 2 5 229 68 6 3 2 3 7 5 401 6:45 AM 2 65 1 3 362 119 6 2 0 2 4 9 575 7:00 AM 7 95 0 2 328 99 11 2 1 4 8 3 560 7:15 AM 10 97 2 5 413 89 9 1 2 13 1 7 649 7:30 AM 31 112 4 2 495 105 17 2 3 7 13 7 798 7:45 AM 33 118 2 0 602 146 18 0 1 12 5 7 944 8:00 AM 42 155 5 3 414 126 23 2 1 13 5 9 798 8:15 AM 29 145 5 6 392 132 19 2 2 7 3 7 749 8:30 AM 18 127 0 3 380 116 14 4 1 11 3 8 685 8:45 AM 16 169 6 5 388 92 29 7 0 7 8 6 733 9:00 AM 24 146 7 6 339 78 14 2 4 8 5 6 639 9:15 AM 15 172 12 11 287 67 28 5 3 8 7 6 621 Volumes 238 1461 46 51 4629 1237 194 32 20 95 69 80 8152 Approach %13.64 83.72 2.64 0.86 78.23 20.91 78.86 13.01 8.13 38.93 28.28 32.79 App/Depart 1745 /1735 5917 /4744 246 /129 244 /1544 Peak Volumes 135 530 16 11 1903 509 77 6 7 39 26 30 3289 Approach %19.82 77.83 2.35 0.45 78.54 21.01 85.56 6.67 7.78 41.05 27.37 31.58 Pk Hr FACTOR:0.871 AM Pk Hr at: PM 3:30 PM 8 315 3 5 254 35 107 4 5 12 4 9 761 3:45 PM 15 317 7 11 227 35 80 3 3 8 2 3 711 4:00 PM 4 361 3 9 223 33 117 3 3 7 4 8 775 4:15 PM 8 414 14 5 206 37 83 4 5 5 3 8 792 4:30 PM 11 404 8 5 212 33 128 2 7 7 3 3 823 4:45 PM 7 456 6 10 218 27 138 6 3 4 5 7 887 5:00 PM 9 447 7 7 197 35 168 5 8 3 6 5 897 5:15 PM 6 500 4 10 222 25 133 3 4 1 0 7 915 5:30 PM 3 465 3 9 186 25 132 10 2 6 3 8 852 5:45 PM 5 293 4 5 229 18 81 8 4 8 3 10 668 6:00 PM 5 314 8 13 208 23 91 9 3 3 6 6 689 6:15 PM 5 262 13 8 186 25 43 5 4 3 4 6 564 Volumes 86 4548 80 97 2568 351 1301 62 51 67 43 80 9334 Approach %1.82 96.48 1.70 3.22 85.15 11.64 92.01 4.38 3.61 35.26 22.63 42.11 App/Depart 4714 /5929 3016 /2686 1414 /239 190 /480 Peak Volumes 25 1868 20 36 823 112 571 24 17 14 14 27 3551 Approach %1.31 97.65 1.05 3.71 84.76 11.53 93.30 3.92 2.78 25.45 25.45 49.09 Pk Hr FACTOR:0.9702 PM Pk Hr at: 0.94 0.94 0.85 0.81 445 0.84 0.81 0.87 0.88 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 07/18/13 Carlsbad College Blvd.THURSDAY 13-1194-006 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 1 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 1800 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 630 452 80 460 1138 162 21 222 87 128 825 156 Adjusted Hourly Volume 630 532 0 460 1138 162 21 222 87 128 825 156 Utilization Factor 0.18 0.09 0.00 0.13 0.19 0.09 0.01 0.06 0.05 0.07 0.21 0.09 Critical Factors 0.18 0.19 0.01 0.21 ICU Ratio =0.69 LOS =B Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day :Tuesday 2425 Total Name :FDS 1760 665 Subtotals 37 Sub -162 1138 460 Sub - Totals totals totals Totals W E e 1613 a s 1943 1 21 156 s t 330 222 825 1109 t 87 128 0 1834 A North A p 725 p p p r r 630 452 80 Faraday Avenue 5 Subtotals 1358 1162 Total 2520 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 8:30 AM 7:30 AM El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 1 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 1800 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 117 1371 97 233 751 19 111 805 528 180 309 333 Adjusted Hourly Volume 117 1468 0 233 751 19 111 889 444 180 309 333 Utilization Factor 0.03 0.24 0.00 0.06 0.13 0.01 0.06 0.22 0.25 0.10 0.08 0.19 Critical Factors 0.24 0.06 0.25 0.10 ICU Ratio =0.75 LOS =C Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day :Tuesday 2830 Total Name :FDS 1003 1827 Subtotals 12 Sub -19 751 233 Sub - Totals totals totals Totals W E e 423 a s 1867 0 111 333 s t 1444 805 309 822 t 528 180 0 1945 A North A p 1123 p p p r r 117 1371 97 Faraday Avenue 22 Subtotals 1481 1585 Total 3066 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 60 54 13 79 167 12 1 14 10 21 101 8 540 6:45 AM 89 63 17 134 181 12 2 38 9 21 164 15 745 7:00 AM 120 73 20 82 200 40 7 22 16 19 123 23 745 7:15 AM 103 82 20 98 259 28 3 54 21 15 166 44 893 7:30 AM 137 93 24 114 297 29 2 53 20 38 190 24 1021 7:45 AM 177 123 21 162 359 65 8 51 13 28 217 31 1255 8:00 AM 170 113 19 106 230 28 4 79 16 32 179 57 1033 8:15 AM 146 123 16 78 252 40 7 39 38 30 239 44 1052 8:30 AM 142 154 29 68 248 28 8 37 38 27 183 42 1004 8:45 AM 160 128 20 80 248 33 5 48 29 40 164 43 998 9:00 AM 97 137 32 72 189 20 3 47 24 25 118 24 788 9:15 AM 94 129 17 55 185 17 10 40 31 26 96 37 737 Volumes 1495 1272 248 1128 2815 352 60 522 265 322 1940 392 10811 Approach %49.59 42.19 8.23 26.26 65.54 8.20 7.08 61.63 31.29 12.13 73.10 14.77 App/Depart 3015 /1724 4295 /3402 847 /1898 2654 /3787 Peak Volumes 630 452 80 460 1138 162 21 222 87 128 825 156 4361 Approach %54.22 38.90 6.88 26.14 64.66 9.20 6.36 67.27 26.36 11.54 74.39 14.07 Pk Hr FACTOR:0.8687 AM Pk Hr at: PM 3:30 PM 32 198 52 61 208 11 10 123 95 26 48 71 935 3:45 PM 46 226 27 22 128 6 38 103 89 44 48 57 834 4:00 PM 33 307 14 49 180 8 30 151 99 43 47 71 1032 4:15 PM 45 286 29 49 178 8 32 102 97 21 49 75 971 4:30 PM 54 301 18 47 161 0 38 163 137 43 53 92 1107 4:45 PM 23 315 19 71 185 8 23 146 117 42 76 78 1103 5:00 PM 40 389 27 66 183 5 35 265 148 40 75 105 1378 5:15 PM 18 342 26 59 209 2 19 208 151 47 87 81 1249 5:30 PM 36 325 25 37 174 4 34 186 112 51 71 69 1124 5:45 PM 28 249 19 30 131 10 11 121 101 30 54 60 844 6:00 PM 27 226 18 31 146 2 21 114 118 29 38 42 812 6:15 PM 18 242 13 36 115 2 10 84 62 24 32 44 682 Volumes 400 3406 287 558 1998 66 301 1766 1326 440 678 845 12071 Approach %9.77 83.22 7.01 21.28 76.20 2.52 8.87 52.05 39.08 22.41 34.54 43.05 App/Depart 4093 /4552 2622 /3764 3393 /2611 1963 /1144 Peak Volumes 117 1371 97 233 751 19 111 805 528 180 309 333 4854 Approach %7.38 86.50 6.12 23.23 74.88 1.89 7.69 55.75 36.57 21.90 37.59 40.51 Pk Hr FACTOR:0.8806 PM Pk Hr at: 0.87 0.93 0.81 0.93 445 0.90 0.75 0.83 0.89 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 07/23/13 Carlsbad Faraday Ave.TUESDAY 13-1194-007 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 1 6 1 1 1 Outside 7 1 Free-flow Lane Settings 1 3 2 2 3 1 2 3 0 2 3 2 Capacity 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 96 577 337 374 877 260 123 803 134 489 1218 448 Adjusted Hourly Volume 96 577 93 374 877 199 123 937 0 489 1218 448 Utilization Factor 0.05 0.10 0.03 0.10 0.15 0.11 0.03 0.16 0.00 0.14 0.20 0.12 Critical Factors 0.10 0.10 0.16 0.14 ICU Ratio =0.60 LOS =A Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day :Wednesday 2664 Total Name :FDS 1511 1153 Subtotals 5 Sub -260 877 374 Sub - Totals totals totals Totals W E e 1569 a s 2629 0 123 448 s t 1060 803 1218 2155 t 134 489 0 3664 A North A p 1509 p p p r r 96 577 337 Palomar Airport Road 5 Subtotals 1505 1010 Total 2515 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/13 8:30 AM 7:30 AM El Camino Real at Palomar Airport 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 1 6 1 1 1 Outside 7 1 Free-flow Lane Settings 1 3 2 2 3 1 2 3 0 2 3 2 Capacity 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 143 835 582 628 806 122 265 1536 101 466 884 409 Adjusted Hourly Volume 143 835 349 628 806 0 265 1637 0 466 884 409 Utilization Factor 0.08 0.14 0.10 0.17 0.13 0.00 0.07 0.27 0.00 0.13 0.15 0.11 Critical Factors 0.14 0.17 0.27 0.13 ICU Ratio =0.81 LOS =D Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day :Wednesday 3070 Total Name :FDS 1556 1514 Subtotals 5 Sub -122 806 628 Sub - Totals totals totals Totals W E e 1141 a s 3043 0 265 409 s t 1902 1536 884 1759 t 101 466 0 4500 A North A p 2741 p p p r r 143 835 582 Palomar Airport Road 8 Subtotals 1381 1560 Total 2941 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 13 55 46 24 57 33 17 103 10 79 262 75 774 6:45 AM 13 86 53 87 150 66 16 120 13 107 301 75 1087 7:00 AM 22 77 51 39 78 46 30 146 25 99 286 104 1003 7:15 AM 11 105 74 86 193 81 21 177 25 100 275 77 1225 7:30 AM 21 137 62 79 194 63 23 174 22 135 349 100 1359 7:45 AM 29 178 105 107 223 89 42 248 48 122 338 115 1644 8:00 AM 24 129 71 103 234 52 35 180 36 122 281 108 1375 8:15 AM 22 133 99 85 226 56 23 201 28 110 250 125 1358 8:30 AM 21 142 84 43 181 44 28 202 34 104 258 110 1251 8:45 AM 21 180 88 110 213 49 37 149 37 99 283 115 1381 9:00 AM 41 159 86 83 171 53 23 189 28 99 220 86 1238 9:15 AM 20 139 60 65 164 41 26 172 21 90 196 88 1082 Volumes 258 1520 879 911 2084 673 321 2061 327 1266 3299 1178 14777 Approach %9.71 57.21 33.08 24.84 56.82 18.35 11.85 76.08 12.07 22.04 57.44 20.51 App/Depart 2657 /3019 3668 /3677 2709 /3851 5743 /4230 Peak Volumes 96 577 337 374 877 260 123 803 134 489 1218 448 5736 Approach %9.50 57.13 33.37 24.75 58.04 17.21 11.60 75.75 12.64 22.69 56.52 20.79 Pk Hr FACTOR:0.8723 AM Pk Hr at: PM 3:30 PM 38 205 133 115 160 30 43 297 26 106 222 77 1452 3:45 PM 40 151 109 117 146 29 45 266 25 99 211 81 1319 4:00 PM 32 173 129 161 153 22 55 295 23 94 232 86 1455 4:15 PM 31 173 124 113 168 33 61 349 25 106 190 62 1435 4:30 PM 28 184 129 140 186 27 64 343 20 121 214 103 1559 4:45 PM 42 221 153 146 200 32 56 336 26 101 201 86 1600 5:00 PM 44 225 178 152 179 27 87 420 22 134 229 121 1818 5:15 PM 29 233 147 190 249 35 51 359 21 140 225 112 1791 5:30 PM 28 156 104 140 178 28 71 421 32 91 229 90 1568 5:45 PM 34 184 111 165 248 22 39 291 21 103 197 76 1491 6:00 PM 29 184 117 136 128 16 31 287 22 95 208 67 1320 6:15 PM 37 146 100 120 136 15 21 248 20 87 155 66 1151 Volumes 412 2235 1534 1695 2131 316 624 3912 283 1277 2513 1027 17959 Approach %9.85 53.46 36.69 40.92 51.45 7.63 12.95 81.18 5.87 26.51 52.17 21.32 App/Depart 4181 /3886 4142 /3691 4819 /7141 4817 /3241 Peak Volumes 143 835 582 628 806 122 265 1536 101 466 884 409 6777 Approach %9.17 53.53 37.31 40.36 51.80 7.84 13.93 80.76 5.31 26.49 50.26 23.25 Pk Hr FACTOR:0.9319 PM Pk Hr at: 0.87 0.82 0.90 0.91 445 0.81 0.90 0.78 0.92 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 07/24/13 Carlsbad Palomar Airport Rd.WEDNESDAY 13-1194-008 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 0 1 0 1 1 0 1 Capacity 1800 4000 1800 1800 6000 0 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 122 1256 16 4 885 161 314 6 110 4 5 12 Adjusted Hourly Volume 122 1256 16 4 1046 0 314 0 116 4 0 17 Utilization Factor 0.07 0.31 0.01 0.00 0.17 0.00 0.17 0.00 0.06 0.00 0.00 0.01 Critical Factors 0.31 0.00 0.17 0.01 ICU Ratio =0.59 LOS =A Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day :Wednesday 2635 Total Name :FDS 1050 1585 Subtotals 3 Sub -161 885 4 Sub - Totals totals totals Totals W E e 287 a s 717 0 314 12 s t 430 6 5 21 t 110 4 0 44 A North A p 23 p p p r r 122 1256 16 Cassia Road 1 Subtotals 1000 1394 Total 2394 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/13 9:00 AM 8:00 AM El Camino Real at Cassia 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 0 1 0 1 1 0 1 Capacity 1800 4000 1800 1800 6000 0 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 143 1019 9 20 1729 323 212 4 138 17 6 16 Adjusted Hourly Volume 143 1019 9 20 2052 0 212 0 142 17 0 22 Utilization Factor 0.08 0.25 0.01 0.01 0.34 0.00 0.12 0.00 0.08 0.01 0.00 0.01 Critical Factors 0.08 0.34 0.12 0.01 ICU Ratio =0.65 LOS =B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day :Wednesday 3322 Total Name :FDS 2072 1250 Subtotals 3 Sub -323 1729 20 Sub - Totals totals totals Totals W E e 469 a s 823 0 212 16 s t 354 4 6 39 t 138 17 0 69 A North A p 30 p p p r r 143 1019 9 Cassia Road 3 Subtotals 1887 1171 Total 3058 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 13 113 0 1 94 19 43 1 18 1 1 4 308 6:45 AM 12 172 2 3 136 29 54 0 17 0 0 2 427 7:00 AM 11 157 2 2 143 29 55 1 10 0 0 1 411 7:15 AM 16 220 4 3 157 19 48 0 22 0 0 1 490 7:30 AM 18 258 4 0 205 19 83 1 24 2 1 1 616 7:45 AM 19 368 7 3 212 30 101 0 24 4 2 3 773 8:00 AM 25 305 1 2 199 35 79 1 34 1 1 5 688 8:15 AM 22 350 4 1 200 33 74 2 17 1 1 1 706 8:30 AM 33 287 5 0 238 37 80 2 25 1 1 4 713 8:45 AM 42 314 6 1 248 56 81 1 34 1 2 2 788 9:00 AM 26 272 6 2 161 37 108 3 36 5 0 2 658 9:15 AM 21 258 1 2 201 29 57 3 19 3 2 3 599 Volumes 258 3074 42 20 2194 372 863 15 280 19 11 29 7177 Approach %7.65 91.11 1.24 0.77 84.84 14.39 74.53 1.30 24.18 32.20 18.64 49.15 App/Depart 3374 /3966 2586 /2493 1158 /77 59 /641 Peak Volumes 122 1256 16 4 885 161 314 6 110 4 5 12 2895 Approach %8.75 90.10 1.15 0.38 84.29 15.33 73.02 1.40 25.58 19.05 23.81 57.14 Pk Hr FACTOR:0.9185 AM Pk Hr at: PM 3:30 PM 34 226 1 9 241 40 45 5 29 3 1 0 634 3:45 PM 26 240 2 1 301 49 41 0 27 2 3 3 695 4:00 PM 33 218 4 4 294 65 54 3 32 3 1 3 714 4:15 PM 40 253 3 1 325 69 51 0 26 4 3 3 778 4:30 PM 25 229 5 3 402 67 39 0 32 5 0 4 811 4:45 PM 31 244 4 4 393 52 57 0 34 4 1 4 828 5:00 PM 28 241 2 10 455 80 48 2 35 7 2 6 916 5:15 PM 43 294 0 2 443 82 61 2 31 2 2 4 966 5:30 PM 41 240 3 4 438 109 46 0 38 4 1 2 926 5:45 PM 40 219 1 2 300 80 54 1 23 2 1 0 723 6:00 PM 30 253 1 2 346 88 45 1 41 1 0 1 809 6:15 PM 41 208 1 2 239 66 56 1 38 0 0 3 655 Volumes 412 2865 27 44 4177 847 597 15 386 37 15 33 9455 Approach %12.47 86.71 0.82 0.87 82.42 16.71 59.82 1.50 38.68 43.53 17.65 38.82 App/Depart 3304 /3495 5068 /4600 998 /86 85 /1274 Peak Volumes 143 1019 9 20 1729 323 212 4 138 17 6 16 3636 Approach %12.21 87.02 0.77 0.97 83.45 15.59 59.89 1.13 38.98 43.59 15.38 41.03 Pk Hr FACTOR:0.941 PM Pk Hr at: 0.87 0.94 0.94 0.65 445 0.93 0.86 0.93 0.75 800 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 07/31/13 Carlsbad Cassia Rd.WEDNESDAY 13-1194-009 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 1 1 2 1 1 Capacity 3600 6000 1800 3600 6000 0 3600 2000 1800 3600 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 15 1220 183 47 965 7 13 4 7 253 3 155 Adjusted Hourly Volume 15 1220 183 47 972 0 13 0 7 253 0 158 Utilization Factor 0.00 0.20 0.10 0.01 0.16 0.00 0.00 0.00 0.00 0.07 0.00 0.09 Critical Factors 0.20 0.01 0.00 0.09 ICU Ratio = 0.40 LOS =A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day :Wednesday 2409 Total Name : FDS 1019 1390 Subtotals 2 Sub -7 965 47 Sub - Totals totals totals Totals W E e 16 a s 40 0 13 155 s t 24 4 3 411 t 7 253 0 643 A North A p 232 p p p r r 15 1220 183 Poinsettia Lane 9 Subtotals 1234 1418 Total 2652 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/13 9:00 AM 8:00 AM El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 0 2 1 1 Capacity 3600 6000 1800 3600 6000 0 3600 4000 0 3600 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 15 1091 290 156 1669 17 13 4 3 227 13 61 Adjusted Hourly Volume 15 1091 290 156 1686 0 13 4 7 227 0 74 Utilization Factor 0.00 0.18 0.16 0.04 0.28 0.00 0.00 0.00 0.00 0.06 0.00 0.04 Critical Factors 0.00 0.28 0.00 0.06 ICU Ratio = 0.44 LOS =A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day :Wednesday 3010 Total Name :FDS 1842 1168 Subtotals 3 Sub -17 1669 156 Sub - Totals totals totals Totals W E e 33 a s 53 0 13 61 s t 20 4 13 301 t 3 227 0 748 A North A p 447 p p p r r 15 1091 290 Poinsettia Lane 12 Subtotals 1911 1396 Total 3307 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 2 105 28 5 109 0 2 0 1 36 1 19 308 6:45 AM 0 165 15 6 144 2 2 0 1 36 0 18 389 7:00 AM 4 156 33 8 140 1 3 0 1 65 0 18 429 7:15 AM 3 209 27 5 167 2 3 4 1 56 1 18 496 7:30 AM 3 255 43 13 221 0 6 1 0 80 0 27 649 7:45 AM 3 369 42 11 228 2 3 2 0 77 0 38 775 8:00 AM 4 297 43 11 219 1 6 1 1 64 0 34 681 8:15 AM 4 329 51 6 205 1 0 1 3 64 1 42 707 8:30 AM 3 266 38 11 275 3 3 1 0 67 2 37 706 8:45 AM 4 328 51 19 266 2 4 1 3 58 0 42 778 9:00 AM 1 282 43 16 195 1 2 2 1 54 1 40 638 9:15 AM 2 235 30 10 211 6 6 4 8 31 1 24 568 Volumes 33 2996 444 121 2380 21 40 17 20 688 7 357 7124 Approach %0.95 86.27 12.78 4.80 94.37 0.83 51.95 22.08 25.97 65.40 0.67 33.94 App/Depart 3473 /3393 2522 /3088 77 /582 1052 /61 Peak Volumes 15 1220 183 47 965 7 13 4 7 253 3 155 2872 Approach %1.06 86.04 12.91 4.61 94.70 0.69 54.17 16.67 29.17 61.56 0.73 37.71 Pk Hr FACTOR:0.9229 AM Pk Hr at: PM 3:30 PM 6 249 61 19 248 7 2 3 2 56 4 13 670 3:45 PM 8 249 48 26 303 3 1 1 3 43 2 19 706 4:00 PM 7 270 56 22 304 6 6 1 2 35 0 18 727 4:15 PM 10 261 59 27 320 5 1 0 3 53 2 14 755 4:30 PM 1 249 65 31 408 3 3 1 5 36 4 9 815 4:45 PM 5 260 75 39 377 0 3 0 0 58 0 13 830 5:00 PM 3 263 75 34 467 4 2 3 2 65 6 15 939 5:15 PM 5 288 77 43 394 6 7 0 0 58 3 17 898 5:30 PM 2 280 63 40 431 7 1 1 1 46 4 16 892 5:45 PM 6 254 71 31 288 0 5 0 2 46 6 19 728 6:00 PM 10 255 70 35 342 5 3 0 1 31 1 18 771 6:15 PM 5 247 70 27 265 5 1 0 2 35 4 17 678 Volumes 68 3125 790 374 4147 51 35 10 23 562 36 188 9409 Approach %1.71 78.46 19.83 8.18 90.70 1.12 51.47 14.71 33.82 71.50 4.58 23.92 App/Depart 3983 /3348 4572 /4732 68 /1174 786 /155 Peak Volumes 15 1091 290 156 1669 17 13 4 3 227 13 61 3559 Approach %1.07 78.15 20.77 8.47 90.61 0.92 65.00 20.00 15.00 75.42 4.32 20.27 Pk Hr FACTOR:0.9476 PM Pk Hr at: 0.94 0.91 0.71 0.88 445 0.92 0.88 0.75 0.96 800 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 07/31/13 Carlsbad Poinsettia Ln.WEDNESDAY 13-1194-010 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at Alga Road/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 1 2 2 0 Capacity 3600 6000 1800 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 135 1068 169 53 1047 76 91 126 243 686 318 97 Adjusted Hourly Volume 135 1068 169 53 1123 0 91 126 176 686 415 0 Utilization Factor 0.04 0.18 0.09 0.01 0.19 0.00 0.03 0.03 0.10 0.19 0.10 0.00 Critical Factors 0.04 0.19 0.10 0.19 ICU Ratio =0.62 LOS =B Turning Movements at Intersection of :El Camino Real and Alga Road/ Aviara Parkway Time : to North Approach El Camino Real Date : Day :Wednesday 2434 Total Name :FDS 1176 1258 Subtotals 3 Sub -76 1047 53 Sub - Totals totals totals Totals W E e 530 a s 990 1 91 97 s t 460 126 318 1101 t 243 686 5 1451 A North A p 350 p p p r r Aviara Parkway 135 1068 169 Alga Road 0 Subtotals 1971 1372 Total 3343 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/13 9:00 AM 8:00 AM El Camino Real at Alga Road/ Aviara 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 1 2 2 0 Capacity 3600 6000 1800 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 372 1088 634 219 1441 131 136 357 389 370 328 73 Adjusted Hourly Volume 372 1088 634 219 1572 0 136 357 203 370 401 0 Utilization Factor 0.10 0.18 0.35 0.06 0.26 0.00 0.04 0.09 0.11 0.10 0.10 0.00 Critical Factors 0.35 0.06 0.11 0.10 ICU Ratio =0.72 LOS =C Turning Movements at Intersection of :El Camino Real and Alga Road/ Aviara Parkway Time : to North Approach El Camino Real Date : Day :Wednesday 3098 Total Name :FDS 1791 1307 Subtotals 11 Sub -131 1441 219 Sub - Totals totals totals Totals W E e 830 a s 1712 1 136 73 s t 882 357 328 771 t 389 370 11 1981 A North A p 1210 p p p r r Aviara Parkway 372 1088 634 Alga Road 2 Subtotals 2191 2094 Total 4285 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 7 108 9 4 113 9 10 13 16 102 44 10 445 6:45 AM 17 146 21 7 202 13 12 16 31 149 48 14 676 7:00 AM 13 150 19 10 173 11 8 16 24 104 35 12 575 7:15 AM 15 195 24 8 201 10 16 23 43 183 65 20 803 7:30 AM 32 218 17 11 288 11 11 23 49 155 68 37 920 7:45 AM 32 330 21 18 237 9 27 31 45 174 67 26 1017 8:00 AM 30 259 38 17 282 13 17 29 56 211 109 27 1088 8:15 AM 25 246 34 7 242 16 24 25 67 136 43 16 881 8:30 AM 43 260 45 12 266 13 26 38 54 189 63 27 1036 8:45 AM 37 303 52 17 257 34 24 34 66 150 103 27 1104 9:00 AM 65 271 69 14 185 23 25 33 63 116 90 23 977 9:15 AM 58 219 50 25 217 18 17 23 68 143 71 23 932 Volumes 374 2705 399 150 2663 180 217 304 582 1812 806 262 10454 Approach %10.75 77.77 11.47 5.01 88.97 6.01 19.67 27.56 52.77 62.92 27.99 9.10 App/Depart 3478 /3184 2993 /5057 1103 /853 2880 /1360 Peak Volumes 135 1068 169 53 1047 76 91 126 243 686 318 97 4109 Approach %9.84 77.84 12.32 4.51 89.03 6.46 19.78 27.39 52.83 62.31 28.88 8.81 Pk Hr FACTOR:0.9305 AM Pk Hr at: PM 3:30 PM 78 245 111 24 259 17 22 63 82 82 87 15 1085 3:45 PM 80 266 125 31 240 31 30 69 95 79 63 32 1141 4:00 PM 90 242 130 29 289 16 28 60 97 93 93 14 1181 4:15 PM 69 264 127 33 263 32 19 63 82 113 70 22 1157 4:30 PM 92 276 153 25 335 21 32 89 105 90 68 29 1315 4:45 PM 102 258 157 62 335 40 30 87 89 109 87 21 1377 5:00 PM 98 268 178 41 355 25 46 76 105 79 69 12 1352 5:15 PM 77 318 167 63 391 36 32 99 100 96 73 19 1471 5:30 PM 95 244 132 53 360 30 28 95 95 86 99 21 1338 5:45 PM 85 265 174 29 296 37 21 75 65 73 61 23 1204 6:00 PM 86 268 155 44 272 19 33 89 91 92 53 19 1221 6:15 PM 94 299 168 49 223 32 22 85 63 71 50 28 1184 Volumes 1046 3213 1777 483 3618 336 343 950 1069 1063 873 255 15026 Approach %17.33 53.23 29.44 10.89 81.54 7.57 14.52 40.22 45.26 48.52 39.84 11.64 App/Depart 6036 /3811 4437 /5750 2362 /3210 2191 /2255 Peak Volumes 372 1088 634 219 1441 131 136 357 389 370 328 73 5538 Approach %17.77 51.96 30.28 12.23 80.46 7.31 15.42 40.48 44.10 47.99 42.54 9.47 Pk Hr FACTOR:0.9412 PM Pk Hr at: 0.93 0.91 0.95 0.89 445 0.88 0.94 0.93 0.79 800 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 07/31/13 Carlsbad Alga Rd. - Aviara Pkwy.WEDNESDAY 13-1194-011 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 2 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 216 778 30 95 1107 728 733 302 280 128 531 240 Adjusted Hourly Volume 216 808 0 95 1107 362 733 302 280 128 531 240 Utilization Factor 0.06 0.13 0.00 0.03 0.18 0.20 0.20 0.08 0.16 0.07 0.13 0.13 Critical Factors 0.06 0.20 0.20 0.13 ICU Ratio =0.69 LOS =B Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day :Wednesday 3682 Total Name :FDS 1930 1752 Subtotals 1 Sub -728 1107 95 Sub - Totals totals totals Totals W E e 1474 a s 2789 0 733 240 s t 1315 302 531 899 t 280 128 0 1325 A North A p 426 p p p r r 216 778 30 La Costa Avenue 1 Subtotals 1516 1024 Total 2540 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/13 9:00 AM 8:00 AM El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 2 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 307 1352 108 248 1246 925 855 538 237 140 420 186 Adjusted Hourly Volume 307 1460 0 248 1246 498 855 538 237 140 420 186 Utilization Factor 0.09 0.24 0.00 0.07 0.21 0.28 0.24 0.13 0.13 0.08 0.11 0.10 Critical Factors 0.09 0.28 0.24 0.11 ICU Ratio =0.82 LOS =D Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day :Wednesday 4813 Total Name :FDS 2419 2394 Subtotals 1 Sub -925 1246 248 Sub - Totals totals totals Totals W E e 1648 a s 3278 0 855 186 s t 1630 538 420 746 t 237 140 0 1639 A North A p 893 p p p r r 307 1352 108 La Costa Avenue 4 Subtotals 1627 1767 Total 3394 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 29 64 3 5 77 141 72 34 24 7 107 14 577 6:45 AM 34 103 1 18 126 158 112 51 37 7 120 29 796 7:00 AM 35 74 3 10 125 177 118 40 39 20 149 29 819 7:15 AM 41 114 3 14 197 218 134 51 41 25 140 35 1013 7:30 AM 63 149 2 11 239 172 143 64 55 27 177 55 1157 7:45 AM 46 206 1 20 304 189 197 74 62 27 141 55 1322 8:00 AM 68 186 8 20 241 187 173 58 52 37 138 54 1222 8:15 AM 48 190 8 22 254 169 175 86 79 33 137 76 1277 8:30 AM 58 197 6 24 336 182 169 69 82 30 132 43 1328 8:45 AM 42 205 8 29 276 190 216 89 67 28 124 67 1341 9:00 AM 25 152 75 38 211 151 166 97 50 21 111 47 1144 9:15 AM 52 175 8 31 229 135 153 65 52 34 131 50 1115 Volumes 541 1815 126 242 2615 2069 1828 778 640 296 1607 554 13111 Approach %21.80 73.13 5.08 4.91 53.09 42.00 56.32 23.97 19.72 12.05 65.40 22.55 App/Depart 2482 /4197 4926 /3551 3246 /1146 2457 /4217 Peak Volumes 216 778 30 95 1107 728 733 302 280 128 531 240 5168 Approach %21.09 75.98 2.93 4.92 57.36 37.72 55.74 22.97 21.29 14.24 59.07 26.70 Pk Hr FACTOR:0.9635 AM Pk Hr at: PM 3:30 PM 49 246 53 46 210 160 163 122 69 25 85 47 1275 3:45 PM 55 239 26 33 258 157 166 100 61 40 126 45 1306 4:00 PM 59 356 17 54 236 161 207 130 74 27 113 41 1475 4:15 PM 74 293 20 69 258 172 200 136 64 30 100 40 1456 4:30 PM 75 303 27 43 241 187 210 139 81 33 128 61 1528 4:45 PM 106 336 30 58 290 242 208 132 51 39 96 41 1629 5:00 PM 67 342 22 53 300 214 223 127 53 34 107 41 1583 5:15 PM 73 373 31 77 344 237 215 141 64 31 101 56 1743 5:30 PM 61 301 25 60 312 232 209 138 69 36 116 48 1607 5:45 PM 79 364 82 51 250 183 237 179 61 20 74 46 1626 6:00 PM 65 309 24 56 241 200 211 153 55 37 100 48 1499 6:15 PM 36 314 21 50 173 165 212 123 56 26 85 49 1310 Volumes 799 3776 378 650 3113 2310 2461 1620 758 378 1231 563 18037 Approach %16.13 76.24 7.63 10.70 51.26 38.04 50.86 33.48 15.66 17.40 56.68 25.92 App/Depart 4953 /6800 6073 /4249 4839 /2648 2172 /4340 Peak Volumes 307 1352 108 248 1246 925 855 538 237 140 420 186 6562 Approach %17.37 76.51 6.11 10.25 51.51 38.24 52.45 33.01 14.54 18.77 56.30 24.93 Pk Hr FACTOR:0.9412 PM Pk Hr at: 0.93 0.92 0.97 0.93 445 0.98 0.89 0.88 0.91 800 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 07/31/13 Carlsbad La Costa Ave.WEDNESDAY 13-1194-012 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 33 693 54 75 1342 214 81 58 19 173 228 156 Adjusted Hourly Volume 33 747 0 75 1556 0 81 77 0 173 384 0 Utilization Factor 0.01 0.12 0.00 0.02 0.26 0.00 0.05 0.02 0.00 0.10 0.10 0.00 Critical Factors 0.01 0.26 0.05 0.10 ICU Ratio =0.52 LOS =A Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day :Tuesday 2563 Total Name :FDS 1631 932 Subtotals 2 Sub -214 1342 75 Sub - Totals totals totals Totals W E e 472 a s 630 0 81 156 s t 158 58 228 557 t 19 173 0 742 A North A p 185 p p p r r 33 693 54 Calle Barcelona 3 Subtotals 1537 780 Total 2317 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 9:00 AM 8:00 AM El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 83 1194 248 186 1156 273 275 236 98 99 153 115 Adjusted Hourly Volume 83 1442 0 186 1429 0 275 334 0 99 268 0 Utilization Factor 0.02 0.24 0.00 0.05 0.24 0.00 0.15 0.08 0.00 0.06 0.07 0.00 Critical Factors 0.24 0.05 0.15 0.07 ICU Ratio =0.61 LOS =B Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day :Tuesday 3199 Total Name :FDS 1615 1584 Subtotals 0 Sub -273 1156 186 Sub - Totals totals totals Totals W E e 500 a s 1109 0 275 115 s t 609 236 153 367 t 98 99 0 1037 A North A p 670 p p p r r 83 1194 248 Calle Barcelona 9 Subtotals 1362 1525 Total 2887 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 1 51 4 2 101 16 2 4 2 16 28 10 237 6:45 AM 1 86 8 10 121 36 6 5 2 31 30 21 357 7:00 AM 2 86 5 5 168 35 11 10 5 37 35 18 417 7:15 AM 3 98 5 4 205 24 10 7 3 43 47 27 476 7:30 AM 5 168 8 9 287 45 18 8 5 33 55 26 667 7:45 AM 7 143 7 17 308 55 18 15 4 35 80 36 725 8:00 AM 6 170 13 16 350 46 23 10 4 36 56 39 769 8:15 AM 10 142 14 22 325 42 12 12 2 43 55 38 717 8:30 AM 9 194 5 9 297 51 17 22 3 45 57 39 748 8:45 AM 8 187 22 28 370 75 29 14 10 49 60 40 892 9:00 AM 11 169 21 9 224 41 30 19 11 28 36 28 627 9:15 AM 8 188 23 17 269 52 31 24 14 25 41 33 725 Volumes 71 1682 135 148 3025 518 207 150 65 421 580 355 7357 Approach %3.76 89.09 7.15 4.01 81.96 14.03 49.05 35.55 15.40 31.05 42.77 26.18 App/Depart 1888 /2244 3691 /3511 422 /433 1356 /1169 Peak Volumes 33 693 54 75 1342 214 81 58 19 173 228 156 3126 Approach %4.23 88.85 6.92 4.60 82.28 13.12 51.27 36.71 12.03 31.06 40.93 28.01 Pk Hr FACTOR:0.8761 AM Pk Hr at: PM 3:30 PM 29 239 41 28 263 57 59 50 28 25 45 23 887 3:45 PM 19 316 49 35 295 69 65 69 36 18 24 20 1015 4:00 PM 14 280 66 38 234 62 70 37 16 29 25 19 890 4:15 PM 34 287 43 20 271 61 78 50 39 23 35 31 972 4:30 PM 21 299 49 43 302 67 47 43 30 26 25 23 975 4:45 PM 19 294 49 38 296 57 76 45 21 24 29 16 964 5:00 PM 18 331 70 42 265 56 79 51 33 26 35 42 1048 5:15 PM 18 278 54 48 299 64 74 56 31 18 44 28 1012 5:30 PM 25 344 62 41 267 71 69 68 20 24 46 27 1064 5:45 PM 22 241 62 55 325 82 53 61 14 31 28 18 992 6:00 PM 15 282 66 27 246 58 77 52 25 15 34 24 921 6:15 PM 9 210 59 46 216 63 73 57 19 24 48 19 843 Volumes 243 3401 670 461 3279 767 820 639 312 283 418 290 11583 Approach %5.63 78.84 15.53 10.23 72.75 17.02 46.30 36.08 17.62 28.56 42.18 29.26 App/Depart 4314 /4511 4507 /3874 1771 /1770 991 /1428 Peak Volumes 83 1194 248 186 1156 273 275 236 98 99 153 115 4116 Approach %5.44 78.30 16.26 11.52 71.58 16.90 45.16 38.75 16.09 26.98 41.69 31.34 Pk Hr FACTOR:0.9671 PM Pk Hr at: 0.88 0.87 0.93 0.89 500 0.90 0.86 0.75 0.93 800 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 07/30/13 Carlsbad Calle Barcelona TUESDAY 13-1194-013 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Palomar Airport Road at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 2 0 1 1 1 0 1 1 1 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 33 52 174 163 51 26 26 257 50 318 174 328 Adjusted Hourly Volume 33 52 174 214 0 26 26 307 0 318 174 328 Utilization Factor 0.02 0.03 0.10 0.06 0.00 0.01 0.01 0.15 0.00 0.18 0.09 0.18 Critical Factors 0.10 0.06 0.15 0.18 ICU Ratio =0.59 LOS =A Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day :Thursday 647 Total Name :FDS 240 407 Subtotals 1 Sub -26 51 163 Sub - Totals totals totals Totals W E e 233 a s 566 0 26 328 s t 333 257 174 820 t 50 318 0 1413 A North A p 593 p p p r r 33 52 174 Palomar Airport Road 0 Subtotals 419 259 Total 678 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 9:30 AM 8:30 AM Palomar Airport Road at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 2 0 1 1 1 0 1 1 1 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 80 120 423 281 182 107 44 283 46 318 494 386 Adjusted Hourly Volume 80 120 423 463 0 107 44 329 0 318 494 386 Utilization Factor 0.04 0.06 0.24 0.13 0.00 0.06 0.02 0.16 0.00 0.18 0.25 0.21 Critical Factors 0.24 0.13 0.16 0.18 ICU Ratio =0.81 LOS =D Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day :Thursday 1121 Total Name :FDS 570 551 Subtotals 1 Sub -107 182 281 Sub - Totals totals totals Totals W E e 681 a s 1054 0 44 386 s t 373 283 494 1198 t 46 318 0 2184 A North A p 986 p p p r r 80 120 423 Palomar Airport Road 0 Subtotals 546 623 Total 1169 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 1 2 11 21 5 2 7 39 9 62 22 28 209 6:45 AM 2 7 16 28 8 5 7 57 10 79 30 24 273 7:00 AM 3 13 27 23 15 4 5 46 14 61 42 28 281 7:15 AM 1 13 26 31 30 3 8 44 7 68 61 60 352 7:30 AM 6 6 28 34 19 6 8 54 15 87 61 63 387 7:45 AM 12 12 27 26 22 6 16 71 15 90 40 67 404 8:00 AM 4 9 39 42 16 10 10 59 12 78 66 74 419 8:15 AM 9 13 29 33 11 9 10 53 10 63 40 59 339 8:30 AM 8 12 44 35 17 8 10 80 13 85 49 74 435 8:45 AM 9 11 37 39 9 8 5 69 21 92 51 87 438 9:00 AM 7 14 42 46 13 6 7 44 12 65 38 94 388 9:15 AM 9 15 51 43 12 4 4 64 4 76 36 73 391 Volumes 71 127 377 401 177 71 97 680 142 906 536 731 4316 Approach %12.35 22.09 65.57 61.79 27.27 10.94 10.55 73.99 15.45 41.69 24.67 33.64 App/Depart 575 /955 649 /1225 919 /1458 2173 /678 Peak Volumes 33 52 174 163 51 26 26 257 50 318 174 328 1652 Approach %12.74 20.08 67.18 67.92 21.25 10.83 7.81 77.18 15.02 38.78 21.22 40.00 Pk Hr FACTOR:0.9429 AM Pk Hr at: PM 3:30 PM 8 19 55 69 19 8 7 73 11 76 86 61 492 3:45 PM 12 16 67 63 33 18 1 60 9 67 96 50 492 4:00 PM 10 21 68 75 21 15 6 64 14 68 110 64 536 4:15 PM 15 24 71 50 30 15 8 52 11 84 116 57 533 4:30 PM 21 25 114 75 18 12 9 64 6 48 103 84 579 4:45 PM 23 18 93 76 34 13 10 64 7 60 109 73 580 5:00 PM 18 33 119 88 42 30 16 89 10 80 102 99 726 5:15 PM 23 26 109 58 47 18 5 73 15 88 142 104 708 5:30 PM 23 30 108 57 50 31 9 63 13 71 135 84 674 5:45 PM 16 31 87 78 43 28 14 58 8 79 115 99 656 6:00 PM 14 12 89 88 18 25 11 56 6 67 147 100 633 6:15 PM 10 18 66 72 14 16 17 61 11 36 71 71 463 Volumes 193 273 1046 849 369 229 113 777 121 824 1332 946 7072 Approach %12.76 18.06 69.18 58.67 25.50 15.83 11.18 76.85 11.97 26.56 42.94 30.50 App/Depart 1512 /1332 1447 /1314 1011 /2672 3102 /1754 Peak Volumes 80 120 423 281 182 107 44 283 46 318 494 386 2764 Approach %12.84 19.26 67.90 49.30 31.93 18.77 11.80 75.87 12.33 26.54 41.24 32.22 Pk Hr FACTOR:0.9518 PM Pk Hr at: Avenida Encinas 07/11/13 Carlsbad Palomar Airport Rd.THURSDAY 13-1194-014 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.92 0.89 0.81 0.90 500 0.86 0.92 0.81 0.89 830 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 1 Free-flow Lane Settings 2 1 1 2 1 1 2 3 0 2 4 1 Capacity 3600 2000 1800 3600 2000 1800 3600 6000 0 3600 8000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 171 74 144 100 49 94 124 2301 124 86 778 144 Adjusted Hourly Volume 171 0 218 100 0 143 124 2425 0 86 778 94 Utilization Factor 0.05 0.00 0.12 0.03 0.00 0.08 0.03 0.40 0.00 0.02 0.10 0.05 Critical Factors 0.12 0.03 0.40 0.02 ICU Ratio =0.67 LOS =B Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Thursday 582 Total Name :FDS 243 339 Subtotals 0 Sub -94 49 100 Sub - Totals totals totals Totals W E e 1046 a s 3595 3 124 144 s t 2549 2301 778 1008 t 124 86 0 3553 A North A p 2545 p p p r r 171 74 144 Palomar Airport Road 0 Subtotals 259 389 Total 648 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 8:45 AM 7:45 AM Palomar Airport Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 1 Free-flow Lane Settings 2 1 1 2 1 1 2 3 0 2 4 1 Capacity 3600 2000 1800 3600 2000 1800 3600 6000 0 3600 8000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 267 134 138 276 140 258 278 1288 184 326 2241 193 Adjusted Hourly Volume 267 0 272 276 0 398 278 1472 0 326 2241 55 Utilization Factor 0.07 0.00 0.15 0.08 0.00 0.22 0.08 0.25 0.00 0.09 0.28 0.03 Critical Factors 0.07 0.22 0.08 0.28 ICU Ratio =0.75 LOS =C Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Thursday 1272 Total Name :FDS 674 598 Subtotals 0 Sub -258 140 276 Sub - Totals totals totals Totals W E e 2773 a s 4523 7 278 193 s t 1750 1288 2241 2760 t 184 326 48 4510 A North A p 1750 p p p r r 267 134 138 Palomar Airport Road 0 Subtotals 602 539 Total 1141 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 27 12 13 5 5 4 14 294 15 7 185 11 592 6:45 AM 18 10 21 8 3 10 15 437 24 10 178 27 761 7:00 AM 33 13 12 15 13 15 28 359 28 15 184 16 731 7:15 AM 26 22 24 13 5 7 25 483 23 17 171 31 847 7:30 AM 48 24 28 13 15 7 37 565 24 25 203 37 1026 7:45 AM 41 22 38 29 10 18 31 684 27 18 179 41 1138 8:00 AM 38 10 32 26 14 20 31 549 36 25 199 37 1017 8:15 AM 48 21 32 21 9 19 29 538 28 17 179 39 980 8:30 AM 44 21 42 24 16 37 33 530 33 26 221 27 1054 8:45 AM 49 25 44 32 11 30 52 518 43 30 245 20 1099 9:00 AM 45 25 30 15 15 25 43 433 32 24 217 33 937 9:15 AM 39 18 28 46 18 35 43 410 29 35 221 33 955 Volumes 456 223 344 247 134 227 381 5800 342 249 2382 352 11137 Approach %44.57 21.80 33.63 40.63 22.04 37.34 5.84 88.92 5.24 8.35 79.85 11.80 App/Depart 1023 /956 608 /725 6523 /6391 2983 /3065 Peak Volumes 171 74 144 100 49 94 124 2301 124 86 778 144 4189 Approach %43.96 19.02 37.02 41.15 20.16 38.68 4.86 90.27 4.86 8.53 77.18 14.29 Pk Hr FACTOR:0.9203 AM Pk Hr at: PM 3:30 PM 49 19 38 53 30 85 68 287 33 39 442 41 1184 3:45 PM 53 30 33 59 22 80 65 331 43 62 523 48 1349 4:00 PM 62 37 38 69 19 71 64 291 44 63 451 39 1248 4:15 PM 43 23 38 64 21 72 72 305 36 46 540 54 1314 4:30 PM 23 52 39 42 32 58 57 313 39 65 443 48 1211 4:45 PM 43 39 35 60 18 59 68 271 49 62 576 38 1318 5:00 PM 77 27 45 81 28 59 65 357 41 67 532 26 1405 5:15 PM 64 28 36 64 45 74 67 310 52 95 628 59 1522 5:30 PM 64 28 28 75 32 64 80 308 52 88 579 52 1450 5:45 PM 62 51 29 56 35 61 66 313 39 76 502 56 1346 6:00 PM 62 44 28 53 31 71 63 272 43 76 558 47 1348 6:15 PM 54 20 33 61 15 53 76 330 28 50 425 52 1197 Volumes 656 398 420 737 328 807 811 3688 499 789 6199 560 15892 Approach %44.50 27.00 28.49 39.37 17.52 43.11 16.23 73.79 9.98 10.45 82.13 7.42 App/Depart 1474 /1769 1872 /1616 4998 /4845 7548 /7662 Peak Volumes 267 134 138 276 140 258 278 1288 184 326 2241 193 5723 Approach %49.54 24.86 25.60 40.95 20.77 38.28 15.89 73.60 10.51 11.81 81.20 6.99 Pk Hr FACTOR:0.94 PM Pk Hr at: 0.90 0.92 0.94 0.88 500 0.91 0.79 0.86 0.92 745 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Paseo del Norte 07/11/13 Carlsbad Palomar Airport Rd.THURSDAY 13-1194-015 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Road at Armada 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 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 2 0 2 2 1 1 2 3 1 1 3 1 Capacity 3600 0 3600 3600 2000 1800 3600 6000 1800 1800 6000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 71 7 60 39 13 20 140 2274 94 39 768 92 Adjusted Hourly Volume 71 0 67 39 13 20 140 2274 59 39 768 73 Utilization Factor 0.02 0.00 0.02 0.01 0.01 0.01 0.04 0.38 0.03 0.02 0.13 0.04 Critical Factors 0.02 0.01 0.38 0.02 ICU Ratio =0.53 LOS =A Turning Movements at Intersection of :Palomar Airport Road and Armada Drive Time : to North Approach Armada Drive Date : Day :Thursday 299 Total Name :FDS 72 227 Subtotals 0 Sub -20 13 39 Sub - Totals totals totals Totals W E e 871 a s 3379 12 140 92 s t 2508 2274 768 899 t 94 39 1 3273 A North A p 2374 p p p r r 71 7 60 Palomar Airport Road 0 Subtotals 145 138 Total 283 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 8:30 AM 7:30 AM Palomar Airport Road at Armada Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 2 0 2 2 1 1 2 3 1 1 3 1 Capacity 3600 0 3600 3600 2000 1800 3600 6000 1800 1800 6000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 370 45 220 141 49 187 133 1254 118 231 2223 88 Adjusted Hourly Volume 370 0 265 141 49 187 133 1254 0 231 2223 18 Utilization Factor 0.10 0.00 0.07 0.04 0.02 0.10 0.04 0.21 0.00 0.13 0.37 0.01 Critical Factors 0.10 0.10 0.04 0.37 ICU Ratio =0.71 LOS =C Turning Movements at Intersection of :Palomar Airport Road and Armada Drive Time : to North Approach Armada Drive Date : Day :Thursday 640 Total Name :FDS 377 263 Subtotals 0 Sub -187 49 141 Sub - Totals totals totals Totals W E e 2783 a s 4288 3 133 88 s t 1505 1254 2223 2542 t 118 231 3 4160 A North A p 1618 p p p r r 370 45 220 Palomar Airport Road 0 Subtotals 395 635 Total 1030 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 14 20 7 3 1 0 16 282 15 1 185 17 561 6:45 AM 27 5 27 3 4 3 20 381 25 11 220 38 764 7:00 AM 24 1 21 6 5 1 26 325 21 9 139 16 594 7:15 AM 5 1 20 8 2 2 28 374 74 11 183 10 718 7:30 AM 19 3 24 7 2 4 26 555 24 12 198 20 894 7:45 AM 12 0 10 6 4 2 36 676 20 13 199 19 997 8:00 AM 20 1 14 13 3 4 38 515 30 4 148 23 813 8:15 AM 20 3 12 13 4 10 40 528 20 10 223 30 913 8:30 AM 23 0 8 16 1 11 46 489 28 8 132 12 774 8:45 AM 15 0 13 18 2 7 39 518 27 13 224 26 902 9:00 AM 17 1 18 16 4 15 29 405 28 20 239 23 815 9:15 AM 15 5 13 11 6 11 59 373 37 24 206 14 774 Volumes 211 40 187 120 38 70 403 5421 349 136 2296 248 9519 Approach %48.17 9.13 42.69 52.63 16.67 30.70 6.53 87.82 5.65 5.07 85.67 9.25 App/Depart 438 /691 228 /523 6173 /5728 2680 /2577 Peak Volumes 71 7 60 39 13 20 140 2274 94 39 768 92 3617 Approach %51.45 5.07 43.48 54.17 18.06 27.78 5.58 90.67 3.75 4.34 85.43 10.23 Pk Hr FACTOR:0.907 AM Pk Hr at: PM 3:30 PM 100 14 66 34 15 41 44 279 25 69 339 14 1040 3:45 PM 103 17 45 23 11 30 45 255 39 72 407 14 1061 4:00 PM 78 16 52 39 16 43 37 259 46 59 400 10 1055 4:15 PM 108 12 61 31 13 30 29 267 43 66 379 9 1048 4:30 PM 92 10 53 55 8 38 37 303 32 45 439 9 1121 4:45 PM 105 10 62 43 10 52 42 254 25 67 449 8 1127 5:00 PM 71 9 46 43 9 48 19 331 39 66 544 16 1241 5:15 PM 121 13 65 34 10 52 36 323 21 54 518 28 1275 5:30 PM 84 10 50 26 16 42 38 290 24 52 555 22 1209 5:45 PM 94 13 59 38 14 45 40 310 34 59 606 22 1334 6:00 PM 97 10 49 24 8 34 32 216 29 53 526 20 1098 6:15 PM 86 12 38 18 5 30 42 292 41 49 472 18 1103 Volumes 1139 146 646 408 135 485 441 3379 398 711 5634 190 13712 Approach %58.98 7.56 33.45 39.69 13.13 47.18 10.46 80.11 9.44 10.88 86.21 2.91 App/Depart 1931 /777 1028 /1244 4218 /4433 6535 /7258 Peak Volumes 370 45 220 141 49 187 133 1254 118 231 2223 88 5059 Approach %58.27 7.09 34.65 37.40 13.00 49.60 8.84 83.32 7.84 9.09 87.45 3.46 Pk Hr FACTOR:0.9481 PM Pk Hr at: 0.80 0.94 0.97 0.93 500 0.75 0.67 0.86 0.85 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Armada Dr./Costco Entrance 07/11/13 Carlsbad Palomar Airport Rd.THURSDAY 13-1194-016 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Road at College Boulevard/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 2 2 1 1 1 1 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 2000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 182 317 215 37 135 167 577 1564 111 110 807 66 Adjusted Hourly Volume 182 317 215 37 135 0 577 1564 111 110 807 66 Utilization Factor 0.05 0.08 0.12 0.02 0.07 0.00 0.16 0.26 0.06 0.03 0.13 0.04 Critical Factors 0.12 0.02 0.16 0.13 ICU Ratio =0.53 LOS =A Turning Movements at Intersection of :Palomar Airport Road and College Boulevard/ Aviara Parkway Time : to North Approach College Boulevard/ Aviara Parkway Date : Day :Tuesday 1299 Total Name :FDS 339 960 Subtotals 0 Sub -167 135 37 Sub - Totals totals totals Totals W E e 1156 a s 3408 0 577 66 s t 2252 1564 807 983 t 111 110 1 2800 A North A p 1817 p p p r r 182 317 215 Palomar Airport Road 0 Subtotals 355 714 Total 1069 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 8:30 AM 7:30 AM Palomar Airport Road at College Boulevard/ Aviara 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 2 2 1 1 1 1 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 2000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 166 145 116 21 381 535 140 1161 288 259 1576 63 Adjusted Hourly Volume 166 145 116 21 381 465 140 1161 288 259 1576 63 Utilization Factor 0.05 0.04 0.06 0.01 0.19 0.26 0.04 0.19 0.16 0.07 0.26 0.04 Critical Factors 0.05 0.26 0.04 0.26 ICU Ratio =0.71 LOS =C Turning Movements at Intersection of :Palomar Airport Road and College Boulevard/ Aviara Parkway Time : to North Approach College Boulevard/ Aviara Parkway Date : Day :Tuesday 1286 Total Name :FDS 937 349 Subtotals 1 Sub -535 381 21 Sub - Totals totals totals Totals W E e 2276 a s 3865 0 140 63 s t 1589 1161 1576 1898 t 288 259 1 3196 A North A p 1298 p p p r r 166 145 116 Palomar Airport Road 1 Subtotals 928 427 Total 1355 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 28 20 20 5 17 35 63 217 17 17 143 2 584 6:45 AM 27 27 30 10 15 40 94 259 13 30 205 7 757 7:00 AM 18 26 34 10 25 22 69 277 24 21 195 7 728 7:15 AM 41 55 36 6 47 32 142 334 31 21 192 9 946 7:30 AM 51 71 55 16 33 33 124 357 25 28 218 10 1021 7:45 AM 45 78 63 11 35 36 167 454 20 30 214 9 1162 8:00 AM 51 90 52 5 40 48 159 392 31 24 176 10 1078 8:15 AM 35 78 45 5 27 50 127 361 35 28 199 37 1027 8:30 AM 38 67 75 10 23 47 145 304 22 16 111 5 863 8:45 AM 45 96 53 8 50 51 131 307 29 24 185 6 985 9:00 AM 33 39 47 7 29 33 134 311 33 30 215 10 921 9:15 AM 48 58 38 4 23 34 103 261 29 27 205 7 837 Volumes 460 705 548 97 364 461 1458 3834 309 296 2258 119 10909 Approach %26.85 41.16 31.99 10.52 39.48 50.00 26.03 68.45 5.52 11.07 84.47 4.45 App/Depart 1713 /2282 922 /969 5601 /4479 2673 /3179 Peak Volumes 182 317 215 37 135 167 577 1564 111 110 807 66 4288 Approach %25.49 44.40 30.11 10.91 39.82 49.26 25.62 69.45 4.93 11.19 82.10 6.71 Pk Hr FACTOR:0.9225 AM Pk Hr at: PM 3:30 PM 42 33 29 8 44 100 23 241 44 45 319 15 943 3:45 PM 34 22 24 11 47 89 40 291 67 30 366 15 1036 4:00 PM 38 39 32 8 74 112 32 261 62 31 350 24 1063 4:15 PM 39 33 32 5 65 91 54 287 55 63 310 11 1045 4:30 PM 51 37 38 4 80 112 29 276 73 31 377 16 1124 4:45 PM 29 29 27 1 68 109 40 264 78 55 369 9 1078 5:00 PM 44 45 33 8 112 130 36 340 74 71 489 29 1411 5:15 PM 49 41 20 5 123 160 33 233 85 62 388 16 1215 5:30 PM 44 30 36 7 78 136 31 324 51 71 330 9 1147 5:45 PM 46 21 38 2 92 128 32 276 57 64 295 8 1059 6:00 PM 34 25 37 6 56 117 30 246 58 60 311 6 986 6:15 PM 48 27 29 3 50 113 27 232 60 36 265 4 894 Volumes 498 382 375 68 889 1397 407 3271 764 619 4169 162 13001 Approach %39.68 30.44 29.88 2.89 37.77 59.35 9.16 73.64 17.20 12.51 84.22 3.27 App/Depart 1255 /951 2354 /2272 4442 /3714 4950 /6064 Peak Volumes 166 145 116 21 381 535 140 1161 288 259 1576 63 4851 Approach %38.88 33.96 27.17 2.24 40.66 57.10 8.81 73.06 18.12 13.65 83.03 3.32 Pk Hr FACTOR:0.8595 PM Pk Hr at: 0.88 0.81 0.88 0.81 445 0.92 0.91 0.88 0.93 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND College Blvd. / Aviara Pkwy.07/23/13 Carlsbad Palomar Airport Rd.TUESDAY 13-1194-017 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Palomar Airport Road at Yarrow 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 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config -(left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 0 0 1 3 0 1 3 0 Capacity 1800 2000 1800 1800 0 0 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 45 9 49 19 3 13 46 1044 126 237 1288 84 Adjusted Hourly Volume 45 9 49 35 0 0 46 1170 0 237 1372 0 Utilization Factor 0.03 0.00 0.03 0.02 0.00 0.00 0.03 0.20 0.00 0.13 0.23 0.00 Critical Factors 0.03 0.02 0.20 0.13 ICU Ratio =0.48 LOS =A Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day :Tuesday 173 Total Name :FDS 35 138 Subtotals 0 Sub -13 3 19 Sub - Totals totals totals Totals W E e 1347 a s 2563 1 46 84 s t 1216 1044 1288 1609 t 126 237 11 2732 A North A p 1123 p p p r r 45 9 49 Palomar Airport Road 0 Subtotals 355 103 Total 458 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 8:30 AM 7:30 AM Palomar Airport Road at Yarrow Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config -(left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 0 0 1 3 0 1 3 0 Capacity 1800 2000 1800 1800 0 0 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 132 7 256 52 11 37 30 1519 47 115 1143 33 Adjusted Hourly Volume 132 7 256 100 0 0 30 1566 0 115 1176 0 Utilization Factor 0.07 0.00 0.14 0.06 0.00 0.00 0.02 0.26 0.00 0.06 0.20 0.00 Critical Factors 0.14 0.06 0.26 0.06 ICU Ratio =0.62 LOS =B Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day :Tuesday 167 Total Name :FDS 100 67 Subtotals 0 Sub -37 11 52 Sub - Totals totals totals Totals W E e 1315 a s 2911 3 30 33 s t 1596 1519 1143 1291 t 47 115 38 3156 A North A p 1865 p p p r r 132 7 256 Palomar Airport Road 0 Subtotals 135 395 Total 530 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 7 2 14 1 0 2 2 116 15 51 273 7 490 6:45 AM 3 0 14 0 0 2 8 169 25 75 297 10 603 7:00 AM 4 1 3 1 0 4 12 183 19 53 276 11 567 7:15 AM 9 0 11 1 0 6 6 190 27 58 321 11 640 7:30 AM 9 2 11 3 1 5 14 257 19 38 336 18 713 7:45 AM 13 3 15 5 0 3 13 284 38 91 387 21 873 8:00 AM 12 2 11 4 2 3 13 268 28 57 268 23 691 8:15 AM 11 2 12 7 0 2 6 235 41 51 297 22 686 8:30 AM 11 2 16 7 2 6 9 217 23 34 182 16 525 8:45 AM 8 2 9 9 1 7 5 222 26 45 322 20 676 9:00 AM 10 2 6 8 0 4 10 201 31 51 218 12 553 9:15 AM 26 1 10 5 4 8 10 183 21 37 236 16 557 Volumes 123 19 132 51 10 52 108 2525 313 641 3413 187 7574 Approach %44.89 6.93 48.18 45.13 8.85 46.02 3.67 85.71 10.62 15.11 80.48 4.41 App/Depart 274 /314 113 /964 2946 /2708 4241 /3588 Peak Volumes 45 9 49 19 3 13 46 1044 126 237 1288 84 2963 Approach %43.69 8.74 47.57 54.29 8.57 37.14 3.78 85.86 10.36 14.73 80.05 5.22 Pk Hr FACTOR:0.8485 AM Pk Hr at: PM 3:30 PM 21 1 64 10 2 12 7 291 8 30 269 14 729 3:45 PM 18 1 32 18 3 10 6 339 20 29 234 14 724 4:00 PM 30 1 41 20 5 14 7 371 19 25 253 9 795 4:15 PM 13 2 38 12 4 11 4 372 14 38 246 8 762 4:30 PM 40 0 83 14 6 8 7 353 12 37 272 7 839 4:45 PM 24 4 43 10 2 7 9 365 15 38 280 11 808 5:00 PM 39 0 86 16 1 9 9 454 8 21 284 9 936 5:15 PM 29 3 44 12 2 13 5 347 12 19 307 6 799 5:30 PM 32 0 50 12 1 8 11 346 12 12 232 11 727 5:45 PM 26 0 29 20 4 9 11 326 17 18 250 7 717 6:00 PM 25 0 31 10 3 8 10 327 13 13 232 8 680 6:15 PM 20 0 11 11 3 6 8 282 9 9 212 7 578 Volumes 317 12 552 165 36 115 94 4173 159 289 3071 111 9094 Approach %35.98 1.36 62.66 52.22 11.39 36.39 2.12 94.28 3.59 8.33 88.48 3.20 App/Depart 881 /217 316 /484 4426 /4890 3471 /3503 Peak Volumes 132 7 256 52 11 37 30 1519 47 115 1143 33 3382 Approach %33.42 1.77 64.81 52.00 11.00 37.00 1.88 95.18 2.94 8.91 88.54 2.56 Pk Hr FACTOR:0.9033 PM Pk Hr at: 0.79 0.89 0.85 0.97 430 0.83 0.97 0.91 0.81 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Yarrow Dr.07/23/13 Carlsbad Palomar Airport Rd.TUESDAY 13-1194-018 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Road at W. Loker Avenue/ Innovation Way Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 1 1 3 0 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 45 66 10 30 16 74 256 1083 178 70 2125 124 Adjusted Hourly Volume 45 66 10 30 16 74 256 1083 156 70 2249 0 Utilization Factor 0.03 0.03 0.01 0.02 0.01 0.04 0.14 0.18 0.09 0.04 0.37 0.00 Critical Factors 0.03 0.04 0.14 0.37 ICU Ratio =0.68 LOS =B Turning Movements at Intersection of :Palomar Airport Road and W. Loker Avenue/ Innovation Way Time : to North Approach W. Loker Avenue/ Innovation Way Date : Day :Wednesday 563 Total Name :FDS 120 443 Subtotals 0 Sub -74 16 30 Sub - Totals totals totals Totals W E e 2247 a s 3764 3 256 124 s t 1517 1083 2125 2319 t 178 70 2 3444 A North A p 1125 p p p r r 45 66 10 Palomar Airport Road 0 Subtotals 262 121 Total 383 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/13 8:15 AM 7:15 AM Palomar Airport Road at W. Loker Avenue/ Innovation Way Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 1 1 3 0 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 58 15 89 87 56 269 91 2329 145 26 1435 54 Adjusted Hourly Volume 58 15 89 87 56 269 91 2329 116 26 1489 0 Utilization Factor 0.03 0.01 0.05 0.05 0.03 0.15 0.05 0.39 0.06 0.01 0.25 0.00 Critical Factors 0.03 0.15 0.39 0.01 ICU Ratio =0.68 LOS =B Turning Movements at Intersection of :Palomar Airport Road and W. Loker Avenue/ Innovation Way Time : to North Approach W. Loker Avenue/ Innovation Way Date : Day :Wednesday 569 Total Name :FDS 412 157 Subtotals 0 Sub -269 56 87 Sub - Totals totals totals Totals W E e 1765 a s 4330 3 91 54 s t 2565 2329 1435 1515 t 145 26 3 4023 A North A p 2508 p p p r r 58 15 89 Palomar Airport Road 0 Subtotals 224 162 Total 386 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 6 6 2 2 2 15 29 180 21 12 470 18 763 6:45 AM 5 13 2 1 6 22 51 181 19 13 450 20 783 7:00 AM 7 12 0 3 6 16 41 216 23 16 481 20 841 7:15 AM 6 33 2 2 5 17 64 220 47 18 508 28 950 7:30 AM 9 11 3 12 6 17 56 290 37 14 575 21 1051 7:45 AM 21 15 4 5 1 19 90 297 49 19 523 32 1075 8:00 AM 9 7 1 11 4 21 46 276 45 19 519 43 1001 8:15 AM 8 29 6 10 7 18 60 273 29 10 434 34 918 8:30 AM 10 18 2 7 6 28 60 257 25 11 535 31 990 8:45 AM 10 18 6 6 4 22 54 239 28 19 436 37 879 9:00 AM 4 13 4 12 2 24 60 233 15 13 364 23 767 9:15 AM 5 6 9 12 11 30 51 254 17 8 382 26 811 Volumes 100 181 41 83 60 249 662 2916 355 172 5677 333 10829 Approach %31.06 56.21 12.73 21.17 15.31 63.52 16.83 74.14 9.03 2.78 91.83 5.39 App/Depart 322 /1176 392 /587 3933 /3040 6182 /6026 Peak Volumes 45 66 10 30 16 74 256 1083 178 70 2125 124 4077 Approach %37.19 54.55 8.26 25.00 13.33 61.67 16.88 71.39 11.73 3.02 91.63 5.35 Pk Hr FACTOR:0.9481 AM Pk Hr at: PM 3:30 PM 10 9 17 21 3 56 24 445 34 10 328 23 980 3:45 PM 9 4 8 18 16 38 32 363 22 5 338 13 866 4:00 PM 15 3 17 20 13 44 31 535 21 7 304 10 1020 4:15 PM 14 20 15 22 7 49 28 489 32 8 322 12 1018 4:30 PM 12 6 17 25 11 69 31 480 25 7 307 15 1005 4:45 PM 14 5 16 24 15 49 24 583 23 10 366 15 1144 5:00 PM 15 2 29 22 19 88 19 579 44 8 366 13 1204 5:15 PM 21 2 26 23 8 66 20 622 39 6 360 12 1205 5:30 PM 8 6 18 18 14 66 28 545 39 2 343 14 1101 5:45 PM 12 3 6 20 10 52 5 478 43 5 286 13 933 6:00 PM 9 2 10 19 6 48 24 447 33 10 349 16 973 6:15 PM 3 1 5 15 3 44 11 422 34 5 249 11 803 Volumes 142 63 184 247 125 669 277 5988 389 83 3918 167 12252 Approach %36.50 16.20 47.30 23.73 12.01 64.27 4.16 89.99 5.85 1.99 94.00 4.01 App/Depart 389 /507 1041 /597 6654 /6419 4168 /4729 Peak Volumes 58 15 89 87 56 269 91 2329 145 26 1435 54 4654 Approach %35.80 9.26 54.94 21.12 13.59 65.29 3.55 90.80 5.65 1.72 94.72 3.56 Pk Hr FACTOR:0.9656 PM Pk Hr at: 0.83 0.80 0.94 0.97 445 0.74 0.83 0.87 0.95 715 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Loker Ave. West/Innovation 07/24/13 Carlsbad Palomar Airport Rd.WEDNESDAY 13-1194-019 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Road at El Fuerte Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 1 1 2 2 0 2 3 1 2 3 0 Capacity 3600 2000 1800 3600 4000 0 3600 6000 1800 3600 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 130 98 120 35 40 21 125 1032 95 275 2026 93 Adjusted Hourly Volume 130 98 120 35 61 0 125 1032 95 275 2119 0 Utilization Factor 0.04 0.05 0.07 0.01 0.02 0.00 0.03 0.17 0.05 0.08 0.35 0.00 Critical Factors 0.07 0.01 0.03 0.35 ICU Ratio =0.56 LOS =A Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day :Wednesday 409 Total Name :FDS 96 313 Subtotals 0 Sub -21 40 35 Sub - Totals totals totals Totals W E e 2180 a s 3432 3 125 93 s t 1252 1032 2026 2394 t 95 275 40 3621 A North A p 1227 p p p r r 130 98 120 Palomar Airport Road 0 Subtotals 370 348 Total 718 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/13 8:45 AM 7:45 AM Palomar Airport Road at El Fuerte Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 1 1 2 2 0 2 3 1 2 3 0 Capacity 3600 2000 1800 3600 4000 0 3600 6000 1800 3600 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 161 63 259 199 119 33 26 2392 268 368 1147 10 Adjusted Hourly Volume 161 63 259 199 152 0 26 2392 268 368 1157 0 Utilization Factor 0.04 0.03 0.14 0.06 0.04 0.00 0.01 0.40 0.15 0.10 0.19 0.00 Critical Factors 0.14 0.06 0.40 0.10 ICU Ratio =0.80 LOS =C Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day :Wednesday 450 Total Name :FDS 351 99 Subtotals 0 Sub -33 119 199 Sub - Totals totals totals Totals W E e 1341 a s 4027 0 26 10 s t 2686 2392 1147 1525 t 268 368 39 4414 A North A p 2889 p p p r r 161 63 259 Palomar Airport Road 0 Subtotals 716 483 Total 1199 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 10 9 11 4 2 1 10 108 6 26 429 12 628 6:45 AM 18 15 10 2 5 0 17 193 11 40 494 15 820 7:00 AM 17 12 16 9 6 1 12 164 8 46 478 27 796 7:15 AM 15 14 25 5 6 5 20 231 11 44 488 29 893 7:30 AM 33 13 14 3 4 6 17 233 21 46 567 24 981 7:45 AM 34 29 27 8 8 9 41 241 19 77 566 35 1094 8:00 AM 18 13 28 11 12 5 26 291 20 71 477 17 989 8:15 AM 37 31 39 7 15 4 34 250 34 77 446 25 999 8:30 AM 41 25 26 9 5 3 24 250 22 50 537 16 1008 8:45 AM 36 21 22 14 15 1 15 227 32 65 405 14 867 9:00 AM 34 19 30 7 13 2 21 226 35 67 392 18 864 9:15 AM 23 15 23 10 10 6 15 206 32 72 356 17 785 Volumes 316 216 271 89 101 43 252 2620 251 681 5635 249 10724 Approach %39.35 26.90 33.75 38.20 43.35 18.45 8.07 83.89 8.04 10.37 85.83 3.79 App/Depart 803 /717 233 /1033 3123 /2980 6565 /5994 Peak Volumes 130 98 120 35 40 21 125 1032 95 275 2026 93 4090 Approach %37.36 28.16 34.48 36.46 41.67 21.88 9.98 82.43 7.59 11.49 84.63 3.88 Pk Hr FACTOR:0.9346 AM Pk Hr at: PM 3:30 PM 53 10 60 56 21 10 3 455 52 69 298 5 1092 3:45 PM 34 7 47 23 12 6 2 397 45 88 260 3 924 4:00 PM 48 10 60 64 30 18 7 486 68 94 257 7 1149 4:15 PM 25 9 68 35 26 4 15 550 51 65 251 5 1104 4:30 PM 46 6 75 65 21 17 7 484 55 88 317 3 1184 4:45 PM 38 17 62 32 24 3 9 572 72 72 268 1 1170 5:00 PM 38 23 74 66 29 10 4 597 63 102 328 2 1336 5:15 PM 41 14 56 64 45 13 5 599 63 99 281 5 1285 5:30 PM 44 9 67 37 21 7 8 624 70 95 270 2 1254 5:45 PM 41 16 74 31 22 8 6 470 54 93 266 2 1083 6:00 PM 32 11 56 23 21 4 2 452 71 67 261 3 1003 6:15 PM 40 11 59 24 14 5 6 417 45 70 213 5 909 Volumes 480 143 758 520 286 105 74 6103 709 1002 3270 43 13493 Approach %34.76 10.35 54.89 57.08 31.39 11.53 1.07 88.63 10.30 23.22 75.78 1.00 App/Depart 1381 /260 911 /1997 6886 /7381 4315 /3855 Peak Volumes 161 63 259 199 119 33 26 2392 268 368 1147 10 5045 Approach %33.33 13.04 53.62 56.70 33.90 9.40 0.97 89.05 9.98 24.13 75.21 0.66 Pk Hr FACTOR:0.944 PM Pk Hr at: 0.89 0.72 0.96 0.88 445 0.81 0.86 0.93 0.88 745 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Fuerte St.07/24/13 Carlsbad Palomar Airport Rd.WEDNESDAY 13-1194-020 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Road at Melrose 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 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 Outside 7 1 Free-flow Lane Settings 2 4 1 2 3 1 2 3 1 2 3 1 Capacity 3600 8000 1800 3600 6000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 546 605 69 42 498 719 474 654 90 59 1434 21 Adjusted Hourly Volume 546 605 40 42 498 482 474 654 90 59 1434 21 Utilization Factor 0.15 0.08 0.02 0.01 0.08 0.27 0.13 0.11 0.05 0.02 0.24 0.01 Critical Factors 0.15 0.27 0.13 0.24 ICU Ratio =0.89 LOS =D Turning Movements at Intersection of :Palomar Airport Road and Melrose Drive Time : to North Approach Melrose Drive Date : Day :Wednesday 2359 Total Name :FDS 1259 1100 Subtotals 0 Sub -719 498 42 Sub - Totals totals totals Totals W E e 2699 a s 3917 0 474 21 s t 1218 654 1434 1514 t 90 59 0 2279 A North A p 765 p p p r r 546 605 69 Palomar Airport Road 0 Subtotals 647 1220 Total 1867 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/13 8:45 AM 7:45 AM Palomar Airport Road at Melrose Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 Outside 7 1 Free-flow Lane Settings 2 4 1 2 3 1 2 3 1 2 3 1 Capacity 3600 8000 1800 3600 6000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 298 615 36 84 506 467 886 1568 451 228 945 49 Adjusted Hourly Volume 298 615 0 84 506 24 886 1568 451 228 945 49 Utilization Factor 0.08 0.08 0.00 0.02 0.08 0.01 0.25 0.26 0.25 0.06 0.16 0.03 Critical Factors 0.08 0.08 0.25 0.16 ICU Ratio =0.67 LOS =B Turning Movements at Intersection of :Palomar Airport Road and Melrose Drive Time : to North Approach Melrose Drive Date : Day :Wednesday 2605 Total Name :FDS 1057 1548 Subtotals 0 Sub -467 506 84 Sub - Totals totals totals Totals W E e 1711 a s 4616 2 886 49 s t 2905 1568 945 1222 t 451 228 0 2910 A North A p 1688 p p p r r 298 615 36 Palomar Airport Road 1 Subtotals 1186 949 Total 2135 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 42 25 0 3 79 91 39 54 7 1 145 0 486 6:45 AM 49 31 3 13 101 194 73 103 15 4 370 2 958 7:00 AM 49 90 7 6 95 170 59 122 11 8 303 7 927 7:15 AM 59 85 18 7 114 156 90 154 15 11 294 3 1006 7:30 AM 94 150 23 3 116 163 76 127 20 15 349 9 1145 7:45 AM 130 187 15 9 138 186 137 172 20 24 378 9 1405 8:00 AM 122 129 26 13 156 188 106 154 22 14 349 8 1287 8:15 AM 174 169 19 9 89 164 128 183 30 6 311 2 1284 8:30 AM 120 120 9 11 115 181 103 145 18 15 396 2 1235 8:45 AM 115 116 16 12 78 141 93 157 28 13 347 4 1120 9:00 AM 104 138 14 12 98 139 85 135 27 15 389 2 1158 9:15 AM 94 124 15 10 75 136 83 181 27 9 359 5 1118 Volumes 1152 1364 165 108 1254 1909 1072 1687 240 135 3990 53 13129 Approach %42.97 50.88 6.15 3.30 38.34 58.36 35.75 56.25 8.00 3.23 95.50 1.27 App/Depart 2681 /2489 3271 /1629 2999 /1960 4178 /7051 Peak Volumes 546 605 69 42 498 719 474 654 90 59 1434 21 5211 Approach %44.75 49.59 5.66 3.34 39.56 57.11 38.92 53.69 7.39 3.90 94.72 1.39 Pk Hr FACTOR:0.9272 AM Pk Hr at: PM 3:30 PM 63 128 10 26 80 101 167 339 52 24 192 10 1192 3:45 PM 46 103 14 25 87 119 139 321 59 40 240 7 1200 4:00 PM 59 164 8 27 95 97 165 382 61 80 215 16 1369 4:15 PM 45 125 17 28 72 101 173 391 84 39 182 59 1316 4:30 PM 70 123 11 39 110 108 210 341 73 64 142 41 1332 4:45 PM 66 149 27 31 88 83 161 379 84 53 197 9 1327 5:00 PM 72 148 16 20 145 118 253 433 120 59 223 16 1623 5:15 PM 75 153 5 28 141 102 214 378 93 56 225 16 1486 5:30 PM 71 137 9 16 123 118 237 412 122 62 241 8 1556 5:45 PM 80 177 6 20 97 129 182 345 116 51 256 9 1468 6:00 PM 65 106 13 19 89 123 154 287 103 44 195 4 1202 6:15 PM 55 130 12 19 69 95 174 272 79 50 168 6 1129 Volumes 767 1643 148 298 1196 1294 2229 4280 1046 622 2476 201 16200 Approach %29.98 64.23 5.79 10.69 42.90 46.41 29.50 56.65 13.85 18.85 75.05 6.09 App/Depart 2558 /4073 2788 /2864 7555 /4726 3299 /4537 Peak Volumes 298 615 36 84 506 467 886 1568 451 228 945 49 6133 Approach %31.40 64.81 3.79 7.95 47.87 44.18 30.50 53.98 15.52 18.66 77.33 4.01 Pk Hr FACTOR:0.9447 PM Pk Hr at: Melrose Dr.07/24/13 Carlsbad Palomar Airport Rd.WEDNESDAY 13-1194-021 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.93 0.90 0.97 500 0.84 0.88 0.89 0.92 745 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 2 0 1 1 0 2 0 1 Capacity 1800 4000 1800 1800 4000 0 1800 2000 0 3600 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 21 304 149 85 357 18 13 67 11 122 79 84 Adjusted Hourly Volume 21 304 149 85 375 0 13 78 0 201 0 84 Utilization Factor 0.01 0.08 0.08 0.05 0.09 0.00 0.01 0.04 0.00 0.06 0.00 0.05 Critical Factors 0.08 0.05 0.04 0.06 ICU Ratio =0.33 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day :Tuesday 867 Total Name :FDS 460 407 Subtotals 6 Sub -18 357 85 Sub - Totals totals totals Totals W E e 117 a s 208 0 13 84 s t 91 67 79 285 t 11 122 0 580 A North A p 295 p p p r r 21 304 149 Carlsbad Village Drive 1 Subtotals 491 474 Total 965 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 9:30 AM 8:30 AM Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 2 0 1 1 0 2 0 1 Capacity 1800 4000 1800 1800 4000 0 1800 2000 0 3600 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 67 642 205 135 455 26 25 93 20 168 96 116 Adjusted Hourly Volume 67 642 205 135 481 0 25 113 0 264 0 116 Utilization Factor 0.04 0.16 0.11 0.08 0.12 0.00 0.01 0.06 0.00 0.07 0.00 0.06 Critical Factors 0.16 0.08 0.06 0.07 ICU Ratio =0.47 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day :Tuesday 1409 Total Name :FDS 616 793 Subtotals 10 Sub -26 455 135 Sub - Totals totals totals Totals W E e 184 a s 322 0 25 116 s t 138 93 96 380 t 20 168 0 803 A North A p 423 p p p r r 67 642 205 Carlsbad Village Drive 5 Subtotals 648 914 Total 1562 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 0 11 5 4 49 3 0 1 2 13 3 12 103 6:45 AM 4 35 76 5 83 2 4 0 1 23 7 21 261 7:00 AM 2 58 18 5 79 5 4 7 0 19 3 22 222 7:15 AM 4 43 17 9 94 2 3 6 1 29 3 11 222 7:30 AM 3 53 21 11 91 2 4 14 1 32 7 10 249 7:45 AM 6 47 15 6 101 2 2 4 2 30 10 9 234 8:00 AM 0 45 23 6 95 4 4 7 3 22 19 15 243 8:15 AM 2 73 20 11 75 1 2 10 4 34 6 18 256 8:30 AM 6 63 35 18 98 5 7 12 4 11 14 14 287 8:45 AM 7 81 38 14 97 4 1 12 0 35 19 22 330 9:00 AM 6 68 45 27 79 6 4 21 3 27 23 28 337 9:15 AM 2 92 31 26 83 3 1 22 4 49 23 20 356 Volumes 42 669 344 142 1024 39 36 116 25 324 137 202 3100 Approach %3.98 63.41 32.61 11.78 84.98 3.24 20.34 65.54 14.12 48.87 20.66 30.47 App/Depart 1055 /907 1205 /1373 177 /602 663 /218 Peak Volumes 21 304 149 85 357 18 13 67 11 122 79 84 1310 Approach %4.43 64.14 31.43 18.48 77.61 3.91 14.29 73.63 12.09 42.81 27.72 29.47 Pk Hr FACTOR:0.9199 AM Pk Hr at: PM 3:30 PM 15 134 56 36 139 3 11 21 4 51 19 21 510 3:45 PM 8 111 67 40 124 8 3 18 10 52 27 21 489 4:00 PM 7 102 57 36 121 10 4 20 7 56 30 32 482 4:15 PM 5 149 59 40 135 7 7 20 8 38 22 27 517 4:30 PM 19 137 73 35 94 11 8 25 5 59 19 28 513 4:45 PM 11 136 63 34 126 8 5 8 7 41 21 29 489 5:00 PM 16 151 43 32 128 4 13 31 6 39 27 18 508 5:15 PM 13 174 56 35 114 5 2 21 4 42 28 21 515 5:30 PM 19 175 42 33 111 15 7 23 3 39 10 31 508 5:45 PM 19 142 64 35 102 2 3 18 7 48 31 46 517 6:00 PM 26 116 56 28 111 9 8 26 8 38 30 24 480 6:15 PM 17 132 60 28 86 2 12 25 15 44 26 25 472 Volumes 175 1659 696 412 1391 84 83 256 84 547 290 323 6000 Approach %6.92 65.57 27.51 21.83 73.71 4.45 19.62 60.52 19.86 47.16 25.00 27.84 App/Depart 2530 /2065 1887 /2022 423 /1364 1160 /549 Peak Volumes 67 642 205 135 455 26 25 93 20 168 96 116 2048 Approach %7.33 70.24 22.43 21.92 73.86 4.22 18.12 67.39 14.49 44.21 25.26 30.53 Pk Hr FACTOR:0.9903 PM Pk Hr at: 0.94 0.94 0.69 0.76 500 0.94 0.95 0.81 0.77 830 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Carlsbad Blvd.07/16/13 Carlsbad Carsbad Village Dr.TUESDAY 13-1194-022 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Boulevard at Tamarack 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 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 1 1 0 1 1 0 1 Capacity 1800 4000 0 1800 4000 1800 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 38 280 54 37 483 12 8 7 23 190 14 70 Adjusted Hourly Volume 38 334 0 37 483 12 15 0 23 190 0 84 Utilization Factor 0.02 0.08 0.00 0.02 0.12 0.01 0.01 0.00 0.01 0.11 0.00 0.05 Critical Factors 0.02 0.12 0.01 0.11 ICU Ratio =0.36 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day :Wednesday 890 Total Name :FDS 532 358 Subtotals 0 Sub -12 483 37 Sub - Totals totals totals Totals W E e 64 a s 102 0 8 70 s t 38 7 14 274 t 23 190 0 372 A North A p 98 p p p r r 38 280 54 Tamarack Avenue 0 Subtotals 696 372 Total 1068 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 8:45 AM 7:45 AM Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 1 1 0 1 1 0 1 Capacity 1800 4000 0 1800 4000 1800 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 62 768 238 88 478 22 20 5 38 132 31 88 Adjusted Hourly Volume 62 1006 0 88 478 22 25 0 38 132 0 119 Utilization Factor 0.03 0.25 0.00 0.05 0.12 0.01 0.01 0.00 0.02 0.07 0.00 0.07 Critical Factors 0.25 0.05 0.02 0.07 ICU Ratio =0.49 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day :Wednesday 1464 Total Name :FDS 588 876 Subtotals 0 Sub -22 478 88 Sub - Totals totals totals Totals W E e 115 a s 178 0 20 88 s t 63 5 31 251 t 38 132 0 582 A North A p 331 p p p r r 62 768 238 Tamarack Avenue 0 Subtotals 648 1068 Total 1716 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 2 23 9 3 78 0 0 1 1 35 4 17 173 6:45 AM 2 26 13 4 70 2 0 2 3 38 2 15 177 7:00 AM 4 33 3 3 75 4 0 2 3 42 0 9 178 7:15 AM 6 41 7 6 119 6 1 2 0 34 1 17 240 7:30 AM 1 40 7 10 125 4 0 0 8 58 3 15 271 7:45 AM 9 82 9 10 128 3 1 1 7 70 3 17 340 8:00 AM 7 68 14 8 117 4 2 1 6 33 5 13 278 8:15 AM 6 63 16 13 128 4 3 1 5 49 4 24 316 8:30 AM 16 67 15 6 110 1 2 4 5 38 2 16 282 8:45 AM 9 69 12 10 94 4 10 1 8 33 4 15 269 9:00 AM 9 85 22 7 82 6 2 5 7 40 4 20 289 9:15 AM 11 79 15 14 122 1 3 1 3 41 2 21 313 Volumes 82 676 142 94 1248 39 24 21 56 511 34 199 3126 Approach %9.11 75.11 15.78 6.81 90.37 2.82 23.76 20.79 55.45 68.68 4.57 26.75 App/Depart 900 /899 1381 /1815 101 /257 744 /155 Peak Volumes 38 280 54 37 483 12 8 7 23 190 14 70 1216 Approach %10.22 75.27 14.52 6.95 90.79 2.26 21.05 18.42 60.53 69.34 5.11 25.55 Pk Hr FACTOR:0.8941 AM Pk Hr at: PM 3:30 PM 20 165 34 18 128 14 7 8 14 31 3 16 458 3:45 PM 8 162 33 18 111 8 7 5 10 34 8 18 422 4:00 PM 10 151 41 15 129 5 8 8 7 22 3 9 408 4:15 PM 17 193 41 23 105 7 3 2 11 29 3 20 454 4:30 PM 14 171 53 19 92 6 8 6 9 44 4 15 441 4:45 PM 11 199 42 22 101 1 4 4 8 36 0 15 443 5:00 PM 13 173 56 21 132 4 3 1 12 36 2 24 477 5:15 PM 13 190 53 21 129 6 6 2 10 32 4 26 492 5:30 PM 14 197 69 25 109 7 5 1 7 38 2 29 503 5:45 PM 22 208 60 21 108 5 6 1 9 26 23 9 498 6:00 PM 9 176 46 29 115 3 4 3 6 33 15 17 456 6:15 PM 15 188 57 11 89 1 0 1 7 31 3 23 426 Volumes 166 2173 585 243 1348 67 61 42 110 392 70 221 5478 Approach %5.68 74.32 20.01 14.66 81.30 4.04 28.64 19.72 51.64 57.39 10.25 32.36 App/Depart 2924 /2455 1658 /1850 213 /870 683 /303 Peak Volumes 62 768 238 88 478 22 20 5 38 132 31 88 1970 Approach %5.81 71.91 22.28 14.97 81.29 3.74 31.75 7.94 60.32 52.59 12.35 35.06 Pk Hr FACTOR:0.9791 PM Pk Hr at: 0.92 0.94 0.88 0.91 500 0.93 0.92 0.86 0.76 745 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Carlsbad Blvd.07/10/13 Carlsbad Tamarack Ave.WEDNESDAY 13-1194-023 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 1 1 1 1 0 0 0 0 1 0 1 Capacity 0 2000 1800 1800 2000 0 0 0 0 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 266 68 168 535 0 0 0 0 108 0 71 Adjusted Hourly Volume 0 266 68 168 535 0 0 0 0 108 0 0 Utilization Factor 0.00 0.13 0.04 0.09 0.27 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Critical Factors 0.00 0.27 0.00 0.00 0.06 ICU Ratio =0.43 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day :Wednesday 1040 Total Name :FDS 703 337 Subtotals 0 Sub -0 535 168 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 71 s t 0 0 0 179 t 0 108 0 415 A North A p 236 p p p r r 0 266 68 Cannon Road 0 Subtotals 643 334 Total 977 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 8:45 AM 7:45 AM Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 1 1 1 1 0 0 0 0 1 0 1 Capacity 0 2000 1800 1800 2000 0 0 0 0 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 721 89 136 485 0 0 0 0 97 0 336 Adjusted Hourly Volume 0 721 89 136 485 0 0 0 0 97 0 200 Utilization Factor 0.00 0.36 0.05 0.08 0.24 0.00 0.00 0.00 0.00 0.05 0.00 0.11 Critical Factors 0.36 0.08 0.00 0.11 ICU Ratio =0.65 LOS =B Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day :Wednesday 1678 Total Name :FDS 621 1057 Subtotals 0 Sub -0 485 136 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 336 s t 0 0 0 433 t 0 97 0 658 A North A p 225 p p p r r 0 721 89 Cannon Road 0 Subtotals 582 810 Total 1392 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 0 26 8 25 59 0 0 0 0 12 0 30 160 6:45 AM 0 32 12 48 68 0 0 0 0 19 0 27 206 7:00 AM 0 28 5 36 83 0 0 0 0 24 0 16 192 7:15 AM 0 41 10 45 111 0 0 0 0 41 0 14 262 7:30 AM 0 45 11 47 126 0 0 0 0 30 0 15 274 7:45 AM 0 69 18 70 152 0 0 0 0 23 0 17 349 8:00 AM 0 67 14 29 128 0 0 0 0 29 0 22 289 8:15 AM 0 64 18 31 139 0 0 0 0 32 0 17 301 8:30 AM 0 66 18 38 116 0 0 0 0 24 0 15 277 8:45 AM 0 75 26 32 96 0 0 0 0 30 0 20 279 9:00 AM 0 83 16 30 104 0 0 0 0 16 0 24 273 9:15 AM 0 88 5 29 106 0 0 0 0 13 0 22 263 Volumes 0 684 161 460 1288 0 0 0 0 293 0 239 3125 Approach %0.00 80.95 19.05 26.32 73.68 0.00 #DIV/0! #DIV/0! #DIV/0! 55.08 0.00 44.92 App/Depart 845 /923 1748 /1581 0 /621 532 / 0 Peak Volumes 0 266 68 168 535 0 0 0 0 108 0 71 1216 Approach %0.00 79.64 20.36 23.90 76.10 0.00 #DIV/0! #DIV/0! #DIV/0! 60.34 0.00 39.66 Pk Hr FACTOR:0.8711 AM Pk Hr at: PM 3:30 PM 0 133 15 47 126 0 0 0 0 19 0 59 399 3:45 PM 0 152 14 42 113 0 0 0 0 10 0 62 393 4:00 PM 0 137 19 43 115 0 0 0 0 16 0 66 396 4:15 PM 0 175 22 39 125 0 0 0 0 19 0 64 444 4:30 PM 0 153 19 36 110 0 0 0 0 22 0 69 409 4:45 PM 0 179 22 25 104 0 0 0 0 25 0 74 429 5:00 PM 0 179 31 29 136 0 0 0 0 24 0 69 468 5:15 PM 0 182 21 29 112 0 0 0 0 31 0 91 466 5:30 PM 0 175 14 42 126 0 0 0 0 20 0 99 476 5:45 PM 0 185 23 36 111 0 0 0 0 22 0 77 454 6:00 PM 0 163 20 21 109 0 0 0 0 21 0 68 402 6:15 PM 0 164 23 32 111 0 0 0 0 23 0 51 404 Volumes 0 1977 243 421 1398 0 0 0 0 252 0 849 5140 Approach %0.00 89.05 10.95 23.14 76.86 0.00 #DIV/0! #DIV/0! #DIV/0! 22.89 0.00 77.11 App/Depart 2220 /2826 1819 /1650 0 /664 1101 / 0 Peak Volumes 0 721 89 136 485 0 0 0 0 97 0 336 1864 Approach %0.00 89.01 10.99 21.90 78.10 0.00 #DIV/0! #DIV/0! #DIV/0! 22.40 0.00 77.60 Pk Hr FACTOR:0.979 PM Pk Hr at: 0.96 0.92 0.00 0.89 500 0.96 0.79 0.00 0.88 745 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Carlsbad Blvd.07/10/13 Carlsbad Cannon Rd.WEDNESDAY 13-1194-024 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Boulevard at Poinsettia 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 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 6 Outside 7 Free-flow 1 Lane Settings 1 2 1 2 2 1 1 1 1 2 0 1 Capacity 1800 4000 1800 3600 4000 1800 1800 2000 1800 3600 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 1 205 90 80 608 29 6 21 7 418 0 82 Adjusted Hourly Volume 1 205 90 80 637 0 6 21 7 418 0 82 Utilization Factor 0.00 0.05 0.05 0.02 0.16 0.00 0.00 0.01 0.00 0.12 0.00 0.05 Critical Factors 0.00 0.16 0.01 0.12 ICU Ratio =0.39 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 1011 Total Name :FDS 717 294 Subtotals 1 Sub -29 608 80 Sub - Totals totals totals Totals W E e 29 a s 63 0 6 82 s t 34 21 0 500 t 7 418 18 708 A North A p 208 p p p r r 1 205 90 Poinsettia Lane 1 Subtotals 1016 296 Total 1312 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 8:30 AM 7:30 AM Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:15 PM to 5:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 6 Outside 7 Free-flow 1 Lane Settings 1 2 1 2 2 1 1 1 1 2 0 1 Capacity 1800 4000 1800 3600 4000 1800 1800 2000 1800 3600 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 1 571 164 139 602 33 11 26 9 238 0 163 Adjusted Hourly Volume 1 571 164 139 635 0 11 26 9 238 0 163 Utilization Factor 0.00 0.14 0.09 0.04 0.16 0.00 0.01 0.01 0.01 0.07 0.00 0.09 Critical Factors 0.14 0.04 0.01 0.09 ICU Ratio =0.38 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 1520 Total Name :FDS 774 746 Subtotals 1 Sub -33 602 139 Sub - Totals totals totals Totals W E e 33 a s 79 0 11 163 s t 46 26 0 401 t 9 238 11 740 A North A p 339 p p p r r 1 571 164 Poinsettia Lane 1 Subtotals 839 736 Total 1575 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 5:15 PM 4:15 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 0 54 10 8 47 0 0 5 0 15 0 8 147 6:45 AM 0 41 8 6 57 2 1 2 1 28 0 11 157 7:00 AM 0 15 6 12 84 3 1 4 3 39 0 12 179 7:15 AM 1 35 8 12 151 3 1 7 2 68 0 11 299 7:30 AM 0 39 18 15 198 2 0 3 0 84 0 14 373 7:45 AM 0 45 21 24 173 15 1 6 3 97 1 25 411 8:00 AM 0 67 29 18 109 6 1 8 1 116 0 20 375 8:15 AM 1 54 22 23 128 6 4 4 3 121 0 23 389 8:30 AM 0 41 21 20 112 9 2 5 5 96 1 28 340 8:45 AM 0 69 31 23 131 3 1 3 2 109 0 24 396 9:00 AM 1 60 31 28 79 4 1 5 4 56 1 24 294 9:15 AM 0 60 26 27 81 12 3 6 6 40 0 34 295 Volumes 3 580 231 216 1350 65 16 58 30 869 3 234 3655 Approach %0.37 71.25 28.38 13.24 82.77 3.99 15.38 55.77 28.85 78.57 0.27 21.16 App/Depart 814 /830 1631 /2249 104 /505 1106 /71 Peak Volumes 1 205 90 80 608 29 6 21 7 418 1 82 1548 Approach %0.34 69.26 30.41 11.16 84.80 4.04 17.65 61.76 20.59 83.43 0.20 16.37 Pk Hr FACTOR:0.9416 AM Pk Hr at: PM 3:30 PM 1 107 34 30 133 8 1 4 2 57 0 31 408 3:45 PM 0 112 35 31 149 11 1 8 0 41 1 40 429 4:00 PM 0 116 33 42 158 11 1 6 3 39 0 44 453 4:15 PM 1 125 35 36 150 7 2 6 0 63 0 40 465 4:30 PM 0 145 43 39 169 11 5 3 4 56 0 37 512 4:45 PM 0 145 42 31 146 7 2 6 3 57 0 51 490 5:00 PM 0 156 44 33 137 8 2 11 2 62 0 35 490 5:15 PM 0 125 33 44 107 18 2 12 5 63 1 47 457 5:30 PM 1 167 51 37 114 10 2 4 4 65 0 44 499 5:45 PM 0 150 41 39 120 19 7 13 3 54 0 51 497 6:00 PM 0 139 41 23 75 13 7 15 2 55 0 76 446 6:15 PM 1 151 47 34 88 12 4 4 2 47 0 82 472 Volumes 4 1638 479 419 1546 135 36 92 30 659 2 578 5618 Approach %0.19 77.23 22.58 19.95 73.62 6.43 22.78 58.23 18.99 53.19 0.16 46.65 App/Depart 2121 /2252 2100 /2235 158 /990 1239 /141 Peak Volumes 1 571 164 139 602 33 11 26 9 238 0 163 1957 Approach %0.14 77.58 22.28 17.96 77.78 4.26 23.91 56.52 19.57 59.35 0.00 40.65 Pk Hr FACTOR:0.9556 PM Pk Hr at: 0.92 0.88 0.77 0.93 415 0.77 0.83 0.77 0.87 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Carlsbad Blvd.07/25/13 Carlsbad Poinsettia Ln.THURSDAY 13-1194-025 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 2 1 1 2 0 0 0 0 2 0 0 Capacity 0 4000 1800 1800 4000 0 0 0 0 3600 0 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 288 142 14 911 0 0 0 0 196 0 12 Adjusted Hourly Volume 0 288 44 14 911 0 0 0 0 208 0 0 Utilization Factor 0.00 0.07 0.02 0.01 0.23 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Critical Factors 0.00 0.23 0.00 0.00 0.06 ICU Ratio =0.39 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 1226 Total Name :FDS 925 301 Subtotals 1 Sub -0 911 14 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 12 s t 0 0 0 208 t 0 196 0 363 A North A p 155 p p p r r 0 288 142 Avenida Encinas 0 Subtotals 1107 430 Total 1537 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 9:00 AM 8:00 AM Carlsbad Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:15 PM to 5:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 2 1 1 2 0 0 0 0 2 0 0 Capacity 0 4000 1800 1800 4000 0 0 0 0 3600 0 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 691 237 22 768 0 0 0 0 164 0 16 Adjusted Hourly Volume 0 691 155 22 768 0 0 0 0 180 0 0 Utilization Factor 0.00 0.17 0.09 0.01 0.19 0.00 0.00 0.00 0.00 0.05 0.00 0.00 Critical Factors 0.00 0.19 0.00 0.00 0.05 ICU Ratio =0.34 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 1502 Total Name :FDS 790 712 Subtotals 5 Sub -0 768 22 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 16 s t 0 0 0 180 t 0 164 0 434 A North A p 254 p p p r r 0 691 237 Avenida Encinas 0 Subtotals 932 928 Total 1860 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 5:15 PM 4:15 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 0 60 12 0 51 0 0 0 0 14 0 1 138 6:45 AM 0 39 14 1 80 0 0 0 0 17 0 2 153 7:00 AM 0 25 16 1 125 0 0 0 0 25 0 1 193 7:15 AM 3 35 12 3 216 0 0 0 0 44 0 2 315 7:30 AM 0 46 16 2 264 0 0 0 0 36 0 2 366 7:45 AM 0 55 13 2 251 0 0 0 0 35 0 4 360 8:00 AM 0 69 29 2 220 0 0 0 0 42 0 3 365 8:15 AM 4 63 22 2 244 0 0 0 0 42 0 3 380 8:30 AM 0 59 30 3 209 0 0 0 0 52 0 2 355 8:45 AM 0 97 61 7 238 0 0 0 0 60 0 4 467 9:00 AM 0 88 39 1 122 0 0 0 0 49 0 0 299 9:15 AM 0 65 41 2 133 0 0 0 0 29 0 6 276 Volumes 7 701 305 26 2153 0 0 0 0 445 0 30 3667 Approach %0.69 69.20 30.11 1.19 98.81 0.00 #DIV/0! #DIV/0! #DIV/0! 93.68 0.00 6.32 App/Depart 1013 /731 2179 /2598 0 /331 475 / 7 Peak Volumes 4 288 142 14 911 0 0 0 0 196 0 12 1567 Approach %0.92 66.36 32.72 1.51 98.49 0.00 #DIV/0! #DIV/0! #DIV/0! 94.23 0.00 5.77 Pk Hr FACTOR:0.8389 AM Pk Hr at: PM 3:30 PM 8 128 48 4 186 0 0 0 0 18 0 2 394 3:45 PM 0 137 51 6 183 0 0 0 0 44 0 7 428 4:00 PM 1 144 42 7 168 0 0 0 0 46 0 3 411 4:15 PM 1 166 60 9 200 0 0 0 0 46 0 6 488 4:30 PM 0 164 76 4 203 0 0 0 0 40 0 2 489 4:45 PM 1 177 48 6 191 0 0 0 0 43 0 3 469 5:00 PM 1 184 53 3 174 0 0 0 0 35 0 5 455 5:15 PM 1 146 63 5 152 0 0 0 0 45 0 3 415 5:30 PM 1 225 63 6 153 0 0 0 0 47 0 2 497 5:45 PM 0 168 53 11 157 0 0 0 0 55 0 6 450 6:00 PM 1 185 51 3 120 0 0 0 0 29 0 5 394 6:15 PM 1 188 45 3 99 0 0 0 0 34 0 0 370 Volumes 16 2012 653 67 1986 0 0 0 0 482 0 44 5260 Approach %0.60 75.05 24.36 3.26 96.74 0.00 #DIV/0! #DIV/0! #DIV/0! 91.63 0.00 8.37 App/Depart 2681 /2056 2053 /2468 0 /720 526 /16 Peak Volumes 3 691 237 22 768 0 0 0 0 164 0 16 1901 Approach %0.32 74.22 25.46 2.78 97.22 0.00 #DIV/0! #DIV/0! #DIV/0! 91.11 0.00 8.89 Pk Hr FACTOR:0.9719 PM Pk Hr at: Carlsbad Blvd.07/25/13 Carlsbad Avenida Encinas THURSDAY 13-1194-026 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.97 0.94 0.00 0.87 415 0.69 0.94 0.00 0.81 800 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 INTERSECTION ANALYSIS SUMMARY Intersection Number: 27 Intersection Location: Rancho Santa Fe Road & San Elijo 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 Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 1 3 1 2 3 1 1 0 1 2 1 1 Capacity 1800 6000 1800 3600 6000 1800 1800 0 1800 3600 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 8 730 304 54 1171 33 29 14 17 939 23 120 Adjusted Hourly Volume 8 730 0 54 1171 33 29 0 31 939 23 120 Utilization Factor 0.00 0.12 0.00 0.02 0.20 0.02 0.02 0.00 0.02 0.26 0.01 0.07 Critical Factors 0.00 0.20 0.02 0.26 ICU Ratio =0.58 LOS =A Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day :Tuesday 2138 Total Name :FDS 1258 880 Subtotals 1 Sub -33 1171 54 Sub - Totals totals totals Totals W E e 64 a s 124 0 29 120 s t 60 14 23 1082 t 17 939 0 1453 A North A p 371 p p p r r 8 730 304 San Elijo Road 0 Subtotals 2127 1042 Total 3169 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 8:30 AM 7:30 AM Rancho Santa Fe Road at San Elijo 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 1 3 1 2 3 1 1 1 0 2 1 1 Capacity 1800 6000 1800 3600 6000 1800 1800 2000 0 3600 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 17 1193 926 192 1004 25 28 16 8 475 14 74 Adjusted Hourly Volume 17 1193 689 192 1004 25 28 24 0 475 14 74 Utilization Factor 0.01 0.20 0.38 0.05 0.17 0.01 0.02 0.01 0.00 0.13 0.01 0.04 Critical Factors 0.38 0.05 0.01 0.13 ICU Ratio =0.67 LOS =B Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day :Tuesday 2515 Total Name :FDS 1221 1294 Subtotals 1 Sub -25 1004 192 Sub - Totals totals totals Totals W E e 58 a s 110 2 28 74 s t 52 16 14 563 t 8 475 2 1698 A North A p 1135 p p p r r 17 1193 926 San Elijo Road 0 Subtotals 1485 2136 Total 3621 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 4 86 43 11 230 3 3 3 3 166 2 14 568 6:45 AM 2 101 49 5 281 13 2 0 1 154 4 13 625 7:00 AM 0 102 65 8 259 6 2 5 3 215 7 12 684 7:15 AM 1 144 56 10 260 7 4 1 5 199 7 16 710 7:30 AM 3 182 66 11 305 10 6 4 3 232 3 24 849 7:45 AM 3 207 82 20 316 12 7 1 3 258 5 33 947 8:00 AM 1 174 83 10 277 8 8 4 6 190 7 30 798 8:15 AM 1 167 73 13 273 3 8 5 5 259 8 33 848 8:30 AM 3 158 98 9 289 5 10 2 6 193 3 28 804 8:45 AM 2 220 106 22 280 2 10 4 2 165 5 26 844 9:00 AM 2 179 74 15 216 5 6 4 4 119 4 28 656 9:15 AM 2 156 79 20 251 4 5 1 3 132 2 21 676 Volumes 24 1876 874 154 3237 78 71 34 44 2282 57 278 9009 Approach %0.87 67.63 31.51 4.44 93.31 2.25 47.65 22.82 29.53 87.20 2.18 10.62 App/Depart 2774 /2225 3469 /5563 149 /1062 2617 /159 Peak Volumes 8 730 304 54 1171 33 29 14 17 939 23 120 3442 Approach %0.77 70.06 29.17 4.29 93.08 2.62 48.33 23.33 28.33 86.78 2.13 11.09 Pk Hr FACTOR:0.9087 AM Pk Hr at: PM 3:30 PM 2 246 193 28 192 6 11 6 4 98 4 20 810 3:45 PM 4 298 200 40 201 10 4 3 5 118 0 19 902 4:00 PM 3 263 189 35 206 7 8 4 5 114 3 12 849 4:15 PM 3 299 206 40 254 7 11 3 4 92 6 20 945 4:30 PM 5 266 189 43 210 5 5 7 5 120 5 24 884 4:45 PM 7 274 231 46 196 4 9 3 2 140 4 9 925 5:00 PM 3 303 231 43 296 4 7 3 1 121 3 26 1041 5:15 PM 5 307 231 52 264 5 6 4 4 107 3 15 1003 5:30 PM 2 309 233 51 248 12 6 6 1 107 4 24 1003 5:45 PM 3 248 196 49 240 15 6 8 2 103 5 13 888 6:00 PM 4 183 170 56 180 4 2 5 3 92 7 20 726 6:15 PM 7 249 221 55 189 8 8 5 1 105 2 9 859 Volumes 48 3245 2490 538 2676 87 83 57 37 1317 46 211 10835 Approach %0.83 56.11 43.06 16.30 81.07 2.64 46.89 32.20 20.90 83.67 2.92 13.41 App/Depart 5783 /3539 3301 /4030 177 /3085 1574 /181 Peak Volumes 17 1193 926 192 1004 25 28 16 8 475 14 74 3972 Approach %0.80 55.85 43.35 15.72 82.23 2.05 53.85 30.77 15.38 84.37 2.49 13.14 Pk Hr FACTOR:0.9539 PM Pk Hr at: 0.98 0.89 0.93 0.92 445 0.89 0.90 0.83 0.90 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Rancho Santa Fe Rd.07/30/13 Carlsbad San Elijo Rd.TUESDAY 13-1194-027 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 INTERSECTION ANALYSIS SUMMARY Intersection Number: 28 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 Road at La 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 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 74 625 12 50 1796 113 194 74 64 27 107 54 Adjusted Hourly Volume 74 637 0 50 1909 0 194 138 0 27 161 0 Utilization Factor 0.02 0.11 0.00 0.01 0.32 0.00 0.11 0.03 0.00 0.02 0.04 0.00 Critical Factors 0.02 0.32 0.11 0.04 ICU Ratio =0.59 LOS =A Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day :Tuesday 2832 Total Name :FDS 1959 873 Subtotals 0 Sub -113 1796 50 Sub - Totals totals totals Totals W E e 289 a s 621 0 194 54 s t 332 74 107 188 t 64 27 1 325 A North A p 137 p p p r r 74 625 12 La Costa Avenue 5 Subtotals 1891 711 Total 2602 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 8:45 AM 7:45 AM Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 213 1532 28 116 1137 253 421 131 121 33 95 72 Adjusted Hourly Volume 213 1560 0 116 1390 0 421 252 0 33 167 0 Utilization Factor 0.06 0.26 0.00 0.03 0.23 0.00 0.23 0.06 0.00 0.02 0.04 0.00 Critical Factors 0.26 0.03 0.23 0.04 ICU Ratio =0.66 LOS =B Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day :Tuesday 3531 Total Name :FDS 1506 2025 Subtotals 0 Sub -253 1137 116 Sub - Totals totals totals Totals W E e 553 a s 1226 0 421 72 s t 673 131 95 200 t 121 33 1 476 A North A p 276 p p p r r 213 1532 28 La Costa Avenue 8 Subtotals 1298 1773 Total 3071 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 3 83 6 6 368 26 28 3 9 4 17 9 562 6:45 AM 10 87 5 8 424 20 36 3 14 3 14 11 635 7:00 AM 7 95 2 12 418 42 37 4 10 2 23 16 668 7:15 AM 12 111 4 7 385 31 33 14 12 3 17 14 643 7:30 AM 12 137 0 6 352 38 28 6 12 2 23 16 632 7:45 AM 18 178 4 4 506 29 48 27 17 8 30 9 878 8:00 AM 21 135 1 12 418 22 48 15 11 9 24 18 734 8:15 AM 20 155 5 20 470 31 50 17 25 3 26 18 840 8:30 AM 15 157 2 14 402 31 48 15 11 7 27 9 738 8:45 AM 19 187 1 21 358 33 37 10 20 6 18 18 728 9:00 AM 35 159 2 18 300 15 38 13 11 4 12 15 622 9:15 AM 20 155 7 26 305 31 58 16 29 5 12 10 674 Volumes 192 1639 39 154 4706 349 489 143 181 56 243 163 8354 Approach %10.27 87.65 2.09 2.96 90.34 6.70 60.15 17.59 22.26 12.12 52.60 35.28 App/Depart 1870 /2291 5209 /4943 813 /336 462 /784 Peak Volumes 74 625 12 50 1796 113 194 74 64 27 107 54 3190 Approach %10.41 87.90 1.69 2.55 91.68 5.77 58.43 22.29 19.28 14.36 56.91 28.72 Pk Hr FACTOR:0.9083 AM Pk Hr at: PM 3:30 PM 41 374 7 20 229 47 82 25 23 7 35 25 915 3:45 PM 49 383 5 21 279 48 68 28 33 10 23 29 976 4:00 PM 41 400 7 15 243 58 74 27 24 5 18 14 926 4:15 PM 36 387 10 23 270 53 88 44 25 8 20 22 986 4:30 PM 41 378 9 27 244 50 110 35 33 9 16 19 971 4:45 PM 56 372 5 26 295 66 101 40 26 15 19 15 1036 5:00 PM 48 334 7 26 289 61 109 24 33 4 21 22 978 5:15 PM 47 436 7 31 286 74 117 35 31 8 31 21 1124 5:30 PM 62 390 9 33 267 52 94 32 31 5 24 14 1013 5:45 PM 41 362 5 20 272 61 86 38 33 10 22 15 965 6:00 PM 47 279 12 17 228 54 84 27 31 5 21 19 824 6:15 PM 27 355 6 18 202 52 97 30 22 9 19 21 858 Volumes 536 4450 89 277 3104 676 1110 385 345 95 269 236 11572 Approach %10.56 87.68 1.75 6.83 76.51 16.66 60.33 20.92 18.75 15.83 44.83 39.33 App/Depart 5075 /5796 4057 /3544 1840 /751 600 /1481 Peak Volumes 213 1532 28 116 1137 253 421 131 121 32 95 72 4151 Approach %12.01 86.41 1.58 7.70 75.50 16.80 62.56 19.47 17.98 16.08 47.74 36.18 Pk Hr FACTOR:0.9233 PM Pk Hr at: 0.90 0.96 0.92 0.83 445 0.89 0.91 0.90 0.92 745 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Rancho Santa Fe Rd.07/30/13 Carlsbad La Costa Ave.TUESDAY 13-1194-028 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Road at Rancho Santa Fe Road/Camino Alvaro Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 4 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 2 0 1 0 0 1 1 2 1 2 2 1 Capacity 3600 0 1800 0 0 1800 1800 4000 1800 3600 4000 1800 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 328 3 104 29 21 30 18 566 181 429 1624 27 Adjusted Hourly Volume 331 0 0 0 0 80 18 566 16 429 1624 27 Utilization Factor 0.09 0.00 0.00 0.00 0.00 0.04 0.01 0.14 0.01 0.12 0.41 0.02 Critical Factors 0.09 0.04 0.01 0.41 ICU Ratio =0.65 LOS =B Turning Movements at Intersection of :Olivenhain Road and Rancho Santa Fe Road/Camino Alvaro Time : to North Approach Rancho Santa Fe Road/Camino Alvaro Date : Day :Tuesday 127 Total Name :FDS 80 47 Subtotals 0 Sub -30 21 29 Sub - Totals totals totals Totals W E e 1983 a s 2748 1 18 27 s t 765 566 1624 2080 t 181 429 0 2779 A North A p 699 p p p r r Olivenhain Road 328 3 104 Rancho Santa Fe Road 0 Subtotals 631 435 Total 1066 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 8:45 AM 7:45 AM Olivenhain Road at Rancho Santa Fe Road/Camino Alvaro Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 4 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 2 0 1 1 0 0 1 2 1 2 2 1 Capacity 3600 0 1800 1800 0 0 1800 4000 1800 3600 4000 1800 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 293 9 335 23 1 10 8 1416 453 273 940 33 Adjusted Hourly Volume 302 0 0 34 0 0 8 1416 302 273 940 33 Utilization Factor 0.08 0.00 0.00 0.02 0.00 0.00 0.00 0.35 0.17 0.08 0.24 0.02 Critical Factors 0.08 0.02 0.35 0.08 ICU Ratio =0.63 LOS =B Turning Movements at Intersection of :Olivenhain Road and Rancho Santa Fe Road/Camino Alvaro Time : to North Approach Rancho Santa Fe Road/Camino Alvaro Date : Day :Tuesday 84 Total Name :FDS 34 50 Subtotals 0 Sub -10 1 23 Sub - Totals totals totals Totals W E e 1243 a s 3120 0 8 33 s t 1877 1416 940 1246 t 453 273 6 3026 A North A p 1780 p p p r r Olivenhain Road 293 9 335 Rancho Santa Fe Road 0 Subtotals 721 637 Total 1358 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:220220230231 6:30 AM 3001310227824702801501 6:45 AM 28022222070261033303588 7:00 AM 3801641439935883141603 7:15 AM 4002440318341833625646 7:30 AM 490205223104341123892722 7:45 AM 90023564312642893778773 8:00 AM 690347344140381284025834 8:15 AM 77 0 18 6 8 15 3 141 43 115 460 8 894 8:30 AM 92 3 29 11 4 7 8 159 58 97 385 6 859 8:45 AM 777170232158576730611707 9:00 AM 73 0 43 5 1 16 3 164 62 71 308 5 751 9:15 AM 66038712413855613237702 Volumes 729 10 297 57 30 64 36 1460 515 1084 4236 62 8580 Approach %70.37 0.97 28.67 37.75 19.87 42.38 1.79 72.60 25.61 20.14 78.71 1.15 App/Depart 1036 / 108 151 / 1629 2011 / 1814 5382 / 5029 Peak Volumes 328 3 104 29 21 30 18 566 181 429 1624 27 3360 Approach %75.40 0.69 23.91 36.25 26.25 37.50 2.35 73.99 23.66 20.63 78.08 1.30 Pk Hr FACTOR:0.9396 AM Pk Hr at: PM 3:30 PM 91179501032283442431870 3:45 PM 76136762323011066322711877 4:00 PM 784939031317112621986883 4:15 PM 93091612234386532426925 4:30 PM 68110770123311076920011904 4:45 PM 831724002350106722235918 5:00 PM 724884140360119582448962 5:15 PM 7036880543751217427391010 5:30 PM 742900223329985522713895 5:45 PM 686671144306101722298867 6:00 PM 501795004305115511848802 6:15 PM 75167212132093451768791 Volumes 898 37 968 57 8 27 25 3959 1247 718 2666 94 10704 Approach %47.19 1.94 50.87 61.96 8.70 29.35 0.48 75.68 23.84 20.64 76.65 2.70 App/Depart 1903 / 156 92 / 1973 5231 / 4984 3478 / 3591 Peak Volumes 293 9 335 23 1 10 8 1416 453 273 940 33 3794 Approach %46.00 1.41 52.59 67.65 2.94 29.41 0.43 75.44 24.13 21.91 75.44 2.65 Pk Hr FACTOR:0.9391 PM Pk Hr at: Olivehain Rd. Rancho Santa Fe Rd. - 07/30/13 Carlsbad Camino Alvaro Rancho Santa Fe Rd. - TUESDAY 13-1194-029 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.65 0.94 0.88 430 0.88 0.69 0.85 0.89 745 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Drive at State 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 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config -(left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 1 0 1 0 0 1 2 0 1 2 0 Capacity 0 2000 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 15 20 5 42 33 16 11 313 15 33 346 61 Adjusted Hourly Volume 0 40 0 91 0 0 11 328 0 33 407 0 Utilization Factor 0.00 0.02 0.00 0.05 0.00 0.00 0.01 0.08 0.00 0.02 0.10 0.00 Critical Factors 0.02 0.05 0.01 0.10 ICU Ratio =0.28 LOS =A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day :Tuesday 183 Total Name :FDS 91 92 Subtotals 0 Sub -16 33 42 Sub - Totals totals totals Totals W E e 377 a s 716 0 11 61 s t 339 313 346 440 t 15 33 0 800 A North A p 360 p p p r r 15 20 5 Carlsbad Village Drive 0 Subtotals 81 40 Total 121 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 9:30 AM 8:30 AM Carlsbad Village Drive at State Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config -(left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 0 1 0 0 1 2 0 1 2 0 Capacity 1800 0 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 43 36 28 104 66 37 42 440 36 39 475 68 Adjusted Hourly Volume 107 0 0 207 0 0 42 476 0 39 543 0 Utilization Factor 0.06 0.00 0.00 0.12 0.00 0.00 0.02 0.12 0.00 0.02 0.14 0.00 Critical Factors 0.00 0.00 0.12 0.02 0.14 ICU Ratio =0.38 LOS =A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day :Tuesday 353 Total Name :FDS 207 146 Subtotals 0 Sub -37 66 104 Sub - Totals totals totals Totals W E e 555 a s 1073 0 42 68 s t 518 440 475 582 t 36 39 0 1154 A North A p 572 p p p r r 43 36 28 Carlsbad Village Drive 0 Subtotals 141 107 Total 248 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 3 2 0 12 6 1 0 24 1 1 43 15 108 6:45 AM 5 4 1 4 5 2 1 28 1 1 60 6 118 7:00 AM 8 5 1 6 0 3 1 44 0 4 48 8 128 7:15 AM 2 6 3 8 5 3 3 45 1 2 62 14 154 7:30 AM 9 4 0 8 2 10 5 61 2 3 68 14 186 7:45 AM 4 7 1 9 6 2 2 40 2 7 57 8 145 8:00 AM 7 4 3 8 7 6 2 32 2 3 64 5 143 8:15 AM 5 6 1 10 3 3 5 49 1 9 61 11 164 8:30 AM 4 2 2 7 7 4 0 76 2 6 49 13 172 8:45 AM 5 3 0 11 11 3 2 77 4 8 86 15 225 9:00 AM 2 4 0 10 7 4 6 84 5 9 104 17 252 9:15 AM 4 11 3 14 8 5 3 76 4 10 107 16 261 Volumes 58 58 15 107 67 46 30 636 25 63 809 142 2056 Approach %44.27 44.27 11.45 48.64 30.45 20.91 4.34 92.04 3.62 6.21 79.78 14.00 App/Depart 131 /230 220 /155 691 /758 1014 /913 Peak Volumes 15 20 5 42 33 16 11 313 15 33 346 61 910 Approach %37.50 50.00 12.50 46.15 36.26 17.58 3.24 92.33 4.42 7.50 78.64 13.86 Pk Hr FACTOR:0.8716 AM Pk Hr at: PM 3:30 PM 10 7 2 15 7 6 7 108 8 9 95 9 283 3:45 PM 10 6 6 17 17 4 12 140 6 11 121 13 363 4:00 PM 9 3 4 13 12 11 11 105 3 10 113 19 313 4:15 PM 9 10 4 20 16 12 12 96 13 7 108 16 323 4:30 PM 9 8 3 20 14 11 12 115 10 7 115 16 340 4:45 PM 12 9 5 33 17 5 10 103 7 7 97 15 320 5:00 PM 13 17 10 21 11 7 8 117 11 2 121 26 364 5:15 PM 7 7 6 26 19 10 9 108 9 11 118 8 338 5:30 PM 11 4 7 26 18 14 12 96 6 9 108 15 326 5:45 PM 12 8 5 31 18 6 13 119 10 17 128 19 386 6:00 PM 10 17 11 19 13 3 10 109 4 14 108 21 339 6:15 PM 9 5 5 34 13 10 8 111 6 3 136 17 357 Volumes 121 101 68 275 175 99 124 1327 93 107 1368 194 4052 Approach %41.72 34.83 23.45 50.09 31.88 18.03 8.03 85.95 6.02 6.41 81.97 11.62 App/Depart 290 /419 549 /375 1544 /1670 1669 /1588 Peak Volumes 43 36 28 104 66 37 42 440 36 39 475 68 1414 Approach %40.19 33.64 26.17 50.24 31.88 17.87 8.11 84.94 6.95 6.70 81.62 11.68 Pk Hr FACTOR:0.9158 PM Pk Hr at: 0.67 0.89 0.91 0.89 500 0.56 0.84 0.89 0.83 830 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND State St.07/16/13 Carlsbad Carlsbad Village Dr.TUESDAY 13-1194-030 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Drive at Harding 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 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config -(left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 1 1 0 0 1 2 0 1 2 0 Capacity 0 0 1800 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 38 60 88 94 19 8 10 513 20 116 648 102 Adjusted Hourly Volume 0 0 186 121 0 0 10 533 0 116 750 0 Utilization Factor 0.00 0.00 0.10 0.07 0.00 0.00 0.01 0.13 0.00 0.06 0.19 0.00 Critical Factors 0.10 0.07 0.13 0.06 ICU Ratio =0.46 LOS =A Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day :Tuesday 291 Total Name :FDS 121 170 Subtotals 0 Sub -8 19 94 Sub - Totals totals totals Totals W E e 696 a s 1239 2 10 102 s t 543 513 648 866 t 20 116 19 1580 A North A p 714 p p p r r 38 60 88 Carlsbad Village Drive 0 Subtotals 136 186 Total 322 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 9:30 AM 8:30 AM Carlsbad Village Drive at Harding Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:30 PM to 6:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config -(left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 1 0 1 0 0 1 2 0 1 2 0 Capacity 0 2000 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 42 76 71 130 35 9 19 826 19 127 738 96 Adjusted Hourly Volume 0 189 0 174 0 0 19 845 0 127 834 0 Utilization Factor 0.00 0.09 0.00 0.10 0.00 0.00 0.01 0.21 0.00 0.07 0.21 0.00 Critical Factors 0.09 0.10 0.21 0.07 ICU Ratio =0.57 LOS =A Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day :Tuesday 365 Total Name :FDS 174 191 Subtotals 0 Sub -9 35 130 Sub - Totals totals totals Totals W E e 789 a s 1653 0 19 96 s t 864 826 738 961 t 19 127 31 2019 A North A p 1058 p p p r r 42 76 71 Carlsbad Village Drive 0 Subtotals 150 189 Total 339 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 6:30 PM 5:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 2 5 10 23 5 1 0 53 3 13 74 2 191 6:45 AM 1 5 23 18 1 0 1 63 4 14 82 9 221 7:00 AM 3 8 8 17 3 1 2 81 4 16 69 7 219 7:15 AM 3 3 14 20 3 0 4 74 5 31 106 11 274 7:30 AM 8 9 27 28 4 4 6 98 4 26 100 22 336 7:45 AM 10 10 24 12 2 1 4 87 7 31 155 14 357 8:00 AM 6 9 19 19 4 3 2 84 2 25 96 19 288 8:15 AM 7 9 17 23 4 6 3 88 6 26 120 16 325 8:30 AM 5 16 27 17 1 0 3 108 1 24 129 25 356 8:45 AM 13 15 29 27 4 3 3 116 7 38 184 25 464 9:00 AM 10 18 17 22 9 4 3 145 9 24 169 25 455 9:15 AM 10 11 15 28 5 1 1 144 3 30 166 27 441 Volumes 78 118 230 254 45 24 32 1141 55 298 1450 202 3927 Approach %18.31 27.70 53.99 78.64 13.93 7.43 2.61 92.92 4.48 15.28 74.36 10.36 App/Depart 426 /352 323 /398 1228 /1625 1950 /1552 Peak Volumes 38 60 88 94 19 8 10 513 20 116 648 102 1716 Approach %20.43 32.26 47.31 77.69 15.70 6.61 1.84 94.48 3.68 13.39 74.83 11.78 Pk Hr FACTOR:0.9246 AM Pk Hr at: PM 3:30 PM 3 18 19 38 8 3 5 213 3 29 134 17 490 3:45 PM 7 8 8 33 17 0 6 227 10 21 81 21 439 4:00 PM 5 13 13 30 7 1 5 213 4 15 112 18 436 4:15 PM 10 18 18 16 12 2 4 184 3 33 175 24 499 4:30 PM 8 8 20 31 7 0 6 223 7 33 197 27 567 4:45 PM 5 18 24 39 9 1 6 208 4 34 173 22 543 5:00 PM 10 17 27 27 13 4 5 210 12 24 158 17 524 5:15 PM 9 16 7 34 12 1 8 197 8 32 184 28 536 5:30 PM 9 23 22 26 5 1 1 207 8 31 165 21 519 5:45 PM 9 22 19 27 14 2 7 178 4 31 183 29 525 6:00 PM 13 15 15 45 10 3 7 218 3 32 186 15 562 6:15 PM 11 16 15 32 6 3 4 223 4 33 204 31 582 Volumes 99 192 207 378 120 21 64 2501 70 348 1952 270 6222 Approach %19.88 38.55 41.57 72.83 23.12 4.05 2.43 94.91 2.66 13.54 75.95 10.51 App/Depart 498 /526 519 /538 2635 /3086 2570 /2072 Peak Volumes 42 76 71 130 35 9 19 826 19 127 738 96 2188 Approach %22.22 40.21 37.57 74.71 20.11 5.17 2.20 95.60 2.20 13.22 76.80 9.99 Pk Hr FACTOR:0.9399 PM Pk Hr at: Harding St.07/16/13 Carlsbad Carlsbad Village Dr.TUESDAY 13-1194-031 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.88 0.75 0.94 0.90 530 0.82 0.86 0.86 0.88 830 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Poinsettia Lane at Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 2 2 0 1 2 0 2 1 2 1 2 0 Capacity 3600 4000 0 1800 4000 0 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 201 179 13 36 133 118 335 280 155 42 262 65 Adjusted Hourly Volume 201 192 0 36 251 0 335 280 55 42 327 0 Utilization Factor 0.06 0.05 0.00 0.02 0.06 0.00 0.09 0.14 0.02 0.02 0.08 0.00 Critical Factors 0.06 0.06 0.09 0.08 ICU Ratio =0.39 LOS =A Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day :Thursday 866 Total Name :FDS 287 579 Subtotals 0 Sub -118 133 36 Sub - Totals totals totals Totals W E e 580 a s 1350 0 335 65 s t 770 280 262 369 t 155 42 6 704 A North A p 335 p p p r r 201 179 13 Poinsettia Lane 1 Subtotals 325 393 Total 718 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 9:15 AM 8:15 AM Poinsettia Lane at Aviara 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 2 2 0 1 1 1 2 1 2 1 2 0 Capacity 3600 4000 0 1800 2000 1800 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 268 185 10 70 256 359 137 357 310 25 300 65 Adjusted Hourly Volume 268 195 0 70 256 359 137 357 176 25 365 0 Utilization Factor 0.07 0.05 0.00 0.04 0.13 0.20 0.04 0.18 0.05 0.01 0.09 0.00 Critical Factors 0.07 0.20 0.18 0.01 ICU Ratio =0.56 LOS =A Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day :Thursday 1072 Total Name :FDS 685 387 Subtotals 0 Sub -359 256 70 Sub - Totals totals totals Totals W E e 927 a s 1731 0 137 65 s t 804 357 300 390 t 310 25 5 832 A North A p 442 p p p r r 268 185 10 Poinsettia Lane 0 Subtotals 586 463 Total 1049 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 43 16 0 3 11 8 19 21 18 0 42 7 188 6:45 AM 27 26 5 4 17 13 27 37 29 2 56 15 258 7:00 AM 44 22 2 5 18 17 40 39 20 2 52 5 266 7:15 AM 50 33 2 12 16 29 55 38 34 2 49 9 329 7:30 AM 58 42 5 16 27 28 63 46 23 2 70 23 403 7:45 AM 56 55 4 5 23 27 92 67 32 5 59 15 440 8:00 AM 49 36 3 8 19 23 87 55 38 4 64 14 400 8:15 AM 44 48 2 6 23 32 76 60 40 7 76 11 425 8:30 AM 63 38 4 14 31 35 76 66 44 10 66 16 463 8:45 AM 53 55 7 10 44 25 110 75 44 11 69 18 521 9:00 AM 41 38 0 6 35 26 73 79 27 14 51 20 410 9:15 AM 48 43 1 8 30 38 62 43 39 4 65 16 397 Volumes 576 452 35 97 294 301 780 626 388 63 719 169 4500 Approach %54.19 42.52 3.29 14.02 42.49 43.50 43.48 34.89 21.63 6.62 75.60 17.77 App/Depart 1063 /1401 692 /745 1794 /758 951 /1596 Peak Volumes 201 179 13 36 133 118 335 280 155 42 262 65 1819 Approach %51.15 45.55 3.31 12.54 46.34 41.11 43.51 36.36 20.13 11.38 71.00 17.62 Pk Hr FACTOR:0.8728 AM Pk Hr at: PM 3:30 PM 57 36 2 17 52 45 21 58 55 2 51 10 406 3:45 PM 51 38 6 11 81 39 30 70 69 5 56 13 469 4:00 PM 46 43 4 21 77 55 21 49 63 6 54 9 448 4:15 PM 63 40 2 19 64 68 34 75 68 6 65 11 515 4:30 PM 62 41 4 12 70 71 24 66 73 7 59 7 496 4:45 PM 58 42 2 18 74 72 37 91 81 7 71 17 570 5:00 PM 60 42 2 8 64 87 38 89 69 8 73 12 552 5:15 PM 76 41 4 17 65 100 32 92 79 6 80 13 605 5:30 PM 74 60 2 27 53 100 30 85 81 4 76 23 615 5:45 PM 68 45 2 12 79 61 44 76 87 3 64 22 563 6:00 PM 62 47 2 18 76 71 45 81 74 0 58 12 546 6:15 PM 69 44 2 16 56 50 46 78 55 3 49 16 484 Volumes 746 519 34 196 811 819 402 910 854 57 756 165 6269 Approach %57.43 39.95 2.62 10.73 44.41 44.85 18.56 42.01 39.43 5.83 77.30 16.87 App/Depart 1299 /1086 1826 /1722 2166 /1140 978 /2321 Peak Volumes 268 185 10 70 256 359 137 357 310 25 300 65 2342 Approach %57.88 39.96 2.16 10.22 37.37 52.41 17.04 44.40 38.56 6.41 76.92 16.67 Pk Hr FACTOR:0.952 PM Pk Hr at: 0.85 0.94 0.96 0.95 445 0.85 0.90 0.84 0.94 815 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Aviara Pkwy.07/25/13 Carlsbad Poinsettia Ln.THURSDAY 13-1194-032 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Lane at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 1 1 0 1 2 2 1 1 2 0 Capacity 1800 0 1800 1800 0 1800 3600 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 43 5 18 33 0 274 147 853 17 11 853 64 Adjusted Hourly Volume 43 0 23 33 0 274 147 853 17 11 917 0 Utilization Factor 0.02 0.00 0.01 0.02 0.00 0.15 0.04 0.21 0.01 0.01 0.23 0.00 Critical Factors 0.02 0.15 0.04 0.23 ICU Ratio =0.54 LOS =A Turning Movements at Intersection of :Poinsettia Lane and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Thursday 523 Total Name :FDS 307 216 Subtotals 0 Sub -274 0 33 Sub - Totals totals totals Totals W E e 1170 a s 2187 0 147 64 s t 1017 853 853 928 t 17 11 1 1833 A North A p 905 p p p r r 43 5 18 Poinsettia Lane 0 Subtotals 27 66 Total 93 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 9:00 AM 8:00 AM Poinsettia Lane at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 1 1 0 1 2 2 1 1 2 0 Capacity 1800 0 1800 1800 0 1800 3600 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 32 8 12 86 11 319 429 1091 68 16 995 112 Adjusted Hourly Volume 32 0 20 86 0 330 429 1091 68 16 1107 0 Utilization Factor 0.02 0.00 0.01 0.05 0.00 0.18 0.12 0.27 0.04 0.01 0.28 0.00 Critical Factors 0.02 0.18 0.12 0.28 ICU Ratio =0.70 LOS =B Turning Movements at Intersection of :Poinsettia Lane and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Thursday 963 Total Name :FDS 416 547 Subtotals 0 Sub -319 11 86 Sub - Totals totals totals Totals W E e 1348 a s 2936 2 429 112 s t 1588 1091 995 1123 t 68 16 0 2312 A North A p 1189 p p p r r 32 8 12 Poinsettia Lane 0 Subtotals 95 52 Total 147 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 7 0 1 2 1 40 13 69 2 0 148 6 289 6:45 AM 10 1 1 2 0 58 16 111 1 2 158 6 366 7:00 AM 10 0 2 7 1 62 18 99 3 0 158 4 364 7:15 AM 10 1 1 6 0 57 27 122 4 0 183 9 420 7:30 AM 10 0 1 3 1 80 29 151 5 1 214 15 510 7:45 AM 8 0 4 8 0 96 35 199 7 0 226 12 595 8:00 AM 8 0 5 5 0 72 43 195 3 3 201 20 555 8:15 AM 15 0 3 8 0 58 28 203 3 0 192 13 523 8:30 AM 8 2 5 9 0 66 32 201 5 3 238 16 585 8:45 AM 12 3 5 11 0 78 44 254 6 5 222 15 655 9:00 AM 7 0 4 12 2 73 56 187 5 0 173 12 531 9:15 AM 8 1 6 4 1 57 41 180 3 4 177 18 500 Volumes 113 8 38 77 6 797 382 1971 47 18 2290 146 5893 Approach %71.07 5.03 23.90 8.75 0.68 90.57 15.92 82.13 1.96 0.73 93.32 5.95 App/Depart 159 /536 880 /71 2400 /2086 2454 /3200 Peak Volumes 43 5 18 33 0 274 147 853 17 11 853 64 2318 Approach %65.15 7.58 27.27 10.75 0.00 89.25 14.45 83.87 1.67 1.19 91.92 6.90 Pk Hr FACTOR:0.8847 AM Pk Hr at: PM 3:30 PM 9 0 2 28 2 59 84 184 9 3 181 14 575 3:45 PM 6 1 1 23 3 65 65 212 13 2 203 20 614 4:00 PM 5 3 5 21 1 75 73 201 12 3 158 16 573 4:15 PM 8 2 4 19 3 84 83 219 9 2 217 24 674 4:30 PM 7 1 4 24 2 60 84 250 15 0 236 9 692 4:45 PM 7 5 6 23 4 78 77 225 15 6 234 20 700 5:00 PM 8 3 5 20 3 83 96 253 14 5 237 27 754 5:15 PM 6 3 0 26 2 81 104 266 20 5 272 18 803 5:30 PM 9 1 3 23 3 92 112 270 23 2 249 36 823 5:45 PM 9 1 4 17 3 63 117 302 11 4 237 31 799 6:00 PM 4 1 0 19 0 79 111 277 10 3 215 15 734 6:15 PM 12 2 4 20 3 44 97 239 16 3 207 22 669 Volumes 90 23 38 263 29 863 1103 2898 167 38 2646 252 8410 Approach %59.60 15.23 25.17 22.77 2.51 74.72 26.46 69.53 4.01 1.29 90.12 8.58 App/Depart 151 /1378 1155 /234 4168 /3199 2936 /3599 Peak Volumes 32 8 12 86 11 319 429 1091 68 16 995 112 3179 Approach %61.54 15.38 23.08 20.67 2.64 76.68 27.02 68.70 4.28 1.42 88.60 9.97 Pk Hr FACTOR:0.9657 PM Pk Hr at: 0.81 0.88 0.92 0.95 500 0.83 0.86 0.84 0.90 800 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Paseo del Norte/Lowder Ln.07/25/13 Carlsbad Poinsettia Ln.THURSDAY 13-1194-033 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Lane at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 0 2 2 1 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 22 55 241 113 66 42 28 107 31 354 395 203 Adjusted Hourly Volume 22 55 241 113 66 42 28 138 0 354 395 203 Utilization Factor 0.01 0.03 0.13 0.06 0.03 0.02 0.02 0.02 0.00 0.10 0.10 0.11 Critical Factors 0.13 0.06 0.02 0.11 ICU Ratio =0.42 LOS =A Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day :Thursday 507 Total Name :FDS 221 286 Subtotals 0 Sub -42 66 113 Sub - Totals totals totals Totals W E e 459 a s 625 0 28 203 s t 166 107 395 952 t 31 354 1 1414 A North A p 462 p p p r r 22 55 241 Poinsettia Lane 0 Subtotals 450 318 Total 768 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 9:00 AM 8:00 AM Poinsettia Lane at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 0 2 2 1 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 67 117 502 286 112 49 42 180 63 459 252 293 Adjusted Hourly Volume 67 117 502 286 112 49 42 243 0 459 252 293 Utilization Factor 0.04 0.06 0.28 0.16 0.06 0.03 0.02 0.04 0.00 0.13 0.06 0.16 Critical Factors 0.28 0.16 0.02 0.16 ICU Ratio =0.72 LOS =C Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day :Thursday 899 Total Name :FDS 447 452 Subtotals 0 Sub -49 112 286 Sub - Totals totals totals Totals W E e 367 a s 652 0 42 293 s t 285 180 252 1004 t 63 459 0 1972 A North A p 968 p p p r r 67 117 502 Poinsettia Lane 1 Subtotals 635 686 Total 1321 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/25/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 0 60 26 16 6 2 4 18 4 11 85 47 279 6:45 AM 2 11 41 23 3 1 3 13 2 52 24 44 219 7:00 AM 1 10 35 18 6 5 0 9 4 41 42 37 208 7:15 AM 4 13 38 16 15 7 2 18 5 45 61 49 273 7:30 AM 5 15 51 23 9 11 9 19 8 61 73 36 320 7:45 AM 11 13 49 28 23 12 7 29 11 68 84 64 399 8:00 AM 8 14 62 22 18 10 7 33 13 69 126 37 419 8:15 AM 7 12 57 23 16 11 11 22 5 98 86 44 392 8:30 AM 6 7 69 34 19 13 7 21 8 93 98 50 425 8:45 AM 1 22 53 34 13 8 3 31 5 94 85 72 421 9:00 AM 10 22 64 19 16 9 6 35 16 86 60 52 395 9:15 AM 11 19 95 44 20 5 4 42 11 82 39 29 401 Volumes 66 218 640 300 164 94 63 290 92 800 863 561 4151 Approach %7.14 23.59 69.26 53.76 29.39 16.85 14.16 65.17 20.67 35.97 38.80 25.22 App/Depart 924 /842 558 /1056 445 /1230 2224 /1023 Peak Volumes 22 55 241 113 66 42 28 107 31 354 395 203 1657 Approach %6.92 17.30 75.79 51.13 29.86 19.00 16.87 64.46 18.67 37.18 41.49 21.32 Pk Hr FACTOR:0.9747 AM Pk Hr at: PM 3:30 PM 11 23 129 53 23 23 9 37 11 107 55 59 540 3:45 PM 18 22 149 57 28 18 10 40 22 94 39 46 543 4:00 PM 15 16 107 23 30 9 6 60 23 99 47 42 477 4:15 PM 20 19 121 33 40 9 11 44 11 85 56 71 520 4:30 PM 20 15 112 55 30 18 10 31 21 99 64 60 535 4:45 PM 21 26 130 34 29 12 8 38 13 112 65 58 546 5:00 PM 7 27 140 74 21 17 8 39 12 113 66 71 595 5:15 PM 15 26 113 69 21 17 9 48 17 128 61 71 595 5:30 PM 14 29 135 71 35 7 13 52 13 103 65 79 616 5:45 PM 31 35 114 72 35 8 12 41 21 115 60 72 616 6:00 PM 29 25 127 24 19 17 6 54 17 90 78 69 555 6:15 PM 26 16 106 40 18 9 11 41 17 87 96 66 533 Volumes 227 279 1483 605 329 164 113 525 198 1232 752 764 6671 Approach %11.41 14.03 74.56 55.10 29.96 14.94 13.52 62.80 23.68 44.83 27.37 27.80 App/Depart 1989 /1156 1098 /1759 836 /2613 2748 /1143 Peak Volumes 67 117 502 286 112 49 42 180 63 459 252 293 2422 Approach %9.77 17.06 73.18 63.98 25.06 10.96 14.74 63.16 22.11 45.72 25.10 29.18 Pk Hr FACTOR:0.983 PM Pk Hr at: 0.95 0.97 0.91 0.97 500 0.95 0.84 0.78 0.95 800 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Avenida Encinas 07/25/13 Carlsbad Poinsettia Ln.THURSDAY 13-1194-034 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 0 2 1 1 0 Capacity 1800 6000 0 1800 6000 0 1800 0 3600 1800 2000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 281 739 1 2 475 116 127 0 238 16 19 8 Adjusted Hourly Volume 281 740 0 2 591 0 127 0 238 16 27 0 Utilization Factor 0.16 0.12 0.00 0.00 0.10 0.00 0.07 0.00 0.07 0.01 0.01 0.00 Critical Factors 0.16 0.10 0.07 0.01 ICU Ratio =0.44 LOS =A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day :Tuesday 1467 Total Name :FDS 593 874 Subtotals 0 Sub -116 475 2 Sub - Totals totals totals Totals W E e 402 a s 767 0 127 8 s t 365 0 19 43 t 238 16 1 47 A North A p 4 p p p r r 281 739 1 Alga Road 14 Subtotals 742 1021 Total 1763 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 8:30 AM 7:30 AM Melrose Drive at Alga 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 0 2 1 1 0 Capacity 1800 6000 0 1800 6000 0 1800 0 3600 1800 2000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 356 527 7 20 794 129 109 22 456 11 12 10 Adjusted Hourly Volume 356 534 0 20 923 0 109 0 478 11 22 0 Utilization Factor 0.20 0.09 0.00 0.01 0.15 0.00 0.06 0.00 0.13 0.01 0.01 0.00 Critical Factors 0.20 0.15 0.13 0.01 ICU Ratio =0.59 LOS =A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day :Tuesday 1587 Total Name :FDS 943 644 Subtotals 1 Sub -129 794 20 Sub - Totals totals totals Totals W E e 473 a s 1060 3 109 10 s t 587 22 12 33 t 456 11 0 81 A North A p 48 p p p r r 356 527 7 Alga Road 27 Subtotals 1288 890 Total 2178 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/30/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 37 62 0 0 73 17 15 2 29 3 1 2 241 6:45 AM 43 101 1 2 93 16 16 0 30 1 1 0 304 7:00 AM 46 93 0 0 98 24 9 0 45 2 7 1 325 7:15 AM 71 132 0 0 108 25 20 1 50 7 2 3 419 7:30 AM 62 174 0 0 121 28 31 0 55 3 3 1 478 7:45 AM 66 219 1 0 117 36 39 0 62 7 7 3 557 8:00 AM 83 183 0 2 118 27 31 0 64 4 5 2 519 8:15 AM 70 163 0 0 119 25 26 0 57 2 4 2 468 8:30 AM 75 148 0 1 105 34 20 3 69 2 5 3 465 8:45 AM 88 177 1 0 117 20 21 2 66 1 6 5 504 9:00 AM 75 120 1 2 97 11 17 2 54 4 3 2 388 9:15 AM 67 89 2 0 80 23 19 0 62 3 6 1 352 Volumes 783 1661 6 7 1246 286 264 10 643 39 50 25 5020 Approach %31.96 67.80 0.24 0.45 80.96 18.58 28.79 1.09 70.12 34.21 43.86 21.93 App/Depart 2450 /1950 1539 /1928 917 /23 114 /1119 Peak Volumes 281 739 1 2 475 116 127 0 238 16 19 8 2022 Approach %27.52 72.38 0.10 0.34 80.10 19.56 34.79 0.00 65.21 37.21 44.19 18.60 Pk Hr FACTOR:0.9075 AM Pk Hr at: PM 3:30 PM 61 138 2 4 120 20 22 4 82 4 2 0 459 3:45 PM 91 107 0 4 122 14 32 5 76 0 2 0 453 4:00 PM 76 144 1 2 143 25 27 3 84 3 0 2 510 4:15 PM 83 107 2 3 161 19 28 4 97 0 1 3 508 4:30 PM 100 158 1 2 169 21 28 4 82 2 6 0 573 4:45 PM 74 126 0 3 174 31 25 7 106 3 2 1 552 5:00 PM 98 135 2 5 196 29 25 5 106 3 2 3 609 5:15 PM 75 133 2 3 225 36 38 3 141 2 4 2 664 5:30 PM 109 133 3 9 199 33 21 7 103 3 4 4 628 5:45 PM 93 121 2 7 155 30 41 3 99 1 0 0 552 6:00 PM 73 92 0 2 158 26 29 5 71 1 2 2 461 6:15 PM 74 99 1 1 163 14 21 5 95 3 2 2 480 Volumes 1007 1493 16 45 1985 298 337 55 1142 25 27 19 6449 Approach %40.02 59.34 0.64 1.93 85.27 12.80 21.97 3.59 74.45 35.21 38.03 26.76 App/Depart 2516 /1849 2328 /3152 1534 /116 71 /1332 Peak Volumes 375 522 9 24 775 128 125 18 449 9 10 9 2453 Approach %41.39 57.62 0.99 2.59 83.60 13.81 21.11 3.04 75.84 32.14 35.71 32.14 Pk Hr FACTOR:0.9236 PM Pk Hr at: Melrose Dr.07/30/13 Carlsbad Alga Rd.TUESDAY 13-1194-035 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.92 0.88 0.81 0.64 500 0.89 0.97 0.90 0.63 730 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Street at Jefferson 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 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 2 0 2 2 1 1 0 1 1 1 1 Capacity 1800 4000 0 3600 4000 1800 1800 0 1800 1800 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 38 119 8 92 118 72 68 23 29 5 12 45 Adjusted Hourly Volume 38 127 0 210 118 72 68 0 52 5 12 45 Utilization Factor 0.02 0.03 0.00 0.06 0.03 0.04 0.04 0.00 0.03 0.00 0.01 0.03 Critical Factors 0.03 0.06 0.04 0.03 ICU Ratio =0.26 LOS =A Turning Movements at Intersection of :Jefferson Street and Jefferson Street-Marron Road Time : to North Approach Jefferson Street-Marron Road Date : Day :Tuesday 515 Total Name :FDS 282 233 Subtotals 1 Sub -72 118 92 Sub - Totals totals totals Totals W E e 122 a s 242 0 68 45 s t 120 23 12 62 t 29 5 0 184 A North A p 122 p p p r r 38 119 8 Jefferson Street 0 Subtotals 152 165 Total 317 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 9:30 AM 8:30 AM Jefferson Street at Jefferson 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 2 0 2 2 1 1 0 1 1 1 1 Capacity 1800 4000 0 3600 4000 1800 1800 0 1800 1800 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 90 339 5 246 380 90 197 51 84 10 37 190 Adjusted Hourly Volume 90 344 0 626 380 90 197 0 135 10 37 190 Utilization Factor 0.05 0.09 0.00 0.17 0.10 0.05 0.11 0.00 0.08 0.01 0.02 0.11 Critical Factors 0.09 0.17 0.11 0.11 ICU Ratio =0.58 LOS =A Turning Movements at Intersection of :Jefferson Street and Jefferson Street-Marron Road Time : to North Approach Jefferson Street-Marron Road Date : Day :Tuesday 1445 Total Name :FDS 716 729 Subtotals 3 Sub -90 380 246 Sub - Totals totals totals Totals W E e 216 a s 548 0 197 190 s t 332 51 37 237 t 84 10 1 537 A North A p 300 p p p r r 90 339 5 Jefferson Street 1 Subtotals 474 434 Total 908 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 10 16 1 5 9 29 6 0 1 0 1 5 83 6:45 AM 5 17 0 8 24 35 7 0 51 0 0 2 149 7:00 AM 7 23 0 7 25 44 4 0 7 0 0 4 121 7:15 AM 8 16 0 6 21 37 8 2 4 0 0 1 103 7:30 AM 9 25 2 7 29 39 9 0 4 0 0 1 125 7:45 AM 8 19 0 17 39 58 13 2 6 0 0 7 169 8:00 AM 7 18 0 10 28 20 11 1 4 0 0 4 103 8:15 AM 8 24 0 16 35 42 15 5 10 0 1 8 164 8:30 AM 11 32 1 15 24 15 12 4 6 1 1 8 130 8:45 AM 10 30 2 26 31 23 15 7 9 0 3 7 163 9:00 AM 10 34 3 24 34 18 20 4 6 2 4 13 172 9:15 AM 7 23 2 27 29 16 21 8 8 2 4 17 164 Volumes 100 277 11 168 328 376 141 33 116 5 14 77 1646 Approach %25.77 71.39 2.84 19.27 37.61 43.12 48.62 11.38 40.00 5.21 14.58 80.21 App/Depart 388 /495 872 /449 290 /212 96 /490 Peak Volumes 38 119 8 92 118 72 68 23 29 5 12 45 629 Approach %23.03 72.12 4.85 32.62 41.84 25.53 56.67 19.17 24.17 8.06 19.35 72.58 Pk Hr FACTOR:0.9142 AM Pk Hr at: PM 3:30 PM 19 76 1 65 84 21 50 10 12 0 7 37 382 3:45 PM 26 85 3 59 114 38 42 15 14 2 8 35 441 4:00 PM 21 83 2 69 85 45 40 11 24 4 6 59 449 4:15 PM 16 89 4 44 81 37 40 16 21 1 8 37 394 4:30 PM 17 72 1 68 103 40 37 14 12 4 10 37 415 4:45 PM 21 80 2 68 105 23 52 14 25 3 6 52 451 5:00 PM 25 100 1 55 69 16 46 15 23 1 9 45 405 5:15 PM 27 87 1 55 103 11 62 8 24 2 12 56 448 5:30 PM 18 82 1 49 81 20 62 6 21 1 9 44 394 5:45 PM 30 76 1 62 78 23 51 9 22 3 12 49 416 6:00 PM 18 74 1 56 63 18 52 9 4 1 8 34 338 6:15 PM 20 81 2 45 68 26 32 5 8 1 3 27 318 Volumes 258 985 20 695 1034 318 566 132 210 23 98 512 4851 Approach %20.43 77.99 1.58 33.95 50.51 15.53 62.33 14.54 23.13 3.63 15.48 80.88 App/Depart 1263 /2063 2047 /1267 908 /847 633 /674 Peak Volumes 90 339 5 246 380 90 197 51 84 10 37 190 1719 Approach %20.74 78.11 1.15 34.36 53.07 12.57 59.34 15.36 25.30 4.22 15.61 80.17 Pk Hr FACTOR:0.9529 PM Pk Hr at: 0.86 0.85 0.88 0.85 430 0.88 0.88 0.81 0.67 830 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Marron Rd.08/06/13 Carlsbad Jefferson St.TUESDAY 13-1194-036 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Monroe Street at 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 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 2 0 1 2 0 Capacity 1800 2000 1800 1800 2000 1800 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 81 22 46 23 14 18 11 86 64 49 75 37 Adjusted Hourly Volume 81 22 46 23 14 18 11 150 0 49 112 0 Utilization Factor 0.05 0.01 0.03 0.01 0.01 0.01 0.01 0.04 0.00 0.03 0.03 0.00 Critical Factors 0.05 0.01 0.04 0.03 ICU Ratio =0.23 LOS =A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day :Tuesday 125 Total Name :FDS 55 70 Subtotals 0 Sub -18 14 23 Sub - Totals totals totals Totals W E e 174 a s 335 0 11 37 s t 161 86 75 161 t 64 49 0 316 A North A p 155 p p p r r 81 22 46 Marron Road 0 Subtotals 127 149 Total 276 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 9:30 AM 8:30 AM Monroe Street at 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 2 0 1 2 0 Capacity 1800 2000 1800 1800 2000 1800 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 106 59 80 84 67 72 48 253 159 84 286 95 Adjusted Hourly Volume 106 59 80 84 67 72 48 412 0 84 381 0 Utilization Factor 0.06 0.03 0.04 0.05 0.03 0.04 0.03 0.10 0.00 0.05 0.10 0.00 Critical Factors 0.06 0.04 0.10 0.05 ICU Ratio =0.35 LOS =A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day :Tuesday 425 Total Name :FDS 223 202 Subtotals 0 Sub -72 67 84 Sub - Totals totals totals Totals W E e 464 a s 924 0 48 95 s t 460 253 286 465 t 159 84 0 882 A North A p 417 p p p r r 106 59 80 Marron Road 0 Subtotals 310 245 Total 555 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/06/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 14 3 3 3 1 2 0 5 8 0 14 4 57 6:45 AM 18 2 10 2 3 2 1 13 57 9 5 4 126 7:00 AM 16 3 4 1 1 2 1 13 18 3 12 7 81 7:15 AM 10 1 2 4 3 3 4 17 8 7 12 3 74 7:30 AM 18 2 7 2 1 3 2 18 17 9 16 4 99 7:45 AM 15 3 5 3 2 1 1 22 21 15 13 5 106 8:00 AM 9 3 8 3 0 2 2 24 10 7 17 7 92 8:15 AM 24 4 14 7 1 4 4 19 22 8 10 5 122 8:30 AM 21 5 5 2 2 6 1 16 15 11 14 7 105 8:45 AM 20 3 7 5 3 5 3 22 15 16 23 7 129 9:00 AM 20 6 18 9 4 4 5 24 19 11 22 10 152 9:15 AM 20 8 16 7 5 3 2 24 15 11 16 13 140 Volumes 205 43 99 48 26 37 26 217 225 107 174 76 1283 Approach %59.08 12.39 28.53 43.24 23.42 33.33 5.56 46.37 48.08 29.97 48.74 21.29 App/Depart 347 /145 111 /358 468 /364 357 /416 Peak Volumes 81 22 46 23 14 18 11 86 64 49 75 37 526 Approach %54.36 14.77 30.87 41.82 25.45 32.73 6.83 53.42 39.75 30.43 46.58 22.98 Pk Hr FACTOR:0.8651 AM Pk Hr at: PM 3:30 PM 18 17 14 23 10 17 11 46 39 22 53 21 291 3:45 PM 33 8 21 21 18 19 21 59 41 23 70 29 363 4:00 PM 17 18 22 27 16 24 14 75 36 25 66 12 352 4:15 PM 25 14 13 18 11 22 13 59 39 19 61 24 318 4:30 PM 19 16 18 18 16 17 17 62 41 13 52 25 314 4:45 PM 26 14 20 20 18 19 12 69 44 21 73 27 363 5:00 PM 30 15 20 23 13 19 9 57 37 21 71 24 339 5:15 PM 23 16 17 27 22 15 12 74 44 23 77 14 364 5:30 PM 27 14 23 14 14 19 15 53 34 19 65 30 327 5:45 PM 20 18 22 20 20 14 9 55 28 23 67 16 312 6:00 PM 23 10 20 26 6 19 3 39 24 13 53 17 253 6:15 PM 22 12 20 14 13 16 10 46 24 20 70 28 295 Volumes 283 172 230 251 177 220 146 694 431 242 778 267 3891 Approach %41.31 25.11 33.58 38.73 27.31 33.95 11.49 54.60 33.91 18.80 60.45 20.75 App/Depart 685 /585 648 /850 1271 /1175 1287 /1281 Peak Volumes 106 59 80 84 67 72 48 253 159 84 286 95 1393 Approach %43.27 24.08 32.65 37.67 30.04 32.29 10.43 55.00 34.57 18.06 61.51 20.43 Pk Hr FACTOR:0.9567 PM Pk Hr at: 0.94 0.87 0.88 0.96 445 0.85 0.81 0.84 0.88 830 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Monroe St. 08/06/13 Carlsbad Marron Rd.TUESDAY 13-1194-037 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Cannon Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 2 0 1 0 0 0 0 2 0 1 3 0 Capacity 3600 0 1800 0 0 0 0 4000 0 1800 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 98 0 63 0 0 0 0 1218 363 99 582 0 Adjusted Hourly Volume 98 0 0 0 0 0 0 1581 0 99 582 0 Utilization Factor 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.00 0.06 0.10 0.00 Critical Factors 0.03 0.00 0.00 0.40 0.06 ICU Ratio =0.59 LOS =A Turning Movements at Intersection of :Cannon Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Wednesday 0 Total Name :FDS 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 680 a s 2261 0 0 0 s t 1581 1218 582 681 t 363 99 0 1962 A North A p 1281 p p p r r 98 0 63 Cannon Road 0 Subtotals 462 161 Total 623 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 8:30 AM 7:30 AM Cannon Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 2 0 1 0 0 0 0 2 0 1 3 0 Capacity 3600 0 1800 0 0 0 0 4000 0 1800 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 531 0 125 0 0 0 0 776 236 107 1378 0 Adjusted Hourly Volume 531 0 18 0 0 0 0 1012 0 107 1378 0 Utilization Factor 0.15 0.00 0.01 0.00 0.00 0.00 0.00 0.25 0.00 0.06 0.23 0.00 Critical Factors 0.15 0.00 0.00 0.25 0.06 ICU Ratio =0.56 LOS =A Turning Movements at Intersection of :Cannon Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Wednesday 0 Total Name :FDS 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1909 a s 2921 0 0 0 s t 1012 776 1378 1485 t 236 107 0 2386 A North A p 901 p p p r r 531 0 125 Cannon Road 0 Subtotals 343 656 Total 999 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 7 0 1 0 0 0 0 135 44 10 130 0 327 6:45 AM 8 0 1 0 0 0 0 199 90 21 130 0 449 7:00 AM 10 0 4 0 0 0 0 172 67 18 147 0 418 7:15 AM 18 0 3 0 0 0 0 244 84 15 132 0 496 7:30 AM 13 0 9 0 0 0 0 268 83 17 149 0 539 7:45 AM 27 0 14 0 0 0 0 355 126 45 144 0 711 8:00 AM 21 0 17 0 0 0 0 326 98 22 137 0 621 8:15 AM 37 0 23 0 0 0 0 269 56 15 152 0 552 8:30 AM 22 0 20 0 0 0 0 297 49 17 128 0 533 8:45 AM 39 0 25 0 0 0 0 321 98 26 155 0 664 9:00 AM 36 0 22 0 0 0 0 253 54 17 111 0 493 9:15 AM 35 0 23 0 0 0 0 221 54 20 118 0 471 Volumes 273 0 162 0 0 0 0 3060 903 243 1633 0 6274 Approach %62.76 0.00 37.24 #DIV/0! #DIV/0! #DIV/0! 0.00 77.21 22.79 12.95 87.05 0.00 App/Depart 435 / 0 0 /1146 3963 /3222 1876 /1906 Peak Volumes 98 0 63 0 0 0 0 1218 363 99 582 0 2423 Approach %60.87 0.00 39.13 #DIV/0! #DIV/0! #DIV/0! 0.00 77.04 22.96 14.54 85.46 0.00 Pk Hr FACTOR:0.852 AM Pk Hr at: PM 3:30 PM 112 0 42 0 0 0 0 186 75 31 210 0 656 3:45 PM 124 0 43 0 0 0 0 222 85 21 224 0 719 4:00 PM 98 0 27 0 0 0 0 175 69 16 255 0 640 4:15 PM 99 0 34 0 0 0 0 180 64 21 222 0 620 4:30 PM 118 0 46 0 0 0 0 164 44 13 294 0 679 4:45 PM 106 0 30 0 0 0 0 194 78 24 255 0 687 5:00 PM 117 0 23 0 0 0 0 214 54 20 308 0 736 5:15 PM 117 0 23 0 0 0 0 211 73 19 279 0 722 5:30 PM 159 0 40 0 0 0 0 192 49 45 354 0 839 5:45 PM 138 0 39 0 0 0 0 159 60 23 437 0 856 6:00 PM 139 0 20 0 0 0 0 163 59 19 330 0 730 6:15 PM 118 0 22 0 0 0 0 178 65 7 322 0 712 Volumes 1445 0 389 0 0 0 0 2238 775 259 3490 0 8596 Approach %78.79 0.00 21.21 #DIV/0! #DIV/0! #DIV/0! 0.00 74.28 25.72 6.91 93.09 0.00 App/Depart 1834 / 0 0 /1034 3013 /2627 3749 /4935 Peak Volumes 531 0 125 0 0 0 0 776 236 107 1378 0 3153 Approach %80.95 0.00 19.05 #DIV/0! #DIV/0! #DIV/0! 0.00 76.68 23.32 7.21 92.79 0.00 Pk Hr FACTOR:0.9209 PM Pk Hr at: 0.82 0.00 0.89 0.81 500 0.67 0.00 0.82 0.90 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Paseo Del Norte 07/10/13 Carlsbad Cannon Rd.WEDNESDAY 13-1194-038 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Road at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:00 AM to 8:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 2 0 0 1 1 1 1 1 1 1 2 0 Capacity 3600 0 0 1800 2000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 182 0 6 0 0 0 4 148 503 89 778 1 Adjusted Hourly Volume 188 0 0 0 0 0 4 148 503 89 779 0 Utilization Factor 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.28 0.05 0.19 0.00 Critical Factors 0.05 0.00 0.00 0.00 0.28 0.05 ICU Ratio =0.48 LOS =A Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day :Tuesday 1 Total Name :FDS 0 1 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 964 a s 1619 4 4 1 s t 655 148 778 868 t 503 89 0 1022 A North A p 154 p p p r r 182 0 6 Cannon Road 0 Subtotals 592 188 Total 780 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 8:00 AM 7:00 AM Cannon Road at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 2 0 0 1 0 0 1 2 0 1 2 0 Capacity 3600 0 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 665 0 57 2 1 0 10 923 248 11 341 1 Adjusted Hourly Volume 722 0 0 3 1 0 10 1171 0 11 342 0 Utilization Factor 0.20 0.00 0.00 0.00 0.00 0.00 0.01 0.29 0.00 0.01 0.09 0.00 Critical Factors 0.20 0.00 0.29 0.01 ICU Ratio =0.60 LOS =A Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day :Tuesday 5 Total Name :FDS 3 2 Subtotals 0 Sub -0 1 2 Sub - Totals totals totals Totals W E e 1015 a s 2196 9 10 1 s t 1181 923 341 353 t 248 11 2 1337 A North A p 984 p p p r r 665 0 57 Cannon Road 0 Subtotals 258 722 Total 980 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 41 0 1 0 1 0 0 24 32 3 155 0 257 6:45 AM 48 0 2 0 0 0 0 20 83 4 234 0 391 7:00 AM 56 0 1 0 0 0 1 33 70 46 188 0 395 7:15 AM 37 0 2 0 0 0 0 40 121 17 184 0 401 7:30 AM 29 0 1 0 0 0 2 35 157 11 193 1 429 7:45 AM 60 0 2 0 0 0 1 40 155 15 213 0 486 8:00 AM 51 0 0 0 0 0 4 43 145 7 126 0 376 8:15 AM 46 0 4 0 0 0 8 38 144 10 134 0 384 8:30 AM 45 0 2 0 0 0 4 47 130 8 146 1 383 8:45 AM 51 0 1 0 0 0 3 54 120 5 145 1 380 9:00 AM 40 0 2 0 0 1 5 57 108 7 117 2 339 9:15 AM 35 1 2 0 0 2 8 56 78 6 116 0 304 Volumes 539 1 20 0 1 3 36 487 1343 139 1951 5 4525 Approach %96.25 0.18 3.57 0.00 25.00 75.00 1.93 26.10 71.97 6.63 93.13 0.24 App/Depart 560 /42 4 /1483 1866 /507 2095 /2493 Peak Volumes 182 0 6 0 0 0 4 148 503 89 778 1 1711 Approach %96.81 0.00 3.19 #DIV/0! #DIV/0! #DIV/0! 0.61 22.60 76.79 10.25 89.63 0.12 Pk Hr FACTOR:0.8801 AM Pk Hr at: PM 3:30 PM 78 1 9 1 0 0 2 153 54 4 84 0 386 3:45 PM 88 1 10 0 1 1 6 151 56 3 83 0 400 4:00 PM 95 0 7 2 0 0 1 191 65 4 61 0 426 4:15 PM 112 0 12 0 0 0 3 166 38 2 72 1 406 4:30 PM 122 0 7 0 0 0 1 211 55 2 88 0 486 4:45 PM 114 0 10 0 0 0 1 212 48 2 88 1 476 5:00 PM 192 0 18 0 0 0 2 251 67 3 90 1 624 5:15 PM 188 0 15 0 0 0 2 250 66 2 98 0 621 5:30 PM 151 0 16 1 0 0 4 226 51 3 83 0 535 5:45 PM 134 0 8 1 1 0 2 196 64 3 70 0 479 6:00 PM 93 0 5 0 0 1 5 193 47 4 80 0 428 6:15 PM 71 0 4 0 0 0 1 169 39 1 74 0 359 Volumes 1438 2 121 5 2 2 30 2369 650 33 971 3 5626 Approach %92.12 0.13 7.75 55.56 22.22 22.22 0.98 77.70 21.32 3.28 96.43 0.30 App/Depart 1561 /35 9 /685 3049 /2495 1007 /2411 Peak Volumes 665 0 57 2 1 0 10 923 248 11 341 1 2259 Approach %92.11 0.00 7.89 66.67 33.33 0.00 0.85 78.15 21.00 3.12 96.60 0.28 Pk Hr FACTOR:0.905 PM Pk Hr at: 0.86 0.38 0.92 0.88 500 0.76 0.00 0.84 0.93 700 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Faraday Ave.07/23/13 Carlsbad Cannon Rd.TUESDAY 13-1194-039 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 College Boulevard at Carlsbad Village 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 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0 2 0 1 1 1 0 Capacity 1800 4000 0 1800 4000 0 3600 0 1800 1800 2000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 47 296 3 1 1041 160 233 4 73 2 8 7 Adjusted Hourly Volume 47 299 0 1 1201 0 237 0 26 2 15 0 Utilization Factor 0.03 0.07 0.00 0.00 0.30 0.00 0.07 0.00 0.01 0.00 0.01 0.00 Critical Factors 0.03 0.30 0.07 0.01 ICU Ratio =0.51 LOS =A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day :Thursday 1738 Total Name :FDS 1202 536 Subtotals 0 Sub -160 1041 1 Sub - Totals totals totals Totals W E e 215 a s 525 0 233 7 s t 310 4 8 17 t 73 2 0 25 A North A p 8 p p p r r 47 296 3 Carlsbad Village Drive 0 Subtotals 1116 346 Total 1462 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/13 8:30 AM 7:30 AM College Boulevard at Carlsbad Village 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0 2 0 1 1 0 1 Capacity 1800 4000 0 1800 4000 0 3600 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 83 1218 6 9 439 323 312 5 46 0 3 4 Adjusted Hourly Volume 83 1224 0 9 762 0 317 0 0 0 0 7 Utilization Factor 0.05 0.31 0.00 0.01 0.19 0.00 0.09 0.00 0.00 0.00 0.00 0.00 Critical Factors 0.31 0.01 0.09 0.00 ICU Ratio =0.51 LOS =A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day :Thursday 2305 Total Name :FDS 771 1534 Subtotals 0 Sub -323 439 9 Sub - Totals totals totals Totals W E e 408 a s 771 0 312 4 s t 363 5 3 7 t 46 0 0 27 A North A p 20 p p p r r 83 1218 6 Carlsbad Village Drive 1 Subtotals 486 1307 Total 1793 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 2 37 0 0 229 13 24 0 3 0 2 2 312 6:45 AM 2 44 1 0 305 21 47 0 13 1 0 2 436 7:00 AM 11 53 0 0 252 33 43 0 4 0 2 2 400 7:15 AM 4 62 0 0 258 33 43 0 14 0 0 4 418 7:30 AM 11 68 0 0 322 37 53 1 12 1 1 2 508 7:45 AM 9 74 1 0 288 32 60 1 22 0 1 1 489 8:00 AM 8 77 2 0 227 53 64 0 14 1 4 4 454 8:15 AM 19 77 0 1 204 38 56 2 25 0 2 0 424 8:30 AM 14 80 2 0 215 63 30 2 16 2 2 4 430 8:45 AM 14 75 0 0 197 53 66 1 17 2 1 2 428 9:00 AM 14 77 0 2 152 52 59 0 23 0 0 4 383 9:15 AM 12 80 0 0 159 57 45 0 11 0 1 1 366 Volumes 120 804 6 3 2808 485 590 7 174 7 16 28 5048 Approach %12.90 86.45 0.65 0.09 85.19 14.71 76.52 0.91 22.57 13.73 31.37 54.90 App/Depart 930 /1422 3296 /2989 771 /16 51 /621 Peak Volumes 47 296 3 1 1041 160 233 4 73 2 8 7 1875 Approach %13.58 85.55 0.87 0.08 86.61 13.31 75.16 1.29 23.55 11.76 47.06 41.18 Pk Hr FACTOR:0.9227 AM Pk Hr at: PM 3:30 PM 10 221 1 3 132 66 55 0 9 0 4 1 502 3:45 PM 14 189 1 3 114 88 69 0 9 0 1 2 490 4:00 PM 17 276 0 3 108 72 61 2 11 0 0 3 553 4:15 PM 3 254 0 0 117 79 58 1 7 1 1 0 521 4:30 PM 21 237 1 1 113 83 52 2 9 0 1 1 521 4:45 PM 12 287 3 2 114 87 78 1 10 0 1 1 596 5:00 PM 26 304 1 4 116 76 54 4 13 0 2 0 600 5:15 PM 23 347 1 0 107 80 86 0 10 0 0 2 656 5:30 PM 21 280 1 3 102 80 94 0 13 0 0 1 595 5:45 PM 24 236 1 1 80 69 121 6 17 0 1 5 561 6:00 PM 20 249 3 3 100 61 119 3 15 0 1 3 577 6:15 PM 21 192 1 1 71 75 140 3 10 0 0 4 518 Volumes 212 3072 14 24 1274 916 987 22 133 1 12 23 6690 Approach %6.43 93.15 0.42 1.08 57.54 41.37 86.43 1.93 11.65 2.78 33.33 63.89 App/Depart 3298 /4082 2214 /1408 1142 /60 36 /1140 Peak Volumes 82 1218 6 9 439 323 312 5 46 0 3 4 2447 Approach %6.28 93.26 0.46 1.17 56.94 41.89 85.95 1.38 12.67 0.00 42.86 57.14 Pk Hr FACTOR:0.9325 PM Pk Hr at: College Blvd.07/18/13 Carlsbad Carlsbad Village Dr.THURSDAY 13-1194-040 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.88 0.95 0.85 0.88 445 0.90 0.84 0.93 0.47 730 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Boulevard at Faraday 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 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 2 1 1 2 2 0 1 2 0 1 2 0 Capacity 3600 2000 1800 3600 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 167 219 242 158 270 53 43 383 90 203 486 71 Adjusted Hourly Volume 167 219 242 158 323 0 43 473 0 203 557 0 Utilization Factor 0.05 0.11 0.13 0.04 0.08 0.00 0.02 0.12 0.00 0.11 0.14 0.00 Critical Factors 0.13 0.04 0.12 0.11 ICU Ratio =0.50 LOS =A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day :Tuesday 814 Total Name :FDS 481 333 Subtotals 0 Sub -53 270 158 Sub - Totals totals totals Totals W E e 706 a s 1222 0 43 71 s t 516 383 486 760 t 90 203 0 1543 A North A p 783 p p p r r 167 219 242 Faraday Avenue 0 Subtotals 563 628 Total 1191 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 8:45 AM 7:45 AM College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 2 2 0 2 2 0 1 2 0 1 2 0 Capacity 3600 4000 0 3600 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 102 374 146 7 144 42 45 392 155 273 412 118 Adjusted Hourly Volume 102 520 0 7 186 0 45 547 0 273 530 0 Utilization Factor 0.03 0.13 0.00 0.00 0.05 0.00 0.03 0.14 0.00 0.15 0.13 0.00 Critical Factors 0.13 0.00 0.14 0.15 ICU Ratio =0.52 LOS =A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day :Tuesday 730 Total Name :FDS 193 537 Subtotals 0 Sub -42 144 7 Sub - Totals totals totals Totals W E e 556 a s 1148 0 45 118 s t 592 392 412 803 t 155 273 0 1348 A North A p 545 p p p r r 102 374 146 Faraday Avenue 0 Subtotals 572 622 Total 1194 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/23/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 9 6 8 20 27 2 4 22 10 28 22 8 166 6:45 AM 8 12 14 47 39 4 6 58 9 25 41 11 274 7:00 AM 12 11 21 34 38 13 3 57 21 24 52 10 296 7:15 AM 15 26 25 23 51 5 4 69 61 50 56 19 404 7:30 AM 40 21 66 28 54 13 20 86 19 34 77 11 469 7:45 AM 34 49 68 51 87 11 7 101 22 36 78 20 564 8:00 AM 46 56 55 40 61 9 13 111 26 47 135 27 626 8:15 AM 38 68 72 35 61 16 10 95 25 56 161 6 643 8:30 AM 49 46 47 32 61 17 13 76 17 64 112 18 552 8:45 AM 66 38 52 36 49 12 2 74 18 69 88 6 510 9:00 AM 41 50 30 12 49 9 3 79 18 50 91 10 442 9:15 AM 42 23 60 16 34 3 7 60 8 33 73 7 366 Volumes 400 406 518 374 611 114 92 888 254 516 986 153 5312 Approach %30.21 30.66 39.12 34.03 55.60 10.37 7.46 71.96 20.58 31.18 59.58 9.24 App/Depart 1324 /651 1099 /1381 1234 /1780 1655 /1500 Peak Volumes 167 219 242 158 270 53 43 383 90 203 486 71 2385 Approach %26.59 34.87 38.54 32.85 56.13 11.02 8.33 74.22 17.44 26.71 63.95 9.34 Pk Hr FACTOR:0.9273 AM Pk Hr at: PM 3:30 PM 20 53 19 2 34 9 10 59 25 48 74 31 384 3:45 PM 13 51 22 7 30 9 7 54 18 36 63 15 325 4:00 PM 29 85 29 3 30 4 5 80 29 44 52 36 426 4:15 PM 25 77 28 4 52 4 9 58 23 38 68 18 404 4:30 PM 12 74 18 3 40 9 13 90 28 55 81 29 452 4:45 PM 15 51 22 4 29 12 7 75 24 40 58 18 355 5:00 PM 31 127 32 1 30 10 15 104 44 88 130 42 654 5:15 PM 37 92 31 0 34 18 9 111 35 72 113 32 584 5:30 PM 24 88 50 4 33 5 4 106 42 56 89 24 525 5:45 PM 10 67 33 2 47 9 17 71 34 57 80 20 447 6:00 PM 23 62 27 2 23 3 7 61 27 63 58 29 385 6:15 PM 12 42 24 1 17 6 10 52 17 37 45 17 280 Volumes 251 869 335 33 399 98 113 921 346 634 911 311 5221 Approach %17.25 59.73 23.02 6.23 75.28 18.49 8.19 66.74 25.07 34.16 49.08 16.76 App/Depart 1455 /1293 530 /1379 1380 /1289 1856 /1260 Peak Volumes 102 374 146 7 144 42 45 392 155 273 412 118 2210 Approach %16.40 60.13 23.47 3.63 74.61 21.76 7.60 66.22 26.18 34.00 51.31 14.69 Pk Hr FACTOR:0.8448 PM Pk Hr at: College Blvd.07/23/13 Carlsbad Faraday Ave.TUESDAY 13-1194-041 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.82 0.83 0.91 0.77 500 0.88 0.81 0.86 0.85 745 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 0 0 0 2 0 2 0 1 2 0 Capacity 0 0 0 0 0 3600 0 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 112 1 325 0 448 289 182 635 0 Adjusted Hourly Volume 0 0 0 0 0 438 0 737 0 182 635 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.18 0.00 0.10 0.16 0.00 Critical Factors 0.00 0.12 0.18 0.10 ICU Ratio =0.50 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day :Tuesday 438 Total Name :FDS 438 0 Subtotals 0 Sub -325 1 112 Sub - Totals totals totals Totals W E e 960 a s 1697 0 0 0 s t 737 448 635 817 t 289 182 0 1377 A North A p 560 p p p r r 0 0 0 Carlsbad Village Drive 0 Subtotals 472 0 Total 472 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 9:30 AM 8:30 AM I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 0 0 0 2 0 2 0 1 2 0 Capacity 0 0 0 0 0 3600 0 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 143 3 380 0 816 357 171 720 0 Adjusted Hourly Volume 0 0 0 0 0 526 0 1173 0 171 720 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.15 0.00 0.29 0.00 0.10 0.18 0.00 Critical Factors 0.00 0.15 0.29 0.10 ICU Ratio =0.64 LOS =B Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day :Tuesday 526 Total Name :FDS 526 0 Subtotals 0 Sub -380 3 143 Sub - Totals totals totals Totals W E e 1100 a s 2273 0 0 0 s t 1173 816 720 891 t 357 171 0 1850 A North A p 959 p p p r r 0 0 0 Carlsbad Village Drive 0 Subtotals 531 0 Total 531 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 0 0 0 10 0 45 0 60 51 53 64 0 283 6:45 AM 0 0 0 10 0 47 0 73 40 59 77 0 306 7:00 AM 0 0 0 8 0 37 0 88 37 51 75 0 296 7:15 AM 0 0 0 17 1 58 0 84 60 59 98 0 377 7:30 AM 0 0 0 17 2 57 0 105 51 48 121 0 401 7:45 AM 0 0 0 21 0 64 0 87 61 62 149 0 444 8:00 AM 0 0 0 16 0 58 0 82 45 59 108 0 368 8:15 AM 0 0 0 23 0 53 0 99 57 68 144 0 444 8:30 AM 0 0 0 20 0 67 0 94 65 44 133 0 423 8:45 AM 0 0 0 31 0 97 0 114 72 41 192 0 547 9:00 AM 0 0 0 31 1 81 0 113 68 41 155 0 490 9:15 AM 0 0 0 30 0 80 0 127 84 56 155 0 532 Volumes 0 0 0 234 4 744 0 1126 691 641 1471 0 4911 Approach %#DIV/0! #DIV/0! #DIV/0! 23.83 0.41 75.76 0.00 61.97 38.03 30.35 69.65 0.00 App/Depart 0 / 0 982 /1336 1817 /1360 2112 /2215 Peak Volumes 0 0 0 112 1 325 0 448 289 182 635 0 1992 Approach %#DIV/0! #DIV/0! #DIV/0! 25.57 0.23 74.20 0.00 60.79 39.21 22.28 77.72 0.00 Pk Hr FACTOR:0.9104 AM Pk Hr at: PM 3:30 PM 0 0 0 28 0 69 0 186 97 37 209 0 626 3:45 PM 0 0 0 34 1 101 0 186 83 52 172 0 629 4:00 PM 0 0 0 24 0 84 0 211 93 52 180 0 644 4:15 PM 0 0 0 34 0 86 0 183 70 38 181 0 592 4:30 PM 0 0 0 37 1 113 0 195 102 31 188 0 667 4:45 PM 0 0 0 30 0 95 0 219 88 47 173 0 652 5:00 PM 0 0 0 44 2 72 0 209 79 49 170 0 625 5:15 PM 0 0 0 32 0 100 0 193 88 44 189 0 646 5:30 PM 0 0 0 30 0 93 0 210 85 45 160 0 623 5:45 PM 0 0 0 34 0 90 0 180 62 35 160 0 561 6:00 PM 0 0 0 34 1 88 0 212 82 40 202 0 659 6:15 PM 0 0 0 31 0 83 0 186 71 35 183 0 589 Volumes 0 0 0 392 5 1074 0 2370 1000 505 2167 0 7513 Approach %#DIV/0! #DIV/0! #DIV/0! 26.65 0.34 73.01 0.00 70.33 29.67 18.90 81.10 0.00 App/Depart 0 / 0 1471 /1510 3370 /2762 2672 /3241 Peak Volumes 0 0 0 143 3 380 0 816 357 171 720 0 2590 Approach %#DIV/0! #DIV/0! #DIV/0! 27.19 0.57 72.24 0.00 69.57 30.43 19.19 80.81 0.00 Pk Hr FACTOR:0.9708 PM Pk Hr at: 0.00 0.87 0.96 0.96 430 0.00 0.86 0.87 0.88 830 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND I-5 Southbound Ramps 07/16/13 Carlsbad Carlsbad Village Dr.TUESDAY 13-1194-042 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 1 0 0 0 1 2 0 0 2 0 Capacity 1800 0 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 305 2 131 0 0 0 260 302 0 0 510 115 Adjusted Hourly Volume 307 0 131 0 0 0 260 302 0 0 625 0 Utilization Factor 0.17 0.00 0.07 0.00 0.00 0.00 0.14 0.08 0.00 0.00 0.16 0.00 Critical Factors 0.17 0.00 0.00 0.14 0.16 ICU Ratio =0.57 LOS =A Turning Movements at Intersection of :I-5 Northbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Northbound Ramps Date : Day :Tuesday 377 Total Name :FDS 0 377 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 815 a s 1377 0 260 115 s t 562 302 510 625 t 0 0 0 1058 A North A p 433 p p p r r 305 2 131 Carlsbad Village Drive 0 Subtotals 0 438 Total 438 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 9:30 AM 8:30 AM I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 1 0 0 0 1 2 0 0 2 0 Capacity 1800 0 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 325 1 242 0 0 0 379 579 0 0 551 163 Adjusted Hourly Volume 326 0 242 0 0 0 379 579 0 0 714 0 Utilization Factor 0.18 0.00 0.13 0.00 0.00 0.00 0.21 0.14 0.00 0.00 0.18 0.00 Critical Factors 0.18 0.00 0.00 0.21 0.18 ICU Ratio =0.67 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Northbound Ramps Date : Day :Tuesday 543 Total Name :FDS 0 543 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 876 a s 1834 0 379 163 s t 958 579 551 714 t 0 0 0 1535 A North A p 821 p p p r r 325 1 242 Carlsbad Village Drive 0 Subtotals 0 568 Total 568 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/16/13 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 22 0 20 0 0 0 43 26 0 0 103 28 242 6:45 AM 33 0 21 0 0 0 54 27 0 0 96 31 262 7:00 AM 25 0 16 0 0 0 53 39 0 0 109 32 274 7:15 AM 37 0 28 0 0 0 66 40 0 0 115 33 319 7:30 AM 43 0 21 0 0 0 75 48 0 0 121 33 341 7:45 AM 75 0 32 0 0 0 42 67 0 0 134 49 399 8:00 AM 56 0 33 0 0 0 46 49 0 0 106 25 315 8:15 AM 47 0 37 0 0 0 49 68 0 0 169 42 412 8:30 AM 66 0 33 0 0 0 59 50 0 0 108 25 341 8:45 AM 96 1 40 0 0 0 68 81 0 0 138 30 454 9:00 AM 76 1 29 0 0 0 67 77 0 0 123 32 405 9:15 AM 67 0 29 0 0 0 66 94 0 0 141 28 425 Volumes 643 2 339 0 0 0 688 666 0 0 1463 388 4189 Approach %65.35 0.20 34.45 #DIV/0! #DIV/0! #DIV/0! 50.81 49.19 0.00 0.00 79.04 20.96 App/Depart 984 /1078 0 / 0 1354 /1005 1851 /2106 Peak Volumes 305 2 131 0 0 0 260 302 0 0 510 115 1625 Approach %69.63 0.46 29.91 #DIV/0! #DIV/0! #DIV/0! 46.26 53.74 0.00 0.00 81.60 18.40 Pk Hr FACTOR:0.8948 AM Pk Hr at: PM 3:30 PM 96 1 63 0 0 0 78 127 0 0 169 34 568 3:45 PM 91 0 60 0 0 0 111 117 0 0 138 34 551 4:00 PM 90 0 55 0 0 0 105 130 0 0 148 36 564 4:15 PM 85 0 67 0 0 0 94 118 0 0 139 32 535 4:30 PM 78 0 63 0 0 0 101 137 0 0 129 32 540 4:45 PM 79 1 53 0 0 0 88 153 0 0 143 36 553 5:00 PM 87 0 62 0 0 0 114 143 0 0 135 50 591 5:15 PM 81 0 64 0 0 0 76 146 0 0 144 45 556 5:30 PM 83 1 48 0 0 0 94 137 0 0 128 30 521 5:45 PM 78 0 62 0 0 0 95 126 0 0 114 36 511 6:00 PM 116 0 67 0 0 0 83 149 0 0 134 39 588 6:15 PM 103 0 76 0 0 0 101 128 0 0 110 30 548 Volumes 1067 3 740 0 0 0 1140 1611 0 0 1631 434 6626 Approach %58.95 0.17 40.88 #DIV/0! #DIV/0! #DIV/0! 41.44 58.56 0.00 0.00 78.98 21.02 App/Depart 1810 /1577 0 / 0 2751 /2351 2065 /2698 Peak Volumes 325 1 242 0 0 0 379 579 0 0 551 163 2240 Approach %57.22 0.18 42.61 #DIV/0! #DIV/0! #DIV/0! 39.56 60.44 0.00 0.00 77.17 22.83 Pk Hr FACTOR:0.9475 PM Pk Hr at: 0.95 0.00 0.93 0.94 430 0.80 0.00 0.88 0.92 830 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND I-5 Northbound Ramps 07/16/13 Carlsbad Carlsbad Village Dr.TUESDAY 13-1194-043 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 INTERSECTION ANALYSIS SUMMARY Intersection Number: 44 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 Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 2 0 1 0 2 1 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 897 0 294 0 344 50 309 319 0 Adjusted Hourly Volume 0 0 0 897 0 294 0 344 50 309 319 0 Utilization Factor 0.00 0.00 0.00 0.25 0.00 0.16 0.00 0.09 0.03 0.09 0.08 0.00 Critical Factors 0.00 0.00 0.25 0.09 0.09 ICU Ratio =0.53 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day :Wednesday 1191 Total Name :FDS 1191 0 Subtotals 0 Sub -294 0 897 Sub - Totals totals totals Totals W E e 613 a s 1007 0 0 0 s t 394 344 319 628 t 50 309 0 1869 A North A p 1241 p p p r r 0 0 0 Cannon Road 0 Subtotals 359 0 Total 359 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 8:45 AM 7:45 AM I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 2 0 1 0 2 1 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 388 0 171 0 627 98 505 461 0 Adjusted Hourly Volume 0 0 0 388 0 171 0 627 98 505 461 0 Utilization Factor 0.00 0.00 0.00 0.11 0.00 0.10 0.00 0.16 0.05 0.14 0.12 0.00 Critical Factors 0.00 0.00 0.11 0.16 0.14 ICU Ratio =0.51 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day :Wednesday 559 Total Name :FDS 559 0 Subtotals 0 Sub -171 0 388 Sub - Totals totals totals Totals W E e 632 a s 1357 0 0 0 s t 725 627 461 966 t 98 505 0 1981 A North A p 1015 p p p r r 0 0 0 Cannon Road 0 Subtotals 603 0 Total 603 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 0 0 0 109 1 67 0 48 7 60 44 0 336 6:45 AM 0 0 0 133 0 68 0 71 11 78 58 0 419 7:00 AM 0 0 0 132 0 43 0 54 12 95 62 0 398 7:15 AM 0 0 0 164 0 88 0 84 12 71 79 0 498 7:30 AM 0 0 0 179 0 65 0 82 11 59 58 0 454 7:45 AM 0 0 0 300 0 82 0 98 9 71 81 0 641 8:00 AM 0 0 0 212 0 85 0 97 12 82 87 0 575 8:15 AM 0 0 0 186 0 61 0 82 12 81 90 0 512 8:30 AM 0 0 0 199 0 66 0 67 17 75 61 0 485 8:45 AM 0 0 0 245 0 56 0 110 19 64 76 0 570 9:00 AM 0 0 0 203 0 56 0 90 14 66 65 0 494 9:15 AM 0 0 0 176 0 45 0 74 21 67 50 0 433 Volumes 0 0 0 2238 1 782 0 957 157 869 811 0 5815 Approach %#DIV/0! #DIV/0! #DIV/0! 74.08 0.03 25.89 0.00 85.91 14.09 51.73 48.27 0.00 App/Depart 0 / 0 3021 /1027 1114 /3195 1680 /1593 Peak Volumes 0 0 0 897 0 294 0 344 50 309 319 0 2213 Approach %#DIV/0! #DIV/0! #DIV/0! 75.31 0.00 24.69 0.00 87.31 12.69 49.20 50.80 0.00 Pk Hr FACTOR:0.8631 AM Pk Hr at: PM 3:30 PM 0 0 0 102 0 37 0 146 36 100 110 0 531 3:45 PM 0 0 0 132 3 41 0 116 22 66 98 0 478 4:00 PM 0 0 0 107 0 36 0 132 20 95 111 0 501 4:15 PM 0 0 0 90 2 36 0 122 21 95 111 0 477 4:30 PM 0 0 0 92 0 35 0 154 24 98 112 0 515 4:45 PM 0 0 0 110 1 41 0 130 24 120 121 0 547 5:00 PM 0 0 0 83 0 43 0 205 22 130 96 0 579 5:15 PM 0 0 0 103 0 52 0 138 28 157 132 0 610 5:30 PM 0 0 0 74 0 36 0 108 26 136 128 0 508 5:45 PM 0 0 0 87 0 31 0 110 24 124 138 0 514 6:00 PM 0 0 0 74 0 29 0 126 23 108 141 0 501 6:15 PM 0 0 0 74 0 29 0 112 24 88 105 0 432 Volumes 0 0 0 1128 6 446 0 1599 294 1317 1403 0 6193 Approach %#DIV/0! #DIV/0! #DIV/0! 71.39 0.38 28.23 0.00 84.47 15.53 48.42 51.58 0.00 App/Depart 0 / 0 1580 /1617 1893 /2727 2720 /1849 Peak Volumes 0 0 0 388 1 171 0 627 98 505 461 0 2251 Approach %#DIV/0! #DIV/0! #DIV/0! 69.29 0.18 30.54 0.00 86.48 13.52 52.28 47.72 0.00 Pk Hr FACTOR:0.9225 PM Pk Hr at: 0.00 0.90 0.80 0.84 430 0.00 0.78 0.90 0.92 745 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND I-5 Southbound Ramps 07/10/13 Carlsbad Cannon Rd.WEDNESDAY 13-1194-044 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 INTERSECTION ANALYSIS SUMMARY Intersection Number: 45 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 Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 2 2 0 0 2 1 Capacity 1800 0 3600 0 0 0 3600 4000 0 0 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 101 1 467 0 0 0 127 1090 0 0 549 191 Adjusted Hourly Volume 102 0 467 0 0 0 127 1090 0 0 549 191 Utilization Factor 0.06 0.00 0.13 0.00 0.00 0.00 0.04 0.27 0.00 0.00 0.14 0.11 Critical Factors 0.13 0.00 0.27 0.00 ICU Ratio =0.50 LOS =A Turning Movements at Intersection of :I-5 Northbound Ramps and Cannon Road Time : to North Approach I-5 Northbound Ramps Date : Day :Wednesday 319 Total Name :FDS 0 319 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 650 a s 1867 0 127 191 s t 1217 1090 549 740 t 0 0 0 2297 A North A p 1557 p p p r r 101 1 467 Cannon Road 0 Subtotals 0 569 Total 569 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 8:45 AM 7:45 AM I-5 Northbound Ramps at Cannon 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 2 2 0 0 1 2 Capacity 1800 0 3600 0 0 0 3600 4000 0 0 2000 3600 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 117 6 408 0 0 0 307 654 0 0 924 1065 Adjusted Hourly Volume 123 0 408 0 0 0 307 654 0 0 663 1326 Utilization Factor 0.07 0.00 0.11 0.00 0.00 0.00 0.09 0.16 0.00 0.00 0.33 0.37 Critical Factors 0.11 0.00 0.09 0.37 ICU Ratio =0.67 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and Cannon Road Time : to North Approach I-5 Northbound Ramps Date : Day :Wednesday 1378 Total Name :FDS 0 1378 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1041 a s 2002 0 307 1065 s t 961 654 924 1989 t 0 0 0 3051 A North A p 1062 p p p r r 117 6 408 Cannon Road 0 Subtotals 0 531 Total 531 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 17 0 32 0 0 0 24 125 0 0 93 29 320 6:45 AM 21 0 89 0 0 0 20 194 0 0 104 29 457 7:00 AM 10 0 69 0 0 0 23 153 0 0 148 28 431 7:15 AM 17 0 88 0 0 0 22 232 0 0 133 34 526 7:30 AM 21 1 122 0 0 0 35 225 0 0 103 54 561 7:45 AM 19 0 118 0 0 0 29 329 0 0 156 44 695 8:00 AM 32 0 119 0 0 0 33 296 0 0 136 42 658 8:15 AM 22 1 117 0 0 0 34 227 0 0 157 42 600 8:30 AM 28 0 113 0 0 0 31 238 0 0 100 63 573 8:45 AM 17 0 130 0 0 0 50 299 0 0 129 68 693 9:00 AM 22 0 96 0 0 0 43 244 0 0 112 67 584 9:15 AM 14 0 85 0 0 0 39 212 0 0 98 55 503 Volumes 240 2 1178 0 0 0 383 2774 0 0 1469 555 6601 Approach %16.90 0.14 82.96 #DIV/0! #DIV/0! #DIV/0! 12.13 87.87 0.00 0.00 72.58 27.42 App/Depart 1420 /940 0 / 0 3157 /3952 2024 /1709 Peak Volumes 101 1 467 0 0 0 127 1090 0 0 549 191 2526 Approach %17.75 0.18 82.07 #DIV/0! #DIV/0! #DIV/0! 10.44 89.56 0.00 0.00 74.19 25.81 Pk Hr FACTOR:0.9086 AM Pk Hr at: PM 3:30 PM 37 1 97 0 0 0 67 154 0 0 176 191 723 3:45 PM 29 0 113 0 0 0 57 183 0 0 144 165 691 4:00 PM 32 2 93 0 0 0 79 157 0 0 173 216 752 4:15 PM 36 4 95 0 0 0 77 156 0 0 166 197 731 4:30 PM 36 2 71 0 0 0 76 148 0 0 183 224 740 4:45 PM 29 2 88 0 0 0 64 177 0 0 215 241 816 5:00 PM 28 1 107 0 0 0 113 167 0 0 201 293 910 5:15 PM 28 2 105 0 0 0 72 163 0 0 263 284 917 5:30 PM 32 1 108 0 0 0 58 147 0 0 245 247 838 5:45 PM 38 0 91 0 0 0 47 135 0 0 233 217 761 6:00 PM 37 1 92 0 0 0 54 150 0 0 205 195 734 6:15 PM 38 2 130 0 0 0 58 112 0 0 163 174 677 Volumes 400 18 1190 0 0 0 822 1849 0 0 2367 2644 9290 Approach %24.88 1.12 74.00 #DIV/0! #DIV/0! #DIV/0! 30.77 69.23 0.00 0.00 47.24 52.76 App/Depart 1608 /3484 0 / 0 2671 /3039 5011 /2767 Peak Volumes 117 6 408 0 0 0 307 654 0 0 924 1065 3481 Approach %22.03 1.13 76.84 #DIV/0! #DIV/0! #DIV/0! 31.95 68.05 0.00 0.00 46.46 53.54 Pk Hr FACTOR:0.949 PM Pk Hr at: 0.94 0.00 0.86 0.91 445 0.94 0.00 0.85 0.93 745 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND I-5 Northbound Ramps 07/10/13 Carlsbad Cannon Rd.WEDNESDAY 13-1194-045 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 INTERSECTION ANALYSIS SUMMARY Intersection Number: 46 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 Ramps at Palomar Airport 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 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow 1 Lane Settings 0 0 0 2 0 1 0 3 0 0 2 1 Capacity 0 0 0 3600 0 1800 0 6000 0 0 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 706 0 262 0 495 132 0 571 330 Adjusted Hourly Volume 0 0 0 706 0 262 0 627 0 0 571 0 Utilization Factor 0.00 0.00 0.00 0.20 0.00 0.15 0.00 0.10 0.00 0.00 0.14 0.00 Critical Factors 0.00 0.00 0.20 0.00 0.14 ICU Ratio =0.44 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Palomar Airport Road Time : to North Approach I-5 Southbound Ramps Date : Day :Thursday 1298 Total Name :FDS 968 330 Subtotals 0 Sub -262 0 706 Sub - Totals totals totals Totals W E e 833 a s 1460 0 0 330 s t 627 495 571 901 t 132 0 0 2102 A North A p 1201 p p p r r 0 0 0 Palomar Airport Road 0 Subtotals 132 0 Total 132 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 9:30 AM 8:30 AM I-5 Southbound Ramps at Palomar Airport 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow 1 Lane Settings 0 0 0 2 0 1 0 3 0 0 2 1 Capacity 0 0 0 3600 0 1800 0 6000 0 0 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 653 0 336 0 807 226 0 854 975 Adjusted Hourly Volume 0 0 0 653 0 336 0 1033 0 0 854 0 Utilization Factor 0.00 0.00 0.00 0.18 0.00 0.19 0.00 0.17 0.00 0.00 0.21 0.00 Critical Factors 0.00 0.19 0.00 0.21 ICU Ratio =0.50 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Palomar Airport Road Time : to North Approach I-5 Southbound Ramps Date : Day :Thursday 1964 Total Name :FDS 989 975 Subtotals 0 Sub -336 0 653 Sub - Totals totals totals Totals W E e 1190 a s 2223 0 0 975 s t 1033 807 854 1829 t 226 0 0 3289 A North A p 1460 p p p r r 0 0 0 Palomar Airport Road 0 Subtotals 226 0 Total 226 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 0 0 0 102 0 53 0 54 21 0 88 69 387 6:45 AM 0 0 0 135 0 60 0 86 23 0 93 65 462 7:00 AM 0 0 0 111 0 47 0 83 16 0 91 76 424 7:15 AM 0 0 0 161 0 83 0 82 17 0 112 63 518 7:30 AM 0 0 0 232 0 98 0 105 17 0 115 70 637 7:45 AM 0 0 0 249 0 88 0 111 24 0 123 43 638 8:00 AM 0 0 0 200 0 77 0 122 22 0 127 52 600 8:15 AM 0 0 0 170 0 65 0 92 28 0 113 51 519 8:30 AM 0 0 0 214 0 69 0 142 29 0 134 71 659 8:45 AM 0 0 0 194 0 86 0 121 30 0 166 82 679 9:00 AM 0 0 0 151 0 50 0 108 34 0 143 79 565 9:15 AM 0 0 0 147 0 57 0 124 39 0 128 98 593 Volumes 0 0 0 2066 0 833 0 1230 300 0 1433 819 6681 Approach %#DIV/0!#DIV/0!#DIV/0!71.27 0.00 28.73 0.00 80.39 19.61 0.00 63.63 36.37 App/Depart 0 /819 2899 /300 1530 /3296 2252 /2266 Peak Volumes 0 0 0 706 0 262 0 495 132 0 571 330 2496 Approach %#DIV/0!#DIV/0!#DIV/0!72.93 0.00 27.07 0.00 78.95 21.05 0.00 63.37 36.63 Pk Hr FACTOR:0.919 AM Pk Hr at: PM 3:30 PM 0 0 0 128 0 56 0 138 59 0 174 243 798 3:45 PM 0 0 0 171 0 64 0 150 51 0 175 232 843 4:00 PM 0 0 0 161 0 78 0 162 57 0 183 241 882 4:15 PM 0 0 0 160 0 47 0 133 59 0 196 228 823 4:30 PM 0 0 0 167 0 80 0 182 66 0 171 236 902 4:45 PM 0 0 0 153 0 80 0 196 53 0 196 254 932 5:00 PM 0 0 0 172 0 87 0 235 63 0 206 241 1004 5:15 PM 0 0 0 166 0 83 0 205 51 0 242 239 986 5:30 PM 0 0 0 162 0 86 0 171 59 0 210 241 929 5:45 PM 0 0 0 129 0 85 0 199 54 0 233 185 885 6:00 PM 0 0 0 127 0 62 0 190 64 0 227 274 944 6:15 PM 0 0 0 135 0 37 0 149 59 0 139 239 758 Volumes 0 0 0 1831 0 845 0 2110 695 0 2352 2853 10686 Approach %#DIV/0!#DIV/0!#DIV/0!68.42 0.00 31.58 0.00 75.22 24.78 0.00 45.19 54.81 App/Depart 0 /2853 2676 /695 2805 /3941 5205 /3197 Peak Volumes 0 0 0 653 0 336 0 807 226 0 854 975 3851 Approach %#DIV/0!#DIV/0!#DIV/0!66.03 0.00 33.97 0.00 78.12 21.88 0.00 46.69 53.31 Pk Hr FACTOR:0.9589 PM Pk Hr at: 0.00 0.95 0.87 0.95 445 0.00 0.86 0.92 0.91 830 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND I-5 Southbound Ramps 07/11/13 Carlsbad Palomar Airport Rd.THURSDAY 13-1194-046 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 INTERSECTION ANALYSIS SUMMARY Intersection Number: 47 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 I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 urations 3 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 1 3 0 0 3 2 Capacity 1800 0 3600 0 0 0 1800 6000 0 0 6000 3600 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 162 0 1300 0 0 0 89 1164 0 0 570 452 Adjusted Hourly Volume 162 0 1300 0 0 0 89 1164 0 0 570 452 Utilization Factor 0.09 0.00 0.36 0.00 0.00 0.00 0.05 0.19 0.00 0.00 0.10 0.13 Critical Factors 0.36 0.00 0.19 0.00 ICU Ratio =0.65 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day :Thursday 541 Total Name :FDS 0 541 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 732 a s 1985 0 89 452 s t 1253 1164 570 1022 t 0 0 0 3486 A North A p 2464 p p p r r 162 0 1300 Palomar Airport Road 0 Subtotals 0 1462 Total 1462 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 8:45 AM 7:45 AM I-5 Northbound Ramps at Palomar Airport 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 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 urations 3 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 1 3 0 0 3 2 Capacity 1800 0 3600 0 0 0 1800 6000 0 0 6000 3600 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 120 0 562 0 0 0 241 1177 0 0 1738 836 Adjusted Hourly Volume 120 0 562 0 0 0 241 1177 0 0 1738 836 Utilization Factor 0.07 0.00 0.16 0.00 0.00 0.00 0.13 0.20 0.00 0.00 0.29 0.23 Critical Factors 0.16 0.00 0.13 0.29 ICU Ratio =0.68 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day :Thursday 1077 Total Name :FDS 0 1077 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1858 a s 3276 0 241 836 s t 1418 1177 1738 2574 t 0 0 0 4313 A North A p 1739 p p p r r 120 0 562 Palomar Airport Road 0 Subtotals 0 682 Total 682 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/13 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 25 0 165 0 0 0 14 169 0 0 133 67 573 6:45 AM 29 0 276 0 0 0 13 195 0 0 128 74 715 7:00 AM 32 0 275 0 0 0 20 174 0 0 139 76 716 7:15 AM 27 0 285 0 0 0 24 273 0 0 146 75 830 7:30 AM 33 0 329 0 0 0 29 322 0 0 151 104 968 7:45 AM 41 0 376 0 0 0 10 333 0 0 130 114 1004 8:00 AM 33 0 295 0 0 0 21 269 0 0 152 109 879 8:15 AM 40 0 319 0 0 0 26 256 0 0 124 108 873 8:30 AM 48 0 310 0 0 0 32 306 0 0 164 121 981 8:45 AM 57 0 300 0 0 0 23 231 0 0 192 132 935 9:00 AM 51 1 274 0 0 0 14 269 0 0 172 124 905 9:15 AM 50 0 263 0 0 0 42 224 0 0 173 108 860 Volumes 466 1 3467 0 0 0 268 3021 0 0 1804 1212 10239 Approach %11.85 0.03 88.13 #DIV/0!#DIV/0!#DIV/0!8.15 91.85 0.00 0.00 59.81 40.19 App/Depart 3934 /1481 0 /0 3289 /6488 3016 /2270 Peak Volumes 162 0 1300 0 0 0 89 1164 0 0 570 452 3737 Approach %11.08 0.00 88.92 #DIV/0!#DIV/0!#DIV/0!7.10 92.90 0.00 0.00 55.77 44.23 Pk Hr FACTOR:0.9305 AM Pk Hr at: PM 3:30 PM 24 0 159 0 0 0 35 262 0 0 404 204 1088 3:45 PM 25 1 167 0 0 0 49 254 0 0 385 186 1067 4:00 PM 28 0 160 0 0 0 52 271 0 0 401 227 1139 4:15 PM 28 2 167 0 0 0 41 239 0 0 404 208 1089 4:30 PM 33 0 158 0 0 0 61 271 0 0 371 202 1096 4:45 PM 28 0 139 0 0 0 48 291 0 0 422 221 1149 5:00 PM 38 0 121 0 0 0 73 299 0 0 421 202 1154 5:15 PM 29 0 150 0 0 0 55 329 0 0 466 206 1235 5:30 PM 25 0 152 0 0 0 65 258 0 0 429 207 1136 5:45 PM 43 0 164 0 0 0 67 271 0 0 362 167 1074 6:00 PM 38 0 155 0 0 0 44 245 0 0 471 196 1149 6:15 PM 27 0 167 0 0 0 50 250 0 0 352 191 1037 Volumes 366 3 1859 0 0 0 640 3240 0 0 4888 2417 13413 Approach %16.43 0.13 83.44 #DIV/0!#DIV/0!#DIV/0!16.49 83.51 0.00 0.00 66.91 33.09 App/Depart 2228 /3060 0 /0 3880 /5099 7305 /5254 Peak Volumes 120 0 562 0 0 0 241 1177 0 0 1738 836 4674 Approach %17.60 0.00 82.40 #DIV/0!#DIV/0!#DIV/0!17.00 83.00 0.00 0.00 67.52 32.48 Pk Hr FACTOR:0.9462 PM Pk Hr at: 0.95 0.00 0.92 0.96 445 0.88 0.00 0.91 0.90 745 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND I-5 Northbound Ramps 07/11/13 Carlsbad Palomar Airport Rd.THURSDAY 13-1194-047 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 INTERSECTION ANALYSIS SUMMARY Intersection Number: 48 Intersection Location: I-5 Southbound Ramps & 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 I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 2 0 1 0 2 0 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 0 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 454 2 268 0 513 125 668 431 0 Adjusted Hourly Volume 0 0 0 456 0 268 0 638 0 668 431 0 Utilization Factor 0.00 0.00 0.00 0.13 0.00 0.15 0.00 0.16 0.00 0.19 0.11 0.00 Critical Factors 0.00 0.15 0.16 0.19 ICU Ratio =0.60 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and La Costa Avenue Time : to North Approach I-5 Southbound Ramps Date : Day :Thursday 724 Total Name :FDS 724 0 Subtotals 0 Sub -268 2 454 Sub - Totals totals totals Totals W E e 699 a s 1337 0 0 0 s t 638 513 431 1099 t 125 668 0 2066 A North A p 967 p p p r r 0 0 0 La Costa Avenue 0 Subtotals 795 0 Total 795 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/13 9:00 AM 8:00 AM I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 2 0 1 0 2 0 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 0 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 517 0 198 0 610 112 706 560 0 Adjusted Hourly Volume 0 0 0 517 0 198 0 722 0 706 560 0 Utilization Factor 0.00 0.00 0.00 0.14 0.00 0.11 0.00 0.18 0.00 0.20 0.14 0.00 Critical Factors 0.00 0.00 0.14 0.18 0.20 ICU Ratio =0.62 LOS =B Turning Movements at Intersection of :I-5 Southbound Ramps and La Costa Avenue Time : to North Approach I-5 Southbound Ramps Date : Day :Thursday 715 Total Name :FDS 715 0 Subtotals 0 Sub -198 0 517 Sub - Totals totals totals Totals W E e 758 a s 1480 0 0 0 s t 722 610 560 1266 t 112 706 1 2394 A North A p 1128 p p p r r 0 0 0 La Costa Avenue 0 Subtotals 817 0 Total 817 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 0 0 0 25 1 9 0 51 38 164 77 0 365 6:45 AM 0 0 0 71 0 56 0 91 31 192 62 0 503 7:00 AM 0 0 0 60 0 37 0 72 34 205 76 0 484 7:15 AM 0 0 0 83 2 55 0 66 37 220 63 0 526 7:30 AM 0 0 0 101 1 31 0 116 27 175 97 0 548 7:45 AM 0 0 0 137 0 65 0 106 25 159 94 0 586 8:00 AM 0 0 0 118 1 86 0 119 31 168 93 0 616 8:15 AM 0 0 0 106 1 39 0 114 34 180 112 0 586 8:30 AM 0 0 0 125 0 86 0 141 31 157 96 0 636 8:45 AM 0 0 0 105 0 57 0 139 29 163 130 0 623 9:00 AM 0 0 0 69 0 32 0 124 38 143 94 0 500 9:15 AM 0 0 0 80 0 24 0 116 44 160 89 0 513 Volumes 0 0 0 1080 6 577 0 1255 399 2086 1083 0 6486 Approach %#DIV/0!#DIV/0!#DIV/0!64.94 0.36 34.70 0.00 75.88 24.12 65.83 34.17 0.00 App/Depart 0 /0 1663 /2491 1654 /2335 3169 /1660 Peak Volumes 0 0 0 454 2 268 0 513 125 668 431 0 2461 Approach %#DIV/0!#DIV/0!#DIV/0!62.71 0.28 37.02 0.00 80.41 19.59 60.78 39.22 0.00 Pk Hr FACTOR:0.9674 AM Pk Hr at: PM 3:30 PM 0 0 0 111 1 36 0 129 39 180 88 0 584 3:45 PM 0 0 0 112 2 46 0 150 26 136 113 0 585 4:00 PM 0 0 0 114 0 38 0 145 39 148 124 0 608 4:15 PM 0 0 0 89 1 34 0 157 22 135 132 0 570 4:30 PM 0 0 0 104 0 33 0 170 28 171 117 0 623 4:45 PM 0 0 0 119 0 47 0 143 29 161 125 0 624 5:00 PM 0 0 0 114 0 56 0 151 23 150 120 0 614 5:15 PM 0 0 0 125 0 44 0 173 23 187 148 0 700 5:30 PM 0 0 0 124 0 61 0 144 30 202 153 0 714 5:45 PM 0 0 0 154 0 37 0 142 36 167 139 0 675 6:00 PM 0 0 0 91 0 34 0 129 21 160 115 0 550 6:15 PM 0 0 0 111 1 26 0 142 20 151 112 0 563 Volumes 0 0 0 1368 5 492 0 1775 336 1948 1486 0 7410 Approach %#DIV/0!#DIV/0!#DIV/0!73.35 0.27 26.38 0.00 84.08 15.92 56.73 43.27 0.00 App/Depart 0 /0 1865 /2289 2111 /3143 3434 /1978 Peak Volumes 0 0 0 517 0 198 0 610 112 706 560 0 2703 Approach %#DIV/0!#DIV/0!#DIV/0!72.31 0.00 27.69 0.00 84.49 15.51 55.77 44.23 0.00 Pk Hr FACTOR:0.9464 PM Pk Hr at: I-5 Southbound Ramps 08/01/13 Carlsbad La Costa Ave.THURSDAY 13-1194-048 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.94 0.92 0.89 500 0.00 0.86 0.93 0.94 800 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 INTERSECTION ANALYSIS SUMMARY Intersection Number: 49 Intersection Location: I-5 Northbound Ramps & 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 I-5 Northbound Ramps at La 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 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 1 2 0 1 2 1 Capacity 1800 0 3600 0 0 0 1800 4000 0 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 79 1 617 0 0 0 170 777 0 0 990 455 Adjusted Hourly Volume 80 0 617 0 0 0 170 777 0 0 990 455 Utilization Factor 0.04 0.00 0.17 0.00 0.00 0.00 0.09 0.19 0.00 0.00 0.25 0.25 Critical Factors 0.17 0.00 0.09 0.25 ICU Ratio =0.61 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and La Costa Avenue Time : to North Approach I-5 Northbound Ramps Date : Day :Thursday 625 Total Name :FDS 0 625 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1070 a s 2017 1 170 455 s t 947 777 990 1445 t 0 0 0 2839 A North A p 1394 p p p r r 79 1 617 La Costa Avenue 0 Subtotals 0 697 Total 697 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/13 8:45 AM 7:45 AM I-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period :South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 1 2 0 1 2 1 Capacity 1800 0 3600 0 0 0 1800 4000 0 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 147 3 738 0 0 0 181 904 0 0 1125 467 Adjusted Hourly Volume 150 0 738 0 0 0 181 904 0 0 1125 467 Utilization Factor 0.08 0.00 0.21 0.00 0.00 0.00 0.10 0.23 0.00 0.00 0.28 0.26 Critical Factors 0.21 0.00 0.10 0.28 ICU Ratio =0.69 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and La Costa Avenue Time : to North Approach I-5 Northbound Ramps Date : Day :Thursday 649 Total Name :FDS 0 649 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1274 a s 2359 2 181 467 s t 1085 904 1125 1592 t 0 0 0 3234 A North A p 1642 p p p r r 147 3 738 La Costa Avenue 0 Subtotals 0 888 Total 888 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/13 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:30 AM 9 1 92 0 0 0 28 65 0 0 236 58 489 6:45 AM 14 0 124 0 0 0 43 115 0 0 248 83 627 7:00 AM 8 0 113 0 0 0 32 107 0 0 267 89 616 7:15 AM 10 0 118 0 0 0 23 129 0 0 265 96 641 7:30 AM 16 0 146 0 0 0 47 176 0 0 283 96 764 7:45 AM 22 0 175 0 0 0 34 195 0 0 248 136 810 8:00 AM 16 0 140 0 0 0 50 192 0 0 225 94 717 8:15 AM 20 1 143 0 0 0 29 182 0 0 271 126 772 8:30 AM 21 0 159 0 0 0 57 208 0 0 246 99 790 8:45 AM 26 0 137 0 0 0 57 165 0 0 255 152 792 9:00 AM 28 0 122 0 0 0 46 141 0 0 217 117 671 9:15 AM 34 2 167 0 0 0 45 137 0 0 216 103 704 Volumes 224 4 1636 0 0 0 491 1812 0 0 2977 1249 8393 Approach %12.02 0.21 87.77 #DIV/0!#DIV/0!#DIV/0!21.32 78.68 0.00 0.00 70.44 29.56 App/Depart 1864 /1744 0 /0 2303 /3448 4226 /3201 Peak Volumes 79 1 617 0 0 0 170 777 0 0 990 455 3089 Approach %11.33 0.14 88.52 #DIV/0!#DIV/0!#DIV/0!17.95 82.05 0.00 0.00 68.51 31.49 Pk Hr FACTOR:0.9534 AM Pk Hr at: PM 3:30 PM 34 0 133 0 0 0 44 192 0 0 229 132 764 3:45 PM 34 2 119 0 0 0 63 197 0 0 245 117 777 4:00 PM 39 0 172 0 0 0 61 197 0 0 218 115 802 4:15 PM 31 2 152 0 0 0 48 205 0 0 262 145 845 4:30 PM 29 0 178 0 0 0 57 214 0 0 214 136 828 4:45 PM 33 1 166 0 0 0 44 224 0 0 282 122 872 5:00 PM 40 0 181 0 0 0 44 210 0 0 214 140 829 5:15 PM 41 1 188 0 0 0 51 241 0 0 287 113 922 5:30 PM 33 1 207 0 0 0 32 215 0 0 324 103 915 5:45 PM 33 1 162 0 0 0 54 238 0 0 300 111 899 6:00 PM 42 1 184 0 0 0 32 196 0 0 240 117 812 6:15 PM 41 0 186 0 0 0 40 205 0 0 238 91 801 Volumes 430 9 2028 0 0 0 570 2534 0 0 3053 1442 10066 Approach %17.43 0.36 82.21 #DIV/0!#DIV/0!#DIV/0!18.36 81.64 0.00 0.00 67.92 32.08 App/Depart 2467 /2021 0 /0 3104 /4562 4495 /3483 Peak Volumes 147 3 738 0 0 0 181 904 0 0 1125 467 3565 Approach %16.55 0.34 83.11 #DIV/0!#DIV/0!#DIV/0!16.68 83.32 0.00 0.00 70.67 29.33 Pk Hr FACTOR:0.9666 PM Pk Hr at: I-5 Northbound Ramps 08/01/13 Carlsbad La Costa Ave.THURSDAY 13-1194-049 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.92 0.00 0.93 0.93 500 0.88 0.00 0.89 0.91 745 veracity grouptraffic 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 17, 2013), and also on a weekend (Saturday, July 20, 2013) 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 2013 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 2013 MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY Number: 1 Location: Carlsbad Boulevard Between North City Limits and State Street Page Contents: AM, Midday, and PM Peak Period Ped/Bike Counts – Weekday 1 AM, Midday, and PM Peak Period Ped/Bike Counts – Weekend 3 Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 3 1 5 1 00:15 12:15 0 0 9 0 00:30 12:30 1 1 10 0 00:45 12:45 1 5 1 3 5 29 0 1 38 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 0 1 7 0 04:15 16:15 0 0 3 0 04:30 16:30 0 0 1 1 04:45 16:45 1 1 2 3 6 17 0 1 22 05:00 17:00 2 0 8 0 05:15 17:15 2 0 5 0 05:30 17:30 1 2 12 1 05:45 17:45 2 7 4 6 10 35 0 1 49 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 1 5 0 19:00 07:15 0 0 3 0 19:15 07:30 0 0 5 0 19:30 07:45 0 0 1 2 9 22 0 0 24 19:45 08:00 0 1 6 1 20:00 08:15 3 0 43 0 20:15 08:30 0 0 4 1 20:30 08:45 0 3 1 2 7 60 0 2 67 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 4 1 3 0 23:00 11:15 6 0 19 0 23:15 11:30 2 1 5 0 23:30 11:45 2 14 2 4 6 33 1 1 52 23:45 Total Vol.17 8 115 3 143 13 12 81 3 109 NB SB NB SB Combined 30 20 196 6 252 Split %11.9%5.6%80.4%2.1%56.7%11.9%11.0%74.3%2.8%43.3% Peak Hour 11:00 11:00 07:30 07:45 07:30 17:00 17:00 17:00 12:00 17:00 Volume 14 4 63 2 69 7 6 35 1 49 P.H.F.0.58 0.50 0.37 0.50 0.38 0.88 0.38 0.73 0.25 0.77 Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 13-1194-001 PEDESTRIANS ONLY PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIAN - BICYCLES AM Project#Wednesday, July 17, 2013 Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 1 0 0 17 00:15 12:15 1 3 0 2 00:30 12:30 0 0 0 3 00:45 12:45 0 2 0 3 0 0 12 34 39 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 0 1 1 3 04:15 16:15 0 2 0 4 04:30 16:30 0 0 0 4 04:45 16:45 0 0 0 3 0 1 2 13 17 05:00 17:00 0 0 1 5 05:15 17:15 1 0 0 2 05:30 17:30 0 0 0 6 05:45 17:45 0 1 2 2 0 1 8 21 25 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 1 0 0 19:00 07:15 0 0 1 3 19:15 07:30 0 1 0 4 19:30 07:45 0 1 2 4 0 1 6 13 19 19:45 08:00 1 0 0 11 20:00 08:15 0 0 0 12 20:15 08:30 0 0 0 5 20:30 08:45 2 3 0 0 0 0 5 33 36 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 1 4 0 10 23:00 11:15 0 1 0 14 23:15 11:30 1 0 0 4 23:30 11:45 0 2 0 5 0 0 11 39 46 23:45 Total Vol.6 9 1 85 101 3 8 2 68 81 NB SB NB SB Combined 9 17 3 153 182 Split %5.9%8.9%1.0%84.2%55.5%3.7%9.9%2.5%84.0%44.5% Peak Hour 08:00 10:30 06:30 11:15 11:15 12:00 12:00 15:15 12:00 12:00 Volume 3 5 1 46 49 2 3 1 34 39 P.H.F.0.38 0.31 0.25 0.68 0.68 0.50 0.25 0.25 0.50 0.54 Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 13-1194-001 PEDESTRIANS ONLY PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIAN - BICYCLES AM Project#Wednesday, July 17, 2013 Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 1 0 16 0 00:15 12:15 1 3 7 1 00:30 12:30 0 0 19 0 00:45 12:45 0 2 0 3 30 72 0 1 78 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 0 0 4 0 04:15 16:15 0 0 8 0 04:30 16:30 3 0 7 0 04:45 16:45 0 3 0 0 1 20 0 0 23 05:00 17:00 0 1 11 1 05:15 17:15 3 0 7 0 05:30 17:30 1 0 7 1 05:45 17:45 1 5 0 1 6 31 1 3 40 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 2 5 0 19:00 07:15 0 1 6 0 19:15 07:30 0 1 9 0 19:30 07:45 0 1 1 5 8 28 0 0 34 19:45 08:00 2 0 25 0 20:00 08:15 2 1 14 0 20:15 08:30 0 0 63 0 20:30 08:45 0 4 0 1 37 139 0 0 144 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 5 2 19 0 23:00 11:15 0 0 14 1 23:15 11:30 0 2 14 1 23:30 11:45 1 6 1 5 33 80 0 2 93 23:45 Total Vol.11 11 247 2 271 10 4 123 4 141 NB SB NB SB Combined 21 15 370 6 412 Split %4.1%4.1%91.1%0.7%65.8%7.1%2.8%87.2%2.8%34.2% Peak Hour 11:00 11:30 08:00 10:45 08:00 16:30 12:00 12:00 17:00 12:00 Volume 6 6 139 2 144 6 3 72 3 78 P.H.F.0.30 0.50 0.55 0.50 0.57 0.50 0.25 0.60 0.75 0.65 Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 13-1194-001 PEDESTRIANS ONLY Project#Saturday, July 20, 2013 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIAN - BICYCLES AM Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 0 2 1 16 00:15 12:15 0 1 0 8 00:30 12:30 0 1 0 16 00:45 12:45 0 0 4 8 0 1 13 53 62 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 8 0 0 4 04:15 16:15 1 0 0 11 04:30 16:30 0 0 0 12 04:45 16:45 0 9 1 1 0 0 8 35 45 05:00 17:00 0 1 0 3 05:15 17:15 0 0 0 9 05:30 17:30 0 3 0 18 05:45 17:45 0 0 0 4 0 0 12 42 46 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 2 0 5 19:00 07:15 0 2 0 9 19:15 07:30 3 1 0 8 19:30 07:45 0 4 1 6 0 0 10 32 42 19:45 08:00 0 0 0 20 20:00 08:15 0 1 0 16 20:15 08:30 0 0 0 15 20:30 08:45 0 0 0 1 0 0 23 74 75 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 1 0 1 51 23:00 11:15 0 2 0 39 23:15 11:30 0 0 0 30 23:30 11:45 0 1 4 6 0 1 24 144 152 23:45 Total Vol.5 13 1 250 269 9 13 1 130 153 NB SB NB SB Combined 14 26 2 380 422 Split %1.9%4.8%0.4%92.9%63.7%5.9%8.5%0.7%85.0%36.3% Peak Hour 06:45 11:15 10:15 11:00 11:00 15:30 12:00 12:00 12:00 12:00 Volume 4 8 1 144 152 9 8 1 53 62 P.H.F.0.33 0.50 0.25 0.71 0.72 0.28 0.50 0.25 0.83 0.82 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIAN - BICYCLES AM Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 13-1194-001 PEDESTRIANS ONLY Project#Saturday, July 20, 2013 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 21 15 2 1 00:15 12:15 9 22 5 0 00:30 12:30 17 21 8 0 00:45 12:45 21 68 24 82 5 20 1 2 172 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 17 16 4 3 04:15 16:15 17 12 2 0 04:30 16:30 16 11 3 1 04:45 16:45 20 70 32 71 4 13 0 4 158 05:00 17:00 25 19 5 0 05:15 17:15 16 11 7 3 05:30 17:30 12 15 12 0 05:45 17:45 19 72 14 59 9 33 0 3 167 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 0 7 0 19:00 07:15 6 6 4 0 19:15 07:30 2 4 6 1 19:30 07:45 8 19 6 16 10 27 0 1 63 19:45 08:00 8 5 25 0 20:00 08:15 10 5 7 0 20:15 08:30 16 13 2 0 20:30 08:45 14 48 17 40 4 38 0 0 126 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 17 30 6 0 23:00 11:15 18 12 19 0 23:15 11:30 11 22 6 4 23:30 11:45 30 76 22 86 2 33 1 5 200 23:45 Total Vol.143 142 98 6 389 210 212 66 9 497 NB SB NB SB Combined 353 354 164 15 886 Split %36.8%36.5%25.2%1.5%43.9%42.3%42.7%13.3%1.8%56.1% Peak Hour 11:15 11:00 07:30 11:15 11:00 16:15 12:00 17:00 15:45 16:45 Volume 80 86 48 6 200 78 82 33 4 181 P.H.F.0.67 0.72 0.48 0.38 0.91 0.78 0.85 0.69 0.33 0.81 AM Wednesday, July 17, 2013 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 13-1194-002 PEDESTRIANS ONLY Project# Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 20 28 0 6 00:15 12:15 21 26 0 6 00:30 12:30 39 41 0 1 00:45 12:45 20 100 33 128 0 0 6 19 247 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 36 25 1 1 04:15 16:15 15 44 3 5 04:30 16:30 29 30 0 5 04:45 16:45 23 103 23 122 2 6 2 13 244 05:00 17:00 18 11 2 4 05:15 17:15 25 31 0 2 05:30 17:30 49 38 0 1 05:45 17:45 37 129 23 103 1 3 4 11 246 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 3 1 3 19:00 07:15 1 6 0 3 19:15 07:30 6 0 0 5 19:30 07:45 1 8 3 12 0 1 1 12 33 19:45 08:00 7 7 0 3 20:00 08:15 5 6 0 4 20:15 08:30 5 2 0 3 20:30 08:45 7 24 9 24 0 0 5 15 63 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 20 11 0 2 23:00 11:15 2 19 0 3 23:15 11:30 11 13 0 7 23:30 11:45 12 45 11 54 0 0 1 13 112 23:45 Total Vol.77 90 1 40 208 332 353 9 43 737 NB SB NB SB Combined 409 443 10 83 945 Split %37.0%43.3%0.5%19.2%22.0%45.0%47.9%1.2%5.8%78.0% Peak Hour 11:45 11:45 06:15 11:30 11:45 17:00 12:00 16:15 12:00 12:00 Volume 92 106 1 20 212 129 128 7 19 247 P.H.F.0.59 0.65 0.25 0.71 0.65 0.66 0.78 0.58 0.79 0.76 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 17, 2013 PM Daily Totals 13-1194-002 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 28 56 15 1 00:15 12:15 27 55 23 1 00:30 12:30 43 16 11 0 00:45 12:45 26 124 40 167 19 68 0 2 361 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 21 36 10 2 04:15 16:15 12 45 10 1 04:30 16:30 18 46 8 1 04:45 16:45 28 79 39 166 1 29 0 4 278 05:00 17:00 33 32 4 1 05:15 17:15 27 40 10 0 05:30 17:30 34 33 10 6 05:45 17:45 48 142 57 162 7 31 1 8 343 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 5 7 11 0 19:00 07:15 7 9 13 1 19:15 07:30 14 10 6 0 19:30 07:45 10 36 29 55 17 47 0 1 139 19:45 08:00 18 6 17 1 20:00 08:15 29 19 31 0 20:15 08:30 20 15 38 1 20:30 08:45 11 78 12 52 47 133 0 2 265 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 27 38 17 4 23:00 11:15 36 35 15 3 23:15 11:30 21 48 33 2 23:30 11:45 37 121 28 149 12 77 3 12 359 23:45 Total Vol.235 256 257 15 763 345 495 128 14 982 NB SB NB SB Combined 580 751 385 29 1745 Split %30.8%33.6%33.7%2.0%43.7%35.1%50.4%13.0%1.4%56.3% Peak Hour 11:45 11:30 08:00 11:00 11:30 17:00 12:00 12:00 17:00 12:00 Volume 135 187 133 12 390 142 167 68 8 361 P.H.F.0.78 0.83 0.71 0.75 0.92 0.74 0.75 0.74 0.33 0.85 AM Saturday, July 20, 2013 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 13-1194-002 PEDESTRIANS ONLY Project# Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 16 46 0 21 00:15 12:15 33 39 0 14 00:30 12:30 40 47 1 11 00:45 12:45 39 128 39 171 0 1 11 57 357 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 21 26 0 3 04:15 16:15 39 27 0 6 04:30 16:30 12 31 2 11 04:45 16:45 26 98 11 95 0 2 6 26 221 05:00 17:00 16 37 0 2 05:15 17:15 26 34 0 3 05:30 17:30 37 36 1 6 05:45 17:45 23 102 41 148 1 2 7 18 270 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 7 0 5 19:00 07:15 5 9 1 8 19:15 07:30 7 8 0 8 19:30 07:45 2 15 6 30 0 1 11 32 78 19:45 08:00 10 2 0 17 20:00 08:15 4 14 0 14 20:15 08:30 7 13 0 15 20:30 08:45 17 38 6 35 0 0 26 72 145 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 21 27 0 27 23:00 11:15 23 37 0 30 23:15 11:30 28 19 0 25 23:30 11:45 32 104 27 110 0 0 18 100 314 23:45 Total Vol.157 175 1 204 537 328 414 5 101 848 NB SB NB SB Combined 485 589 6 305 1385 Split %29.2%32.6%0.2%38.0%38.8%38.7%48.8%0.6%11.9%61.2% Peak Hour 11:45 11:45 06:30 11:00 11:45 12:00 12:00 15:45 12:00 12:00 Volume 121 159 1 100 345 128 171 2 57 357 P.H.F.0.76 0.85 0.25 0.83 0.87 0.80 0.91 0.25 0.68 0.90 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 20, 2013 PM Daily Totals 13-1194-002 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 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 Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 2 7 2 1 00:15 12:15 2 0 6 0 00:30 12:30 0 6 6 0 00:45 12:45 2 6 12 25 9 23 0 1 55 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 1 3 5 0 04:15 16:15 8 0 4 0 04:30 16:30 2 0 9 0 04:45 16:45 0 11 5 8 12 30 0 0 49 05:00 17:00 5 2 11 0 05:15 17:15 5 3 9 0 05:30 17:30 4 17 12 0 05:45 17:45 4 18 1 23 8 40 1 1 82 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 0 6 0 19:00 07:15 0 3 4 0 19:15 07:30 3 1 8 0 19:30 07:45 3 6 5 9 15 33 0 0 48 19:45 08:00 3 3 23 0 20:00 08:15 1 6 6 0 20:15 08:30 1 0 8 0 20:30 08:45 3 8 4 13 5 42 0 0 63 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 3 4 10 0 23:00 11:15 3 2 14 0 23:15 11:30 7 1 8 1 23:30 11:45 5 18 0 7 5 37 0 1 63 23:45 Total Vol.32 29 112 1 174 35 56 93 2 186 NB SB NB SB Combined 67 85 205 3 360 Split %18.4%16.7%64.4%0.6%48.3%18.8%30.1%50.0%1.1%51.7% Peak Hour 11:00 07:30 07:30 11:15 07:30 17:00 16:45 16:45 12:00 16:45 Volume 18 15 52 2 77 18 27 44 1 85 P.H.F.0.64 0.63 0.57 0.50 0.66 0.90 0.40 0.92 0.25 0.64 Daily Totals 13-1194-003 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 17, 2013 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 31 22 0 18 00:15 12:15 26 30 0 8 00:30 12:30 14 15 5 6 00:45 12:45 42 113 14 81 0 5 7 39 238 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 18 28 1 5 04:15 16:15 22 29 1 2 04:30 16:30 29 22 0 5 04:45 16:45 32 101 36 115 0 2 8 20 238 05:00 17:00 18 20 3 3 05:15 17:15 20 33 1 17 05:30 17:30 26 30 2 6 05:45 17:45 51 115 42 125 1 7 11 37 284 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 14 18 0 5 19:00 07:15 17 26 0 4 19:15 07:30 25 28 0 7 19:30 07:45 24 80 28 100 0 0 7 23 203 19:45 08:00 40 59 0 8 20:00 08:15 48 31 0 11 20:15 08:30 49 37 1 14 20:30 08:45 43 180 54 181 0 1 9 42 404 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 33 26 0 9 23:00 11:15 34 27 0 14 23:15 11:30 34 25 5 13 23:30 11:45 30 131 17 95 0 5 11 47 278 23:45 Total Vol.391 376 6 112 885 329 321 14 96 760 NB SB NB SB Combined 720 697 20 208 1645 Split %44.2%42.5%0.7%12.7%53.8%43.3%42.2%1.8%12.6%46.2% Peak Hour 08:00 08:00 10:45 11:15 08:00 17:00 17:00 17:00 12:00 17:00 Volume 180 181 5 56 404 115 125 7 39 284 P.H.F.0.92 0.77 0.25 0.78 0.94 0.56 0.74 0.58 0.54 0.68 Daily Totals 13-1194-003 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 17, 2013 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 7 2 17 0 00:15 12:15 15 3 29 0 00:30 12:30 2 1 15 0 00:45 12:45 2 26 21 27 29 90 1 1 144 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 1 5 11 0 04:15 16:15 0 0 3 0 04:30 16:30 9 7 14 0 04:45 16:45 7 17 4 16 9 37 0 0 70 05:00 17:00 2 1 6 0 05:15 17:15 6 4 7 1 05:30 17:30 2 2 5 0 05:45 17:45 6 16 4 11 3 21 0 1 49 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 0 13 0 19:00 07:15 0 3 7 0 19:15 07:30 2 6 8 0 19:30 07:45 3 6 0 9 20 48 0 0 63 19:45 08:00 3 0 18 0 20:00 08:15 4 6 44 0 20:15 08:30 5 0 39 1 20:30 08:45 4 16 2 8 49 150 0 1 175 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 1 62 22 0 23:00 11:15 2 37 19 0 23:15 11:30 6 31 43 0 23:30 11:45 1 10 31 161 21 105 1 1 277 23:45 Total Vol.32 178 303 2 515 59 54 148 2 263 NB SB NB SB Combined 91 232 451 4 778 Split %6.2%34.6%58.8%0.4%66.2%22.4%20.5%56.3%0.8%33.8% Peak Hour 11:30 11:00 08:00 07:45 11:00 12:00 12:00 12:00 12:00 12:00 Volume 29 161 150 1 277 26 27 90 1 144 P.H.F.0.48 0.65 0.77 0.25 0.81 0.43 0.32 0.78 0.25 0.68 Daily Totals 13-1194-003 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 20, 2013 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 27 35 0 44 00:15 12:15 48 39 2 17 00:30 12:30 27 28 1 21 00:45 12:45 34 136 27 129 4 7 23 105 377 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 13 23 1 17 04:15 16:15 28 12 0 10 04:30 16:30 26 17 3 15 04:45 16:45 18 85 18 70 1 5 13 55 215 05:00 17:00 36 16 0 7 05:15 17:15 38 43 0 7 05:30 17:30 33 53 0 10 05:45 17:45 27 134 34 146 0 0 5 29 309 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 16 25 1 9 19:00 07:15 31 40 0 14 19:15 07:30 27 49 0 10 19:30 07:45 35 109 48 162 2 3 22 55 329 19:45 08:00 40 37 2 16 20:00 08:15 46 58 0 24 20:15 08:30 53 56 0 30 20:30 08:45 69 208 50 201 0 2 23 93 504 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 53 62 1 43 23:00 11:15 53 37 1 43 23:15 11:30 45 31 0 39 23:30 11:45 40 191 31 161 0 2 40 165 519 23:45 Total Vol.508 524 7 313 1352 355 345 12 189 901 NB SB NB SB Combined 863 869 19 502 2253 Split %37.6%38.8%0.5%23.2%60.0%39.4%38.3%1.3%21.0%40.0% Peak Hour 08:00 08:00 07:15 11:15 11:00 12:00 17:00 12:00 12:00 12:00 Volume 208 201 4 166 519 136 146 7 105 377 P.H.F.0.75 0.87 0.50 0.94 0.82 0.71 0.69 0.44 0.60 0.89 AM Saturday, July 20, 2013 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 13-1194-003 PEDESTRIANS ONLY Project# CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY Number: 4 Location: Carlsbad Village Drive Between Carlsbad Boulevard and Washington Street Page Contents: AM, Midday, and PM Peak Period Ped/Bike Counts – Weekday 1 AM, Midday, and PM Peak Period Ped/Bike Counts – Weekend 3 Volumes for:City:Carlsbad Location :Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 8 12 0 2 00:15 12:15 11 15 0 1 00:30 12:30 6 9 0 0 00:45 12:45 9 34 18 54 0 0 1 4 92 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 18 18 0 2 04:15 16:15 23 49 2 0 04:30 16:30 10 22 2 2 04:45 16:45 15 66 26 115 0 4 0 4 189 05:00 17:00 9 15 1 2 05:15 17:15 20 19 0 3 05:30 17:30 35 32 1 1 05:45 17:45 12 76 15 81 0 2 8 14 173 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 2 0 0 19:00 07:15 0 0 0 0 19:15 07:30 0 5 0 1 19:30 07:45 2 2 1 8 0 0 1 2 12 19:45 08:00 0 3 0 4 20:00 08:15 6 0 0 3 20:15 08:30 3 7 0 2 20:30 08:45 5 14 2 12 0 0 1 10 36 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 12 16 0 0 23:00 11:15 13 15 0 1 23:15 11:30 9 7 1 1 23:30 11:45 6 40 13 51 0 1 1 3 95 23:45 Total Vol.56 71 1 15 143 176 250 6 22 454 EB WB EB WB Combined 232 321 7 37 597 Split %39.2%49.7%0.7%10.5%24.0%38.8%55.1%1.3%4.8%76.0% Peak Hour 11:00 11:00 10:45 07:45 11:00 16:45 16:00 16:15 17:00 16:00 Volume 40 51 1 10 95 79 115 5 14 189 P.H.F.0.77 0.80 0.25 0.63 0.82 0.56 0.59 0.63 0.44 0.64 Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 17, 2013 PM Daily Totals 13-1194-004 PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 10 12 0 0 00:15 12:15 5 13 0 0 00:30 12:30 17 15 0 0 00:45 12:45 34 66 15 55 1 1 0 0 122 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 25 32 0 0 04:15 16:15 18 17 6 0 04:30 16:30 28 15 1 4 04:45 16:45 28 99 8 72 8 15 1 5 191 05:00 17:00 51 19 5 1 05:15 17:15 18 17 8 2 05:30 17:30 40 14 1 0 05:45 17:45 34 143 11 61 2 16 2 5 225 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 2 0 0 19:00 07:15 1 2 0 0 19:15 07:30 2 5 0 0 19:30 07:45 14 20 4 13 1 1 0 0 34 19:45 08:00 1 10 1 1 20:00 08:15 5 10 0 1 20:15 08:30 12 3 0 0 20:30 08:45 9 27 9 32 2 3 1 3 65 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 17 10 0 0 23:00 11:15 9 13 0 0 23:15 11:30 14 10 0 0 23:30 11:45 18 58 19 52 0 0 0 0 110 23:45 Total Vol.105 97 4 3 209 308 188 32 10 538 EB WB EB WB Combined 413 285 36 13 747 Split %50.2%46.4%1.9%1.4%28.0%57.2%34.9%5.9%1.9%72.0% Peak Hour 11:00 11:45 08:00 08:00 11:00 17:00 16:00 16:30 16:30 17:00 Volume 58 59 3 3 110 143 72 22 8 225 P.H.F.0.81 0.78 0.38 0.75 0.74 0.70 0.56 0.69 0.50 0.74 Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 17, 2013 PM Daily Totals 13-1194-004 PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 20 30 0 10 00:15 12:15 5 25 1 1 00:30 12:30 14 26 0 2 00:45 12:45 8 47 24 105 0 1 0 13 166 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 11 36 0 2 04:15 16:15 15 32 1 2 04:30 16:30 20 12 0 0 04:45 16:45 18 64 13 93 0 1 4 8 166 05:00 17:00 21 18 0 1 05:15 17:15 22 19 1 4 05:30 17:30 18 9 0 1 05:45 17:45 21 82 16 62 0 1 1 7 152 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 1 0 2 19:00 07:15 2 2 1 3 19:15 07:30 2 0 0 2 19:30 07:45 3 8 1 4 1 2 1 8 22 19:45 08:00 5 3 0 4 20:00 08:15 8 2 0 1 20:15 08:30 5 5 2 8 20:30 08:45 9 27 6 16 1 3 9 22 68 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 13 35 2 2 23:00 11:15 9 37 1 1 23:15 11:30 18 35 0 2 23:30 11:45 16 56 32 139 0 3 1 6 204 23:45 Total Vol.91 159 8 36 294 193 260 3 28 484 EB WB EB WB Combined 284 419 11 64 778 Split %31.0%54.1%2.7%12.2%37.8%39.9%53.7%0.6%5.8%62.2% Peak Hour 11:15 11:00 07:45 08:00 11:15 17:00 12:00 12:00 12:00 12:00 Volume 63 139 3 22 212 82 105 1 13 166 P.H.F.0.79 0.94 0.38 0.61 0.88 0.93 0.88 0.25 0.33 0.69 Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 20, 2013 PM Daily Totals 13-1194-004 PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 11 33 3 0 00:15 12:15 27 29 0 0 00:30 12:30 27 17 3 3 00:45 12:45 24 89 16 95 2 8 0 3 195 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 34 8 4 0 04:15 16:15 35 12 1 4 04:30 16:30 21 19 2 2 04:45 16:45 20 110 33 72 10 17 2 8 207 05:00 17:00 29 28 9 2 05:15 17:15 39 18 2 5 05:30 17:30 51 25 3 7 05:45 17:45 21 140 18 89 4 18 1 15 262 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 2 0 0 19:00 07:15 5 1 0 2 19:15 07:30 8 4 1 1 19:30 07:45 5 21 1 8 0 1 0 3 33 19:45 08:00 9 5 2 1 20:00 08:15 11 2 1 2 20:15 08:30 10 6 3 3 20:30 08:45 16 46 13 26 0 6 2 8 86 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 24 18 1 1 23:00 11:15 11 18 0 0 23:15 11:30 11 8 2 3 23:30 11:45 15 61 10 54 4 7 1 5 127 23:45 Total Vol.128 88 14 16 246 339 256 43 26 664 EB WB EB WB Combined 467 344 57 42 910 Split %52.0%35.8%5.7%6.5%27.0%51.1%38.6%6.5%3.9%73.0% Peak Hour 11:45 11:45 11:45 08:00 11:45 17:00 16:45 16:45 16:45 16:45 Volume 80 89 10 8 183 140 104 24 16 283 P.H.F.0.74 0.67 0.63 0.67 0.82 0.69 0.79 0.60 0.57 0.82 Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 20, 2013 PM Daily Totals 13-1194-004 PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2013 MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY Number: 5 Location: Grand Avenue Between Washington Street and State Street Page Contents: AM, Midday, and PM Peak Period Ped/Bike Counts – Weekday 1 AM, Midday, and PM Peak Period Ped/Bike Counts – Weekend 3 Volumes for:City:Carlsbad Location :Grand Ave. btwn. Washington St. & State St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 6 17 0 3 00:15 12:15 3 3 0 2 00:30 12:30 0 5 1 1 00:45 12:45 6 15 5 30 1 2 1 7 54 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 8 12 0 0 04:15 16:15 3 1 0 2 04:30 16:30 7 3 1 0 04:45 16:45 9 27 6 22 1 2 3 5 56 05:00 17:00 7 7 0 1 05:15 17:15 9 12 2 4 05:30 17:30 25 7 2 4 05:45 17:45 8 49 5 31 0 4 0 9 93 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 3 0 0 19:00 07:15 3 1 0 2 19:15 07:30 2 4 0 2 19:30 07:45 2 10 6 14 1 1 0 4 29 19:45 08:00 2 6 0 4 20:00 08:15 4 2 0 2 20:15 08:30 4 7 0 1 20:30 08:45 2 12 9 24 0 0 4 11 47 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 6 8 0 2 23:00 11:15 10 9 0 2 23:15 11:30 5 2 0 4 23:30 11:45 4 25 14 33 0 0 1 9 67 23:45 Total Vol.47 71 1 24 143 91 83 8 21 203 EB WB EB WB Combined 138 154 9 45 346 Split %32.9%49.7%0.7%16.8%41.3%44.8%40.9%3.9%10.3%58.7% Peak Hour 11:00 11:15 07:00 08:00 11:15 16:45 16:45 16:45 16:45 16:45 Volume 25 42 1 11 77 50 32 5 12 99 P.H.F.0.63 0.62 0.25 0.69 0.74 0.50 0.67 0.63 0.75 0.65 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 17, 2013 PM Daily Totals 13-1194-005 PEDESTRIANS ONLY Project# BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Grand Ave. btwn. Washington St. & State St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 13 8 1 0 00:15 12:15 17 13 1 0 00:30 12:30 6 3 0 0 00:45 12:45 5 41 4 28 0 2 0 0 71 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 31 21 0 0 04:15 16:15 19 24 0 2 04:30 16:30 14 20 0 0 04:45 16:45 28 92 24 89 1 1 1 3 185 05:00 17:00 34 22 0 2 05:15 17:15 23 35 4 0 05:30 17:30 39 37 6 3 05:45 17:45 25 121 41 135 2 12 1 6 274 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 2 0 0 19:00 07:15 3 0 1 0 19:15 07:30 4 1 0 0 19:30 07:45 0 8 0 3 0 1 0 0 12 19:45 08:00 2 8 1 0 20:00 08:15 4 4 0 0 20:15 08:30 8 8 0 0 20:30 08:45 7 21 8 28 1 2 0 0 51 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 4 9 5 0 23:00 11:15 8 8 0 0 23:15 11:30 7 12 1 1 23:30 11:45 19 38 6 35 1 7 0 1 81 23:45 Total Vol.67 66 10 1 144 254 252 15 9 530 EB WB EB WB Combined 321 318 25 10 674 Split %46.5%45.8%6.9%0.7%21.4%47.9%47.5%2.8%1.7%78.6% Peak Hour 11:30 11:30 11:00 10:45 11:30 16:45 17:00 17:00 16:45 17:00 Volume 56 39 7 1 100 124 135 12 6 274 P.H.F.0.74 0.75 0.35 0.25 0.81 0.79 0.82 0.50 0.50 0.81 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 17, 2013 PM Daily Totals 13-1194-005 PEDESTRIANS ONLY Project# BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Grand Ave. btwn. Washington St. & State St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 5 10 0 5 00:15 12:15 11 11 0 6 00:30 12:30 4 10 0 0 00:45 12:45 20 40 20 51 1 1 2 13 105 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 8 7 0 1 04:15 16:15 13 13 0 2 04:30 16:30 10 8 0 3 04:45 16:45 1 32 13 41 1 1 9 15 89 05:00 17:00 10 8 1 2 05:15 17:15 0 7 0 0 05:30 17:30 14 3 2 5 05:45 17:45 8 32 19 37 0 3 0 7 79 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 5 0 0 19:00 07:15 0 3 0 1 19:15 07:30 3 4 0 2 19:30 07:45 1 5 4 16 0 0 2 5 26 19:45 08:00 4 7 0 0 20:00 08:15 14 5 0 0 20:15 08:30 8 29 0 1 20:30 08:45 11 37 8 49 0 0 3 4 90 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 13 9 1 6 23:00 11:15 15 14 0 1 23:15 11:30 13 14 3 4 23:30 11:45 9 50 16 53 0 4 0 11 118 23:45 Total Vol.92 118 4 20 234 104 129 5 35 273 EB WB EB WB Combined 196 247 9 55 507 Split %39.3%50.4%1.7%8.5%46.2%38.1%47.3%1.8%12.8%53.8% Peak Hour 11:00 11:15 10:45 11:30 11:00 12:00 12:00 16:45 16:15 12:00 Volume 50 54 4 15 118 40 51 4 16 105 P.H.F.0.83 0.84 0.33 0.63 0.87 0.50 0.64 0.50 0.44 0.61 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 20, 2013 PM Daily Totals 13-1194-005 PEDESTRIANS ONLY Project# BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Grand Ave. btwn. Washington St. & State St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 14 10 4 0 00:15 12:15 32 14 0 0 00:30 12:30 12 3 3 1 00:45 12:45 20 78 12 39 1 8 0 1 126 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 19 23 10 1 04:15 16:15 21 15 4 0 04:30 16:30 9 8 2 0 04:45 16:45 11 60 18 64 0 16 0 1 141 05:00 17:00 31 18 2 0 05:15 17:15 9 13 1 3 05:30 17:30 23 12 3 0 05:45 17:45 19 82 10 53 0 6 0 3 144 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 2 1 0 19:00 07:15 0 3 0 0 19:15 07:30 7 0 1 0 19:30 07:45 3 11 1 6 0 2 0 0 19 19:45 08:00 7 3 1 0 20:00 08:15 10 2 3 1 20:15 08:30 5 5 0 0 20:30 08:45 5 27 4 14 2 6 0 1 48 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 15 15 2 0 23:00 11:15 12 33 0 0 23:15 11:30 16 14 4 0 23:30 11:45 9 52 13 75 1 7 1 1 135 23:45 Total Vol.90 95 15 2 202 220 156 30 5 411 EB WB EB WB Combined 310 251 45 7 613 Split %44.6%47.0%7.4%1.0%33.0%53.5%38.0%7.3%1.2%67.0% Peak Hour 11:30 11:00 11:15 11:45 11:00 17:00 16:00 15:45 16:30 16:45 Volume 71 75 9 2 135 82 64 16 3 144 P.H.F.0.55 0.57 0.56 0.50 0.75 0.66 0.70 0.40 0.25 0.71 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 20, 2013 PM Daily Totals 13-1194-005 PEDESTRIANS ONLY Project# BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY