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HomeMy WebLinkAbout; ; Traffic Monitoring Program; 2014-11-18 2014 TRAFFIC MONITORING PROGRAM City of Carlsbad Growth Management Plan FINAL REPORT: November 18, 2014 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 ........................................................................... 9 4. Mid-Block Pedestrian and Bicycle Counts ................................................................ 20 5. Conclusions ................................................................................................................. 24 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 ........................................................... 7 3-1 Intersection Location Map .............................................................................................. 10 3-2 AM Peak Hour – Intersection Levels of Service ............................................................ 18 3-3 PM Peak Hour – Intersection Levels of Service ............................................................ 19 4-1 Mid-Block Pedestrian and Bicycle Count Locations ...................................................... 21 List of Tables 2-1 Mid-Block Roadway Segments Levels of Service Analysis Summary ............................. 8 3-1 Intersection Capacity Utilization (ICU) Analysis Summary ............................................ 16 4-1 Summary of Mid-Block Pedestrian and Bicycle Counts ................................................. 22 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 26 years, the City of Carlsbad has monitored traffic patterns throughout the City. This 2014 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 2013 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 142017 - NOVEMBER 2014 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 C annon RdColl e ge Blvd El Cami no Real M elr o s e Dr A v i ar a Pkwy Po in s e ttia L a n e Marron R d C arlsb a d Village Dr Pa seo De l Nor t eTam arack A v e Tamarack Palomar Airport Rd Poinsettia L a ne Faraday Ave Faraday Ave Business P a r k DrLionshead Ave Av eni da Encin as La Co sta Ave C a lle B arcelona Melrose Dr R a n c h o Santa F e R d Levante St Cadencia St L a CostaState S t Ar mada Dr Batiquitos Dr Pi r aeus St Saxony Rd Monr oe St H a r d i n g S t 5 5 JeffersonSt Jefferson StPlaza Dr TamarackAve KellyDr HilltopSt Ca r l s b a d Blvd Carl sbad Blvd La Costa Ave JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd College BlvdEl FuerteSt Ali c an te RdArenalRd Costa DelMar Rd RomeriaSt Ca mi no Juni peroMeadows Dr SanElijo Rd CorintiaSt Alga Rd PaseoValindo San Marcos Blvd Olivenhain Rd RanchoS a n t a Fe RdRancho S anta Fe RdLaPortaladaDr Ave Leucadi a Blvd Garden View Dr CalleAcervo Camino DeLos Coches Alicant e R d El Fuerte StCoast H igh way 101 CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN El Camino Real BreakwaterRd 5 2014 PROJECT LOCATION MAP FIGURE 1-1 LEGEND Intersection Count Location Mid-Block Count Location 2 3 ANNUAL REPORT ORGANIZATION Field Data Services of Arizona collected traffic counts during the Summer of 2014 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 2014 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 2014 Annual Report of the City of Carlsbad’s Traffic Monitoring Program represents the third 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 2014 mid-block roadway segment levels of service during the peak hour. Table 2-1 summarizes and compares the Summer 2014 mid-block roadway segment analysis with data from 2010, 2011, 2012 and 2013. The results of the mid-block roadway segment analysis showed that all locations operate at LOS A or B based on the Summer 2014 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 2014 analysis show the following changes in traffic patterns along the City’s arterials from the previous year:  Palomar Airport Road: overall increase of 5%  El Camino Real: overall increase of 6%  Melrose Drive: increase of 2% (only one segment counted)  Carlsbad Boulevard: overall increase of 2%  La Costa Avenue: overall decrease of less than 1%  Rancho Santa Fe Road: increase of less than 1% (only one segment counted)  Poinsettia Lane: decrease of less than 1% (only one segment counted)  Cannon Road: overall decrease of 4%  College Boulevard: overall increase of 5%  Alga Road: increase of 1% (only one segment counted) 5 The results of the Summer 2014 counts show that there has been an overall increase in traffic from last year’s count program, with a total of twenty (20) mid-block locations showing an increase in ADT. Citywide, the overall change in traffic volumes along the arterials included in the 2014 count program was an increase of three percent (3%) from the previous year. The increases in traffic from last year’s counts ranged from less than one percent (1%) to twelve percent (12%). The largest increases in ADT from last year’s counts occurred at the following mid-block locations:  Palomar Airport Road from Yarrow Drive to El Camino Real (#2): increase of 11%  Carlsbad Boulevard from Avenida Encinas to La Costa Avenue (#17): increase of 12% Out of the twenty-seven (27) mid-block locations that were analyzed in the previous year, seven (7) locations experienced a decrease in ADT from the previous 2013 counts. The decreases ranged from less than one percent (1%) to twelve percent (12%), with an average decrease of four percent (4%) at these seven locations. The largest decreases in ADT from last year’s counts occurred at the following mid-block locations:  Carlsbad Boulevard from State Street to Mountain View Drive (#12): decrease of 12%  Cannon Road from Paseo Del Norte to Car Country Drive (#23): decrease of 12% There have been two roadway construction projects that may have contributed to the largest changes in ADT from the previous year’s count program. The first project was the construction of a segment of the Coastal Rail Trail on Carlsbad Boulevard from the Carlsbad/Oceanside boundary to State Street, and a roundabout at the intersection of Carlsbad Boulevard and State Street. During construction of the project, temporary road closures for one direction of travel periodically occurred that resulted in traffic delays through the construction area. Construction on the project was completed at the end of May 2014. Although the project was completed at the time the Summer 2014 counts were collected, traffic may have still been avoiding this segment of Carlsbad Boulevard due to the recent construction and road closures. The recently constructed Carlsbad Boulevard/State Street roundabout forces slower traffic speeds through the intersection, which may be another factor for the 12% decrease in ADT on Carlsbad Boulevard from State Street to Mountain View Drive. The second project is the Carlsbad Desalination Project, which is constructing a desalination plant and a 10-mile pipeline from the coast to the San Diego County Water Authority’s distribution system in San Marcos. Construction on the Carlsbad Desalination Project began in December 2012 and is expected to be completed in early 2016. Within the City of Carlsbad, the pipeline is being constructed along Cannon Road, Faraday Avenue, Melrose Drive and Lionshead Avenue. The construction of the pipeline has required long-term lane closures for segments of the affected roadways as well as reconfiguration of approach lanes and signal phasing at the intersections. The pipeline construction on Cannon Road from I-5 to Legoland Drive was completed prior to the Summer 2014 count program, and the mid-block locations and intersections along this section of Cannon Road were not impacted by construction activities at the time the counts were collected. 6 During the Summer 2014 TMP count program, the pipeline construction resulted in lane closures and reduced capacity along the following roadway segments within the City of Carlsbad: Cannon Road from Legoland Drive to Faraday Avenue Travel lanes reduced to one lane in each direction of travel. Bike lanes closed, bikes must share roadway with vehicles. Faraday Avenue from Cannon Road to Priestly Drive Travel lanes reduced to one lane in each direction of travel. Short sections between Cannon Road and Van Allen Way are open to only one direction of travel at a time, resulting in traffic delays through this segment of Faraday Avenue. Center two-way left-turn lane and bike lanes are also closed in sections along the corridor. Melrose Drive from Palomar Airport Road to Carlsbad/Vista boundary Travel lanes reduced to two lanes in each direction of travel from Palomar Airport Road to Carlsbad/Vista boundary just north of Lionshead Avenue. The 12% decrease in ADT on Cannon Road from Paseo Del Norte to Car Country Drive may be the result of the reduced roadway capacity along Cannon Road to the east toward Faraday Avenue. It is likely that the 12% increase in ADT on Palomar Airport Road west of El Camino Real is a result of traffic using Palomar Airport Road as an alternate route to avoid the pipeline construction on Cannon Road and Faraday Avenue. 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 2014 intersection level of service operations analysis are provided in Chapter 3 of this report. NOT TO SCALE 142017 - NOVEMBER 2014 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 C annon RdColl e ge Blvd El Cami no Real M elr o s e Dr A v i ar a Pkwy Po in s e ttia L a n e Marron R d C arlsb a d Village Dr Pa seo De l Nor t eTam arack A v e Tamarack Palomar Airport Rd Poinsettia L a ne Faraday Ave Faraday Ave Business P a r k DrLionshead Ave Av eni da Encin as La Co sta Ave C a lle B arcelona Melrose Dr R a n c h o Santa F e R d Levante St Cadencia St L a CostaState S t Ar mada Dr Batiquitos Dr Pi r aeus St Saxony Rd Monr oe St H a r d i n g S t 5 5 JeffersonSt Jefferson StPlaza Dr TamarackAve KellyDr HilltopSt Ca r l s b a d Blvd Carl sbad Blvd La Costa Ave JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd College BlvdEl FuerteSt Ali c an te RdArenalRd Costa DelMar Rd RomeriaSt Ca mi no Juni peroMeadows Dr SanElijo Rd CorintiaSt Alga Rd PaseoValindo San Marcos Blvd Olivenhain Rd RanchoS a n t a Fe RdRancho S anta Fe RdLaPortaladaDr Ave Leucadi a Blvd Garden View Dr CalleAcervo Camino DeLos Coches Alicant e R d El Fuerte StCoast H igh way 101 CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN El Camino Real 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 2014 MID-BLOCK ROADWAY SEGMENT LEVELS OF SERVICE FIGURE 2-1 LEGEND LOS A, B, or C LOS D LOS E LOS F 7 8 Table 2-1 City of Carlsbad Mid-Block Roadway Segment LOS Analysis Summary Location Number Segment Segment Location Summer 2010 Summer 2011 Summer 2012 Summer 2013 Summer 2014 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. 48,490 A 48,249 A 48,626 A 52,555 A 52,779 A 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real 34,030 A 33,440 A 35,154 A 34,017 A 37,900 A 3 Palomar Airport Rd. El Camino Real to Loker Ave (W.) 45,080 A 45,902 A 52,786 A 48,560 A 50,651 A 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo 32,769 A 32,678 A 31,880 A 31,469 A 32,566 A 5 El Camino Real Plaza Dr to Marron Rd 26,406 A 27,806 A 29,245 A 29,355 A 30,288 A 6 El Camino Real Tamarack Ave. to Kelly Dr. 23,540 A 25,036 A 22,514 A 25,198 A 26,430 A 7 El Camino Real Jackspar Dr. to College Blvd. ---- ---- ---- ---- 32,393 B 34,869 B 38,195 B 8 El Camino Real Faraday Ave. to Palomar Airport Rd. 36,200 A 36,281 A 30,477 A 31,739 A 34,867 A 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. 46,203 A 47,151 B 49,760 B 49,299 B 51,393 B 10 El Camino Real Levante St. to Calle Barcelona 32,042 A 33,507 A 35,782 A 35,434 A 36,495 A 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. 22,887 A 23,830 A 25,387 A 27,253 A 27,857 A 12 Carlsbad Blvd State St. to Mountain View Dr. 12,884 A 13,320 A 13,743 A 14,791 A 13,156 A 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. ---- ---- ---- ---- 17,653 A 19,001 A 18,668 A 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro ---- ---- ---- ---- 19,224 A 17,319 A 17,396 A 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. 16,882 A 16,565 A 16,128 A 16,755 A 17,714 A 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. 13,668 A 12,936 A 13,656 A 15,193 A 16,289 A 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. 17,242 A 16,214 A 16,089 A 17,943 A 19,888 A 18 La Costa Ave Piraeus St to Saxony Rd. 32,767 A 33,742 A 35,371 A 38,373 A 37,795 A 19 La Costa Ave Romeria St. to Cadencia St. 12,190 A 12,196 A 12,043 A 12,087 A 12,266 A 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. 28,786 A 27,187 A 30,793 A 28,979 A 28,959 A 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. 25,315 A 24,353 A 24,801 A 25,075 A 25,071 A 22 Tamarack Ave El Camino Real to La Portalada Dr. 8,808 A 8,663 A 7,905 A 7,705 A 7,669 A 23 Cannon Rd. Paseo Del Norte to Car Country Dr. 24,370 A 25,717 A 25,420 A 26,399 A 23,460 A 24 Cannon Rd. Hilltop St. to College Blvd. 17,793 A 17,462 A 17,764 A 18,561 A 19,281 A 25 College Blvd. N. City Limits to Tamarack Ave. (N.) 23,112 A 24,815 A 24,670 A 25,769 A 26,275 A 26 College Blvd. Aston Ave. to Palomar Airport Rd. 13,873 A 13,635 A 13,806 A 13,744 A 14,710 A 27 Alga Rd Corintia St. to El Fuerte St. 10,844 A 10,856 A 10,454 A 10,299 A 10,415 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. 9 3. INTERSECTION TURN MOVEMENT COUNTS Intersection turn movement counts were collected in Summer 2014 at forty-nine (49) major intersections around the City. The locations of the intersections included in the 2014 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 2014 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 142017 - NOVEMBER 2014 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 C annon RdColl e ge Blvd El Cami no Real M elr o s e Dr A v i ar a Pkwy Po in s e ttia L a n e Marron R d C arlsb a d Village Dr Pa seo De l Nor t eTam arack A v e Tamarack Palomar Airport Rd Poinsettia L a ne Faraday Ave Faraday Ave Business P a r k DrLionshead Ave Av eni da Encin as La Co sta Ave C a lle B arcelona Melrose Dr R a n c h o Santa F e R d Levante St Cadencia St L a CostaState S t Ar mada Dr Batiquitos Dr Pi r aeus St Saxony Rd Monr oe St H a r d i n g S t 5 5 JeffersonSt Jefferson StPlaza Dr TamarackAve KellyDr HilltopSt Ca r l s b a d Blvd Carl sbad Blvd La Costa Ave JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd College BlvdEl FuerteSt Ali c an te RdArenalRd Costa DelMar Rd RomeriaSt Ca mi no Juni peroMeadows Dr SanElijo Rd CorintiaSt Alga Rd PaseoValindo San Marcos Blvd Olivenhain Rd RanchoS a n t a Fe RdRancho S anta Fe RdLaPortaladaDr Ave Leucadi a Blvd Garden View Dr CalleAcervo Camino DeLos Coches Alicant e R d El Fuerte StCoast H igh way 101 CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN El Camino Real BreakwaterRd LEGEND XX Intersection Count Location/ Number 2014 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 10 36 11 Since last year’s data collection effort, the City has implemented improvements that have enhanced capacity at the following intersections evaluated in the 2014 TMP: El Camino Real and Palomar Airport Road (#8)  Northbound Approach: Widened to construct a second left-turn lane.  Eastbound approach: Widened to construct a dedicated right-turn lane. Rancho Santa Fe Road and La Costa Avenue (#29):  Eastbound Approach: Restriped to convert one of the two through lanes to a second left-turn lane. The new configuration at the eastbound approach is two left-turn lanes and one shared through/right-turn lane. At the intersection of El Camino Real and Palomar Airport Road, from 2013 to 2014 there was a slight decrease in the ICU ratio and an improvement in operations from LOS D to LOS C during the PM peak hour as a result of the above-listed improvements. At the intersection of Rancho Santa Fe Road and La Costa Avenue, the above-listed improvements resulted in a 4% decrease in the ICU ratio during the AM peak hour and a 5% decrease in the ICU ratio during the PM peak hour from 2013 to 2014. The construction of the pipeline for the Carlsbad Desalination Project resulted in the closure of lanes and modification of the traffic signal phasing at a few intersections along the pipeline construction route. Intersection lane geometrics were modified at the following TMP intersections by the pipeline construction during the time the Summer 2014 counts were collected: Melrose Drive and Palomar Airport Road (#21)  Northbound Approach: Reduced from four (4) through lanes to two (2) through lanes. Northbound dual left-turn lanes and right-turn lane remained open.  Southbound Approach: Reduced from three (3) through lanes to two (2) through lanes. One through lane converted to a second right-turn lane. Southbound dual left-turn lanes remained open. Cannon Road and Faraday Avenue (#39)  Northbound Approach: Reduced to one shared left-turn/through/right-turn lane  Eastbound Approach: Reduced to one left-turn lane, one through lane and one right-turn lane  Westbound Approach: Reduced to one left-turn lane and one shared through/right-turn lane College Boulevard and Faraday Avenue (#41)  Eastbound Approach: Reduced to one left-turn lane, one through lane and one right-turn lane  Westbound Approach: Reduced to one shared left-turn/through/right-turn lane 12 Although the northbound and southbound capacity of the through lanes was reduced at the intersection of Melrose Drive and Palomar Airport Road, the conversion of one of the southbound through lanes to a second right-turn lane resulted in an improvement in LOS during the AM peak hour from LOS D in Summer 2013 to LOS C in Summer 2014. Due to the lower traffic demand for the northbound and southbound through lanes, and the higher demand for the southbound right-turn lane, this modification resulted in a reduction in ICU ratio and an improvement in overall intersection LOS. At the intersection of Cannon Road and Faraday Avenue, the reduction in lane capacity at the intersection due to the pipeline construction resulted in a change in PM peak hour operations from LOS A in Summer 2013 to LOS D in Summer 2014. At the intersection of College Boulevard and Faraday Avenue, the pipeline construction resulted in a change in PM peak hour operations from LOS A in Summer 2013 to LOS B in Summer 2014. Field observations of the intersections evaluated in the 2014 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 2014:  Overall the changes in the turning movement volumes and ICU calculations for the intersections have been minimal from 2013 to 2014.  The most significant increases in turning movement volumes and ICU ratios from 2013 to 2014 occurred during the AM peak hour at Poinsettia Lane and Avenida Encinas, and during the PM peak hour at Carlsbad Village Drive and I-5 Southbound Ramps. Operations at Poinsettia Lane and Avenida Encinas remained at LOS A during the AM peak hour from 2013 to 2014. At the intersection of Carlsbad Village Drive and I-5 Southbound Ramps, PM peak hour operations from 2013 to 2014 changed from LOS B to LOS C. Overall turning movement volumes increased by 16% at Poinsettia Lane and Avenida Encinas, and increased by 12% at Carlsbad Village Drive and I-5 Southbound Ramps.  The most significant decreases in turning movement volumes and ICU ratio from 2013 to 2014 occurred at Cannon Road and Paseo Del Norte during the AM peak hour, at Cannon Road and I-5 Northbound Ramps during the AM peak hour, and at Palomar Airport Road and Avenida Encinas during the PM peak hour. From 2013 to 2014, turning movement volumes at Cannon Road and Paseo Del Norte and at Cannon Road and I-5 Northbound Ramps decreased by approximately 15% during the AM peak hour. At Palomar Airport Road and Avenida Encinas from 2013 to 2014, PM peak hour turning movement volumes have decreased by 14% and operations have improved from LOS D to LOS C. 13  From 2013 to 2014, overall turning movement volumes have increased at intersections along El Camino Real, Palomar Airport Road (east of I-5), and Carlsbad Boulevard. Overall turning movement volumes have decreased at intersections along Cannon Road and Faraday Avenue. The changes in turning movement volumes from 2013 and 2014 are largely associated with the pipeline construction activities. The increase in peak hour volumes at intersections on Carlsbad Boulevard may be attributed to increased congestion on I-5 resulting in traffic using Carlsbad Boulevard as an alternate route. The ICU calculations and LOS for the previous 2010 through 2014 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 2014 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 three (3) intersections are currently operating at LOS D during either the AM or PM peak hours: Location # Intersection ICU LOS Period 5 20 39 El Camino Real & Cannon Road Palomar Airport Road & El Fuerte Street Cannon Road & Faraday Avenue 0.81 0.82 0.85 D D D PM peak PM peak PM peak The following describes the 2014 peak period operations of the three (3) intersections that are operating at LOS D: El Camino Real and Cannon Road (#5) The ICU calculations based on the 2014 counts show that this intersection is operating at a low LOS D during the PM peak hour. From 2013 to 2014, PM peak period operations at this intersection have remained at a low LOS D, and the ICU ratio has remained at 0.81. Although the ICU calculations show LOS B operations at El Camino Real and Cannon Road during the AM peak hour, one issue that is not addressed in the calculations is the queuing in the westbound left-turn lanes that occasionally spill back as far as one-half mile from the intersection. Vehicles in the back of the queue often wait two or more cycle lengths to traverse through the intersection, and the capacity of the westbound through lanes is reduced to one lane approaching El Camino Real upstream from the left-turn lanes. 14 Palomar Airport Road and El Fuerte Street (#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 2013 to 2014. Overall, PM peak hour turning movement volumes at El Camino Real and El Fuerte Street have increased approximately 5% from 2013 to 2014. Cannon Road and Faraday Avenue (#39) Based on the ICU calculations from the 2013 to 2014 counts, operations at Cannon Road and Faraday Avenue have changed from LOS A to LOS D during the PM peak hour. Overall, PM peak hour turning movement volumes have decreased by approximately 16% from 2013 to 2014. Although turning movement volumes have significantly decreased, the change in PM peak hour operations from LOS A to LOS D is a result of the reduction in lane capacity associated with the pipeline construction for the Carlsbad Desalination Project. The 2014 traffic counts show that traffic is generally avoiding the sections of Cannon Road and Faraday Avenue where the pipeline construction is occurring, and are using other parallel arterials such as Palomar Airport Road. Construction activities at Cannon Road and Faraday Avenue are expected to be completed in the next few months, and operations will improve once the currently closed approach lanes are open to traffic again. From 2013 to 2014, operations at the following intersections have improved from LOS D to LOS C:  El Camino Real and Palomar Airport Road (#8): PM peak hour  El Camino Real and La Costa Avenue (#12): PM peak hour  Palomar Airport Road and Avenida Encinas (#14): PM peak hour  Palomar Airport Road and Melrose Drive (#21): AM peak hour At El Camino Real and Airport Road and at Palomar Airport and Melrose Drive, the improvement in LOS is a result of roadway improvements or modifications providing increased lane capacity at these intersections. The improvement in PM peak hour operations at El Camino Real and La Costa Avenue appear to be a result of changes in the critical movements in the ICU calculations. Overall, turning movement volumes have increased approximately 2% from 2013 to 2014. Turning movement volumes at the critical eastbound left-turn movement have increased by 168 vehicles during the PM peak hour from 2013 to 2014, which is an increase of approximately 20%. The key issue that hasn’t changed 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. 15 Operations during the PM peak hour at Palomar Airport Road and Avenida Encinas improved from LOS D to LOS C due to an overall decrease in turning movement volumes by approximately 14% from 2013 to 2014. The changes in turning movement volumes are even larger by intersection approach, with a 27% decrease in traffic at the southbound approach, and a 22% decrease at the westbound approach. From 2012 to 2013, there had been a 27% increase in the overall turning movement volumes at this intersection during the PM peak hour, which was likely attributed to traffic diverting to Palomar Airport Road to avoid delays associated with the pipeline construction on Cannon Road between Carlsbad Boulevard and I-5. It is likely that the completion of most of the pipeline construction on Cannon Road west of I-5 has resulted in lower traffic volumes on Palomar Airport Road west of I-5. The improvement in AM peak hour operations at Palomar Airport Road and Melrose Drive from a high LOS D to a high LOS C is due to modification at the southbound approach that converted one of the through lanes to a second right-turn lane. The segment of Melrose Drive between Lionshead Avenue to Palomar Airport Road was reduced to two through lanes in each direction of travel as a result of the pipeline construction activities. However, through traffic on Melrose Drive during the peak hours is not high enough to be impacted by the reduction in the number of lanes, and the conversion of one of the southbound lanes to a second right-turn lane resulted in an overall improvement in AM peak hour operations at this intersection. 16 Table 3-1 Intersection Capacity Utilization Analysis Summary Count # Intersection Summer 2010 Peak Hour Summer 2011 Peak Hour Summer 2012 Peak Hour Summer 2013 Peak Hour Summer 2014 Peak Hour AM PM AM PM AM PM AM PM AM PM ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS 1 El Camino Real & Plaza Dr. 0.34 A 0.65 B 0.34 A 0.66 B 0.32 A 0.62 B 0.33 A 0.63 B 0.33 A 0.64 B 2 El Camino Real & Marron Rd. 0.34 A 0.52 A 0.34 A 0.53 A 0.37 A 0.55 A 0.39 A 0.55 A 0.38 A 0.56 A 3 El Camino Real & Carlsbad Village Dr. 0.45 A 0.55 A 0.45 A 0.59 A 0.45 A 0.58 A 0.44 A 0.57 A 0.46 A 0.60 A 4 El Camino Real & Tamarack Ave. 0.63 B 0.59 A 0.64 B 0.59 A 0.66 B 0.53 A 0.68 B 0.63 B 0.69 B 0.61 B 5 El Camino Real & Cannon Rd. 0.60 A 0.78 C 0.61 B 0.80 C 0.64 B 0.76 C 0.71 C 0.81 D 0.67 B 0.81 D 6 El Camino Real & College Blvd. 0.56 A 0.53 A 0.61 B 0.55 A 0.48 A 0.72 C 0.54 A 0.61 B 0.58 A 0.67 B 7 El Camino Real & Faraday Ave. 0.65 B 0.70 B 0.66 B 0.72 C 0.62 B 0.76 C 0.69 B 0.75 C 0.68 B 0.78 C 8 El Camino Real & Palomar Airport Rd. 0.52 A 0.71 C 0.58 A 0.77 C 0.55 A 0.80 C 0.60 A 0.81 D 0.62 B 0.80 C 9 El Camino Real & Cassia Rd. 0.57 A 0.58 A 0.64 B 0.61 B 0.62 B 0.64 B 0.59 A 0.65 B 0.63 B 0.70 B 10 El Camino Real & Poinsettia Ln. 0.38 A 0.55 A 0.39 A 0.56 A 0.41 A 0.57 A 0.40 A 0.44 A 0.46 A 0.48 A 11 El Camino Real & Alga Rd./Aviara Pkwy 0.63 B 0.87 D 0.63 B 0.83 D 0.65 B 0.72 C 0.62 B 0.72 C 0.61 B 0.70 B 12 El Camino Real & La Costa Ave. 0.70 B 0.79 C 0.78 C 0.85 D 0.67 B 0.68 B 0.69 B 0.82 D 0.73 C 0.79 C 13 El Camino Real & Calle Barcelona 0.45 A 0.57 A 0.48 A 0.61 B 0.52 A 0.62 B 0.52 A 0.61 B 0.55 A 0.61 B 14 Palomar Airport Rd. & Avenida Encinas 0.49 A 0.75 C 0.54 A 0.74 C 0.49 A 0.67 B 0.59 A 0.81 D 0.55 A 0.75 C 15 Palomar Airport Rd. & Paseo Del Norte 0.54 A 0.57 A 0.58 A 0.66 B 0.71 C 0.79 C 0.67 B 0.75 C 0.66 B 0.72 C 16 Palomar Airport Rd. & Armada Dr. 0.57 A 0.75 C 0.52 A 0.72 C 0.54 A 0.68 B 0.53 A 0.71 C 0.58 A 0.71 C 17 Palomar Airport Rd. & College Blvd./ Aviara Pkwy 0.58 A 0.77 C 0.59 A 0.76 C 0.56 A 0.74 C 0.53 A 0.71 C 0.56 A 0.70 B 18 Palomar Airport Rd. & Yarrow Dr. 0.41 A 0.52 A 0.43 A 0.54 A 0.43 A 0.63 B 0.48 A 0.62 B 0.52 A 0.68 B 19 Palomar Airport Rd. & Loker Ave. (W.) 0.72 C 0.64 B 0.66 B 0.69 B 0.74 C 0.71 C 0.68 B 0.68 B 0.72 C 0.66 B 20 Palomar Airport Rd. & El Fuerte St. 0.39 A 0.58 A 0.56 A 0.65 B 0.61 B 0.80 C 0.56 A 0.80 C 0.58 A 0.82 D 21 Palomar Airport Rd. & Melrose Dr. 0.75 C 0.59 A 0.71 C 0.58 A 0.90 D 0.59 A 0.89 D 0.67 B 0.77 C 0.71 C 22 Carlsbad Blvd. & Carlsbad Village Dr. 0.29 A 0.53 A 0.30 A 0.57 A 0.36 A 0.56 A 0.33 A 0.47 A 0.32 A 0.46 A 23 Carlsbad Blvd & Tamarack Ave. 0.39 A 0.48 A 0.30 A 0.53 A 0.35 A 0.56 A 0.36 A 0.49 A 0.41 A 0.49 A 24 Carlsbad Blvd. & Cannon Rd. 0.50 A 0.68 B 0.58 A 0.80 C 0.41 A 0.70 B 0.43 A 0.65 B 0.50 A 0.70 B 25 Carlsbad Blvd. & Poinsettia Ln. 0.29 A 0.34 A 0.27 A 0.52 A 0.27 A 0.36 A 0.39 A 0.38 A 0.42 A 0.42 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. 17 Table 3-1 (continued) Intersection Capacity Utilization Analysis Summary Count # Intersection Summer 2010 Peak Hour Summer 2011 Peak Hour Summer 2012 Peak Hour Summer 2013 Peak Hour Summer 2014 Peak Hour AM PM AM PM AM PM AM PM AM PM ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio L O S ICU Ratio L O S 26 Carlsbad Blvd. & Avenida Encinas 0.33 A 0.44 A 0.30 A 0.57 A 0.30 A 0.34 A 0.39 A 0.34 A 0.42 A 0.38 A 27 Rancho Santa Fe Rd. & San Elijo Rd. 0.52 A 0.75 C 0.57 A 0.76 C 0.54 A 0.72 C 0.58 A 0.67 B 0.54 A 0.75 C 28 Rancho Santa Fe Rd. & La Costa Ave. 0.65 B 0.64 B 0.62 B 0.59 A 0.62 B 0.61 A 0.59 A 0.66 B 0.55 A 0.61 B 29 Olivenhain Rd & Rancho Santa Fe Rd./ Camino Alvaro 0.54 A 0.54 A 0.56 A 0.59 A 0.61 B 0.55 A 0.65 B 0.63 B 0.67 B 0.63 B 30 Carlsbad Village Dr. & State St. 0.23 A 0.35 A 0.24 A 0.37 A 0.29 A 0.41 A 0.28 A 0.38 A 0.25 A 0.34 A 31 Carlsbad Village Dr. & Harding St. 0.35 A 0.50 A 0.37 A 0.53 A 0.50 A 0.64 A 0.46 A 0.57 A 0.45 A 0.64 B 32 Poinsettia Ln. & Aviara Pkwy. 0.41 A 0.52 A 0.44 A 0.51 A 0.42 A 0.53 A 0.39 A 0.56 A 0.44 A 0.58 A 33 Poinsettia Ln. & Paseo Del Norte 0.55 A 0.65 B 0.60 A 0.64 B 0.59 A 0.67 B 0.54 A 0.70 B 0.58 A 0.66 B 34 Poinsettia Ln. & Avenida Encinas 0.45 A 0.70 B 0.53 A 0.69 B 0.52 A 0.65 B 0.42 A 0.72 C 0.52 A 0.69 B 35 Melrose Dr. & Alga Rd. 0.44 A 0.60 A 0.47 A 0.57 A 0.44 A 0.58 A 0.44 A 0.59 A 0.42 A 0.62 B 36 Jefferson St. & Marron Rd. 0.34 A 0.52 A 0.35 A 0.55 A * 0.58 A 0.58 A 0.29 A 0.62 B 37 Monroe St. & Marron Rd. 0.23 A 0.32 A 0.21 A 0.34 A 0.37 A 0.44 A 0.23 A 0.35 A 0.21 A 0.34 A 38 Cannon Rd. & Paseo Del Norte 0.53 A 0.53 A 0.56 A 0.54 A 0.52 A 0.53 A 0.59 A 0.56 A 0.48 A 0.52 A 39 Cannon Rd. & Faraday Ave. 0.34 A 0.52 A 0.36 A 0.58 A 0.48 A 0.56 A 0.48 A 0.60 A 0.55** A** 0.85** D** 40 College Blvd. & Carlsbad Village Dr. 0.69 B 0.48 A 0.51 A 0.46 A 0.49 A 0.45 A 0.51 A 0.51 A 0.54 A 0.55 A 41 College Blvd. & Faraday Ave. 0.44 A 0.50 A 0.44 A 0.54 A 0.48 A 0.51 A 0.50 A 0.52 A 0.56** A** 0.63** B** 42 I-5 SB Ramps & Carlsbad Village Dr. 0.53 A 0.72 C 0.55 A 0.68 B 0.49 A 0.66 B 0.50 A 0.64 B 0.49 A 0.72 C 43 I-5 NB Ramps & Carlsbad Village Dr. 0.58 A 0.65 B 0.54 A 0.66 B 0.68 B 0.81 B 0.57 A 0.67 B 0.59 A 0.71 C 44 I-5 SB Ramps & Cannon Rd. 0.43 A 0.47 A 0.47 A 0.48 A 0.46 A 0.49 A 0.53 A 0.51 A 0.47 A 0.46 A 45 I-5 NB Ramps & Cannon Rd. 0.46 A 0.56 A 0.49 A 0.58 A 0.47 A 0.65 A 0.50 A 0.67 B 0.44 A 0.63 B 46 I-5 SB Ramps & Palomar Airport Rd. 0.43 A 0.43 A 0.42 A 0.45 A 0.44 A 0.47 A 0.44 A 0.50 A 0.49 A 0.47 A 47 I-5 NB Ramps & Palomar Airport Rd. 0.65 B 0.73 C 0.64 B 0.71 C 0.66 B 0.65 C 0.65 B 0.68 B 0.65 B 0.67 B 48 I-5 SB Ramps & La Costa Ave. 0.54 A 0.56 A 0.52 A 0.58 A 0.53 A 0.57 A 0.60 A 0.62 B 0.60 A 0.58 A 49 I-5 NB Ramps & La Costa Ave. 0.55 A 0.63 B 0.63 B 0.64 B 0.63 B 0.77 B 0.61 B 0.69 B 0.64 B 0.66 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 ** AM and PM peak hour LOS calculations are based on construction impacts at the intersection. NOT TO SCALE 142017 - NOVEMBER 2014 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 C annon RdColl e ge Blvd El Cami no Real M elr o s e Dr A v i ar a Pkwy Po in s e ttia L a n e Marron R d C arlsb a d Village Dr Pa seo De l Nor t eTam arack A v e Tamarack Palomar Airport Rd Poinsettia L a ne Faraday Ave Faraday Ave Business P a r k DrLionshead Ave Av eni da Encin as La Co sta Ave C a lle B arcelona Melrose Dr R a n c h o Santa F e R d Levante St Cadencia St L a CostaState S t Ar mada Dr Batiquitos Dr Pi r aeus St Saxony Rd Monr oe St H a r d i n g S t 5 5 JeffersonSt Jefferson StPlaza Dr TamarackAve KellyDr HilltopSt Ca r l s b a d Blvd Carl sbad Blvd La Costa Ave JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd College BlvdEl FuerteSt Ali c an te RdArenalRd Costa DelMar Rd RomeriaSt Ca mi no Juni peroMeadows Dr SanElijo Rd CorintiaSt Alga Rd PaseoValindo San Marcos Blvd Olivenhain Rd RanchoS a n t a Fe RdRancho S anta Fe RdLaPortaladaDr Ave Leucadi a Blvd Garden View Dr CalleAcervo Camino DeLos Coches Alicant e R d El Fuerte StCoast H igh way 101 CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN El Camino Real BreakwaterRd LEGEND XX LOS A, B or C LOS D LOS E LOS F 2014 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 20 359 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 18 36 21 NOT TO SCALE 142017 - NOVEMBER 2014 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 C annon RdColl e ge Blvd El Cami no Real M elr o s e Dr A v i ar a Pkwy Po in s e ttia L a n e Marron R d C arlsb a d Village Dr Pa seo De l Nor t eTam arack A v e Tamarack Palomar Airport Rd Poinsettia L a ne Faraday Ave Faraday Ave Business P a r k DrLionshead Ave Av eni da Encin as La Co sta Ave C a lle B arcelona Melrose Dr R a n c h o Santa F e R d Levante St Cadencia St L a CostaState S t Ar mada Dr Batiquitos Dr Pi r aeus St Saxony Rd Monr oe St H a r d i n g S t 5 5 JeffersonSt Jefferson StPlaza Dr TamarackAve KellyDr HilltopSt Ca r l s b a d Blvd Carl sbad Blvd La Costa Ave JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd College BlvdEl FuerteSt Ali c an te RdArenalRd Costa DelMar Rd RomeriaSt Ca mi no Juni peroMeadows Dr SanElijo Rd CorintiaSt Alga Rd PaseoValindo San Marcos Blvd Olivenhain Rd RanchoS a n t a Fe RdRancho S anta Fe RdLaPortaladaDr Ave Leucadi a Blvd Garden View Dr CalleAcervo Camino DeLos Coches Alicant e R d El Fuerte StCoast H igh way 101 CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN El Camino Real BreakwaterRd 2014 PM PEAK HOUR INTERSECTION LEVELS OF SERVICE Figure 3-3 LEGEND XX LOS A, B or C LOS D LOS E LOS F XX XX XX 40 1 14 4 5 6 41 7 16 17 18 32 19 21 359 10 11 13 27 28 29 2 3 22 30 31 37 42 43 23 24 384445 46 47 15 25 34 33 26 48 49 19 36 12 8 20 39 20 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 2014 Annual Report of the City of Carlsbad’s Traffic Monitoring Program is the third 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 and 2013 Annual Reports where pedestrian and bicycle activities are among the highest in the City. These same (5) mid-block locations were also selected for this 2014 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 9, 2014), and also on a weekend (Saturday, July 12, 2014) 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 and weekend pedestrian activities are highest during the PM peak period (4:00 – 6:00 PM).  Weekday and weekend bicycle activities are highest during the AM peak period (7:00 – 9:00 AM).  The highest levels of weekday pedestrian activity occur on the beachside path along the west side of Carlsbad Boulevard between Chestnut Avenue and Maple Avenue, during the AM peak hour.  The highest levels of weekend pedestrian activity occur along the west side of Carlsbad Boulevard between Grand Avenue and Carlsbad Village Drive, during the PM peak hour.  The highest levels of bicycle activity occur along Carlsbad Boulevard between Chestnut Avenue and Maple Avenue on both weekdays and weekends.  Overall pedestrian and bicycle activities are higher on the weekends than during the week. NOT TO SCALE 142017 - NOVEMBER 2014 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 C annon RdColl e ge Blvd El Cami no Real M elr o s e Dr A v i ar a Pkwy Po in s e ttia L a n e Marron R d C arlsb a d Village Dr Pa seo De l Nor t eTam arack A v e Tamarack Palomar Airport Rd Poinsettia L a ne Faraday Ave Faraday Ave Business P a r k DrLionshead Ave Av eni da Encin as La Co sta Ave C a lle B arcelona Melrose Dr R a n c h o Santa F e R d Levante St Cadencia St L a CostaState S t Ar mada Dr Batiquitos Dr Pi r aeus St Saxony Rd Monr oe St H a r d i n g S t 5 5 JeffersonSt Jefferson StPlaza Dr TamarackAve KellyDr HilltopSt Ca r l s b a d Blvd Carl sbad Blvd La Costa Ave JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd College BlvdEl FuerteSt Ali c an te RdArenalRd Costa DelMar Rd RomeriaSt Ca mi no Juni peroMeadows Dr SanElijo Rd CorintiaSt Alga Rd PaseoValindo San Marcos Blvd Olivenhain Rd RanchoS a n t a Fe RdRancho S anta Fe RdLaPortaladaDr Ave Leucadi a Blvd Garden View Dr CalleAcervo Camino DeLos Coches Alicant e R d El Fuerte StCoast H i ghway 101 CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN El Camino Real BreakwaterRd 1 2 3 4 5 LEGEND Mid-Block Ped/Bike Count Location Mid-Block Count Number X X 2014 MID-BLOCK PEDESTRIAN AND BICYCLE COUNT LOCATIONS Figure 4-121 22 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 9, 2014) 1 Carlsbad Blvd. Carlsbad-Oceanside Boundary to State St. NB 6 63 7 38 7 20 SB 8 32 3 44 7 19 2 Carlsbad Blvd. Grand Ave. to Carlsbad Village Dr. NB 85 51 93 25 54 22 SB 36 34 158 35 205 19 3 Carlsbad Blvd. Chestnut Ave. and Maple Ave. NB 13 62 23 50 38 39 SB 360 49 309 64 314 39 4 Carlsbad Village Dr. Carlsbad Blvd. to Washington St. EB 50 6 134 13 228 24 WB 29 2 85 9 248 7 5 Grand Ave. Washington St. to State St. EB 23 8 97 8 222 26 WB 55 10 73 15 121 29 Weekday Total 665 317 982 301 1,444 244 Weekend Counts (Saturday, July 12, 2014) 6 Carlsbad Blvd. Carlsbad-Oceanside Boundary to State St. NB 9 160 12 84 8 31 SB 28 103 6 131 6 44 7 Carlsbad Blvd. Grand Ave. to Carlsbad Village Dr. NB 116 183 193 81 207 47 SB 78 122 329 126 405 36 8 Carlsbad Blvd. Chestnut Ave. and Maple Ave. NB 43 219 77 134 42 44 SB 375 177 340 155 266 62 9 Carlsbad Village Dr. Carlsbad Blvd. to Washington St. EB 49 16 225 34 261 30 WB 44 23 175 11 175 10 10 Grand Ave. Washington St. to State St. EB 36 18 111 18 126 22 WB 56 19 99 43 99 19 Weekend Total 834 1,040 1,567 817 1,595 345 23 A comparison between the Summer 2014 pedestrian and bicycle counts and last year’s counts showed the following trends in pedestrian and bicycle activity:  Overall, pedestrian activity at the five selected mid-block locations has decreased approximately 1% during the week, and has decreased approximately 4% on the weekend from last year’s counts.  Overall, bicycle activity at the five selected mid-block locations has increased approximately 5% during the week, and has increased approximately 23% on the weekend from last year’s counts. Since the pedestrian and bicycle counts were collected last summer for the 2014 Annual Report, the City of Carlsbad has implemented the following improvements to pedestrian and bicycle facilities such as:  New sidewalk along the east side of Carlsbad Boulevard from the Carlsbad/Oceanside boundary to State Street  New two-directional multi-use path along the west side of Carlsbad Boulevard from the Carlsbad/Oceanside boundary to State Street (part of Coastal Rail Trail project).  Wider bike lanes along Carlsbad Boulevard from Palomar Airport Road to La Costa Avenue The pedestrian and bicycle counts collected for the 2014 Annual Report shows that overall pedestrian activity has slightly decreased, and overall bicycle activity has increased from last year’s data collection efforts. The slight decrease in overall pedestrian activity may be due to the counts being collected a week earlier in July than last year, or perhaps there were fewer tourists in town than last year at the time the counts were being collected. There has been a solid increase in overall bicycle activity since 2012, and it appears that the recent improvements in bicycle facilities such as wider bike lanes along Carlsbad Boulevard may have contributed to the steady increase in bicyclists over the last two years. Vehicular lane widths were reduced on Carlsbad Boulevard to provide the wider bike lanes as discussed above. A comparison of the daily traffic volumes on segments of Carlsbad Boulevard from 2013 to 2014 shows the following trends in traffic volumes:  Daily volumes on the Carlsbad Boulevard corridor from State Street to La Costa Avenue increased by an average of approximately 2% from 2013 to 2014.  Daily volumes on Carlsbad Boulevard between Palomar Airport Road and La Costa Avenue increased by an average of approximately 9% from 2013 to 2014. The 2014 counts show that the reduction in vehicular lane widths on Carlsbad Boulevard from Palomar Airport Road to La Costa Avenue 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. 24 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 TMP for the previous two years. This 2014 Annual Report of the City of Carlsbad’s Traffic Monitoring Program is the third 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 2013 to 2014. The results of the 2014 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 three (3) 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 20 39 El Camino Real & Cannon Road Palomar Airport Road & El Fuerte Street Cannon Road & Faraday Avenue 0.81 0.82 0.85 D D D PM peak PM peak PM 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. However, the LOS D operations at Cannon Road and Faraday Avenue are a result of the reduced lane capacity associated with the pipeline construction for the Carlsbad Desalination Project. When the construction along Cannon Road and Faraday Avenue is completed, lanes will be reopened and PM peak hour operations will likely return to LOS A. 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 2013 to 2014. Arterials with the highest increases in traffic include Palomar Airport Road, El Camino Real, Carlsbad Boulevard, and College Boulevard. 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 2014 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. Tues./ Wed. 7/29, 7/30 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real Tues./ Wed. 7/22, 7/23 3 Palomar Airport Rd. El Camino Real to Loker Ave. (W) Wed./ Thurs.  7/23, 7/24 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo Wed./ Thurs.  7/23, 7/24 5 El Camino Real Plaza Dr to Marron Rd Tues./ Wed. 7/8, 7/9 6 El Camino Real Tamarack Ave. to Kelly Dr. Tues./ Wed. 7/29, 7/30 7 El Camino Real Jackspar Dr. to College Blvd. Tues./ Wed. 7/22, 7/23 8 El Camino Real Faraday Ave. to Palomar Airport Rd. Tues./ Wed. 7/22, 7/23 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. Wed./ Thurs.  7/30, 7/31 10 El Camino Real Levante St. to Calle Barcelona Wed./ Thurs.  7/30, 7/31 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. Wed./ Thurs.  7/23, 7/24 12 Carlsbad Blvd State St. to Mountain View Dr. Wed./ Thurs.  7/9, 7/10 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. Wed./ Thurs.  7/9, 7/10 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro St. Tues./ Wed. 7/15, 7/16 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. Wed./ Thurs.  7/16, 7/17 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. Wed./ Thurs.  7/23, 7/24 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. Wed./ Thurs.  7/23, 7/24 18 La Costa Ave Piraeus St to Saxony Rd. Wed./ Thurs.  7/30, 7/31 19 La Costa Ave Romeria St. to Cadencia St. Tues./ Wed. 7/29, 7/30 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. Tues./ Wed. 7/29, 7/30 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. Wed./ Thurs.  7/23, 7/24 22 Tamarack Ave El Camino Real to La Portalada Dr. Tues./ Wed. 7/15, 7/16 23 Cannon Rd. Paseo Del Norte to Car Country Dr. Wed./ Thurs.  7/16, 7/17 24 Cannon Rd. Hilltop St. to College Blvd. Tues./ Wed. 7/15, 7/16 25 College Blvd. N. City Limits to Tamarack Ave. (N.) Tues./ Wed. 7/15, 7/16 26 College Blvd. Aston Ave. to Palomar Airport Rd. Tues./ Wed. 7/22, 7/23 27 Alga Rd Corintia St. to El Fuerte St. Tues./ Wed. 7/29, 7/30  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 2,425 0.45 A 1,571 0.29 A WB (4) 7,200 1,180 0.16 A 2,667 0.37 A 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real EB (3) 5,400 1,093 0.20 A 1,978 0.37 A WB (3) 5,400 1,673 0.31 A 1,269 0.24 A 3 Palomar Airport Rd. El Camino Real to Loker Ave (W.) EB (3) 5,400 1,577 0.29 A 2,664 0.49 A WB (3) 5,400 2,161 0.40 A 1,836 0.34 A 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo EB (3) 5,400 816 0.15 A 1,815 0.34 A WB (3) 5,400 1,502 0.28 A 1,195 0.22 A 5 El Camino Real Plaza Dr to Marron Rd. NB (3) 5,400 791 0.15 A 1,444 0.27 A SB (3) 5,400 1,209 0.22 A 1,073 0.20 A 6 El Camino Real Tamarack Ave. to Kelly Dr. NB (2) 3,600 530 0.15 A 1,775 0.49 A SB (2) 3,600 1,621 0.45 A 877 0.24 A 7 El Camino Real Jackspar Dr. to College Blvd. NB (2) 3,600 817 0.23 A 2,418 0.67 B SB (3) 5,400 2,542 0.47 A 1,170 0.22 A 8 El Camino Real Faraday Ave. to Palomar Airport Rd. NB (3) 5,400 1,471 0.27 A 1,494 0.28 A SB (3) 5,400 1,553 0.29 A 1,754 0.32 A 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. NB (3) 5,400 1,581 0.29 A 2,121 0.39 A SB (2) 3,600 2,140 0.59 A 2,316 0.64 B 10 El Camino Real Levante St. to Calle Barcelona NB (3) 5,400 978 0.18 A 1,592 0.29 A SB (3) 5,400 1,642 0.30 A 1,560 0.29 A 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. NB (2) 3,600 942 0.26 A 1,301 0.36 A SB (2) 3,600 1,442 0.40 A 1,153 0.32 A 12 Carlsbad Blvd State St. to Mountain View Dr. NB (1) 1,800 259 0.14 A 664 0.37 A SB (1) 1,800 412 0.23 A 454 0.25 A 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. NB (2) 3,600 345 0.10 A 883 0.25 A SB (2) 3,600 560 0.16 A 706 0.20 A 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro NB (2) 3,600 358 0.10 A 1,115 0.31 A SB (2) 3,600 733 0.20 A 581 0.16 A 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. NB (1) 1,800 365 0.20 A 945 0.53 A SB (1) 1,800 726 0.40 A 633 0.35 A 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. NB (2) 3,600 316 0.09 A 887 0.25 A SB (2) 3,600 763 0.21 A 742 0.21 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) 3,600 507 0.14 A 972 0.27 A SB (2) 3,600 1,156 0.32 A 891 0.25 A 18 La Costa Ave Piraeus St. to Saxony Rd. EB (2) 3,600 1,300 0.36 A 1,599 0.44 A WB (2) 3,600 1,364 0.38 A 1,375 0.38 A 19 La Costa Ave Romeria St. to Cadencia St. EB (1) 1,800 344 0.19 A 637 0.35 A WB (2) 3,600 497 0.14 A 400 0.11 A 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. NB (3) 5,400 870 0.16 A 1,292 0.24 A SB (3) 5,400 1,301 0.24 A 1,143 0.21 A 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. EB (2) 3,600 934 0.26 A 1,085 0.30 A WB (2) 3,600 910 0.25 A 1,003 0.28 A 22 Tamarack Ave El Camino Real to La Portalada Dr. EB (2) 3,600 164 0.05 A 445 0.12 A WB (2) 3,600 438 0.12 A 243 0.07 A 23 Cannon Rd. Paseo Del Norte to Car Country Dr. EB (2) 3,600 970 0.27 A 763 0.21 A WB (2) 3,600 566 0.16 A 1,260 0.35 A 24 Cannon Rd. Hilltop St. to College Blvd. EB (2) 3,600 361 0.10 A 1,472 0.41 A WB (2) 3,600 1,370 0.38 A 461 0.13 A 25 College Blvd. N. City Limits to Tamarack Ave. (N.) NB (2) 3,600 672 0.19 A 1,568 0.44 A SB (2) 3,600 1,329 0.37 A 918 0.26 A 26 College Blvd. Aston Ave. to Palomar Airport Rd. NB (2) 3,600 1,098 0.31 A 354 0.10 A SB (2) 3,600 318 0.09 A 1,053 0.29 A 27 Alga Rd Corintia St. to El Fuerte St. EB (2) 3,600 270 0.08 A 565 0.16 A WB (2) 3,600 468 0.13 A 393 0.11 A CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 36 28 12:00 422 501 00:15 33 24 12:15 416 500 00:30 30 21 12:30 500 503 00:45 28 127 14 87 214 12:45 541 1879 488 1992 3871 01:00 21 16 13:00 422 487 01:15 14 13 13:15 439 474 01:30 19 8 13:30 436 466 01:45 13 67 5 42 109 13:45 455 1752 436 1863 3615 02:00 8 9 14:00 428 487 02:15 11 16 14:15 388 487 02:30 10 13 14:30 385 506 02:45 14 43 8 46 89 14:45 377 1578 547 2027 3605 03:00 18 7 15:00 385 522 03:15 8 4 15:15 396 536 03:30 19 8 15:30 355 596 03:45 24 69 16 35 104 15:45 388 1524 588 2242 3766 04:00 45 20 16:00 374 574 04:15 50 24 16:15 359 601 04:30 69 44 16:30 369 644 04:45 87 251 50 138 389 16:45 377 1479 678 2497 3976 05:00 85 46 17:00 411 677 05:15 96 69 17:15 404 701 05:30 133 66 17:30 396 605 05:45 187 501 111 292 793 17:45 388 1599 541 2524 4123 06:00 228 125 18:00 325 522 06:15 296 214 18:15 299 489 06:30 314 252 18:30 325 496 06:45 422 1260 263 854 2114 18:45 344 1293 442 1949 3242 07:00 415 239 19:00 285 396 07:15 655 233 19:15 255 355 07:30 658 255 19:30 241 328 07:45 741 2469 241 968 3437 19:45 214 995 258 1337 2332 08:00 522 263 20:00 185 244 08:15 547 258 20:15 166 214 08:30 566 244 20:30 154 196 08:45 539 2174 245 1010 3184 20:45 174 679 155 809 1488 09:00 498 296 21:00 155 154 09:15 442 300 21:15 139 147 09:30 452 325 21:30 133 122 09:45 422 1814 285 1206 3020 21:45 120 547 85 508 1055 10:00 414 296 22:00 104 60 10:15 419 333 22:15 85 57 10:30 396 308 22:30 60 77 10:45 422 1651 411 1348 2999 22:45 65 314 70 264 578 11:00 392 402 23:00 58 59 11:15 425 396 23:15 54 43 11:30 411 422 23:30 41 36 11:45 441 1669 487 1707 3376 23:45 42 195 50 188 383 Total Vol.12095 7733 19828 13834 18200 32034 GPS Coordinates:NB SB EB WB Combined 25929 25933 51862 Split %61.0% 39.0%38.2%43.2% 56.8%61.8% Peak Hour 07:15 11:45 11:45 12:30 16:30 16:30 Volume 2576 1991 3770 1902 2700 4261 P.H.F.0.87 0.99 0.94 0.88 0.96 0.96 PM Project#Tuesday, July 29, 2014 AM Daily Totals 14-1221-001 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 36 28 12:00 463 504 00:15 35 24 12:15 522 522 00:30 41 21 12:30 547 544 00:45 43 155 14 87 242 12:45 533 2065 485 2055 4120 01:00 39 16 13:00 547 496 01:15 20 13 13:15 455 488 01:30 21 15 13:30 596 496 01:45 14 94 11 55 149 13:45 566 2164 466 1946 4110 02:00 18 10 14:00 455 465 02:15 13 14 14:15 428 522 02:30 18 18 14:30 396 541 02:45 18 67 19 61 128 14:45 388 1667 541 2069 3736 03:00 20 13 15:00 411 455 03:15 24 15 15:15 423 522 03:30 28 18 15:30 414 526 03:45 24 96 20 66 162 15:45 385 1633 539 2042 3675 04:00 26 24 16:00 341 600 04:15 66 41 16:15 344 605 04:30 60 45 16:30 352 654 04:45 87 239 85 195 434 16:45 328 1365 628 2487 3852 05:00 77 96 17:00 369 677 05:15 103 99 17:15 355 675 05:30 155 90 17:30 411 685 05:45 258 593 128 413 1006 17:45 408 1543 522 2559 4102 06:00 288 133 18:00 396 541 06:15 296 131 18:15 355 517 06:30 426 185 18:30 352 433 06:45 441 1451 188 637 2088 18:45 328 1431 439 1930 3361 07:00 411 214 19:00 285 385 07:15 437 222 19:15 255 355 07:30 537 258 19:30 241 325 07:45 670 2055 244 938 2993 19:45 245 1026 258 1323 2349 08:00 629 245 20:00 214 244 08:15 540 239 20:15 185 245 08:30 611 300 20:30 177 214 08:45 581 2361 305 1089 3450 20:45 187 763 196 899 1662 09:00 437 341 21:00 185 166 09:15 429 328 21:15 166 154 09:30 433 344 21:30 128 141 09:45 396 1695 285 1298 2993 21:45 122 601 128 589 1190 10:00 455 322 22:00 104 120 10:15 488 396 22:15 106 104 10:30 385 411 22:30 85 85 10:45 377 1705 425 1554 3259 22:45 96 391 60 369 760 11:00 352 433 23:00 87 54 11:15 396 488 23:15 75 43 11:30 355 511 23:30 69 39 11:45 408 1511 496 1928 3439 23:45 36 267 33 169 436 Total Vol.12022 8321 20343 14916 18437 33353 GPS Coordinates:NB SB EB WB Combined 26938 26758 53696 Split %59.1% 40.9%37.9%44.7% 55.3%62.1% Peak Hour 07:45 11:45 11:45 13:00 16:45 12:15 Volume 2450 2066 4006 2164 2665 4196 P.H.F.0.91 0.95 0.92 0.91 0.97 0.96 0 AM PM Project# Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. Wednesday, July 30, 2014 14-1221-001 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 36 28 12:00 0 0 443 503 00:15 0 0 34 24 12:15 0 0 469 511 00:30 0 0 36 21 12:30 0 0 524 524 00:45 0 0 0 0 36 141 14 87 228 12:45 00005371972 487 2024 3996 01:00 0 0 30 16 13:00 0 0 485 492 01:15 0 0 17 13 13:15 0 0 447 481 01:30 0 0 20 12 13:30 0 0 516 481 01:45 0 0 0 0 14 81 8 49 129 13:45 00005111958 451 1905 3863 02:00 0 0 13 10 14:00 0 0 442 476 02:15 0 0 12 15 14:15 0 0 408 505 02:30 0 0 14 16 14:30 0 0 391 524 02:45 0 0 0 0 16 551454 109 14:45 00003831623 544 2048 3671 03:00 0 0 19 10 15:00 0 0 398 489 03:15 0 0 16 10 15:15 0 0 410 529 03:30 0 0 24 13 15:30 0 0 385 561 03:45 0 0 0 0 24 831851 133 15:45 00003871579 564 2142 3721 04:00 0 0 36 22 16:00 0 0 358 587 04:15 0 0 58 33 16:15 0 0 352 603 04:30 0 0 65 45 16:30 0 0 361 649 04:45 0 0 0 0 87 245 68 167 412 16:45 00003531422 653 2492 3914 05:00 0 0 81 71 17:00 0 0 390 677 05:15 0 0 100 84 17:15 0 0 380 688 05:30 0 0 144 78 17:30 0 0 404 645 05:45 0 0 0 0 223 547 120 353 900 17:45 00003981571 532 2542 4113 06:00 0 0 258 129 18:00 0 0 361 532 06:15 0 0 296 173 18:15 0 0 327 503 06:30 0 0 370 219 18:30 0 0 339 465 06:45 0 0 0 0 432 1356 226 746 2101 18:45 00003361362 441 1940 3302 07:00 0 0 413 227 19:00 0 0 285 391 07:15 0 0 546 228 19:15 0 0 255 355 07:30 0 0 598 257 19:30 0 0 241 327 07:45 0 0 0 0 706 2262 243 953 3215 19:45 00002301011 258 1330 2341 08:00 0 0 576 254 20:00 0 0 200 244 08:15 0 0 544 249 20:15 0 0 176 230 08:30 0 0 589 272 20:30 0 0 166 205 08:45 0 0 0 0 560 2268 275 1050 3317 20:45 0000181721176854 1575 09:00 0 0 468 319 21:00 0 0 170 160 09:15 0 0 436 314 21:15 0 0 153 151 09:30 0 0 443 335 21:30 0 0 131 132 09:45 0 0 0 0 409 1755 285 1252 3007 21:45 0000121574107549 1123 10:00 0 0 435 309 22:00 0 0 104 90 10:15 0 0 454 365 22:15 0 0 96 81 10:30 0 0 391 360 22:30 0 0 73 81 10:45 0 0 0 0 400 1678 418 1451 3129 22:45 00008135365317 669 11:00 0 0 372 418 23:00 0 0 73 57 11:15 0 0 411 442 23:15 0 0 65 43 11:30 0 0 383 467 23:30 0 0 55 38 11:45 0 0 0 0 425 1590 492 1818 3408 23:45 00003923142179 410 Total Vol.12059 8027 20086 14375 18319 32694 GPS Coordinates:NB SB Combined 26434 26346 52779 Split %60.0% 40.0%38.1%44.0% 56.0%61.9% Peak Hour 07:15 11:45 11:45 12:15 16:30 16:45 Volume 2425 2029 3888 2014 2667 4189 P.H.F.0.86 0.97 0.93 0.94 0.97 0.98 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-001Project# Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. Tuesday, July 29, 2014 Wednesday, July 30, 2014 Palomar Airport RoadBetween Paseo Del Norte and Armada DriveTuesday, July 29, 2014End Time 29-Jul1:00 AM 2142:00 AM 1093:00 AM 894:00 AM 1045:00 AM 3896:00 AM 7937:00 AM 2,1148:00 AM 3,4379:00 AM 3,18410:00 AM 3,02011:00 AM 2,99912:00 PM 3,3761:00 PM 3,8712:00 PM 3,6153:00 PM 3,6054:00 PM 3,7665:00 PM 3,9766:00 PM 4,1237:00 PM 3,2428:00 PM 2,3329:00 PM 1,48810:00 PM 1,05511:00 PM 57812:00 AM 383Total 51862050010001500200025003000350040004500Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Paseo Del Norte and Armada DriveWednesday, July 30, 2014End Time 30-Jul1:00 AM 2422:00 AM 1493:00 AM 1284:00 AM 1625:00 AM 4346:00 AM 1,0067:00 AM 2,0888:00 AM 2,9939:00 AM 3,45010:00 AM 2,99311:00 AM 3,25912:00 PM 3,4391:00 PM 4,1202:00 PM 4,1103:00 PM 3,7364:00 PM 3,6755:00 PM 3,8526:00 PM 4,1027:00 PM 3,3618:00 PM 2,3499:00 PM 1,66210:00 PM 1,19011:00 PM 76012:00 AM 436Total 53696050010001500200025003000350040004500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 39 14 12:00 377 298 00:15 45 11 12:15 325 288 00:30 22 10 12:30 350 299 00:45 19 125 14 49 174 12:45 409 1461 298 1183 2644 01:00 19 8 13:00 363 311 01:15 10 5 13:15 305 285 01:30 9 9 13:30 310 277 01:45 13 51 6 28 79 13:45 302 1280 322 1195 2475 02:00 19 3 14:00 307 325 02:15 8 2 14:15 317 248 02:30 12 5 14:30 375 285 02:45 20 59 4 14 73 14:45 316 1315 299 1157 2472 03:00 10 7 15:00 434 300 03:15 7 4 15:15 343 325 03:30 10 16 15:30 486 269 03:45 16 43 20 47 90 15:45 388 1651 300 1194 2845 04:00 19 24 16:00 490 310 04:15 20 45 16:15 423 321 04:30 22 85 16:30 470 291 04:45 31 92 96 250 342 16:45 494 1877 350 1272 3149 05:00 24 77 17:00 535 336 05:15 40 123 17:15 510 313 05:30 75 131 17:30 402 302 05:45 102 241 255 586 827 17:45 378 1825 270 1221 3046 06:00 97 241 18:00 352 277 06:15 116 252 18:15 338 239 06:30 148 374 18:30 306 185 06:45 190 551 382 1249 1800 18:45 278 1274 166 867 2141 07:00 207 399 19:00 206 139 07:15 184 385 19:15 181 131 07:30 249 452 19:30 192 104 07:45 299 939 486 1722 2661 19:45 203 782 108 482 1264 08:00 246 415 20:00 195 106 08:15 295 352 20:15 167 103 08:30 252 315 20:30 145 85 08:45 265 1058 329 1411 2469 20:45 143 650 86 380 1030 09:00 252 295 21:00 140 99 09:15 256 288 21:15 111 90 09:30 232 244 21:30 108 87 09:45 181 921 275 1102 2023 21:45 93 452 85 361 813 10:00 201 292 22:00 93 66 10:15 196 314 22:15 84 60 10:30 223 258 22:30 78 65 10:45 246 866 244 1108 1974 22:45 62 317 54 245 562 11:00 278 275 23:00 80 41 11:15 308 285 23:15 57 28 11:30 283 299 23:30 53 24 11:45 333 1202 314 1173 2375 23:45 36 226 21 114 340 Total Vol.6148 8739 14887 13110 9671 22781 GPS Coordinates:NB SB EB WB Combined 19258 18410 37668 Split %41.3% 58.7%39.5%57.5% 42.5%60.5% Peak Hour 11:45 07:15 07:30 16:30 16:45 16:30 Volume 1385 1738 2794 2009 1301 3299 P.H.F.0.92 0.89 0.89 0.94 0.93 0.95 PM Project#Tuesday, July 22, 2014 AM Daily Totals 14-1227-002 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 32 19 12:00 330 299 00:15 24 20 12:15 366 285 00:30 21 19 12:30 331 311 00:45 20 97 16 74 171 12:45 349 1376 341 1236 2612 01:00 16 13 13:00 359 328 01:15 14 11 13:15 277 285 01:30 7 8 13:30 422 266 01:45 21 58 5 37 95 13:45 355 1413 265 1144 2557 02:00 12 8 14:00 332 258 02:15 11 5 14:15 312 277 02:30 11 7 14:30 409 274 02:45 13 47 4 24 71 14:45 343 1396 252 1061 2457 03:00 9 8 15:00 363 301 03:15 8 5 15:15 342 322 03:30 12 16 15:30 444 360 03:45 16 45 20 49 94 15:45 378 1527 360 1343 2870 04:00 17 48 16:00 475 320 04:15 28 85 16:15 410 290 04:30 29 96 16:30 494 276 04:45 30 104 99 328 432 16:45 436 1815 312 1198 3013 05:00 24 106 17:00 533 331 05:15 46 103 17:15 483 301 05:30 67 188 17:30 430 293 05:45 121 258 215 612 870 17:45 380 1826 279 1204 3030 06:00 100 222 18:00 420 245 06:15 112 208 18:15 362 220 06:30 169 221 18:30 317 199 06:45 198 579 370 1021 1600 18:45 280 1379 161 825 2204 07:00 179 356 19:00 241 114 07:15 186 370 19:15 263 136 07:30 267 411 19:30 186 122 07:45 285 917 437 1574 2491 19:45 233 923 120 492 1415 08:00 281 389 20:00 231 104 08:15 263 370 20:15 215 85 08:30 246 340 20:30 208 66 08:45 267 1057 359 1458 2515 20:45 166 820 60 315 1135 09:00 244 384 21:00 212 65 09:15 241 368 21:15 143 58 09:30 227 328 21:30 109 54 09:45 246 958 285 1365 2323 21:45 132 596 29 206 802 10:00 212 296 22:00 116 33 10:15 220 311 22:15 104 30 10:30 231 325 22:30 92 32 10:45 249 912 285 1217 2129 22:45 70 382 28 123 505 11:00 291 277 23:00 87 24 11:15 295 298 23:15 53 41 11:30 303 288 23:30 43 45 11:45 314 1203 311 1174 2377 23:45 42 225 28 138 363 Total Vol.6235 8933 15168 13678 9285 22963 GPS Coordinates:NB SB EB WB Combined 19913 18218 38131 Split %41.1% 58.9%39.8%59.6% 40.4%60.2% Peak Hour 11:45 07:15 07:30 16:30 15:15 16:30 Volume 1341 1607 2703 1946 1362 3166 P.H.F.0.92 0.92 0.94 0.91 0.95 0.92 0 AM PM Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Wednesday, July 23, 2014 14-1227-002 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 36 17 12:00 0 0 354 299 00:15 0 0 35 16 12:15 0 0 346 287 00:30 0 0 22 15 12:30 0 0 341 305 00:45 0 0 0 0 20 111 15 62 173 12:45 00003791419 320 1210 2628 01:00 0 0 18 11 13:00 0 0 361 320 01:15 0 0 12 8 13:15 0 0 291 285 01:30 0 0 8 9 13:30 0 0 366 272 01:45 0 0 0 0 17 55 6 33 87 13:45 00003291347 294 1170 2516 02:00 0 0 16 6 14:00 0 0 320 292 02:15 0 0 10 4 14:15 0 0 315 263 02:30 0 0 12 6 14:30 0 0 392 280 02:45 0 0 0 0 17 53 4 19 72 14:45 00003301356 276 1109 2465 03:00 0 0 10 8 15:00 0 0 399 301 03:15 0 0 8 5 15:15 0 0 343 324 03:30 0 0 11 16 15:30 0 0 465 315 03:45 0 0 0 0 16 442048 92 15:45 00003831589 330 1269 2858 04:00 0 0 18 36 16:00 0 0 483 315 04:15 0 0 24 65 16:15 0 0 417 306 04:30 0 0 26 91 16:30 0 0 482 284 04:45 0 0 0 0 31 98 98 289 387 16:45 00004651846 331 1235 3081 05:00 0 0 24 92 17:00 0 0 534 334 05:15 0 0 43 113 17:15 0 0 497 307 05:30 0 0 71 160 17:30 0 0 416 298 05:45 0 0 0 0 112 250 235 599 849 17:45 00003791826 275 1213 3038 06:00 0 0 99 232 18:00 0 0 386 261 06:15 0 0 114 230 18:15 0 0 350 230 06:30 0 0 159 298 18:30 0 0 312 192 06:45 0 0 0 0 194 565 376 1135 1700 18:45 00002791327 164 846 2173 07:00 0 0 193 378 19:00 0 0 224 127 07:15 0 0 185 378 19:15 0 0 222 134 07:30 0 0 258 432 19:30 0 0 189 113 07:45 0 0 0 0 292 928 462 1648 2576 19:45 0000218853114487 1340 08:00 0 0 264 402 20:00 0 0 213 105 08:15 0 0 279 361 20:15 0 0 191 94 08:30 0 0 249 328 20:30 0 0 177 76 08:45 0 0 0 0 266 1058 344 1435 2492 20:45 000015573573348 1083 09:00 0 0 248 340 21:00 0 0 176 82 09:15 0 0 249 328 21:15 0 0 127 74 09:30 0 0 230 286 21:30 0 0 109 71 09:45 0 0 0 0 214 940 280 1234 2173 21:45 000011352457284 808 10:00 0 0 207 294 22:00 0 0 105 50 10:15 0 0 208 313 22:15 0 0 94 45 10:30 0 0 227 292 22:30 0 0 85 49 10:45 0 0 0 0 248 889 265 1163 2052 22:45 00006635041184 534 11:00 0 0 285 276 23:00 0 0 84 33 11:15 0 0 302 292 23:15 0 0 55 35 11:30 0 0 293 294 23:30 0 0 48 35 11:45 0 0 0 0 324 1203 313 1174 2376 23:45 00003922625126 352 Total Vol.6192 8836 15028 13394 9478 22872 GPS Coordinates:NB SB Combined 19586 18314 37900 Split %41.2% 58.8%39.7%58.6% 41.4%60.3% Peak Hour 11:45 07:15 07:30 16:30 15:15 16:30 Volume 1363 1673 2749 1978 1283 3233 P.H.F.0.96 0.91 0.91 0.93 0.97 0.93 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1227-002Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Tuesday, July 22, 2014 Wednesday, July 23, 2014 Palomar Airport RoadBetween Yarrow Drive and El Camino RealTuesday, July 22, 2014End Time 22-Jul1:00 AM 1742:00 AM 793:00 AM 734:00 AM 905:00 AM 3426:00 AM 8277:00 AM 1,8008:00 AM 2,6619:00 AM 2,46910:00 AM 2,02311:00 AM 1,97412:00 PM 2,3751:00 PM 2,6442:00 PM 2,4753:00 PM 2,4724:00 PM 2,8455:00 PM 3,1496:00 PM 3,0467:00 PM 2,1418:00 PM 1,2649:00 PM 1,03010:00 PM 81311:00 PM 56212:00 AM 340Total 3766805001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Yarrow Drive and El Camino RealWednesday, July 23, 2014End Time 23-Jul1:00 AM 1712:00 AM 953:00 AM 714:00 AM 945:00 AM 4326:00 AM 8707:00 AM 1,6008:00 AM 2,4919:00 AM 2,51510:00 AM 2,32311:00 AM 2,12912:00 PM 2,3771:00 PM 2,6122:00 PM 2,5573:00 PM 2,4574:00 PM 2,8705:00 PM 3,0136:00 PM 3,0307:00 PM 2,2048:00 PM 1,4159:00 PM 1,13510:00 PM 80211:00 PM 50512:00 AM 363Total 3813105001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 28 12:00 441 408 00:15 20 21 12:15 456 403 00:30 21 14 12:30 417 396 00:45 14 74 19 82 156 12:45 422 1736 388 1595 3331 01:00 19 11 13:00 463 341 01:15 13 10 13:15 396 401 01:30 8 14 13:30 388 396 01:45 5451550 95 13:45 374 1621 355 1493 3114 02:00 9 3 14:00 385 341 02:15 6 9 14:15 422 385 02:30 7 13 14:30 423 347 02:45 11 33 15 40 73 14:45 417 1647 322 1395 3042 03:00 10 20 15:00 455 374 03:15 14 8 15:15 452 385 03:30 8 7 15:30 520 353 03:45 5 37 54 89 126 15:45 547 1974 321 1433 3407 04:00 9 74 16:00 578 394 04:15 16 85 16:15 596 410 04:30 20 96 16:30 602 436 04:45 24 69 99 354 423 16:45 658 2434 449 1689 4123 05:00 41 133 17:00 677 440 05:15 96 185 17:15 704 475 05:30 99 322 17:30 639 451 05:45 133 369 296 936 1305 17:45 522 2542 464 1830 4372 06:00 128 377 18:00 496 421 06:15 154 411 18:15 433 380 06:30 197 470 18:30 396 328 06:45 278 757 537 1795 2552 18:45 388 1713 285 1414 3127 07:00 316 431 19:00 325 211 07:15 342 484 19:15 344 210 07:30 389 543 19:30 285 185 07:45 421 1468 556 2014 3482 19:45 254 1208 166 772 1980 08:00 386 544 20:00 241 139 08:15 395 481 20:15 214 133 08:30 375 484 20:30 196 120 08:45 361 1517 543 2052 3569 20:45 185 836 114 506 1342 09:00 348 411 21:00 196 110 09:15 342 426 21:15 166 85 09:30 347 439 21:30 139 87 09:45 374 1411 396 1672 3083 21:45 133 634 75 357 991 10:00 285 355 22:00 125 60 10:15 296 354 22:15 154 65 10:30 314 401 22:30 112 58 10:45 344 1239 439 1549 2788 22:45 104 495 54 237 732 11:00 396 392 23:00 85 48 11:15 382 377 23:15 60 50 11:30 325 345 23:30 65 42 11:45 327 1430 385 1499 2929 23:45 58 268 28 168 436 Total Vol.8449 12132 20581 17108 12889 29997 GPS Coordinates:NB SB EB WB Combined 25557 25021 50578 Split %41.1% 58.9%40.7%57.0% 43.0%59.3% Peak Hour 11:45 07:15 07:30 16:45 17:00 16:45 Volume 1641 2127 3715 2678 1830 4493 P.H.F.0.90 0.96 0.95 0.95 0.96 0.95 PM Project#Wednesday, July 23, 2014 AM Daily Totals 14-1221-003 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. El Camino Real & Loker Ave. We Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 43 19 12:00 378 441 00:15 39 20 12:15 412 439 00:30 54 21 12:30 396 433 00:45 28 164 14 74 238 12:45 355 1541 401 1714 3255 01:00 21 8 13:00 412 436 01:15 14 7 13:15 388 396 01:30 19 4 13:30 374 388 01:45 9 63 9 28 91 13:45 352 1526 358 1578 3104 02:00 6 6 14:00 396 344 02:15 3 6 14:15 388 345 02:30 8 11 14:30 458 385 02:45 11 28 10 33 61 14:45 485 1727 396 1470 3197 03:00 15 14 15:00 496 344 03:15 20 8 15:15 500 401 03:30 24 24 15:30 504 389 03:45 29 88 41 87 175 15:45 552 2052 368 1502 3554 04:00 30 45 16:00 604 399 04:15 39 85 16:15 548 446 04:30 41 96 16:30 654 441 04:45 54 164 139 365 529 16:45 677 2483 466 1752 4235 05:00 75 104 17:00 685 441 05:15 80 128 17:15 633 487 05:30 96 285 17:30 654 463 05:45 133 384 341 858 1242 17:45 508 2480 420 1811 4291 06:00 131 355 18:00 541 379 06:15 154 328 18:15 428 349 06:30 209 422 18:30 396 335 06:45 238 732 500 1605 2337 18:45 355 1720 244 1307 3027 07:00 309 508 19:00 311 241 07:15 320 563 19:15 285 214 07:30 356 547 19:30 244 185 07:45 435 1420 544 2162 3582 19:45 214 1054 166 806 1860 08:00 420 540 20:00 252 139 08:15 352 496 20:15 233 133 08:30 370 487 20:30 230 120 08:45 393 1535 411 1934 3469 20:45 214 929 111 503 1432 09:00 387 439 21:00 185 128 09:15 349 433 21:15 166 141 09:30 289 396 21:30 154 104 09:45 296 1321 388 1656 2977 21:45 141 646 85 458 1104 10:00 324 374 22:00 139 106 10:15 287 352 22:15 133 85 10:30 322 328 22:30 128 60 10:45 341 1274 374 1428 2702 22:45 100 500 54 305 805 11:00 385 352 23:00 85 41 11:15 369 396 23:15 74 36 11:30 411 344 23:30 58 54 11:45 385 1550 371 1463 3013 23:45 59 276 37 168 444 Total Vol.8723 11693 20416 16934 13374 30308 GPS Coordinates:NB SB EB WB Combined 25657 25067 50724 Split %42.7% 57.3%40.2%55.9% 44.1%59.8% Peak Hour 11:30 07:15 07:15 16:30 16:45 16:45 Volume 1586 2194 3725 2649 1857 4506 P.H.F.0.96 0.97 0.95 0.97 0.95 0.99 0 AM PM Project# Palomar Airport Rd. btwn. El Camino Real & Loker Ave. We Thursday, July 24, 2014 14-1221-003 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 31 24 12:00 0 0 410 425 00:15 0 0 30 21 12:15 0 0 434 421 00:30 0 0 38 18 12:30 0 0 407 415 00:45 0 0 0 0 21 119 17 78 197 12:45 00003891639 395 1655 3293 01:00 0 0 20 10 13:00 0 0 438 389 01:15 0 0 14 9 13:15 0 0 392 399 01:30 0 0 14 9 13:30 0 0 381 392 01:45 0 0 0 0 7 54 12 39 93 13:45 00003631574 357 1536 3109 02:00 0 0 8 5 14:00 0 0 391 343 02:15 0 0 5 8 14:15 0 0 405 365 02:30 0 0 8 12 14:30 0 0 441 366 02:45 0 0 0 0 11 311337 67 14:45 00004511687 359 1433 3120 03:00 0 0 13 17 15:00 0 0 476 359 03:15 0 0 17 8 15:15 0 0 476 393 03:30 0 0 16 16 15:30 0 0 512 371 03:45 0 0 0 0 17 634888 151 15:45 00005502013 345 1468 3481 04:00 0 0 20 60 16:00 0 0 591 397 04:15 0 0 28 85 16:15 0 0 572 428 04:30 0 0 31 96 16:30 0 0 628 439 04:45 0 0 0 0 39 117 119 360 476 16:45 00006682459 458 1721 4179 05:00 0 0 58 119 17:00 0 0 681 441 05:15 0 0 88 157 17:15 0 0 669 481 05:30 0 0 98 304 17:30 0 0 647 457 05:45 0 0 0 0 133 377 319 897 1274 17:45 00005152511 442 1821 4332 06:00 0 0 130 366 18:00 0 0 519 400 06:15 0 0 154 370 18:15 0 0 431 365 06:30 0 0 203 446 18:30 0 0 396 332 06:45 0 0 0 0 258 745 519 1700 2445 18:45 00003721717 265 1361 3077 07:00 0 0 313 470 19:00 0 0 318 226 07:15 0 0 331 524 19:15 0 0 315 212 07:30 0 0 373 545 19:30 0 0 265 185 07:45 0 0 0 0 428 1444 550 2088 3532 19:45 00002341131 166 789 1920 08:00 0 0 403 542 20:00 0 0 247 139 08:15 0 0 374 489 20:15 0 0 224 133 08:30 0 0 373 486 20:30 0 0 213 120 08:45 0 0 0 0 377 1526 477 1993 3519 20:45 0000200883113505 1387 09:00 0 0 368 425 21:00 0 0 191 119 09:15 0 0 346 430 21:15 0 0 166 113 09:30 0 0 318 418 21:30 0 0 147 96 09:45 0 0 0 0 335 1366 392 1664 3030 21:45 000013764080408 1048 10:00 0 0 305 365 22:00 0 0 132 83 10:15 0 0 292 353 22:15 0 0 144 75 10:30 0 0 318 365 22:30 0 0 120 59 10:45 0 0 0 0 343 1257 407 1489 2745 22:45 000010249854271 769 11:00 0 0 391 372 23:00 0 0 85 45 11:15 0 0 376 387 23:15 0 0 67 43 11:30 0 0 368 345 23:30 0 0 62 48 11:45 0 0 0 0 356 1490 378 1481 2971 23:45 00005927233168 440 Total Vol.8586 11913 20499 17021 13132 30153 GPS Coordinates:NB SB Combined 25607 25044 50651 Split %41.9% 58.1%40.5%56.4% 43.6%59.5% Peak Hour 11:45 07:15 07:30 16:45 16:45 16:45 Volume 1606 2161 3703 2664 1836 4500 P.H.F.0.93 0.98 0.95 0.98 0.95 0.98 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-003Project# Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West/ Wednesday, July 23, 2014 Thursday, July 24, 2014 Palomar Airport RoadBetween El Camino Real and Loker Avenue (W)Wednesday, July 23, 2014End Time 23-Jul1:00 AM 1562:00 AM 953:00 AM 734:00 AM 1265:00 AM 4236:00 AM 1,3057:00 AM 2,5528:00 AM 3,4829:00 AM 3,56910:00 AM 3,08311:00 AM 2,78812:00 PM 2,9291:00 PM 3,3312:00 PM 3,1143:00 PM 3,0424:00 PM 3,4075:00 PM 4,1236:00 PM 4,3727:00 PM 3,1278:00 PM 1,9809:00 PM 1,34210:00 PM 99111:00 PM 73212:00 AM 436Total 5057805001,0001,5002,0002,5003,0003,5004,0004,5005,000Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween El Camino Real and Loker Avenue (W)Thursday, July 24, 2014End Time 24-Jul1:00 AM 2382:00 AM 913:00 AM 614:00 AM 1755:00 AM 5296:00 AM 1,2427:00 AM 2,3378:00 AM 3,5829:00 AM 3,46910:00 AM 2,97711:00 AM 2,70212:00 PM 3,0131:00 PM 3,2552:00 PM 3,1043:00 PM 3,1974:00 PM 3,5545:00 PM 4,2356:00 PM 4,2917:00 PM 3,0278:00 PM 1,8609:00 PM 1,43210:00 PM 1,10411:00 PM 80512:00 AM 444Total 5072405001,0001,5002,0002,5003,0003,5004,0004,5005,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 21 19 12:00 314 255 00:15 19 20 12:15 285 241 00:30 20 21 12:30 266 252 00:45 21 81 14 74 155 12:45 241 1106 239 987 2093 01:00 14 8 13:00 300 258 01:15 19 5 13:15 322 244 01:30 13 9 13:30 285 274 01:45 8 54 6 28 82 13:45 296 1203 252 1028 2231 02:00 5 3 14:00 255 236 02:15 9 15 14:15 241 214 02:30 6 20 14:30 296 285 02:45 3232159 82 14:45 325 1117 244 979 2096 03:00 2 14 15:00 314 245 03:15 5 19 15:15 344 214 03:30 4 13 15:30 352 227 03:45 7182268 86 15:45 385 1395 282 968 2363 04:00 4 41 16:00 411 258 04:15 8 45 16:15 428 277 04:30 16 85 16:30 455 263 04:45 20 48 96 267 315 16:45 417 1711 297 1095 2806 05:00 24 106 17:00 433 315 05:15 41 154 17:15 439 320 05:30 45 185 17:30 496 304 05:45 50 160 214 659 819 17:45 355 1723 263 1202 2925 06:00 85 252 18:00 341 229 06:15 96 239 18:15 325 204 06:30 87 274 18:30 285 166 06:45 121 389 299 1064 1453 18:45 255 1206 139 738 1944 07:00 131 329 19:00 241 133 07:15 175 310 19:15 210 104 07:30 184 359 19:30 185 101 07:45 202 692 407 1405 2097 19:45 166 802 104 442 1244 08:00 210 402 20:00 139 106 08:15 196 418 20:15 133 103 08:30 192 381 20:30 128 105 08:45 202 800 340 1541 2341 20:45 124 524 87 401 925 09:00 240 310 21:00 111 85 09:15 224 270 21:15 104 60 09:30 214 244 21:30 85 103 09:45 185 863 241 1065 1928 21:45 60 360 85 333 693 10:00 166 214 22:00 65 61 10:15 214 196 22:15 54 46 10:30 185 214 22:30 41 41 10:45 196 761 222 846 1607 22:45 45 205 39 187 392 11:00 191 208 23:00 50 32 11:15 214 214 23:15 43 22 11:30 252 200 23:30 39 14 11:45 241 898 208 830 1728 23:45 32 164 19 87 251 Total Vol.4787 7906 12693 11516 8447 19963 GPS Coordinates:NB SB EB WB Combined 16303 16353 32656 Split %37.7% 62.3%38.9%57.7% 42.3%61.1% Peak Hour 11:45 07:45 07:45 16:45 16:45 16:45 Volume 1106 1608 2408 1785 1236 3021 P.H.F.0.88 0.96 0.98 0.90 0.97 0.94 PM Project#Wednesday, July 23, 2014 AM Daily Totals 14-1221-004 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 39 19 12:00 248 266 00:15 30 13 12:15 252 239 00:30 25 11 12:30 263 258 00:45 21 115 10 53 168 12:45 239 1002 277 1040 2042 01:00 14 14 13:00 233 278 01:15 19 8 13:15 255 285 01:30 13 5 13:30 274 266 01:45 8 54 7 34 88 13:45 285 1047 232 1061 2108 02:00 5 4 14:00 296 241 02:15 7 8 14:15 244 214 02:30 11 5 14:30 321 185 02:45 14 37 9 26 63 14:45 285 1146 214 854 2000 03:00 8 16 15:00 277 233 03:15 5 20 15:15 274 230 03:30 9 24 15:30 314 293 03:45 16 38 24 84 122 15:45 341 1206 279 1035 2241 04:00 20 41 16:00 352 280 04:15 21 45 16:15 369 287 04:30 14 85 16:30 411 274 04:45 54 109 133 304 413 16:45 439 1571 268 1109 2680 05:00 28 131 17:00 487 313 05:15 24 155 17:15 485 293 05:30 41 185 17:30 433 279 05:45 45 138 214 685 823 17:45 396 1801 249 1134 2935 06:00 80 222 18:00 388 220 06:15 85 296 18:15 352 201 06:30 96 288 18:30 285 189 06:45 154 415 304 1110 1525 18:45 244 1269 174 784 2053 07:00 152 325 19:00 214 152 07:15 188 411 19:15 185 139 07:30 187 325 19:30 166 133 07:45 185 712 377 1438 2150 19:45 154 719 120 544 1263 08:00 200 341 20:00 174 100 08:15 204 325 20:15 152 104 08:30 185 352 20:30 128 106 08:45 166 755 285 1303 2058 20:45 120 574 106 416 990 09:00 214 277 21:00 121 104 09:15 208 285 21:15 111 87 09:30 201 263 21:30 104 85 09:45 185 808 239 1064 1872 21:45 85 421 60 336 757 10:00 166 214 22:00 86 54 10:15 154 222 22:15 60 41 10:30 174 208 22:30 65 39 10:45 188 682 241 885 1567 22:45 54 265 30 164 429 11:00 185 245 23:00 75 28 11:15 196 233 23:15 50 24 11:30 214 230 23:30 58 29 11:45 236 831 241 949 1780 23:45 52 235 33 114 349 Total Vol.4694 7935 12629 11256 8591 19847 GPS Coordinates:NB SB EB WB Combined 15950 16526 32476 Split %37.2% 62.8%38.9%56.7% 43.3%61.1% Peak Hour 11:45 07:15 07:15 16:45 16:45 16:45 Volume 999 1454 2214 1844 1153 2997 P.H.F.0.95 0.88 0.92 0.95 0.92 0.94 0 AM PM Project# Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo Thursday, July 24, 2014 14-1221-004 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 30 19 12:00 0 0 281 261 00:15 0 0 25 17 12:15 0 0 269 240 00:30 0 0 23 16 12:30 0 0 265 255 00:45 0 0 0 0 21 981264 162 12:45 00002401054 258 1014 2068 01:00 0 0 14 11 13:00 0 0 267 268 01:15 0 0 19 7 13:15 0 0 289 265 01:30 0 0 13 7 13:30 0 0 280 270 01:45 0000 85473185 13:45 00002911125 242 1045 2170 02:00 0 0 5 4 14:00 0 0 276 239 02:15 0 0 8 12 14:15 0 0 243 214 02:30 0 0 9 13 14:30 0 0 309 235 02:45 0 0 0 0 9 30 15 43 73 14:45 00003051132 229 917 2048 03:00 0 0 5 15 15:00 0 0 296 239 03:15 0 0 5 20 15:15 0 0 309 222 03:30 0 0 7 19 15:30 0 0 333 260 03:45 0 0 0 0 12 282376 104 15:45 00003631301 281 1002 2302 04:00 0 0 12 41 16:00 0 0 382 269 04:15 0 0 15 45 16:15 0 0 399 282 04:30 0 0 15 85 16:30 0 0 433 269 04:45 0 0 0 0 37 79 115 286 364 16:45 00004281641 283 1102 2743 05:00 0 0 26 119 17:00 0 0 460 314 05:15 0 0 33 155 17:15 0 0 462 307 05:30 0 0 43 185 17:30 0 0 465 292 05:45 0 0 0 0 48 149 214 672 821 17:45 00003761762 256 1168 2930 06:00 0 0 83 237 18:00 0 0 365 225 06:15 0 0 91 268 18:15 0 0 339 203 06:30 0 0 92 281 18:30 0 0 285 178 06:45 0 0 0 0 138 402 302 1087 1489 18:45 00002501238 157 761 1999 07:00 0 0 142 327 19:00 0 0 228 143 07:15 0 0 182 361 19:15 0 0 198 122 07:30 0 0 186 342 19:30 0 0 176 117 07:45 0 0 0 0 194 702 392 1422 2124 19:45 0000160761112493 1254 08:00 0 0 205 372 20:00 0 0 157 103 08:15 0 0 200 372 20:15 0 0 143 104 08:30 0 0 189 367 20:30 0 0 128 106 08:45 0 0 0 0 184 778 313 1422 2200 20:45 000012254997409 958 09:00 0 0 227 294 21:00 0 0 116 95 09:15 0 0 216 278 21:15 0 0 108 74 09:30 0 0 208 254 21:30 0 0 95 94 09:45 0 0 0 0 185 836 240 1065 1900 21:45 00007339173335 725 10:00 0 0 166 214 22:00 0 0 76 58 10:15 0 0 184 209 22:15 0 0 57 44 10:30 0 0 180 211 22:30 0 0 53 40 10:45 0 0 0 0 192 722 232 866 1587 22:45 00005023535176 411 11:00 0 0 188 227 23:00 0 0 63 30 11:15 0 0 205 224 23:15 0 0 47 23 11:30 0 0 233 215 23:30 0 0 49 22 11:45 0 0 0 0 239 865 225 890 1754 23:45 00004220026101 300 Total Vol.4741 7921 12661 11386 8519 19905 GPS Coordinates:NB SB Combined 16127 16440 32566 Split %37.4% 62.6%38.9%57.2% 42.8%61.1% Peak Hour 11:45 07:45 07:45 16:45 16:45 16:45 Volume 1053 1502 2289 1815 1195 3009 P.H.F.0.94 0.96 0.98 0.98 0.95 0.97 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-004Project# Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo Wednesday, July 23, 2014 Thursday, July 24, 2014 Palomar Airport RoadBetween Melrose Drive and Paseo ValindoWednesday, July 23, 2014End Time 23-Jul1:00 AM 1552:00 AM 823:00 AM 824:00 AM 865:00 AM 3156:00 AM 8197:00 AM 1,4538:00 AM 2,0979:00 AM 2,34110:00 AM 1,92811:00 AM 1,60712:00 PM 1,7281:00 PM 2,0932:00 PM 2,2313:00 PM 2,0964:00 PM 2,3635:00 PM 2,8066:00 PM 2,9257:00 PM 1,9448:00 PM 1,2449:00 PM 92510:00 PM 69311:00 PM 39212:00 AM 251Total 3265605001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Melrose Drive and Paseo ValindoThursday, July 24, 2014End Time 24-Jul1:00 AM 1682:00 AM 883:00 AM 634:00 AM 1225:00 AM 4136:00 AM 8237:00 AM 1,5258:00 AM 2,1509:00 AM 2,05810:00 AM 1,87211:00 AM 1,56712:00 PM 1,7801:00 PM 2,0422:00 PM 2,1083:00 PM 2,0004:00 PM 2,2415:00 PM 2,6806:00 PM 2,9357:00 PM 2,0538:00 PM 1,2639:00 PM 99010:00 PM 75711:00 PM 42912:00 AM 349Total 3247605001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 36 20 12:00 287 254 00:15 21 12 12:15 255 294 00:30 21 7 12:30 273 247 00:45 10 88 11 50 138 12:45 245 1060 265 1060 2120 01:00 17 15 13:00 265 237 01:15 18 7 13:15 253 238 01:30 7 9 13:30 238 242 01:45 9 51 9 40 91 13:45 262 1018 251 968 1986 02:00 12 11 14:00 215 242 02:15 8 5 14:15 285 234 02:30 4 3 14:30 255 238 02:45 10 34 3 22 56 14:45 332 1087 260 974 2061 03:00 3 2 15:00 258 253 03:15 7 6 15:15 280 257 03:30 8 18 15:30 323 257 03:45 13 31 19 45 76 15:45 343 1204 270 1037 2241 04:00 12 14 16:00 307 236 04:15 8 24 16:15 358 232 04:30 14 42 16:30 339 216 04:45 26 60 43 123 183 16:45 350 1354 279 963 2317 05:00 26 34 17:00 365 278 05:15 43 64 17:15 384 286 05:30 55 115 17:30 356 252 05:45 64 188 149 362 550 17:45 344 1449 230 1046 2495 06:00 88 111 18:00 302 211 06:15 90 147 18:15 290 203 06:30 139 273 18:30 278 194 06:45 136 453 280 811 1264 18:45 237 1107 185 793 1900 07:00 155 233 19:00 190 181 07:15 155 283 19:15 203 181 07:30 167 324 19:30 207 152 07:45 173 650 336 1176 1826 19:45 177 777 141 655 1432 08:00 168 249 20:00 177 128 08:15 175 283 20:15 160 136 08:30 194 250 20:30 150 144 08:45 236 773 268 1050 1823 20:45 128 615 127 535 1150 09:00 187 202 21:00 177 125 09:15 178 199 21:15 118 103 09:30 172 206 21:30 111 108 09:45 185 722 198 805 1527 21:45 106 512 77 413 925 10:00 207 214 22:00 104 66 10:15 203 211 22:15 62 49 10:30 201 199 22:30 52 40 10:45 202 813 224 848 1661 22:45 41 259 51 206 465 11:00 199 252 23:00 60 44 11:15 227 211 23:15 45 31 11:30 234 232 23:30 39 23 11:45 289 949 255 950 1899 23:45 35 179 36 134 313 Total Vol.4812 6282 11094 10621 8784 19405 GPS Coordinates:NB SB EB WB Combined 15433 15066 30499 Split %43.4%56.6%36.4%54.7% 45.3%63.6% Peak Hour 11:45 07:15 11:45 16:45 16:45 16:45 Volume 1104 1192 2154 1455 1095 2550 P.H.F.0.96 0.89 0.98 0.95 0.96 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Plaza Dr. & Marron Rd. PM Project#Tuesday, July 08, 2014 AM Daily Totals 14-1121-005 DAY 1 Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 32 23 12:00 252 255 00:15 28 23 12:15 264 219 00:30 11 14 12:30 260 253 00:45 12 83 14 74 157 12:45 253 1029 271 998 2027 01:00 16 11 13:00 245 236 01:15 12 5 13:15 246 230 01:30 7 7 13:30 231 211 01:45 9 44 8 31 75 13:45 295 1017 245 922 1939 02:00 7 10 14:00 250 233 02:15 4 11 14:15 222 192 02:30 8 8 14:30 227 234 02:45 5241039 63 14:45 299 998 208 867 1865 03:00 6 10 15:00 272 190 03:15 5 6 15:15 282 216 03:30 6 15 15:30 288 236 03:45 9262354 80 15:45 331 1173 232 874 2047 04:00 7 19 16:00 318 254 04:15 14 22 16:15 301 255 04:30 18 38 16:30 341 255 04:45 31 70 45 124 194 16:45 363 1323 251 1015 2338 05:00 19 30 17:00 383 276 05:15 49 60 17:15 338 277 05:30 61 103 17:30 341 246 05:45 65 194 159 352 546 17:45 377 1439 226 1025 2464 06:00 92 118 18:00 311 228 06:15 93 153 18:15 298 224 06:30 118 268 18:30 272 188 06:45 136 439 243 782 1221 18:45 244 1125 191 831 1956 07:00 136 228 19:00 239 171 07:15 140 276 19:15 231 163 07:30 150 357 19:30 216 164 07:45 178 604 309 1170 1774 19:45 157 843 165 663 1506 08:00 158 273 20:00 166 159 08:15 218 286 20:15 196 128 08:30 181 267 20:30 171 134 08:45 199 756 227 1053 1809 20:45 124 657 98 519 1176 09:00 191 241 21:00 162 104 09:15 195 210 21:15 121 133 09:30 199 228 21:30 111 96 09:45 194 779 246 925 1704 21:45 112 506 86 419 925 10:00 188 211 22:00 81 76 10:15 191 190 22:15 85 64 10:30 195 224 22:30 70 41 10:45 214 788 221 846 1634 22:45 51 287 49 230 517 11:00 193 215 23:00 51 38 11:15 212 202 23:15 42 32 11:30 220 215 23:30 41 33 11:45 246 871 251 883 1754 23:45 37 171 32 135 306 Total Vol.4678 6333 11011 10568 8498 19066 GPS Coordinates:NB SB EB WB Combined 15246 14831 30077 Split %42.5%57.5%36.6%55.4% 44.6%63.4% Peak Hour 11:45 07:30 11:45 17:00 16:30 16:30 Volume 1022 1225 2000 1439 1059 2484 P.H.F.0.97 0.86 0.97 0.94 0.96 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# El Camino Real btwn. Plaza Dr. & Marron Rd. Wednesday, July 09, 2014 14-1121-005 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 22 0 0 12:00 270 255 0 0 00:15 25 18 0 0 12:15 260 257 0 0 00:30 16 11 0 0 12:30 267 250 0 0 00:45 11 86 13 62 0 0 0 0 148 12:45 249 1045 268 1029 0000 2074 01:00 17 13 0 0 13:00 255 237 0 0 01:15 15 6 0 0 13:15 250 234 0 0 01:30 7 8 0 0 13:30 235 227 0 0 01:45 9 48 9 36 0 0 0 0 83 13:45 279 1018 248 945 0000 1963 02:00 10 11 0 0 14:00 233 238 0 0 02:15 6 8 0 0 14:15 254 213 0 0 02:30 6 6 0 0 14:30 241 236 0 0 02:45 8 29 7 31 0 0 0 0 60 14:45 316 1043 234 921 0000 1963 03:00 5 6 0 0 15:00 265 222 0 0 03:15 6 6 0 0 15:15 281 237 0 0 03:30 7 17 0 0 15:30 306 247 0 0 03:45 11 29 21 50 0 0 0 0 78 15:45 337 1189 251 956 0000 2144 04:00 10 17 0 0 16:00 313 245 0 0 04:15 11 23 0 0 16:15 330 244 0 0 04:30 16 40 0 0 16:30 340 236 0 0 04:45 29 65 44 124 0 0 0 0 189 16:45 357 1339 265 989 0000 2328 05:00 23 32 0 0 17:00 374 277 0 0 05:15 46 62 0 0 17:15 361 282 0 0 05:30 58 109 0 0 17:30 349 249 0 0 05:45 65 191 154 357 0 0 0 0 548 17:45 361 1444 228 1036 0000 2480 06:00 90 115 0 0 18:00 307 220 0 0 06:15 92 150 0 0 18:15 294 214 0 0 06:30 129 271 0 0 18:30 275 191 0 0 06:45 136 446 262 797 0 0 0 0 1243 18:45 241 1116 188 812 0000 1928 07:00 146 231 0 0 19:00 215 176 0 0 07:15 148 280 0 0 19:15 217 172 0 0 07:30 159 341 0 0 19:30 212 158 0 0 07:45 176 627 323 1173 0 0 0 0 1800 19:45 1678101536590000 1469 08:00 163 261 0 0 20:00 172 144 0 0 08:15 197 285 0 0 20:15 178 132 0 0 08:30 188 259 0 0 20:30 161 139 0 0 08:45 218 765 248 1052 0 0 0 0 1816 20:45 1266361135270000 1163 09:00 189 222 0 0 21:00 170 115 0 0 09:15 187 205 0 0 21:15 120 118 0 0 09:30 186 217 0 0 21:30 111 102 0 0 09:45 190 751 222 865 0 0 0 0 1616 21:45 109509824160000 925 10:00 198 213 0 0 22:00 93 71 0 0 10:15 197 201 0 0 22:15 74 57 0 0 10:30 198 212 0 0 22:30 61 41 0 0 10:45 208 801 223 847 0 0 0 0 1648 22:45 46273502180000 491 11:00 196 234 0 0 23:00 56 41 0 0 11:15 220 207 0 0 23:15 44 32 0 0 11:30 227 224 0 0 23:30 40 28 0 0 11:45 268 910 253 917 0 0 0 0 1827 23:45 36175341350000 310 Total Vol.4745 6308 11053 10595 8641 19236 GPS Coordinates:NB SB Combined 15340 14949 30288 Split %42.9%57.1%36.5%55.1% 44.9%63.5% Peak Hour 11:45 07:30 11:45 17:00 16:45 16:45 Volume 1063 1209 2077 1444 1073 2513 P.H.F.0.99 0.89 0.99 0.97 0.95 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1121-005Project# El Camino Real btwn. Plaza Dr. & Marron Rd. Tuesday, July 08, 2014 Wednesday, July 09, 2014 AM PM Daily Totals 2-DAY AVERAGE 0 El Camino RealBetween Plaza Drive and Marron RoadTuesday, July 8, 2014End Time 8-Jul1:00 AM 1382:00 AM 913:00 AM 564:00 AM 765:00 AM 1836:00 AM 5507:00 AM 1,2648:00 AM 1,8269:00 AM 1,82310:00 AM 1,52711:00 AM 1,66112:00 PM 1,8991:00 PM 2,1202:00 PM 1,9863:00 PM 2,0614:00 PM 2,2415:00 PM 2,3176:00 PM 2,4957:00 PM 1,9008:00 PM 1,4329:00 PM 1,15010:00 PM 92511:00 PM 46512:00 AM 313Total 3049905001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Plaza Drive and Marron RoadWednesday, July 9, 2014End Time 9-Jul1:00 AM 1572:00 AM 753:00 AM 634:00 AM 805:00 AM 1946:00 AM 5467:00 AM 1,2218:00 AM 1,7749:00 AM 1,80910:00 AM 1,70411:00 AM 1,63412:00 PM 1,7541:00 PM 2,0272:00 PM 1,9393:00 PM 1,8654:00 PM 2,0475:00 PM 2,3386:00 PM 2,4647:00 PM 1,9568:00 PM 1,5069:00 PM 1,17610:00 PM 92511:00 PM 51712:00 AM 306Total 3007705001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 19 9 12:00 196 236 00:15 14 13 12:15 185 258 00:30 11 11 12:30 214 244 00:45 10 54 10 43 97 12:45 222 817 241 979 1796 01:00 8 14 13:00 208 258 01:15 5 8 13:15 241 263 01:30 9 5 13:30 214 269 01:45 6 28 8 35 63 13:45 199 862 278 1068 1930 02:00 3 5 14:00 214 258 02:15 2 9 14:15 208 263 02:30 5 6 14:30 233 214 02:45 4 14 3 23 37 14:45 225 880 244 979 1859 03:00 1 2 15:00 241 214 03:15 2 5 15:15 296 185 03:30 1 4 15:30 326 199 03:45 15 718 23 15:45 367 1230 243 841 2071 04:00 2 4 16:00 337 218 04:15 3 8 16:15 356 243 04:30 2 16 16:30 370 264 04:45 1 8 54 82 90 16:45 437 1500 213 938 2438 05:00 2 63 17:00 437 226 05:15 1 99 17:15 484 199 05:30 0 103 17:30 437 170 05:45 8 11 128 393 404 17:45 343 1701 151 746 2447 06:00 16 154 18:00 300 139 06:15 20 185 18:15 257 132 06:30 24 229 18:30 208 133 06:45 25 85 298 866 951 18:45 214 979 130 534 1513 07:00 54 324 19:00 185 128 07:15 41 366 19:15 133 111 07:30 85 422 19:30 104 104 07:45 119 299 455 1567 1866 19:45 87 509 85 428 937 08:00 133 401 20:00 85 69 08:15 130 365 20:15 66 63 08:30 128 352 20:30 60 32 08:45 141 532 328 1446 1978 20:45 65 276 54 218 494 09:00 145 285 21:00 54 41 09:15 139 244 21:15 41 28 09:30 133 214 21:30 42 24 09:45 154 571 185 928 1499 21:45 14 151 41 134 285 10:00 152 154 22:00 18 42 10:15 166 188 22:15 8 21 10:30 154 205 22:30 13 18 10:45 175 647 196 743 1390 22:45 15 54 16 97 151 11:00 200 166 23:00 18 13 11:15 187 154 23:15 8 20 11:30 202 217 23:30 5 4 11:45 214 803 228 765 1568 23:45 7 38 7 44 82 Total Vol.3057 6909 9966 8997 7006 16003 GPS Coordinates:NB SB EB WB Combined 12054 13915 25969 Split %30.7%69.3%38.4%56.2% 43.8%61.6% Peak Hour 11:45 07:15 07:30 16:45 13:00 16:30 Volume 809 1644 2110 1795 1068 2630 P.H.F.0.95 0.90 0.92 0.93 0.96 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Tamarack Ave. & Kelly Dr. PM Project#Tuesday, July 29, 2014 AM Daily Totals 14-1221-006 DAY 1 Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 14 12:00 226 192 00:15 5 12 12:15 278 252 00:30 9 11 12:30 231 263 00:45 6271047 74 12:45 204 939 233 940 1879 01:00 3 8 13:00 195 230 01:15 2 5 13:15 195 214 01:30 5 8 13:30 204 222 01:45 2 12 5 26 38 13:45 175 769 228 894 1663 02:00 1 7 14:00 156 245 02:15 0 4 14:15 204 241 02:30 1 8 14:30 245 236 02:45 24 524 28 14:45 265 870 258 980 1850 03:00 1 9 15:00 275 241 03:15 3 13 15:15 301 241 03:30 2 11 15:30 331 238 03:45 1 7 14 47 54 15:45 318 1225 221 941 2166 04:00 4 18 16:00 334 194 04:15 1 20 16:15 375 176 04:30 7 24 16:30 386 194 04:45 5 17 41 103 120 16:45 445 1540 180 744 2284 05:00 9 45 17:00 491 165 05:15 6 77 17:15 407 146 05:30 9 70 17:30 412 194 05:45 6 30 133 325 355 17:45 315 1625 202 707 2332 06:00 9 128 18:00 312 188 06:15 16 154 18:15 318 176 06:30 30 214 18:30 275 166 06:45 34 89 333 829 918 18:45 234 1139 154 684 1823 07:00 55 325 19:00 275 147 07:15 95 345 19:15 204 120 07:30 106 411 19:30 175 104 07:45 109 365 452 1533 1898 19:45 123 777 100 471 1248 08:00 95 369 20:00 110 85 08:15 98 366 20:15 94 88 08:30 84 352 20:30 98 80 08:45 143 420 422 1509 1929 20:45 75 377 75 328 705 09:00 141 285 21:00 50 50 09:15 138 244 21:15 55 59 09:30 154 241 21:30 44 60 09:45 141 574 214 984 1558 21:45 31 180 65 234 414 10:00 152 185 22:00 32 58 10:15 169 199 22:15 40 54 10:30 188 165 22:30 24 41 10:45 187 696 154 703 1399 22:45 28 124 21 174 298 11:00 199 188 23:00 24 25 11:15 214 214 23:15 21 21 11:30 222 228 23:30 14 14 11:45 208 843 241 871 1714 23:45 16 75 8 68 143 Total Vol.3084 7001 10085 9640 7165 16805 GPS Coordinates:NB SB EB WB Combined 12724 14166 26890 Split %30.6%69.4%37.5%57.4% 42.6%62.5% Peak Hour 11:45 07:30 07:30 16:45 14:00 16:45 Volume 943 1598 2006 1755 980 2440 P.H.F.0.85 0.88 0.89 0.89 0.95 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# El Camino Real btwn. Tamarack Ave. & Kelly Dr. Wednesday, July 30, 2014 14-1221-006 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 12 0 0 12:00 211 214 0 0 00:15 10 13 0 0 12:15 232 255 0 0 00:30 10 11 0 0 12:30 223 254 0 0 00:45 8411045 0 000 86 12:45 2138782379600000 1838 01:00 6 11 0 0 13:00 202 244 0 0 01:15 4 7 0 0 13:15 218 239 0 0 01:30 7 7 0 0 13:30 209 246 0 0 01:45 4 20 7 31 0 0 0 0 51 13:45 1878162539810000 1797 02:00 2 6 0 0 14:00 185 252 0 0 02:15 1 7 0 0 14:15 206 252 0 0 02:30 3 7 0 0 14:30 239 225 0 0 02:45 3 9 4 24 0 0 0 0 33 14:45 2458752519800000 1855 03:00 1 6 0 0 15:00 258 228 0 0 03:15 3 9 0 0 15:15 299 213 0 0 03:30 2 8 0 0 15:30 329 219 0 0 03:45 1 6 11 33 0 0 0 0 39 15:45 343 1228 232 891 0000 2119 04:00 3 11 0 0 16:00 336 206 0 0 04:15 2 14 0 0 16:15 366 210 0 0 04:30 5 20 0 0 16:30 378 229 0 0 04:45 3134893 0 000105 16:45 441 1520 197 841 0000 2361 05:00 6 54 0 0 17:00 464 196 0 0 05:15 4 88 0 0 17:15 446 173 0 0 05:30 5 87 0 0 17:30 425 182 0 0 05:45 7 21 131 359 0 0 0 0 380 17:45 329 1663 177 727 0000 2390 06:00 13 141 0 0 18:00 306 164 0 0 06:15 18 170 0 0 18:15 288 154 0 0 06:30 27 222 0 0 18:30 242 150 0 0 06:45 30 87 316 848 0 0 0 0 935 18:45 224 1059 142 609 0000 1668 07:00 55 325 0 0 19:00 230 138 0 0 07:15 68 356 0 0 19:15 169 116 0 0 07:30 96 417 0 0 19:30 140 104 0 0 07:45 114 332 454 1550 0 0 0 0 1882 19:45 105643934500000 1093 08:00 114 385 0 0 20:00 98 77 0 0 08:15 114 366 0 0 20:15 80 76 0 0 08:30 106 352 0 0 20:30 79 56 0 0 08:45 142 476 375 1478 0 0 0 0 1954 20:45 70327652730000 600 09:00 143 285 0 0 21:00 52 46 0 0 09:15 139 244 0 0 21:15 48 44 0 0 09:30 144 228 0 0 21:30 43 42 0 0 09:45 148 573 200 956 0 0 0 0 1529 21:45 23166531840000 350 10:00 152 170 0 0 22:00 25 50 0 0 10:15 168 194 0 0 22:15 24 38 0 0 10:30 171 185 0 0 22:30 19 30 0 0 10:45 181 672 175 723 0 0 0 0 1395 22:45 2289191360000 225 11:00 200 177 0 0 23:00 21 19 0 0 11:15 201 184 0 0 23:15 15 21 0 0 11:30 212 223 0 0 23:30 10 9 0 0 11:45 211 823 235 818 0 0 0 0 1641 23:45 12578560000 113 Total Vol.3071 6955 10026 9319 7086 16404 GPS Coordinates:NB SB Combined 12389 14041 26430 Split %30.6%69.4%37.9%56.8% 43.2%62.1% Peak Hour 11:45 07:30 07:30 16:45 13:30 16:30 Volume 876 1621 2058 1775 1002 2522 P.H.F.0.95 0.89 0.91 0.96 0.99 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-006Project# El Camino Real btwn. Tamarack Ave. & Kelly Dr. Tuesday, July 29, 2014 Wednesday, July 30, 2014 AM PM Daily Totals 2-DAY AVERAGE 0 El Camino Real Between Tamarack Avenue and Kelly DriveTuesday, July 29, 2014End Time 29-Jul1:00 AM 972:00 AM 633:00 AM 374:00 AM 235:00 AM 906:00 AM 4047:00 AM 9518:00 AM 1,8669:00 AM 1,97810:00 AM 1,49911:00 AM 1,39012:00 PM 1,5681:00 PM 1,7962:00 PM 1,9303:00 PM 1,8594:00 PM 2,0715:00 PM 2,4386:00 PM 2,4477:00 PM 1,5138:00 PM 9379:00 PM 49410:00 PM 28511:00 PM 15112:00 AM 82Total 2596905001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot El Camino Real Between Tamarack Avenue and Kelly DriveWednesday, July 30, 2014End Time 30-Jul1:00 AM 742:00 AM 383:00 AM 284:00 AM 545:00 AM 1206:00 AM 3557:00 AM 9188:00 AM 1,8989:00 AM 1,92910:00 AM 1,55811:00 AM 1,39912:00 PM 1,7141:00 PM 1,8792:00 PM 1,6633:00 PM 1,8504:00 PM 2,1665:00 PM 2,2846:00 PM 2,3327:00 PM 1,8238:00 PM 1,2489:00 PM 70510:00 PM 41411:00 PM 29812:00 AM 143Total 2689005001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 :El Camino Real btwn. Jackspar Dr./Rancho Carlsbad Dr. & College Blvd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 52 18 12:00 343 343 00:15 30 15 12:15 295 378 00:30 23 16 12:30 271 383 00:45 10 115 9 58 173 12:45 297 1206 428 1532 2738 01:00 21 5 13:00 263 368 01:15 9 8 13:15 254 373 01:30 3 1 13:30 276 342 01:45 12 45 8 22 67 13:45 296 1089 274 1357 2446 02:00 7 3 14:00 287 252 02:15 6 3 14:15 306 268 02:30 4 6 14:30 399 191 02:45 10 27 8 20 47 14:45 361 1353 262 973 2326 03:00 6 11 15:00 359 232 03:15 5 11 15:15 386 261 03:30 4 22 15:30 446 284 03:45 4192973 92 15:45 460 1651 289 1066 2717 04:00 11 28 16:00 491 310 04:15 9 34 16:15 532 286 04:30 5 98 16:30 574 285 04:45 11 36 121 281 317 16:45 585 2182 270 1151 3333 05:00 15 75 17:00 611 274 05:15 21 96 17:15 615 268 05:30 21 192 17:30 635 262 05:45 36 93 291 654 747 17:45 503 2364 254 1058 3422 06:00 44 148 18:00 412 195 06:15 66 231 18:15 424 225 06:30 80 323 18:30 309 168 06:45 99 289 485 1187 1476 18:45 296 1441 165 753 2194 07:00 101 400 19:00 238 134 07:15 123 555 19:15 202 117 07:30 123 632 19:30 199 119 07:45 160 507 758 2345 2852 19:45 162 801 136 506 1307 08:00 203 563 20:00 165 123 08:15 171 613 20:15 154 103 08:30 202 558 20:30 115 103 08:45 226 802 516 2250 3052 20:45 139 573 79 408 981 09:00 202 404 21:00 125 90 09:15 209 403 21:15 131 68 09:30 196 334 21:30 99 59 09:45 196 803 349 1490 2293 21:45 70 425 59 276 701 10:00 193 270 22:00 76 50 10:15 203 288 22:15 87 46 10:30 193 283 22:30 84 32 10:45 222 811 292 1133 1944 22:45 54 301 36 164 465 11:00 259 251 23:00 72 34 11:15 231 224 23:15 58 26 11:30 298 269 23:30 40 26 11:45 329 1117 296 1040 2157 23:45 31 201 21 107 308 Total Vol.4664 10553 15217 13587 9351 22938 GPS Coordinates:NB SB EB WB Combined 18251 19904 38155 Split %30.6%69.4%39.9%59.2% 40.8%60.1% Peak Hour 11:30 07:30 07:45 16:45 12:15 16:45 Volume 1265 2566 3228 2446 1557 3520 P.H.F.0.92 0.85 0.88 0.96 0.91 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 PM Project#Tuesday, July 22, 2014 AM Daily Totals 14-1221-007 DAY 1 Volumes for: City:Carlsbad Location :El Camino Real btwn. Jackspar Dr./Rancho Carlsbad Dr. & College Blvd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 56 13 12:00 292 282 00:15 14 8 12:15 308 325 00:30 17 8 12:30 279 320 00:45 13 100 11 40 140 12:45 276 1155 372 1299 2454 01:00 15 11 13:00 273 337 01:15 14 3 13:15 305 319 01:30 11 8 13:30 264 305 01:45 14 54 10 32 86 13:45 280 1122 344 1305 2427 02:00 10 7 14:00 300 276 02:15 2 3 14:15 267 305 02:30 4 9 14:30 376 273 02:45 10 26 9 28 54 14:45 401 1344 297 1151 2495 03:00 8 7 15:00 380 259 03:15 4 6 15:15 356 253 03:30 5 27 15:30 511 299 03:45 6232969 92 15:45 486 1733 270 1081 2814 04:00 6 26 16:00 472 304 04:15 8 48 16:15 533 298 04:30 8 80 16:30 571 265 04:45 7 29 136 290 319 16:45 606 2182 288 1155 3337 05:00 18 73 17:00 584 263 05:15 20 84 17:15 569 305 05:30 17 184 17:30 631 256 05:45 29 84 300 641 725 17:45 473 2257 246 1070 3327 06:00 56 200 18:00 429 222 06:15 58 240 18:15 428 228 06:30 71 335 18:30 349 174 06:45 111 296 485 1260 1556 18:45 287 1493 154 778 2271 07:00 119 382 19:00 255 151 07:15 130 547 19:15 225 124 07:30 109 570 19:30 187 115 07:45 171 529 769 2268 2797 19:45 191 858 113 503 1361 08:00 159 593 20:00 187 139 08:15 161 586 20:15 136 110 08:30 188 529 20:30 129 99 08:45 214 722 507 2215 2937 20:45 139 591 99 447 1038 09:00 199 382 21:00 165 79 09:15 194 380 21:15 102 86 09:30 213 324 21:30 104 51 09:45 194 800 325 1411 2211 21:45 90 461 54 270 731 10:00 200 297 22:00 103 33 10:15 226 284 22:15 95 50 10:30 230 295 22:30 76 37 10:45 210 866 303 1179 2045 22:45 56 330 32 152 482 11:00 234 269 23:00 83 34 11:15 271 275 23:15 50 20 11:30 294 241 23:30 40 15 11:45 315 1114 336 1121 2235 23:45 36 209 22 91 300 Total Vol.4643 10554 15197 13735 9302 23037 GPS Coordinates:NB SB EB WB Combined 18378 19856 38234 Split %30.6%69.4%39.7%59.6% 40.4%60.3% Peak Hour 11:30 07:30 07:45 16:45 12:15 16:45 Volume 1209 2518 3156 2390 1354 3502 P.H.F.0.96 0.82 0.84 0.95 0.91 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project#Wednesday, July 23, 2014 14-1221-007 Daily Totals Volumes for:&City:Carlsbad Location :El Camino Real btwn. Jackspar Dr./Rancho Carlsbad Dr. & College Blvd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 54 16 0 0 12:00 318 313 0 0 00:15 22 12 0 0 12:15 302 352 0 0 00:30 20 12 0 0 12:30 275 352 0 0 00:45 12 108 10 49 0 0 0 0 157 12:45 287 1181 400 1416 0000 2596 01:00 18 8 0 0 13:00 268 353 0 0 01:15 12 6 0 0 13:15 280 346 0 0 01:30 7 5 0 0 13:30 270 324 0 0 01:45 13 50 9 27 0 0 0 0 77 13:45 288 1106 309 1331 0000 2437 02:00 9 5 0 0 14:00 294 264 0 0 02:15 4 3 0 0 14:15 287 287 0 0 02:30 4 8 0 0 14:30 388 232 0 0 02:45 10 27 9 24 0 0 0 0 51 14:45 381 1349 280 1062 0000 2411 03:00 7 9 0 0 15:00 370 246 0 0 03:15 5 9 0 0 15:15 371 257 0 0 03:30 5 25 0 0 15:30 479 292 0 0 03:45 5212971 0 000 92 15:45 473 1692 280 1074 0000 2766 04:00 9 27 0 0 16:00 482 307 0 0 04:15 9 41 0 0 16:15 533 292 0 0 04:30 7 89 0 0 16:30 573 275 0 0 04:45 9 33 129 286 0 0 0 0 318 16:45 596 2182 279 1153 0000 3335 05:00 17 74 0 0 17:00 598 269 0 0 05:15 21 90 0 0 17:15 592 287 0 0 05:30 19 188 0 0 17:30 633 259 0 0 05:45 33 89 296 648 0 0 0 0 736 17:45 488 2311 250 1064 0000 3375 06:00 50 174 0 0 18:00 421 209 0 0 06:15 62 236 0 0 18:15 426 227 0 0 06:30 76 329 0 0 18:30 329 171 0 0 06:45 105 293 485 1224 0 0 0 0 1516 18:45 292 1467 160 766 0000 2233 07:00 110 391 0 0 19:00 247 143 0 0 07:15 127 551 0 0 19:15 214 121 0 0 07:30 116 601 0 0 19:30 193 117 0 0 07:45 166 518 764 2307 0 0 0 0 2825 19:45 1778301255050000 1334 08:00 181 578 0 0 20:00 176 131 0 0 08:15 166 600 0 0 20:15 145 107 0 0 08:30 195 544 0 0 20:30 122 101 0 0 08:45 220 762 512 2233 0 0 0 0 2995 20:45 139582894280000 1010 09:00 201 393 0 0 21:00 145 85 0 0 09:15 202 392 0 0 21:15 117 77 0 0 09:30 205 329 0 0 21:30 102 55 0 0 09:45 195 802 337 1451 0 0 0 0 2252 21:45 80443572730000 716 10:00 197 284 0 0 22:00 90 42 0 0 10:15 215 286 0 0 22:15 91 48 0 0 10:30 212 289 0 0 22:30 80 35 0 0 10:45 216 839 298 1156 0 0 0 0 1995 22:45 55316341580000 474 11:00 247 260 0 0 23:00 78 34 0 0 11:15 251 250 0 0 23:15 54 23 0 0 11:30 296 255 0 0 23:30 40 21 0 0 11:45 322 1116 316 1081 0 0 0 0 2196 23:45 3420522990000 304 Total Vol.4654 10554 15207 13661 9327 22988 GPS Coordinates:NB SB Combined 18315 19880 38195 Split %30.6%69.4%39.8%59.4% 40.6%60.2% Peak Hour 11:30 07:30 07:45 16:45 12:15 16:45 Volume 1237 2542 3192 2418 1456 3511 P.H.F.0.96 0.83 0.86 0.95 0.91 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-007Project#Tuesday, July 22, 2014 Wednesday, July 23, 2014 AM PM Daily Totals 2-DAY AVERAGE 0 El Camino Real Between Jackspar Drive and College BoulevardTuesday, July 22, 2014End Time 22-Jul1:00 AM 1732:00 AM 673:00 AM 474:00 AM 925:00 AM 3176:00 AM 7477:00 AM 1,4768:00 AM 2,8529:00 AM 3,05210:00 AM 2,29311:00 AM 1,94412:00 PM 2,1571:00 PM 2,7382:00 PM 2,4463:00 PM 2,3264:00 PM 2,7175:00 PM 3,3336:00 PM 3,4227:00 PM 2,1948:00 PM 1,3079:00 PM 98110:00 PM 70111:00 PM 46512:00 AM 308Total 3815505001,0001,5002,0002,5003,0003,5004,000Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Jackspar Drive and College BoulevardWednesday, July 23, 2014End Time 23-Jul1:00 AM 1402:00 AM 863:00 AM 544:00 AM 925:00 AM 3196:00 AM 7257:00 AM 1,5568:00 AM 2,7979:00 AM 2,93710:00 AM 2,21111:00 AM 2,04512:00 PM 2,2351:00 PM 2,4542:00 PM 2,4273:00 PM 2,4954:00 PM 2,8145:00 PM 3,3376:00 PM 3,3277:00 PM 2,2718:00 PM 1,3619:00 PM 1,03810:00 PM 73111:00 PM 48212:00 AM 300Total 3823405001,0001,5002,0002,5003,0003,5004,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 33 25 12:00 283 410 00:15 16 15 12:15 247 400 00:30 17 7 12:30 314 354 00:45 16 82 9 56 138 12:45 305 1149 357 1521 2670 01:00 17 7 13:00 285 421 01:15 10 11 13:15 305 382 01:30 3 4 13:30 279 373 01:45 10 40 9 31 71 13:45 275 1144 298 1474 2618 02:00 2 5 14:00 250 256 02:15 2 2 14:15 273 234 02:30 3 6 14:30 281 331 02:45 16 23 7 20 43 14:45 288 1092 299 1120 2212 03:00 6 6 15:00 268 300 03:15 7 7 15:15 320 373 03:30 11 17 15:30 293 376 03:45 19 43 19 49 92 15:45 325 1206 323 1372 2578 04:00 31 18 16:00 325 403 04:15 12 17 16:15 339 423 04:30 30 41 16:30 382 424 04:45 62 135 58 134 269 16:45 348 1394 397 1647 3041 05:00 42 34 17:00 430 438 05:15 51 53 17:15 358 453 05:30 59 72 17:30 375 371 05:45 132 284 94 253 537 17:45 267 1430 315 1577 3007 06:00 113 61 18:00 272 238 06:15 104 75 18:15 256 244 06:30 170 104 18:30 224 194 06:45 229 616 249 489 1105 18:45 201 953 163 839 1792 07:00 220 211 19:00 131 121 07:15 272 269 19:15 101 104 07:30 329 349 19:30 100 88 07:45 376 1197 396 1225 2422 19:45 77 409 90 403 812 08:00 384 385 20:00 91 86 08:15 348 357 20:15 78 66 08:30 355 372 20:30 46 42 08:45 340 1427 369 1483 2910 20:45 82 297 89 283 580 09:00 345 313 21:00 44 73 09:15 248 310 21:15 71 81 09:30 245 265 21:30 78 56 09:45 239 1077 297 1185 2262 21:45 67 260 54 264 524 10:00 219 236 22:00 74 56 10:15 235 259 22:15 68 49 10:30 210 275 22:30 63 38 10:45 261 925 283 1053 1978 22:45 42 247 38 181 428 11:00 209 251 23:00 47 32 11:15 259 290 23:15 42 32 11:30 298 375 23:30 27 27 11:45 303 1069 347 1263 2332 23:45 18 134 17 108 242 Total Vol.6918 7241 14159 9715 10789 20504 GPS Coordinates:NB SB EB WB Combined 16633 18030 34663 Split %48.9%51.1%40.8%47.4% 52.6%59.2% Peak Hour 07:45 11:30 07:45 16:30 16:30 16:30 Volume 1463 1532 2973 1518 1712 3230 P.H.F.0.95 0.93 0.96 0.88 0.94 0.93 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 22, 2014 AM Daily Totals 14-1221-008 DAY 1 Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 18 12:00 281 364 00:15 6 7 12:15 263 351 00:30 12 7 12:30 304 256 00:45 11 63 10 42 105 12:45 311 1159 399 1370 2529 01:00 14 13 13:00 310 275 01:15 15 5 13:15 322 307 01:30 7 4 13:30 288 303 01:45 10 46 10 32 78 13:45 279 1199 313 1198 2397 02:00 5 8 14:00 274 261 02:15 0 2 14:15 244 258 02:30 16 9 14:30 299 330 02:45 9 30 7 26 56 14:45 321 1138 309 1158 2296 03:00 8 3 15:00 297 306 03:15 15 5 15:15 288 326 03:30 22 22 15:30 325 376 03:45 19 64 21 51 115 15:45 343 1253 339 1347 2600 04:00 13 25 16:00 312 462 04:15 14 33 16:15 339 361 04:30 32 32 16:30 379 452 04:45 66 125 44 134 259 16:45 337 1367 417 1692 3059 05:00 41 39 17:00 393 468 05:15 51 45 17:15 361 458 05:30 64 83 17:30 329 454 05:45 137 293 99 266 559 17:45 289 1372 314 1694 3066 06:00 115 74 18:00 319 323 06:15 128 73 18:15 239 266 06:30 139 124 18:30 236 187 06:45 217 599 255 526 1125 18:45 218 1012 160 936 1948 07:00 225 173 19:00 162 146 07:15 287 268 19:15 142 89 07:30 293 337 19:30 131 62 07:45 399 1204 460 1238 2442 19:45 116 551 66 363 914 08:00 386 392 20:00 110 71 08:15 356 392 20:15 84 70 08:30 337 351 20:30 81 94 08:45 354 1433 342 1477 2910 20:45 88 363 100 335 698 09:00 326 283 21:00 87 71 09:15 269 333 21:15 75 85 09:30 274 287 21:30 67 54 09:45 253 1122 283 1186 2308 21:45 58 287 53 263 550 10:00 223 224 22:00 68 28 10:15 264 271 22:15 67 52 10:30 250 241 22:30 60 41 10:45 248 985 319 1055 2040 22:45 46 241 24 145 386 11:00 253 238 23:00 59 31 11:15 244 345 23:15 40 24 11:30 291 297 23:30 24 11 11:45 304 1092 425 1305 2397 23:45 26 149 19 85 234 Total Vol.7056 7338 14394 10091 10586 20677 GPS Coordinates:NB SB EB WB Combined 17147 17924 35071 Split %49.0%51.0%41.0%48.8% 51.2%59.0% Peak Hour 07:45 07:45 07:45 16:30 16:45 16:30 Volume 1478 1595 3073 1470 1797 3265 P.H.F.0.93 0.87 0.89 0.94 0.96 0.95 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 23, 2014 14-1221-008 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 22 0 0 12:00 282 387 0 0 00:15 11 11 0 0 12:15 255 376 0 0 00:30 15 7 0 0 12:30 309 305 0 0 00:45 14 73 10 49 0 0 0 0 122 12:45 308 1154 378 1446 0000 2600 01:00 16 10 0 0 13:00 298 348 0 0 01:15 13 8 0 0 13:15 314 345 0 0 01:30 5 4 0 0 13:30 284 338 0 0 01:45 10 43 10 32 0 0 0 0 75 13:45 277 1172 306 1336 0000 2508 02:00 4 7 0 0 14:00 262 259 0 0 02:15 1 2 0 0 14:15 259 246 0 0 02:30 10 8 0 0 14:30 290 331 0 0 02:45 13 27 7 23 0 0 0 0 50 14:45 305 1115 304 1139 0000 2254 03:00 7 5 0 0 15:00 283 303 0 0 03:15 11 6 0 0 15:15 304 350 0 0 03:30 17 20 0 0 15:30 309 376 0 0 03:45 19 54 20 50 0 0 0 0 104 15:45 334 1230 331 1360 0000 2589 04:00 22 22 0 0 16:00 319 433 0 0 04:15 13 25 0 0 16:15 339 392 0 0 04:30 31 37 0 0 16:30 381 438 0 0 04:45 64 130 51 134 0 0 0 0 264 16:45 343 1381 407 1670 0000 3050 05:00 42 37 0 0 17:00 412 453 0 0 05:15 51 49 0 0 17:15 360 456 0 0 05:30 62 78 0 0 17:30 352 413 0 0 05:45 135 289 97 260 0 0 0 0 548 17:45 278 1401 315 1636 0000 3037 06:00 114 68 0 0 18:00 296 281 0 0 06:15 116 74 0 0 18:15 248 255 0 0 06:30 155 114 0 0 18:30 230 191 0 0 06:45 223 608 252 508 0 0 0 0 1115 18:45 2109831628880000 1870 07:00 223 192 0 0 19:00 147 134 0 0 07:15 280 269 0 0 19:15 122 97 0 0 07:30 311 343 0 0 19:30 116 75 0 0 07:45 388 1201 428 1232 0 0 0 0 2432 19:45 97480783830000 863 08:00 385 389 0 0 20:00 101 79 0 0 08:15 352 375 0 0 20:15 81 68 0 0 08:30 346 362 0 0 20:30 64 68 0 0 08:45 347 1430 356 1480 0 0 0 0 2910 20:45 85330953090000 639 09:00 336 298 0 0 21:00 66 72 0 0 09:15 259 322 0 0 21:15 73 83 0 0 09:30 260 276 0 0 21:30 73 55 0 0 09:45 246 1100 290 1186 0 0 0 0 2285 21:45 63274542640000 537 10:00 221 230 0 0 22:00 71 42 0 0 10:15 250 265 0 0 22:15 68 51 0 0 10:30 230 258 0 0 22:30 62 40 0 0 10:45 255 955 301 1054 0 0 0 0 2009 22:45 44244311630000 407 11:00 231 245 0 0 23:00 53 32 0 0 11:15 252 318 0 0 23:15 41 28 0 0 11:30 295 336 0 0 23:30 26 19 0 0 11:45 304 1081 386 1284 0 0 0 0 2365 23:45 2214218970000 238 Total Vol.6987 7290 14277 9903 10688 20591 GPS Coordinates:NB SB Combined 16890 17977 34867 Split %48.9%51.1%40.9%48.1% 51.9%59.1% Peak Hour 07:45 07:45 07:45 16:30 16:30 16:30 Volume 1471 1553 3023 1494 1754 3248 P.H.F.0.95 0.91 0.93 0.91 0.96 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-008Project# El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Tuesday, July 22, 2014 Wednesday, July 23, 2014 AM PM Daily Totals 2-DAY AVERAGE 0 El Camino RealBetween Faraday Avenue and Palomar Airport RoadTuesday, July 22, 2014End Time 22-Jul1:00 AM 1382:00 AM 713:00 AM 434:00 AM 925:00 AM 2696:00 AM 5377:00 AM 1,1058:00 AM 2,4229:00 AM 2,91010:00 AM 2,26211:00 AM 1,97812:00 PM 2,3321:00 PM 2,6702:00 PM 2,6183:00 PM 2,2124:00 PM 2,5785:00 PM 3,0416:00 PM 3,0077:00 PM 1,7928:00 PM 8129:00 PM 58010:00 PM 52411:00 PM 42812:00 AM 242Total 3466305001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Faraday Avenue and Palomar Airport RoadWednesday, July 23, 2014End Time 23-Jul1:00 AM 1052:00 AM 783:00 AM 564:00 AM 1155:00 AM 2596:00 AM 5597:00 AM 1,1258:00 AM 2,4429:00 AM 2,91010:00 AM 2,30811:00 AM 2,04012:00 PM 2,3971:00 PM 2,5292:00 PM 2,3973:00 PM 2,2964:00 PM 2,6005:00 PM 3,0596:00 PM 3,0667:00 PM 1,9488:00 PM 9149:00 PM 69810:00 PM 55011:00 PM 38612:00 AM 234Total 3507105001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 41 22 12:00 403 487 00:15 36 17 12:15 376 445 00:30 24 7 12:30 423 413 00:45 26 127 15 61 188 12:45 381 1583 425 1770 3353 01:00 20 13 13:00 442 465 01:15 18 9 13:15 413 442 01:30 11 9 13:30 393 402 01:45 9 58 7 38 96 13:45 368 1616 435 1744 3360 02:00 13 7 14:00 398 450 02:15 15 5 14:15 381 423 02:30 7 9 14:30 429 474 02:45 7421132 74 14:45 423 1631 432 1779 3410 03:00 8 10 15:00 430 430 03:15 9 11 15:15 410 471 03:30 19 16 15:30 476 518 03:45 16 52 24 61 113 15:45 429 1745 472 1891 3636 04:00 9 26 16:00 431 490 04:15 13 26 16:15 536 517 04:30 22 33 16:30 477 485 04:45 33 77 65 150 227 16:45 494 1938 564 2056 3994 05:00 32 75 17:00 523 554 05:15 43 64 17:15 554 625 05:30 66 109 17:30 495 607 05:45 89 230 152 400 630 17:45 488 2060 482 2268 4328 06:00 83 162 18:00 511 489 06:15 88 225 18:15 438 417 06:30 170 274 18:30 426 376 06:45 205 546 388 1049 1595 18:45 439 1814 327 1609 3423 07:00 242 372 19:00 388 271 07:15 288 407 19:15 394 257 07:30 335 507 19:30 355 256 07:45 425 1290 591 1877 3167 19:45 279 1416 205 989 2405 08:00 335 502 20:00 296 205 08:15 424 544 20:15 236 194 08:30 407 550 20:30 251 164 08:45 425 1591 468 2064 3655 20:45 265 1048 139 702 1750 09:00 373 450 21:00 223 127 09:15 328 475 21:15 180 132 09:30 341 430 21:30 176 113 09:45 328 1370 438 1793 3163 21:45 156 735 94 466 1201 10:00 323 384 22:00 149 69 10:15 332 393 22:15 137 62 10:30 360 415 22:30 127 65 10:45 351 1366 431 1623 2989 22:45 116 529 63 259 788 11:00 323 407 23:00 101 45 11:15 323 415 23:15 74 35 11:30 377 438 23:30 94 23 11:45 401 1424 432 1692 3116 23:45 58 327 24 127 454 Total Vol.8173 10840 19013 16442 15660 32102 GPS Coordinates:NB SB EB WB Combined 24615 26500 51115 Split %43.0%57.0%37.2%51.2% 48.8%62.8% Peak Hour 08:15 07:45 07:45 16:45 16:45 16:45 Volume 1629 2187 3778 2066 2350 4416 P.H.F.0.96 0.93 0.93 0.93 0.94 0.94 PM Project#Wednesday, July 30, 2014 AM Daily Totals 14-1221-009 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Arenal Rd. & Costa Del Mar Rd. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 36 24 12:00 397 464 00:15 35 10 12:15 391 453 00:30 33 16 12:30 412 460 00:45 24 128 16 66 194 12:45 397 1597 448 1825 3422 01:00 35 8 13:00 418 390 01:15 28 10 13:15 404 455 01:30 14 8 13:30 476 426 01:45 12 89 9 35 124 13:45 385 1683 420 1691 3374 02:00 19 6 14:00 393 412 02:15 8 6 14:15 355 357 02:30 5 6 14:30 406 455 02:45 10 42 11 29 71 14:45 417 1571 450 1674 3245 03:00 8 7 15:00 442 448 03:15 13 11 15:15 421 491 03:30 17 19 15:30 453 555 03:45 9 47 29 66 113 15:45 466 1782 546 2040 3822 04:00 10 20 16:00 486 541 04:15 8 18 16:15 506 596 04:30 18 46 16:30 500 517 04:45 27 63 61 145 208 16:45 539 2031 536 2190 4221 05:00 35 54 17:00 528 556 05:15 43 68 17:15 565 605 05:30 74 97 17:30 544 585 05:45 92 244 146 365 609 17:45 482 2119 511 2257 4376 06:00 72 142 18:00 592 475 06:15 105 220 18:15 498 402 06:30 148 278 18:30 447 363 06:45 218 543 322 962 1505 18:45 410 1947 351 1591 3538 07:00 228 364 19:00 405 327 07:15 282 398 19:15 401 281 07:30 320 491 19:30 339 239 07:45 411 1241 538 1791 3032 19:45 294 1439 240 1087 2526 08:00 339 504 20:00 286 210 08:15 381 546 20:15 268 192 08:30 371 505 20:30 284 172 08:45 437 1528 481 2036 3564 20:45 224 1062 143 717 1779 09:00 343 479 21:00 270 115 09:15 328 460 21:15 224 96 09:30 339 422 21:30 204 91 09:45 327 1337 428 1789 3126 21:45 150 848 101 403 1251 10:00 339 421 22:00 140 91 10:15 324 436 22:15 132 92 10:30 323 455 22:30 139 90 10:45 334 1320 418 1730 3050 22:45 84 495 62 335 830 11:00 366 438 23:00 98 48 11:15 357 399 23:15 67 43 11:30 344 458 23:30 71 34 11:45 382 1449 495 1790 3239 23:45 63 299 27 152 451 Total Vol.8031 10804 18835 16873 15962 32835 GPS Coordinates:NB SB EB WB Combined 24904 26766 51670 Split %42.6%57.4%36.5%51.4% 48.6%63.5% Peak Hour 11:45 07:45 07:45 17:15 16:45 16:45 Volume 1582 2093 3595 2183 2282 4458 P.H.F.0.96 0.96 0.95 0.92 0.94 0.95 0 AM PM Project# El Camino Real btwn. Arenal Rd. & Costa Del Mar Rd. Thursday, July 31, 2014 14-1221-009 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 39 23 0 0 12:00 400 476 0 0 00:15 36 14 0 0 12:15 384 449 0 0 00:30 29 12 0 0 12:30 418 437 0 0 00:45 25 128 16 64 0 0 0 0 191 12:45 389 1590 437 1798 0000 3388 01:00 28 11 0 0 13:00 430 428 0 0 01:15 23 10 0 0 13:15 409 449 0 0 01:30 13 9 0 0 13:30 435 414 0 0 01:45 11 74 8 37 0 0 0 0 110 13:45 377 1650 428 1718 0000 3367 02:00 16 7 0 0 14:00 396 431 0 0 02:15 12 6 0 0 14:15 368 390 0 0 02:30 6 8 0 0 14:30 418 465 0 0 02:45 9421131 0 000 73 14:45 420 1601 441 1727 0000 3328 03:00 8 9 0 0 15:00 436 439 0 0 03:15 11 11 0 0 15:15 416 481 0 0 03:30 18 18 0 0 15:30 465 537 0 0 03:45 13 50 27 64 0 0 0 0 113 15:45 448 1764 509 1966 0000 3729 04:00 10 23 0 0 16:00 459 516 0 0 04:15 11 22 0 0 16:15 521 557 0 0 04:30 20 40 0 0 16:30 489 501 0 0 04:45 30 70 63 148 0 0 0 0 218 16:45 517 1985 550 2123 0000 4108 05:00 34 65 0 0 17:00 526 555 0 0 05:15 43 66 0 0 17:15 560 615 0 0 05:30 70 103 0 0 17:30 520 596 0 0 05:45 91 237 149 383 0 0 0 0 620 17:45 485 2090 497 2263 0000 4352 06:00 78 152 0 0 18:00 552 482 0 0 06:15 97 223 0 0 18:15 468 410 0 0 06:30 159 276 0 0 18:30 437 370 0 0 06:45 212 545 355 1006 0 0 0 0 1550 18:45 425 1881 339 1600 0000 3481 07:00 235 368 0 0 19:00 397 299 0 0 07:15 285 403 0 0 19:15 398 269 0 0 07:30 328 499 0 0 19:30 347 248 0 0 07:45 418 1266 565 1834 0 0 0 0 3100 19:45 287 1428 223 1038 0000 2466 08:00 337 503 0 0 20:00 291 208 0 0 08:15 403 545 0 0 20:15 252 193 0 0 08:30 389 528 0 0 20:30 268 168 0 0 08:45 431 1560 475 2050 0 0 0 0 3610 20:45 245 1055 141 710 0000 1765 09:00 358 465 0 0 21:00 247 121 0 0 09:15 328 468 0 0 21:15 202 114 0 0 09:30 340 426 0 0 21:30 190 102 0 0 09:45 328 1354 433 1791 0 0 0 0 3145 21:45 153792984350000 1226 10:00 331 403 0 0 22:00 145 80 0 0 10:15 328 415 0 0 22:15 135 77 0 0 10:30 342 435 0 0 22:30 133 78 0 0 10:45 343 1343 425 1677 0 0 0 0 3020 22:45 100512632970000 809 11:00 345 423 0 0 23:00 100 47 0 0 11:15 340 407 0 0 23:15 71 39 0 0 11:30 361 448 0 0 23:30 83 29 0 0 11:45 392 1437 464 1741 0 0 0 0 3178 23:45 61313261400000 453 Total Vol.8102 10822 18924 16658 15811 32469 GPS Coordinates:NB SB Combined 24760 26633 51393 Split %42.8%57.2%36.8%51.3% 48.7%63.2% Peak Hour 11:45 07:45 07:45 16:45 16:45 16:45 Volume 1593 2140 3687 2121 2316 4437 P.H.F.0.95 0.95 0.94 0.95 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 14-1221-009Project# El Camino Real btwn. Arenal Rd. & Costa Del Mar Rd. Wednesday, July 30, 2014 Thursday, July 31, 2014 El Camino RealBetween Arenal Road and Costa Del Mar RoadWednesday, July 30, 2014End Time 30-Jul1:00 AM 1882:00 AM 963:00 AM 744:00 AM 1135:00 AM 2276:00 AM 6307:00 AM 1,5958:00 AM 3,1679:00 AM 3,65510:00 AM 3,16311:00 AM 2,98912:00 PM 3,1161:00 PM 3,3532:00 PM 3,3603:00 PM 3,4104:00 PM 3,6365:00 PM 3,9946:00 PM 4,3287:00 PM 3,4238:00 PM 2,4059:00 PM 1,75010:00 PM 1,20111:00 PM 78812:00 AM 454Total 5111505001,0001,5002,0002,5003,0003,5004,0004,5005,000Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Arenal Road and Costa Del Mar RoadThursday, July 31, 2014End Time 31-Jul1:00 AM 1942:00 AM 1243:00 AM 714:00 AM 1135:00 AM 2086:00 AM 6097:00 AM 1,5058:00 AM 3,0329:00 AM 3,56410:00 AM 3,12611:00 AM 3,05012:00 PM 3,2391:00 PM 3,4222:00 PM 3,3743:00 PM 3,2454:00 PM 3,8225:00 PM 4,2216:00 PM 4,3767:00 PM 3,5388:00 PM 2,5269:00 PM 1,77910:00 PM 1,25111:00 PM 83012:00 AM 451Total 5167005001,0001,5002,0002,5003,0003,5004,0004,5005,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 10 12:00 334 366 00:15 9 7 12:15 285 336 00:30 17 7 12:30 333 328 00:45 11 51 7 31 82 12:45 280 1232 312 1342 2574 01:00 7 8 13:00 348 358 01:15 9 7 13:15 324 297 01:30 6 3 13:30 325 313 01:45 8 30 7 25 55 13:45 300 1297 326 1294 2591 02:00 6 5 14:00 338 336 02:15 6 2 14:15 273 338 02:30 5 5 14:30 340 359 02:45 1 18 3 15 33 14:45 324 1275 336 1369 2644 03:00 6 2 15:00 346 341 03:15 6 7 15:15 314 327 03:30 3 7 15:30 351 346 03:45 4 19 8 24 43 15:45 359 1370 353 1367 2737 04:00 6 3 16:00 343 332 04:15 6 9 16:15 377 391 04:30 8 10 16:30 354 311 04:45 11 31 37 59 90 16:45 364 1438 376 1410 2848 05:00 20 22 17:00 389 368 05:15 23 22 17:15 408 424 05:30 29 43 17:30 358 368 05:45 43 115 62 149 264 17:45 340 1495 390 1550 3045 06:00 45 68 18:00 353 283 06:15 48 99 18:15 304 267 06:30 71 120 18:30 299 255 06:45 98 262 238 525 787 18:45 269 1225 252 1057 2282 07:00 128 192 19:00 255 243 07:15 129 270 19:15 250 190 07:30 182 320 19:30 205 181 07:45 231 670 419 1201 1871 19:45 198 908 165 779 1687 08:00 213 401 20:00 204 155 08:15 249 444 20:15 194 147 08:30 242 415 20:30 155 132 08:45 262 966 446 1706 2672 20:45 181 734 105 539 1273 09:00 233 319 21:00 172 83 09:15 242 362 21:15 126 87 09:30 233 313 21:30 99 66 09:45 256 964 333 1327 2291 21:45 92 489 75 311 800 10:00 223 292 22:00 90 54 10:15 241 297 22:15 84 42 10:30 250 315 22:30 51 40 10:45 286 1000 321 1225 2225 22:45 44 269 38 174 443 11:00 262 296 23:00 39 21 11:15 271 335 23:15 38 21 11:30 336 341 23:30 45 23 11:45 337 1206 328 1300 2506 23:45 22 144 18 83 227 Total Vol.5332 7587 12919 11876 11275 23151 GPS Coordinates:NB SB EB WB Combined 17208 18862 36070 Split %41.3%58.7%35.8%51.3% 48.7%64.2% Peak Hour 11:30 08:00 08:00 16:45 17:00 16:45 Volume 1292 1706 2672 1519 1550 3055 P.H.F.0.96 0.96 0.94 0.93 0.91 0.92 PM Project#Wednesday, July 30, 2014 AM Daily Totals 14-1221-010 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Levante St. & Calle Barcelona Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 17 11 12:00 328 401 00:15 13 13 12:15 301 378 00:30 14 10 12:30 324 378 00:45 14 58 11 45 103 12:45 319 1272 325 1482 2754 01:00 11 6 13:00 337 354 01:15 16 5 13:15 329 346 01:30 3 4 13:30 325 299 01:45 4 34 4 19 53 13:45 318 1309 352 1351 2660 02:00 9 1 14:00 332 325 02:15 3 6 14:15 261 322 02:30 3 7 14:30 325 286 02:45 2 17 4 18 35 14:45 353 1271 378 1311 2582 03:00 1 3 15:00 315 321 03:15 3 6 15:15 362 364 03:30 7 13 15:30 343 405 03:45 8191234 53 15:45 365 1385 414 1504 2889 04:00 5 4 16:00 397 357 04:15 10 11 16:15 408 410 04:30 7 17 16:30 356 352 04:45 12 34 24 56 90 16:45 443 1604 432 1551 3155 05:00 18 14 17:00 382 357 05:15 17 34 17:15 425 415 05:30 39 30 17:30 414 379 05:45 41 115 69 147 262 17:45 372 1593 402 1553 3146 06:00 37 57 18:00 437 283 06:15 66 97 18:15 303 293 06:30 62 149 18:30 305 240 06:45 108 273 217 520 793 18:45 257 1302 226 1042 2344 07:00 113 185 19:00 302 230 07:15 133 259 19:15 242 190 07:30 212 328 19:30 216 221 07:45 206 664 351 1123 1787 19:45 220 980 185 826 1806 08:00 202 361 20:00 178 168 08:15 237 407 20:15 201 142 08:30 254 413 20:30 156 144 08:45 266 959 396 1577 2536 20:45 147 682 109 563 1245 09:00 212 344 21:00 175 90 09:15 222 338 21:15 138 72 09:30 232 330 21:30 120 68 09:45 246 912 345 1357 2269 21:45 78 511 77 307 818 10:00 226 288 22:00 76 57 10:15 257 333 22:15 68 65 10:30 228 344 22:30 61 42 10:45 257 968 309 1274 2242 22:45 47 252 34 198 450 11:00 275 347 23:00 59 34 11:15 314 320 23:15 33 22 11:30 294 325 23:30 35 23 11:45 318 1201 397 1389 2590 23:45 32 159 20 99 258 Total Vol.5254 7559 12813 12320 11787 24107 GPS Coordinates:NB SB EB WB Combined 17574 19346 36920 Split %41.0%59.0%34.7%51.1% 48.9%65.3% Peak Hour 11:45 08:00 11:45 16:45 15:30 16:45 Volume 1271 1577 2825 1664 1586 3247 P.H.F.0.97 0.95 0.97 0.94 0.96 0.93 0 AM PM Project# El Camino Real btwn. Levante St. & Calle Barcelona Thursday, July 31, 2014 14-1221-010 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 16 11 0 0 12:00 331 384 0 0 00:15 11 10 0 0 12:15 293 357 0 0 00:30 16 9 0 0 12:30 329 353 0 0 00:45 13 55 9 38 0 0 0 0 93 12:45 300 1252 319 1412 0000 2664 01:00 9 7 0 0 13:00 343 356 0 0 01:15 13 6 0 0 13:15 327 322 0 0 01:30 5 4 0 0 13:30 325 306 0 0 01:45 6 32 6 22 0 0 0 0 54 13:45 309 1303 339 1323 0000 2626 02:00 8 3 0 0 14:00 335 331 0 0 02:15 5 4 0 0 14:15 267 330 0 0 02:30 4 6 0 0 14:30 333 323 0 0 02:45 2 18 4 17 0 0 0 0 34 14:45 339 1273 357 1340 0000 2613 03:00 4 3 0 0 15:00 331 331 0 0 03:15 5 7 0 0 15:15 338 346 0 0 03:30 5 10 0 0 15:30 347 376 0 0 03:45 6191029 0 000 48 15:45 362 1378 384 1436 0000 2813 04:00 6 4 0 0 16:00 370 345 0 0 04:15 8 10 0 0 16:15 393 401 0 0 04:30 8 14 0 0 16:30 355 332 0 0 04:45 12 33 31 58 0 0 0 0 90 16:45 404 1521 404 1481 0000 3002 05:00 19 18 0 0 17:00 386 363 0 0 05:15 20 28 0 0 17:15 417 420 0 0 05:30 34 37 0 0 17:30 386 374 0 0 05:45 42 115 66 148 0 0 0 0 263 17:45 356 1544 396 1552 0000 3096 06:00 41 63 0 0 18:00 395 283 0 0 06:15 57 98 0 0 18:15 304 280 0 0 06:30 67 135 0 0 18:30 302 248 0 0 06:45 103 268 228 523 0 0 0 0 790 18:45 263 1264 239 1050 0000 2313 07:00 121 189 0 0 19:00 279 237 0 0 07:15 131 265 0 0 19:15 246 190 0 0 07:30 197 324 0 0 19:30 211 201 0 0 07:45 219 667 385 1162 0 0 0 0 1829 19:45 2099441758030000 1747 08:00 208 381 0 0 20:00 191 162 0 0 08:15 243 426 0 0 20:15 198 145 0 0 08:30 248 414 0 0 20:30 156 138 0 0 08:45 264 963 421 1642 0 0 0 0 2604 20:45 1647081075510000 1259 09:00 223 332 0 0 21:00 174 87 0 0 09:15 232 350 0 0 21:15 132 80 0 0 09:30 233 322 0 0 21:30 110 67 0 0 09:45 251 938 339 1342 0 0 0 0 2280 21:45 85500763090000 809 10:00 225 290 0 0 22:00 83 56 0 0 10:15 249 315 0 0 22:15 76 54 0 0 10:30 239 330 0 0 22:30 56 41 0 0 10:45 272 984 315 1250 0 0 0 0 2234 22:45 46261361860000 447 11:00 269 322 0 0 23:00 49 28 0 0 11:15 293 328 0 0 23:15 36 22 0 0 11:30 315 333 0 0 23:30 40 23 0 0 11:45 328 1204 363 1345 0 0 0 0 2548 23:45 2715219910000 243 Total Vol.5293 7573 12866 12098 11531 23629 GPS Coordinates:NB SB Combined 17391 19104 36495 Split %41.1%58.9%35.3%51.2% 48.8%64.7% Peak Hour 11:45 08:00 11:45 16:45 16:45 16:45 Volume 1280 1642 2736 1592 1560 3151 P.H.F.0.97 0.96 0.96 0.96 0.93 0.94 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-010Project# El Camino Real btwn. Levante St. & Calle Barcelona Wednesday, July 30, 2014 Thursday, July 31, 2014 El Camino RealBetween Levante Street and Calle BarcelonaWednesday, July 30, 2014End Time 30-Jul1:00 AM 822:00 AM 553:00 AM 334:00 AM 435:00 AM 906:00 AM 2647:00 AM 7878:00 AM 1,8719:00 AM 2,67210:00 AM 2,29111:00 AM 2,22512:00 PM 2,5061:00 PM 2,5742:00 PM 2,5913:00 PM 2,6444:00 PM 2,7375:00 PM 2,8486:00 PM 3,0457:00 PM 2,2828:00 PM 1,6879:00 PM 1,27310:00 PM 80011:00 PM 44312:00 AM 227Total 3607005001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Levante Street and Calle BarcelonaThursday, July 31, 2014End Time 31-Jul1:00 AM 1032:00 AM 533:00 AM 354:00 AM 535:00 AM 906:00 AM 2627:00 AM 7938:00 AM 1,7879:00 AM 2,53610:00 AM 2,26911:00 AM 2,24212:00 PM 2,5901:00 PM 2,7542:00 PM 2,6603:00 PM 2,5824:00 PM 2,8895:00 PM 3,1556:00 PM 3,1467:00 PM 2,3448:00 PM 1,8069:00 PM 1,24510:00 PM 81811:00 PM 45012:00 AM 258Total 3692005001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 16 12:00 208 200 00:15 13 11 12:15 211 196 00:30 15 10 12:30 214 214 00:45 14 61 14 51 112 12:45 233 866 222 832 1698 01:00 18 8 13:00 230 201 01:15 11 5 13:15 214 185 01:30 10 7 13:30 252 196 01:45 8471131 78 13:45 185 881 166 748 1629 02:00 5 7 14:00 163 214 02:15 9 4 14:15 214 222 02:30 6 8 14:30 222 201 02:45 3 23 5 24 47 14:45 252 851 196 833 1684 03:00 2 9 15:00 244 214 03:15 5 6 15:15 245 233 03:30 4 5 15:30 285 258 03:45 7181636 54 15:45 300 1074 244 949 2023 04:00 16 20 16:00 302 241 04:15 19 24 16:15 341 236 04:30 20 47 16:30 325 233 04:45 24 79 52 143 222 16:45 285 1253 258 968 2221 05:00 19 75 17:00 333 300 05:15 44 85 17:15 305 325 05:30 45 133 17:30 325 285 05:45 58 166 154 447 613 17:45 285 1248 244 1154 2402 06:00 74 185 18:00 244 214 06:15 85 214 18:15 241 185 06:30 96 255 18:30 239 166 06:45 133 388 296 950 1338 18:45 214 938 139 704 1642 07:00 128 325 19:00 185 133 07:15 163 344 19:15 166 111 07:30 205 341 19:30 154 104 07:45 241 737 355 1365 2102 19:45 141 646 85 433 1079 08:00 252 363 20:00 128 60 08:15 214 325 20:15 120 65 08:30 185 322 20:30 104 54 08:45 199 850 285 1295 2145 20:45 85 437 41 220 657 09:00 165 244 21:00 96 42 09:15 154 241 21:15 103 29 09:30 174 233 21:30 85 33 09:45 145 638 230 948 1586 21:45 87 371 30 134 505 10:00 139 214 22:00 74 32 10:15 133 252 22:15 55 28 10:30 154 208 22:30 50 24 10:45 158 584 214 888 1472 22:45 54 233 21 105 338 11:00 152 185 23:00 41 14 11:15 177 214 23:15 42 19 11:30 178 233 23:30 28 13 11:45 185 692 208 840 1532 23:45 24 135 19 65 200 Total Vol.4283 7018 11301 8933 7145 16078 GPS Coordinates:NB SB EB WB Combined 13216 14163 27379 Split %37.9%62.1%41.3%55.6% 44.4%58.7% Peak Hour 07:30 07:15 07:30 16:15 16:45 16:45 Volume 912 1403 2296 1284 1168 2416 P.H.F.0.90 0.97 0.93 0.94 0.90 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. PM Project#Wednesday, July 23, 2014 AM Daily Totals 14-1221-011 DAY 1 Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 16 12:00 208 174 00:15 17 13 12:15 214 185 00:30 18 10 12:30 233 166 00:45 20 74 14 53 127 12:45 230 885 214 739 1624 01:00 21 8 13:00 214 222 01:15 14 5 13:15 222 252 01:30 16 7 13:30 208 263 01:45 8 59 7 27 86 13:45 241 885 239 976 1861 02:00 5 7 14:00 241 233 02:15 9 4 14:15 236 230 02:30 6 7 14:30 258 214 02:45 3 23 4 22 45 14:45 244 979 214 891 1870 03:00 2 5 15:00 245 252 03:15 5 2 15:15 258 244 03:30 2 6 15:30 296 210 03:45 4132942 55 15:45 311 1110 250 956 2066 04:00 7 20 16:00 325 261 04:15 4 24 16:15 285 276 04:30 19 21 16:30 311 287 04:45 20 50 41 106 156 16:45 341 1262 306 1130 2392 05:00 24 45 17:00 377 320 05:15 41 85 17:15 325 250 05:30 45 136 17:30 285 261 05:45 50 160 188 454 614 17:45 266 1253 279 1110 2363 06:00 85 196 18:00 254 250 06:15 96 199 18:15 241 220 06:30 99 189 18:30 214 179 06:45 128 408 297 881 1289 18:45 185 894 185 834 1728 07:00 154 316 19:00 166 166 07:15 185 319 19:15 139 133 07:30 214 387 19:30 133 130 07:45 255 808 403 1425 2233 19:45 120 558 125 554 1112 08:00 263 371 20:00 125 124 08:15 239 330 20:15 124 104 08:30 214 276 20:30 141 85 08:45 185 901 260 1237 2138 20:45 111 501 60 373 874 09:00 199 230 21:00 106 65 09:15 166 216 21:15 85 58 09:30 154 214 21:30 96 54 09:45 147 666 214 874 1540 21:45 99 386 41 218 604 10:00 141 196 22:00 60 42 10:15 143 177 22:15 65 28 10:30 139 214 22:30 58 24 10:45 166 589 185 772 1361 22:45 54 237 41 135 372 11:00 154 196 23:00 41 42 11:15 185 217 23:15 28 39 11:30 185 230 23:30 24 33 11:45 200 724 197 840 1564 23:45 29 122 25 139 261 Total Vol.4475 6733 11208 9072 8055 17127 GPS Coordinates:NB SB EB WB Combined 13547 14788 28335 Split %39.9%60.1%39.6%53.0% 47.0%60.4% Peak Hour 07:30 07:30 07:30 16:30 16:15 16:30 Volume 971 1491 2462 1354 1189 2517 P.H.F.0.92 0.92 0.94 0.90 0.93 0.90 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. Thursday, July 24, 2014 14-1221-011 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 16 0 0 12:00 208 187 0 0 00:15 15 12 0 0 12:15 213 191 0 0 00:30 17 10 0 0 12:30 224 190 0 0 00:45 17 68 14 52 0 0 0 0 120 12:45 2328762187860000 1661 01:00 20 8 0 0 13:00 222 212 0 0 01:15 13 5 0 0 13:15 218 219 0 0 01:30 13 7 0 0 13:30 230 230 0 0 01:45 8 53 9 29 0 0 0 0 82 13:45 2138832038620000 1745 02:00 5 7 0 0 14:00 202 224 0 0 02:15 9 4 0 0 14:15 225 226 0 0 02:30 6 8 0 0 14:30 240 208 0 0 02:45 3 23 5 23 0 0 0 0 46 14:45 2489152058620000 1777 03:00 2 7 0 0 15:00 245 233 0 0 03:15 5 4 0 0 15:15 252 239 0 0 03:30 3 6 0 0 15:30 291 234 0 0 03:45 6162339 0 000 55 15:45 306 1092 247 953 0000 2045 04:00 12 20 0 0 16:00 314 251 0 0 04:15 12 24 0 0 16:15 313 256 0 0 04:30 20 34 0 0 16:30 318 260 0 0 04:45 22 65 47 125 0 0 0 0 189 16:45 313 1258 282 1049 0000 2307 05:00 22 60 0 0 17:00 355 310 0 0 05:15 43 85 0 0 17:15 315 288 0 0 05:30 45 135 0 0 17:30 305 273 0 0 05:45 54 163 171 451 0 0 0 0 614 17:45 276 1251 262 1132 0000 2383 06:00 80 191 0 0 18:00 249 232 0 0 06:15 91 207 0 0 18:15 241 203 0 0 06:30 98 222 0 0 18:30 227 173 0 0 06:45 131 398 297 916 0 0 0 0 1314 18:45 2009161627690000 1685 07:00 141 321 0 0 19:00 176 150 0 0 07:15 174 332 0 0 19:15 153 122 0 0 07:30 210 364 0 0 19:30 144 117 0 0 07:45 248 773 379 1395 0 0 0 0 2168 19:45 1316021054940000 1096 08:00 258 367 0 0 20:00 127 92 0 0 08:15 227 328 0 0 20:15 122 85 0 0 08:30 200 299 0 0 20:30 123 70 0 0 08:45 192 876 273 1266 0 0 0 0 2142 20:45 98469512970000 766 09:00 182 237 0 0 21:00 101 54 0 0 09:15 160 229 0 0 21:15 94 44 0 0 09:30 164 224 0 0 21:30 91 44 0 0 09:45 146 652 222 911 0 0 0 0 1563 21:45 93379361760000 555 10:00 140 205 0 0 22:00 67 37 0 0 10:15 138 215 0 0 22:15 60 28 0 0 10:30 147 211 0 0 22:30 54 24 0 0 10:45 162 587 200 830 0 0 0 0 1417 22:45 54235311200000 355 11:00 153 191 0 0 23:00 41 28 0 0 11:15 181 216 0 0 23:15 35 29 0 0 11:30 182 232 0 0 23:30 26 23 0 0 11:45 193 708 203 840 0 0 0 0 1548 23:45 27129221020000 231 Total Vol.4379 6876 11255 9003 7600 16603 GPS Coordinates:NB SB Combined 13382 14476 27857 Split %38.9%61.1%40.4%54.2% 45.8%59.6% Peak Hour 07:30 07:15 07:30 16:30 16:45 16:30 Volume 942 1442 2379 1301 1153 2441 P.H.F.0.91 0.95 0.95 0.92 0.93 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-011Project# Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. Wednesday, July 23, 2014 Thursday, July 24, 2014 AM PM Daily Totals 2-DAY AVERAGE 0 Melrose Drive Between Lionshead Avenue and Palomar Airport RoadWednesday, July 23, 2014End Time 23-Jul1:00 AM 1122:00 AM 783:00 AM 474:00 AM 545:00 AM 2226:00 AM 6137:00 AM 1,3388:00 AM 2,1029:00 AM 2,14510:00 AM 1,58611:00 AM 1,47212:00 PM 1,5321:00 PM 1,6982:00 PM 1,6293:00 PM 1,6844:00 PM 2,0235:00 PM 2,2216:00 PM 2,4027:00 PM 1,6428:00 PM 1,0799:00 PM 65710:00 PM 50511:00 PM 33812:00 AM 200Total 2737905001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot Melrose Drive Between Lionshead Avenue and Palomar Airport RoadThursday, July 24, 2014End Time 24-Jul1:00 AM 1272:00 AM 863:00 AM 454:00 AM 555:00 AM 1566:00 AM 6147:00 AM 1,2898:00 AM 2,2339:00 AM 2,13810:00 AM 1,54011:00 AM 1,36112:00 PM 1,5641:00 PM 1,6242:00 PM 1,8613:00 PM 1,8704:00 PM 2,0665:00 PM 2,3926:00 PM 2,3637:00 PM 1,7288:00 PM 1,1129:00 PM 87410:00 PM 60411:00 PM 37212:00 AM 261Total 2833505001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 15 14 12:00 103 115 00:15 15 3 12:15 115 143 00:30 4 5 12:30 115 126 00:45 4 38 1 23 61 12:45 98 431 123 507 938 01:00 3 3 13:00 112 122 01:15 4 4 13:15 109 106 01:30 6 5 13:30 112 115 01:45 7 20 0 12 32 13:45 112 445 121 464 909 02:00 0 3 14:00 105 118 02:15 3 0 14:15 95 114 02:30 1 4 14:30 111 102 02:45 26 29 15 14:45 146 457 112 446 903 03:00 0 0 15:00 124 116 03:15 2 1 15:15 96 109 03:30 2 2 15:30 154 98 03:45 48 47 15 15:45 180 554 99 422 976 04:00 0 2 16:00 143 111 04:15 1 5 16:15 162 118 04:30 5 4 16:30 147 105 04:45 9 15 6 17 32 16:45 163 615 98 432 1047 05:00 3 11 17:00 175 104 05:15 3 17 17:15 176 89 05:30 7 20 17:30 187 117 05:45 12 25 34 82 107 17:45 156 694 113 423 1117 06:00 16 28 18:00 127 101 06:15 24 57 18:15 144 98 06:30 19 73 18:30 147 98 06:45 33 92 104 262 354 18:45 131 549 107 404 953 07:00 43 80 19:00 94 77 07:15 30 111 19:15 108 66 07:30 44 105 19:30 87 81 07:45 58 175 109 405 580 19:45 92 381 97 321 702 08:00 68 117 20:00 88 68 08:15 83 91 20:15 85 66 08:30 61 90 20:30 114 38 08:45 65 277 108 406 683 20:45 90 377 41 213 590 09:00 70 83 21:00 82 49 09:15 54 86 21:15 68 45 09:30 78 75 21:30 53 39 09:45 80 282 101 345 627 21:45 60 263 30 163 426 10:00 97 93 22:00 68 36 10:15 80 111 22:15 53 24 10:30 93 81 22:30 42 20 10:45 87 357 114 399 756 22:45 35 198 21 101 299 11:00 74 118 23:00 23 20 11:15 93 114 23:15 14 13 11:30 99 119 23:30 16 9 11:45 99 365 121 472 837 23:45 13 66 10 52 118 Total Vol.1660 2439 4099 5030 3948 8978 GPS Coordinates:NB SB EB WB Combined 6690 6387 13077 Split %40.5%59.5%31.3%56.0% 44.0%68.7% Peak Hour 11:45 11:45 11:45 16:45 12:15 17:00 Volume 432 505 937 701 514 1117 P.H.F.0.94 0.88 0.91 0.94 0.90 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. State St. & Mountain View Dr. PM Project#Wednesday, July 09, 2014 AM Daily Totals 14-1221-012 DAY 1 Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 5 12:00 115 140 00:15 10 8 12:15 108 128 00:30 8 5 12:30 98 110 00:45 12 43 6 24 67 12:45 122 443 134 512 955 01:00 8 4 13:00 99 139 01:15 5 2 13:15 103 125 01:30 6 2 13:30 133 107 01:45 5 24 3 11 35 13:45 129 464 129 500 964 02:00 3 6 14:00 131 131 02:15 6 0 14:15 124 141 02:30 1 3 14:30 114 142 02:45 3 13 2 11 24 14:45 142 511 133 547 1058 03:00 2 0 15:00 111 108 03:15 2 2 15:15 137 115 03:30 2 0 15:30 153 111 03:45 17 35 12 15:45 143 544 117 451 995 04:00 2 2 16:00 167 110 04:15 4 3 16:15 134 132 04:30 0 3 16:30 165 116 04:45 28 816 24 16:45 158 624 101 459 1083 05:00 6 12 17:00 157 105 05:15 1 12 17:15 172 99 05:30 9 22 17:30 138 121 05:45 20 36 26 72 108 17:45 167 634 105 430 1064 06:00 17 41 18:00 164 102 06:15 24 60 18:15 148 93 06:30 30 84 18:30 167 95 06:45 20 91 72 257 348 18:45 127 606 98 388 994 07:00 38 94 19:00 100 93 07:15 32 80 19:15 92 84 07:30 30 108 19:30 106 73 07:45 59 159 98 380 539 19:45 115 413 80 330 743 08:00 60 95 20:00 119 65 08:15 56 97 20:15 93 65 08:30 63 76 20:30 104 50 08:45 57 236 87 355 591 20:45 72 388 49 229 617 09:00 63 82 21:00 55 44 09:15 84 83 21:15 72 48 09:30 73 81 21:30 40 46 09:45 87 307 83 329 636 21:45 49 216 39 177 393 10:00 82 73 22:00 51 25 10:15 97 83 22:15 36 29 10:30 66 76 22:30 37 28 10:45 102 347 119 351 698 22:45 24 148 11 93 241 11:00 91 103 23:00 22 20 11:15 96 120 23:15 23 12 11:30 111 128 23:30 13 8 11:45 131 429 131 482 911 23:45 25 83 11 51 134 Total Vol.1700 2293 3993 5074 4167 9241 GPS Coordinates:NB SB EB WB Combined 6774 6460 13234 Split %42.6%57.4%30.2%54.9% 45.1%69.8% Peak Hour 11:30 11:30 11:30 16:30 14:00 15:45 Volume 465 527 992 652 547 1084 P.H.F.0.89 0.94 0.95 0.95 0.96 0.96 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. Thursday, July 10, 2014 14-1221-012 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 10 0 0 12:00 109 128 0 0 00:15 13 6 0 0 12:15 112 136 0 0 00:30 6 5 0 0 12:30 107 118 0 0 00:45 8 41 4 24 0 0 0 0 64 12:45 1104371295100000 947 01:00 6 4 0 0 13:00 106 131 0 0 01:15 5 3 0 0 13:15 106 116 0 0 01:30 6 4 0 0 13:30 123 111 0 0 01:45 6 22 2 12 0 0 0 0 34 13:45 1214551254820000 937 02:00 2 5 0 0 14:00 118 125 0 0 02:15 5 0 0 0 14:15 110 128 0 0 02:30 1 4 0 0 14:30 113 122 0 0 02:45 3 10 2 10 0 0 0 0 20 14:45 1444841234970000 981 03:00 1 0 0 0 15:00 118 112 0 0 03:15 2 2 0 0 15:15 117 112 0 0 03:30 2 1 0 0 15:30 154 105 0 0 03:45 3846 0 000 14 15:45 1625491084370000 986 04:00 1 2 0 0 16:00 155 111 0 0 04:15 3 4 0 0 16:15 148 125 0 0 04:30 3 4 0 0 16:30 156 111 0 0 04:45 6 12 7 17 0 0 0 0 28 16:45 1616201004460000 1065 05:00 5 12 0 0 17:00 166 105 0 0 05:15 2 15 0 0 17:15 174 94 0 0 05:30 8 21 0 0 17:30 163 119 0 0 05:45 16 31 30 77 0 0 0 0 108 17:45 1626641094270000 1091 06:00 17 35 0 0 18:00 146 102 0 0 06:15 24 59 0 0 18:15 146 96 0 0 06:30 25 79 0 0 18:30 157 97 0 0 06:45 27 92 88 260 0 0 0 0 351 18:45 1295781033960000 974 07:00 41 87 0 0 19:00 97 85 0 0 07:15 31 96 0 0 19:15 100 75 0 0 07:30 37 107 0 0 19:30 97 77 0 0 07:45 59 167 104 393 0 0 0 0 560 19:45 104397893260000 723 08:00 64 106 0 0 20:00 104 67 0 0 08:15 70 94 0 0 20:15 89 66 0 0 08:30 62 83 0 0 20:30 109 44 0 0 08:45 61 257 98 381 0 0 0 0 637 20:45 81383452210000 604 09:00 67 83 0 0 21:00 69 47 0 0 09:15 69 85 0 0 21:15 70 47 0 0 09:30 76 78 0 0 21:30 47 43 0 0 09:45 84 295 92 337 0 0 0 0 632 21:45 55240351700000 410 10:00 90 83 0 0 22:00 60 31 0 0 10:15 89 97 0 0 22:15 45 27 0 0 10:30 80 79 0 0 22:30 40 24 0 0 10:45 95 352 117 375 0 0 0 0 727 22:45 3017316970000 270 11:00 83 111 0 0 23:00 23 20 0 0 11:15 95 117 0 0 23:15 19 13 0 0 11:30 105 124 0 0 23:30 15 9 0 0 11:45 115 397 126 477 0 0 0 0 874 23:45 197511520000 126 Total Vol.1680 2366 4046 5052 4058 9110 GPS Coordinates:NB SB Combined 6732 6424 13156 Split %41.5%58.5%30.8%55.5% 44.5%69.2% Peak Hour 11:45 11:30 11:30 17:00 12:15 17:00 Volume 442 513 953 664 513 1091 P.H.F.0.96 0.95 0.96 0.95 0.95 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-012Project# Carlsbad Blvd. btwn. State St. & Mountain View Dr. Wednesday, July 09, 2014 Thursday, July 10, 2014 AM PM Daily Totals 2-DAY AVERAGE 0 Carlsbad BoulevardBetween State Street and Mountain View DriveWednesday, July 9, 2014End Time 9-Jul1:00 AM 612:00 AM 323:00 AM 154:00 AM 155:00 AM 326:00 AM 1077:00 AM 3548:00 AM 5809:00 AM 68310:00 AM 62711:00 AM 75612:00 PM 8371:00 PM 9382:00 PM 9093:00 PM 9034:00 PM 9765:00 PM 1,0476:00 PM 1,1177:00 PM 9538:00 PM 7029:00 PM 59010:00 PM 42611:00 PM 29912:00 AM 118Total 1307702004006008001,0001,200Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween State Street and Mountain View DriveThursday, July 10, 2014End Time 10-Jul1:00 AM 672:00 AM 353:00 AM 244:00 AM 125:00 AM 246:00 AM 1087:00 AM 3488:00 AM 5399:00 AM 59110:00 AM 63611:00 AM 69812:00 PM 9111:00 PM 9552:00 PM 9643:00 PM 1,0584:00 PM 9955:00 PM 1,0836:00 PM 1,0647:00 PM 9948:00 PM 7439:00 PM 61710:00 PM 39311:00 PM 24112:00 AM 134Total 1323402004006008001,0001,200Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 9 13 12:00 196 187 00:15 8 6 12:15 155 213 00:30 11 8 12:30 154 180 00:45 10 38 6 33 71 12:45 174 679 214 794 1473 01:00 8 3 13:00 155 195 01:15 7 4 13:15 154 210 01:30 5 5 13:30 147 186 01:45 8 28 3 15 43 13:45 141 597 197 788 1385 02:00 5 3 14:00 163 170 02:15 9 1 14:15 139 168 02:30 6 2 14:30 166 174 02:45 323 17 30 14:45 154 622 164 676 1298 03:00 2 0 15:00 175 145 03:15 5 0 15:15 185 160 03:30 2 3 15:30 188 149 03:45 110 58 18 15:45 185 733 183 637 1370 04:00 4 3 16:00 200 164 04:15 0 4 16:15 208 156 04:30 8 7 16:30 204 185 04:45 5171125 42 16:45 214 826 168 673 1499 05:00 9 9 17:00 174 165 05:15 6 25 17:15 169 154 05:30 16 25 17:30 214 162 05:45 22 53 42 101 154 17:45 222 779 168 649 1428 06:00 24 50 18:00 208 165 06:15 41 68 18:15 214 151 06:30 42 104 18:30 185 178 06:45 36 143 114 336 479 18:45 155 762 120 614 1376 07:00 35 107 19:00 154 105 07:15 54 129 19:15 141 136 07:30 45 142 19:30 128 115 07:45 85 219 148 526 745 19:45 122 545 106 462 1007 08:00 66 160 20:00 120 109 08:15 60 124 20:15 100 102 08:30 65 138 20:30 85 115 08:45 87 278 137 559 837 20:45 60 365 91 417 782 09:00 75 140 21:00 66 86 09:15 99 138 21:15 60 54 09:30 100 159 21:30 54 59 09:45 155 429 172 609 1038 21:45 41 221 86 285 506 10:00 154 120 22:00 42 63 10:15 174 159 22:15 28 42 10:30 196 149 22:30 24 50 10:45 166 690 183 611 1301 22:45 21 115 36 191 306 11:00 165 157 23:00 14 18 11:15 154 183 23:15 16 21 11:30 174 187 23:30 13 16 11:45 200 693 189 716 1409 23:45 9 52 13 68 120 Total Vol.2621 3546 6167 6296 6254 12550 GPS Coordinates:NB SB EB WB Combined 8917 9800 18717 Split %42.5%57.5%32.9%50.2% 49.8%67.1% Peak Hour 11:30 11:30 11:30 17:30 12:45 17:30 Volume 725 776 1501 858 805 1504 P.H.F.0.91 0.91 0.96 0.97 0.94 0.96 Project#Wednesday, July 09, 2014 AM Daily Totals 14-1221-013 DAY 1 PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 12 12:00 174 205 00:15 14 5 12:15 155 198 00:30 7 8 12:30 163 207 00:45 4 34 2 27 61 12:45 139 631 214 824 1455 01:00 8 5 13:00 133 225 01:15 5 4 13:15 154 203 01:30 9 4 13:30 174 200 01:45 11 33 0 13 46 13:45 155 616 204 832 1448 02:00 8 5 14:00 152 202 02:15 5 2 14:15 128 207 02:30 9 7 14:30 122 193 02:45 6 28 2 16 44 14:45 163 565 193 795 1360 03:00 3 0 15:00 166 158 03:15 2 2 15:15 154 193 03:30 2 3 15:30 174 199 03:45 18 49 17 15:45 152 646 170 720 1366 04:00 0 0 16:00 188 170 04:15 1 5 16:15 200 217 04:30 2 4 16:30 206 166 04:45 14 817 21 16:45 214 808 162 715 1523 05:00 4 14 17:00 222 176 05:15 8 19 17:15 236 159 05:30 14 32 17:30 258 154 05:45 19 45 35 100 145 17:45 244 960 168 657 1617 06:00 22 49 18:00 214 146 06:15 20 69 18:15 185 135 06:30 24 96 18:30 166 162 06:45 41 107 89 303 410 18:45 214 779 166 609 1388 07:00 45 115 19:00 185 129 07:15 50 124 19:15 139 125 07:30 63 119 19:30 133 126 07:45 66 224 128 486 710 19:45 130 587 134 514 1101 08:00 60 129 20:00 128 120 08:15 65 147 20:15 111 140 08:30 87 145 20:30 104 86 08:45 74 286 102 523 809 20:45 85 428 75 421 849 09:00 99 108 21:00 60 75 09:15 103 122 21:15 65 61 09:30 103 129 21:30 54 62 09:45 104 409 137 496 905 21:45 41 220 53 251 471 10:00 125 135 22:00 42 41 10:15 155 135 22:15 29 36 10:30 128 129 22:30 33 41 10:45 124 532 176 575 1107 22:45 30 134 21 139 273 11:00 141 157 23:00 28 22 11:15 126 188 23:15 21 20 11:30 166 170 23:30 14 13 11:45 198 631 189 704 1335 23:45 19 82 20 75 157 Total Vol.2341 3269 5610 6456 6552 13008 GPS Coordinates:NB SB EB WB Combined 8797 9821 18618 Split %41.7%58.3%30.1%49.6% 50.4%69.9% Peak Hour 11:30 11:45 11:45 17:00 12:30 17:00 Volume 693 799 1489 960 849 1617 P.H.F.0.88 0.96 0.96 0.93 0.94 0.98 0 AM PM Project# Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Thursday, July 10, 2014 14-1221-013 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 9 13 0 0 12:00 185 196 0 0 00:15 11 6 0 0 12:15 155 206 0 0 00:30 9 8 0 0 12:30 159 194 0 0 00:45 7 36 4 30 0 0 0 0 66 12:45 1576552148090000 1464 01:00 8 4 0 0 13:00 144 210 0 0 01:15 6 4 0 0 13:15 154 207 0 0 01:30 7 5 0 0 13:30 161 193 0 0 01:45 10 31 2 14 0 0 0 0 45 13:45 1486072018100000 1417 02:00 7 4 0 0 14:00 158 186 0 0 02:15 7 2 0 0 14:15 134 188 0 0 02:30 8 5 0 0 14:30 144 184 0 0 02:45 5 26 2 12 0 0 0 0 37 14:45 1595941797360000 1329 03:00 3 0 0 0 15:00 171 152 0 0 03:15 4 1 0 0 15:15 170 177 0 0 03:30 2 3 0 0 15:30 181 174 0 0 03:45 1959 0 000 18 15:45 1696901776790000 1368 04:00 2 2 0 0 16:00 194 167 0 0 04:15 1 5 0 0 16:15 204 187 0 0 04:30 5 6 0 0 16:30 205 176 0 0 04:45 3111021 0 000 32 16:45 2148171656940000 1511 05:00 7 12 0 0 17:00 198 171 0 0 05:15 7 22 0 0 17:15 203 157 0 0 05:30 15 29 0 0 17:30 236 158 0 0 05:45 21 49 39 101 0 0 0 0 150 17:45 2338701686530000 1523 06:00 23 50 0 0 18:00 211 156 0 0 06:15 31 69 0 0 18:15 200 143 0 0 06:30 33 100 0 0 18:30 176 170 0 0 06:45 39 125 102 320 0 0 0 0 445 18:45 1857711436120000 1382 07:00 40 111 0 0 19:00 170 117 0 0 07:15 52 127 0 0 19:15 140 131 0 0 07:30 54 131 0 0 19:30 131 121 0 0 07:45 76 222 138 506 0 0 0 0 728 19:45 1265661204880000 1054 08:00 63 145 0 0 20:00 124 115 0 0 08:15 63 136 0 0 20:15 106 121 0 0 08:30 76 142 0 0 20:30 95 101 0 0 08:45 81 282 120 541 0 0 0 0 823 20:45 73397834190000 816 09:00 87 124 0 0 21:00 63 81 0 0 09:15 101 130 0 0 21:15 63 58 0 0 09:30 102 144 0 0 21:30 54 61 0 0 09:45 130 419 155 553 0 0 0 0 972 21:45 41221702680000 489 10:00 140 128 0 0 22:00 42 52 0 0 10:15 165 147 0 0 22:15 29 39 0 0 10:30 162 139 0 0 22:30 29 46 0 0 10:45 145 611 180 593 0 0 0 0 1204 22:45 26125291650000 290 11:00 153 157 0 0 23:00 21 20 0 0 11:15 140 186 0 0 23:15 19 21 0 0 11:30 170 179 0 0 23:30 14 15 0 0 11:45 199 662 189 710 0 0 0 0 1372 23:45 146717720000 139 Total Vol.2481 3408 5889 6376 6403 12779 GPS Coordinates:NB SB Combined 8857 9811 18668 Split %42.1%57.9%31.5%49.9% 50.1%68.5% Peak Hour 11:30 11:45 11:45 17:15 12:30 17:00 Volume 709 784 1482 883 824 1523 P.H.F.0.89 0.95 0.95 0.93 0.96 0.95 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-013Project# Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Wednesday, July 09, 2014 Thursday, July 10, 2014 Carlsbad BoulevardBetween Acacia Avenue and Cherry AvenueWednesday, July 9, 2014End Time 9-Jul1:00 AM 712:00 AM 433:00 AM 304:00 AM 185:00 AM 426:00 AM 1547:00 AM 4798:00 AM 7459:00 AM 83710:00 AM 1,03811:00 AM 1,30112:00 PM 1,4091:00 PM 1,4732:00 PM 1,3853:00 PM 1,2984:00 PM 1,3705:00 PM 1,4996:00 PM 1,4287:00 PM 1,3768:00 PM 1,0079:00 PM 78210:00 PM 50611:00 PM 30612:00 AM 120Total 1871702004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Acacia Avenue and Cherry AvenueThursday, July 10, 2014End Time 10-Jul1:00 AM 612:00 AM 463:00 AM 444:00 AM 175:00 AM 216:00 AM 1457:00 AM 4108:00 AM 7109:00 AM 80910:00 AM 90511:00 AM 1,10712:00 PM 1,3351:00 PM 1,4552:00 PM 1,4483:00 PM 1,3604:00 PM 1,3665:00 PM 1,5236:00 PM 1,6177:00 PM 1,3888:00 PM 1,1019:00 PM 84910:00 PM 47111:00 PM 27312:00 AM 157Total 1861802004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 6 8 12:00 155 144 00:15 9 4 12:15 143 150 00:30 6 4 12:30 120 146 00:45 4 25 2 18 43 12:45 144 562 151 591 1153 01:00 4 6 13:00 112 158 01:15 3 0 13:15 151 165 01:30 4 2 13:30 122 157 01:45 2 13 5 13 26 13:45 155 540 157 637 1177 02:00 2 2 14:00 139 147 02:15 0 1 14:15 132 135 02:30 3 2 14:30 154 149 02:45 05 16 11 14:45 203 628 148 579 1207 03:00 2 0 15:00 192 148 03:15 1 1 15:15 137 128 03:30 2 1 15:30 177 140 03:45 16 35 11 15:45 181 687 117 533 1220 04:00 2 6 16:00 199 133 04:15 1 6 16:15 200 140 04:30 3 2 16:30 218 114 04:45 8141226 40 16:45 221 838 124 511 1349 05:00 4 10 17:00 261 130 05:15 7 21 17:15 267 146 05:30 11 39 17:30 274 137 05:45 9 31 53 123 154 17:45 272 1074 126 539 1613 06:00 21 67 18:00 226 129 06:15 13 82 18:15 178 110 06:30 24 95 18:30 182 105 06:45 50 108 126 370 478 18:45 155 741 115 459 1200 07:00 47 179 19:00 125 84 07:15 54 218 19:15 128 91 07:30 59 187 19:30 89 100 07:45 62 222 185 769 991 19:45 95 437 85 360 797 08:00 71 166 20:00 79 93 08:15 85 140 20:15 70 96 08:30 89 149 20:30 72 80 08:45 96 341 158 613 954 20:45 46 267 57 326 593 09:00 110 143 21:00 59 67 09:15 87 146 21:15 45 64 09:30 88 157 21:30 43 50 09:45 100 385 159 605 990 21:45 23 170 41 222 392 10:00 102 140 22:00 22 27 10:15 100 120 22:15 33 27 10:30 106 161 22:30 21 18 10:45 105 413 121 542 955 22:45 18 94 18 90 184 11:00 125 137 23:00 14 11 11:15 135 153 23:15 11 10 11:30 142 158 23:30 15 9 11:45 151 553 136 584 1137 23:45 10 50 8 38 88 Total Vol.2116 3674 5790 6088 4885 10973 GPS Coordinates:NB SB EB WB Combined 8204 8559 16763 Split %36.5%63.5%34.5%55.5% 44.5%65.5% Peak Hour 11:30 07:00 11:30 17:00 13:00 17:00 Volume 591 769 1179 1074 637 1613 P.H.F.0.95 0.88 0.98 0.98 0.97 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Tamarack Ave. & Tierra Del Oro PM Project#Tuesday, July 15, 2014 AM Daily Totals 14-1221-014 DAY 1 Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 10 12:00 151 150 00:15 7 3 12:15 178 138 00:30 8 10 12:30 155 174 00:45 4 33 8 31 64 12:45 157 641 158 620 1261 01:00 3 3 13:00 164 183 01:15 3 4 13:15 125 185 01:30 7 0 13:30 173 161 01:45 3 16 5 12 28 13:45 149 611 151 680 1291 02:00 1 0 14:00 141 166 02:15 1 1 14:15 174 138 02:30 1 0 14:30 140 146 02:45 03 23 6 14:45 138 593 140 590 1183 03:00 3 0 15:00 167 174 03:15 0 0 15:15 175 148 03:30 2 1 15:30 163 136 03:45 16 12 8 15:45 180 685 136 594 1279 04:00 1 2 16:00 208 159 04:15 2 5 16:15 215 151 04:30 0 11 16:30 250 138 04:45 2 5 14 32 37 16:45 282 955 151 599 1554 05:00 3 24 17:00 282 147 05:15 9 26 17:15 289 167 05:30 9 39 17:30 300 144 05:45 15 36 49 138 174 17:45 285 1156 143 601 1757 06:00 26 53 18:00 271 170 06:15 17 49 18:15 214 180 06:30 24 78 18:30 185 122 06:45 50 117 133 313 430 18:45 165 835 115 587 1422 07:00 42 124 19:00 152 146 07:15 45 163 19:15 153 157 07:30 55 201 19:30 141 110 07:45 67 209 187 675 884 19:45 141 587 112 525 1112 08:00 66 158 20:00 128 121 08:15 54 149 20:15 92 88 08:30 73 157 20:30 74 97 08:45 89 282 121 585 867 20:45 67 361 71 377 738 09:00 91 135 21:00 69 75 09:15 80 133 21:15 58 68 09:30 79 105 21:30 38 66 09:45 107 357 118 491 848 21:45 52 217 41 250 467 10:00 123 124 22:00 50 41 10:15 106 123 22:15 30 33 10:30 137 115 22:30 23 28 10:45 150 516 109 471 987 22:45 19 122 18 120 242 11:00 138 121 23:00 21 19 11:15 168 154 23:15 10 11 11:30 178 156 23:30 23 16 11:45 202 686 158 589 1275 23:45 7 61 7 53 114 Total Vol.2266 3342 5608 6824 5596 12420 GPS Coordinates:NB SB EB WB Combined 9090 8938 18028 Split %40.4%59.6%31.1%54.9% 45.1%68.9% Peak Hour 11:30 07:15 11:15 17:00 12:30 17:15 Volume 709 709 1317 1156 700 1769 P.H.F.0.88 0.88 0.91 0.96 0.95 0.97 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 Wednesday, July 16, 2014 14-1221-014 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 9 0 0 12:00 153 147 0 0 00:15 8 4 0 0 12:15 161 144 0 0 00:30 7 7 0 0 12:30 138 160 0 0 00:45 4 29 5 25 0 0 0 0 54 12:45 1516021556060000 1207 01:00 4 5 0 0 13:00 138 171 0 0 01:15 3 2 0 0 13:15 138 175 0 0 01:30 6 1 0 0 13:30 148 159 0 0 01:45 3 15 5 13 0 0 0 0 27 13:45 1525761546590000 1234 02:00 2 1 0 0 14:00 140 157 0 0 02:15 1 1 0 0 14:15 153 137 0 0 02:30 2 1 0 0 14:30 147 148 0 0 02:45 0425 0 000 9 14:45 1716111445850000 1195 03:00 3 0 0 0 15:00 180 161 0 0 03:15 1 1 0 0 15:15 156 138 0 0 03:30 2 1 0 0 15:30 170 138 0 0 03:45 1624 0 000 10 15:45 1816861275640000 1250 04:00 2 4 0 0 16:00 204 146 0 0 04:15 2 6 0 0 16:15 208 146 0 0 04:30 2 7 0 0 16:30 234 126 0 0 04:45 5101329 0 000 39 16:45 2528971385550000 1452 05:00 4 17 0 0 17:00 272 139 0 0 05:15 8 24 0 0 17:15 278 157 0 0 05:30 10 39 0 0 17:30 287 141 0 0 05:45 12 34 51 131 0 0 0 0 164 17:45 279 1115 135 570 0000 1685 06:00 24 60 0 0 18:00 249 150 0 0 06:15 15 66 0 0 18:15 196 145 0 0 06:30 24 87 0 0 18:30 184 114 0 0 06:45 50 113 130 342 0 0 0 0 454 18:45 1607881155230000 1311 07:00 45 152 0 0 19:00 139 115 0 0 07:15 50 191 0 0 19:15 141 124 0 0 07:30 57 194 0 0 19:30 115 105 0 0 07:45 65 216 186 722 0 0 0 0 938 19:45 118512994430000 955 08:00 69 162 0 0 20:00 104 107 0 0 08:15 70 145 0 0 20:15 81 92 0 0 08:30 81 153 0 0 20:30 73 89 0 0 08:45 93 312 140 599 0 0 0 0 911 20:45 57314643520000 666 09:00 101 139 0 0 21:00 64 71 0 0 09:15 84 140 0 0 21:15 52 66 0 0 09:30 84 131 0 0 21:30 41 58 0 0 09:45 104 371 139 548 0 0 0 0 919 21:45 38194412360000 430 10:00 113 132 0 0 22:00 36 34 0 0 10:15 103 122 0 0 22:15 32 30 0 0 10:30 122 138 0 0 22:30 22 23 0 0 10:45 128 465 115 507 0 0 0 0 971 22:45 19108181050000 213 11:00 132 129 0 0 23:00 18 15 0 0 11:15 152 154 0 0 23:15 11 11 0 0 11:30 160 157 0 0 23:30 19 13 0 0 11:45 177 620 147 587 0 0 0 0 1206 23:45 9568460000 101 Total Vol.2191 3508 5699 6456 5241 11697 GPS Coordinates:NB SB Combined 8647 8749 17396 Split %38.4%61.6%32.8%55.2% 44.8%67.2% Peak Hour 11:30 07:15 11:15 17:00 12:30 17:00 Volume 650 733 1246 1115 660 1685 P.H.F.0.92 0.94 0.96 0.97 0.94 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-014Project# Carlsbad Blvd. btwn. Tamarack Ave. & Tierra Del Oro Tuesday, July 15, 2014 Wednesday, July 16, 2014 AM PM Daily Totals 2-DAY AVERAGE 0 Carlsbad BoulevardBetween Tamarack Avenue and Tierra Del Oro StreetTuesday, July 15, 2014End Time 15-Jul1:00 AM 432:00 AM 263:00 AM 114:00 AM 115:00 AM 406:00 AM 1547:00 AM 4788:00 AM 9919:00 AM 95410:00 AM 99011:00 AM 95512:00 PM 1,1371:00 PM 1,1532:00 PM 1,1773:00 PM 1,2074:00 PM 1,2205:00 PM 1,3496:00 PM 1,6137:00 PM 1,2008:00 PM 7979:00 PM 59310:00 PM 39211:00 PM 18412:00 AM 88Total 1676302004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Tamarack Avenue and Tierra Del Oro StreetWednesday, July 16, 2014End Time 16-Jul1:00 AM 642:00 AM 283:00 AM 64:00 AM 85:00 AM 376:00 AM 1747:00 AM 4308:00 AM 8849:00 AM 86710:00 AM 84811:00 AM 98712:00 PM 1,2751:00 PM 1,2612:00 PM 1,2913:00 PM 1,1834:00 PM 1,2795:00 PM 1,5546:00 PM 1,7577:00 PM 1,4228:00 PM 1,1129:00 PM 73810:00 PM 46711:00 PM 24212:00 AM 114Total 1802802004006008001,0001,2001,4001,6001,8002,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 7 2 12:00 137 189 00:15 9 6 12:15 151 232 00:30 4 5 12:30 146 224 00:45 3 23 8 21 44 12:45 164 598 217 862 1460 01:00 6 1 13:00 157 211 01:15 3 3 13:15 161 204 01:30 2 5 13:30 127 206 01:45 4 15 2 11 26 13:45 162 607 231 852 1459 02:00 3 1 14:00 137 253 02:15 1 2 14:15 159 225 02:30 1 0 14:30 148 247 02:45 16 14 10 14:45 171 615 228 953 1568 03:00 1 1 15:00 177 195 03:15 1 0 15:15 178 196 03:30 1 4 15:30 167 178 03:45 36 27 13 15:45 197 719 215 784 1503 04:00 7 5 16:00 183 181 04:15 1 3 16:15 168 132 04:30 3 4 16:30 188 150 04:45 2 13 2 14 27 16:45 212 751 105 568 1319 05:00 9 5 17:00 208 139 05:15 5 14 17:15 222 124 05:30 13 25 17:30 237 120 05:45 34 61 36 80 141 17:45 237 904 113 496 1400 06:00 28 51 18:00 238 104 06:15 27 60 18:15 218 117 06:30 25 77 18:30 198 97 06:45 43 123 94 282 405 18:45 202 856 95 413 1269 07:00 43 131 19:00 175 82 07:15 62 201 19:15 173 83 07:30 49 177 19:30 149 88 07:45 66 220 163 672 892 19:45 164 661 96 349 1010 08:00 63 148 20:00 148 104 08:15 83 155 20:15 122 111 08:30 82 159 20:30 113 85 08:45 114 342 121 583 925 20:45 99 482 70 370 852 09:00 99 128 21:00 50 50 09:15 107 111 21:15 51 53 09:30 95 135 21:30 50 38 09:45 118 419 119 493 912 21:45 34 185 30 171 356 10:00 127 171 22:00 27 30 10:15 112 153 22:15 32 27 10:30 116 185 22:30 23 26 10:45 132 487 183 692 1179 22:45 19 101 26 109 210 11:00 156 171 23:00 25 15 11:15 159 201 23:15 16 8 11:30 175 253 23:30 11 9 11:45 168 658 229 854 1512 23:45 10 62 6 38 100 Total Vol.2373 3713 6086 6541 5965 12506 GPS Coordinates:NB SB EB WB Combined 8914 9678 18592 Split %39.0%61.0%32.7%52.3% 47.7%67.3% Peak Hour 11:00 11:30 11:30 17:15 13:45 14:00 Volume 658 903 1534 934 956 1568 P.H.F.0.94 0.89 0.90 0.98 0.94 0.98 PM Project#Wednesday, July 16, 2014 AM Daily Totals 14-1221-015 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 15 12:00 149 142 00:15 7 5 12:15 183 145 00:30 8 11 12:30 147 159 00:45 2 27 4 35 62 12:45 169 648 136 582 1230 01:00 4 3 13:00 147 159 01:15 1 3 13:15 129 167 01:30 5 0 13:30 140 148 01:45 3 13 4 10 23 13:45 159 575 146 620 1195 02:00 1 1 14:00 151 144 02:15 1 2 14:15 163 142 02:30 1 0 14:30 127 136 02:45 14 36 10 14:45 138 579 133 555 1134 03:00 2 1 15:00 163 180 03:15 1 0 15:15 163 136 03:30 3 0 15:30 139 131 03:45 28 12 10 15:45 193 658 143 590 1248 04:00 2 2 16:00 164 148 04:15 2 3 16:15 188 138 04:30 2 8 16:30 212 140 04:45 3 9 12 25 34 16:45 221 785 145 571 1356 05:00 5 10 17:00 212 156 05:15 11 13 17:15 227 176 05:30 14 21 17:30 250 140 05:45 25 55 28 72 127 17:45 245 934 123 595 1529 06:00 28 43 18:00 233 158 06:15 20 51 18:15 187 155 06:30 28 76 18:30 153 124 06:45 44 120 103 273 393 18:45 148 721 124 561 1282 07:00 42 138 19:00 137 119 07:15 46 191 19:15 130 128 07:30 56 222 19:30 135 109 07:45 45 189 189 740 929 19:45 125 527 94 450 977 08:00 65 161 20:00 119 104 08:15 56 157 20:15 86 89 08:30 69 158 20:30 79 81 08:45 94 284 138 614 898 20:45 70 354 74 348 702 09:00 101 135 21:00 54 70 09:15 64 135 21:15 57 58 09:30 86 126 21:30 27 59 09:45 102 353 100 496 849 21:45 45 183 33 220 403 10:00 121 107 22:00 45 44 10:15 100 134 22:15 26 30 10:30 132 115 22:30 20 18 10:45 156 509 107 463 972 22:45 19 110 16 108 218 11:00 144 123 23:00 17 17 11:15 161 130 23:15 13 10 11:30 143 152 23:30 18 11 11:45 157 605 148 553 1158 23:45 4 52 6 44 96 Total Vol.2176 3289 5465 6126 5244 11370 GPS Coordinates:NB SB EB WB Combined 8302 8533 16835 Split %39.8%60.2%32.5%53.9% 46.1%67.5% Peak Hour 11:45 07:15 11:45 17:15 12:30 17:15 Volume 636 763 1230 955 621 1552 P.H.F.0.87 0.86 0.94 0.96 0.93 0.96 0 AM PM Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Thursday, July 17, 2014 14-1221-015 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 9 0 0 12:00 143 166 0 0 00:15 8 6 0 0 12:15 167 189 0 0 00:30 6 8 0 0 12:30 147 192 0 0 00:45 3 25 6 28 0 0 0 0 53 12:45 1676231777220000 1345 01:00 5 2 0 0 13:00 152 185 0 0 01:15 2 3 0 0 13:15 145 186 0 0 01:30 4 3 0 0 13:30 134 177 0 0 01:45 4 14 3 11 0 0 0 0 25 13:45 1615911897360000 1327 02:00 2 1 0 0 14:00 144 199 0 0 02:15 1 2 0 0 14:15 161 184 0 0 02:30 1 0 0 0 14:30 138 192 0 0 02:45 1525 0 000 10 14:45 1555971817540000 1351 03:00 2 1 0 0 15:00 170 188 0 0 03:15 1 0 0 0 15:15 171 166 0 0 03:30 2 2 0 0 15:30 153 155 0 0 03:45 3725 0 000 12 15:45 1956891796870000 1376 04:00 5 4 0 0 16:00 174 165 0 0 04:15 2 3 0 0 16:15 178 135 0 0 04:30 3 6 0 0 16:30 200 145 0 0 04:45 3 11 7 20 0 0 0 0 31 16:45 2177681255700000 1338 05:00 7 8 0 0 17:00 210 148 0 0 05:15 8 14 0 0 17:15 225 150 0 0 05:30 14 23 0 0 17:30 244 130 0 0 05:45 30 58 32 76 0 0 0 0 134 17:45 2419191185460000 1465 06:00 28 47 0 0 18:00 236 131 0 0 06:15 24 56 0 0 18:15 203 136 0 0 06:30 27 77 0 0 18:30 176 111 0 0 06:45 44 122 99 278 0 0 0 0 399 18:45 1757891104870000 1276 07:00 43 135 0 0 19:00 156 101 0 0 07:15 54 196 0 0 19:15 152 106 0 0 07:30 53 200 0 0 19:30 142 99 0 0 07:45 56 205 176 706 0 0 0 0 911 19:45 145594954000000 994 08:00 64 155 0 0 20:00 134 104 0 0 08:15 70 156 0 0 20:15 104 100 0 0 08:30 76 159 0 0 20:30 96 83 0 0 08:45 104 313 130 599 0 0 0 0 912 20:45 85418723590000 777 09:00 100 132 0 0 21:00 52 60 0 0 09:15 86 123 0 0 21:15 54 56 0 0 09:30 91 131 0 0 21:30 39 49 0 0 09:45 110 386 110 495 0 0 0 0 881 21:45 40184321960000 380 10:00 124 139 0 0 22:00 36 37 0 0 10:15 106 144 0 0 22:15 29 29 0 0 10:30 124 150 0 0 22:30 22 22 0 0 10:45 144 498 145 578 0 0 0 0 1076 22:45 19106211090000 214 11:00 150 147 0 0 23:00 21 16 0 0 11:15 160 166 0 0 23:15 15 9 0 0 11:30 159 203 0 0 23:30 15 10 0 0 11:45 163 632 189 704 0 0 0 0 1335 23:45 7576410000 98 Total Vol.2275 3501 5776 6334 5605 11938 GPS Coordinates:NB SB Combined 8608 9106 17714 Split %39.4%60.6%32.6%53.1% 46.9%67.4% Peak Hour 11:00 11:30 11:30 17:15 13:45 17:15 Volume 632 745 1377 945 762 1474 P.H.F.0.97 0.92 0.95 0.97 0.96 0.98 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-015Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Wednesday, July 16, 2014 Thursday, July 17, 2014 Carlsbad BoulevardBetween Cannon Road and Cerezo DriveWednesday, July 16, 2014End Time 16-Jul1:00 AM 442:00 AM 263:00 AM 104:00 AM 135:00 AM 276:00 AM 1417:00 AM 4058:00 AM 8929:00 AM 92510:00 AM 91211:00 AM 1,17912:00 PM 1,5121:00 PM 1,4602:00 PM 1,4593:00 PM 1,5684:00 PM 1,5035:00 PM 1,3196:00 PM 1,4007:00 PM 1,2698:00 PM 1,0109:00 PM 85210:00 PM 35611:00 PM 21012:00 AM 100Total 1859202004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Cannon Road and Cerezo DriveThursday, July 17, 2014End Time 17-Jul1:00 AM 622:00 AM 233:00 AM 104:00 AM 105:00 AM 346:00 AM 1277:00 AM 3938:00 AM 9299:00 AM 89810:00 AM 84911:00 AM 97212:00 PM 1,1581:00 PM 1,2302:00 PM 1,1953:00 PM 1,1344:00 PM 1,2485:00 PM 1,3566:00 PM 1,5297:00 PM 1,2828:00 PM 9779:00 PM 70210:00 PM 40311:00 PM 21812:00 AM 96Total 1683502004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 4 12:00 147 133 00:15 10 4 12:15 152 131 00:30 7 1 12:30 139 154 00:45 4 28 5 14 42 12:45 133 571 147 565 1136 01:00 8 2 13:00 128 141 01:15 5 1 13:15 124 188 01:30 3 0 13:30 141 187 01:45 218 14 22 13:45 128 521 185 701 1222 02:00 1 2 14:00 154 196 02:15 4 0 14:15 152 199 02:30 1 1 14:30 139 154 02:45 28 25 13 14:45 133 578 147 696 1274 03:00 1 3 15:00 130 141 03:15 0 2 15:15 122 128 03:30 1 1 15:30 186 168 03:45 24 410 14 15:45 188 626 165 602 1228 04:00 1 1 16:00 182 160 04:15 4 2 16:15 195 189 04:30 6 2 16:30 193 182 04:45 3 14 6 11 25 16:45 241 811 176 707 1518 05:00 2 7 17:00 236 198 05:15 5 11 17:15 199 184 05:30 8 14 17:30 219 168 05:45 16 31 18 50 81 17:45 222 876 166 716 1592 06:00 20 20 18:00 167 163 06:15 21 24 18:15 165 159 06:30 22 79 18:30 104 131 06:45 20 83 120 243 326 18:45 103 539 108 561 1100 07:00 24 124 19:00 104 86 07:15 41 163 19:15 85 60 07:30 52 190 19:30 87 54 07:45 63 180 187 664 844 19:45 75 351 75 275 626 08:00 66 174 20:00 60 85 08:15 87 201 20:15 65 60 08:30 75 189 20:30 58 54 08:45 60 288 163 727 1015 20:45 54 237 41 240 477 09:00 87 135 21:00 41 42 09:15 85 143 21:15 29 29 09:30 99 106 21:30 30 33 09:45 111 382 122 506 888 21:45 32 132 30 134 266 10:00 104 104 22:00 28 32 10:15 106 101 22:15 41 28 10:30 138 108 22:30 21 21 10:45 154 502 106 419 921 22:45 14 104 14 95 199 11:00 147 125 23:00 19 8 11:15 141 124 23:15 13 5 11:30 152 141 23:30 8 7 11:45 166 606 139 529 1135 23:45 5 45 4 24 69 Total Vol.2144 3182 5326 5391 5316 10707 GPS Coordinates:NB SB EB WB Combined 7535 8498 16033 Split %40.3%59.7%33.2%50.4% 49.6%66.8% Peak Hour 11:30 07:30 11:30 16:45 13:30 16:45 Volume 617 752 1161 895 767 1621 P.H.F.0.93 0.94 0.95 0.93 0.96 0.93 PM Project#Wednesday, July 23, 2014 AM Daily Totals 14-1221-016 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 4 3 12:00 122 130 00:15 1 2 12:15 124 128 00:30 5 5 12:30 141 122 00:45 2 12 2 12 24 12:45 128 515 151 531 1046 01:00 1 4 13:00 133 185 01:15 0 1 13:15 130 196 01:30 0 2 13:30 128 166 01:45 12 07 9 13:45 124 515 154 701 1216 02:00 2 0 14:00 111 175 02:15 3 1 14:15 104 185 02:30 2 2 14:30 128 200 02:45 18 14 12 14:45 163 506 187 747 1253 03:00 0 2 15:00 157 174 03:15 1 3 15:15 161 205 03:30 2 2 15:30 173 195 03:45 14 07 11 15:45 169 660 171 745 1405 04:00 4 1 16:00 158 165 04:15 1 7 16:15 185 157 04:30 5 11 16:30 215 186 04:45 7 17 8 27 44 16:45 244 802 187 695 1497 05:00 16 5 17:00 230 184 05:15 11 16 17:15 215 186 05:30 10 20 17:30 184 179 05:45 24 61 21 62 123 17:45 204 833 173 722 1555 06:00 28 14 18:00 209 160 06:15 24 18 18:15 193 143 06:30 34 76 18:30 133 124 06:45 37 123 96 204 327 18:45 178 713 109 536 1249 07:00 59 150 19:00 152 106 07:15 46 218 19:15 141 122 07:30 47 222 19:30 122 85 07:45 55 207 176 766 973 19:45 120 535 88 401 936 08:00 62 196 20:00 104 80 08:15 82 166 20:15 85 87 08:30 75 161 20:30 66 75 08:45 80 299 155 678 977 20:45 60 315 50 292 607 09:00 85 152 21:00 54 54 09:15 74 126 21:15 41 41 09:30 99 118 21:30 42 28 09:45 90 348 116 512 860 21:45 28 165 24 147 312 10:00 87 102 22:00 24 29 10:15 75 85 22:15 21 30 10:30 128 99 22:30 25 25 10:45 122 412 106 392 804 22:45 21 91 22 106 197 11:00 131 108 23:00 14 14 11:15 125 117 23:15 16 8 11:30 147 143 23:30 13 9 11:45 117 520 130 498 1018 23:45 8 51 7 38 89 Total Vol.2013 3169 5182 5701 5661 11362 GPS Coordinates:NB SB EB WB Combined 7714 8830 16544 Split %38.8%61.2%31.3%50.2% 49.8%68.7% Peak Hour 10:45 07:15 11:30 16:30 14:30 16:30 Volume 525 812 1041 904 766 1647 P.H.F.0.89 0.91 0.90 0.93 0.93 0.96 0 AM PM Project# Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. Thursday, July 24, 2014 14-1221-016 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 4 0 0 12:00 135 132 0 0 00:15 6 3 0 0 12:15 138 130 0 0 00:30 6 3 0 0 12:30 140 138 0 0 00:45 3 20 4 13 0 0 0 0 33 12:45 1315431495480000 1091 01:00 5 3 0 0 13:00 131 163 0 0 01:15 3 1 0 0 13:15 127 192 0 0 01:30 2 1 0 0 13:30 135 177 0 0 01:45 21016 0 000 16 13:45 1265181707010000 1219 02:00 2 1 0 0 14:00 133 186 0 0 02:15 4 1 0 0 14:15 128 192 0 0 02:30 2 2 0 0 14:30 134 177 0 0 02:45 2825 0 000 13 14:45 1485421677220000 1264 03:00 1 3 0 0 15:00 144 158 0 0 03:15 1 3 0 0 15:15 142 167 0 0 03:30 2 2 0 0 15:30 180 182 0 0 03:45 2429 0 000 13 15:45 1796431686740000 1317 04:00 3 1 0 0 16:00 170 163 0 0 04:15 3 5 0 0 16:15 190 173 0 0 04:30 6 7 0 0 16:30 204 184 0 0 04:45 5 16 7 19 0 0 0 0 35 16:45 2438071827010000 1508 05:00 9 6 0 0 17:00 233 191 0 0 05:15 8 14 0 0 17:15 207 185 0 0 05:30 9 17 0 0 17:30 202 174 0 0 05:45 20 46 20 56 0 0 0 0 102 17:45 2138551707190000 1574 06:00 24 17 0 0 18:00 188 162 0 0 06:15 23 21 0 0 18:15 179 151 0 0 06:30 28 78 0 0 18:30 119 128 0 0 06:45 29 103 108 224 0 0 0 0 327 18:45 1416261095490000 1175 07:00 42 137 0 0 19:00 128 96 0 0 07:15 44 191 0 0 19:15 113 91 0 0 07:30 50 206 0 0 19:30 105 70 0 0 07:45 59 194 182 715 0 0 0 0 909 19:45 98443823380000 781 08:00 64 185 0 0 20:00 82 83 0 0 08:15 85 184 0 0 20:15 75 74 0 0 08:30 75 175 0 0 20:30 62 65 0 0 08:45 70 294 159 703 0 0 0 0 996 20:45 57276462660000 542 09:00 86 144 0 0 21:00 48 48 0 0 09:15 80 135 0 0 21:15 35 35 0 0 09:30 99 112 0 0 21:30 36 31 0 0 09:45 101 365 119 509 0 0 0 0 874 21:45 30149271410000 289 10:00 96 103 0 0 22:00 26 31 0 0 10:15 91 93 0 0 22:15 31 29 0 0 10:30 133 104 0 0 22:30 23 23 0 0 10:45 138 457 106 406 0 0 0 0 863 22:45 1898181010000 198 11:00 139 117 0 0 23:00 17 11 0 0 11:15 133 121 0 0 23:15 15 7 0 0 11:30 150 142 0 0 23:30 11 8 0 0 11:45 142 563 135 514 0 0 0 0 1077 23:45 7486310000 79 Total Vol.2079 3176 5254 5546 5489 11035 GPS Coordinates:NB SB Combined 7625 8664 16289 Split %39.6%60.4%32.3%50.3% 49.7%67.7% Peak Hour 11:30 07:15 11:30 16:30 16:30 16:30 Volume 564 763 1101 887 742 1628 P.H.F.0.94 0.93 0.94 0.91 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 14-1221-016Project# Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. Wednesday, July 23, 2014 Thursday, July 24, 2014 Carlsbad BoulevardBetween Breakwater Road and Poinsettia LaneWednesday, July 23, 2014End Time 23-Jul1:00 AM 422:00 AM 223:00 AM 134:00 AM 145:00 AM 256:00 AM 817:00 AM 3268:00 AM 8449:00 AM 1,01510:00 AM 88811:00 AM 92112:00 PM 1,1351:00 PM 1,1362:00 PM 1,2223:00 PM 1,2744:00 PM 1,2285:00 PM 1,5186:00 PM 1,5927:00 PM 1,1008:00 PM 6269:00 PM 47710:00 PM 26611:00 PM 19912:00 AM 69Total 1603302004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Breakwater Road and Poinsettia LaneThursday, July 24, 2014End Time 24-Jul1:00 AM 242:00 AM 93:00 AM 124:00 AM 115:00 AM 446:00 AM 1237:00 AM 3278:00 AM 9739:00 AM 97710:00 AM 86011:00 AM 80412:00 PM 1,0181:00 PM 1,0462:00 PM 1,2163:00 PM 1,2534:00 PM 1,4055:00 PM 1,4976:00 PM 1,5557:00 PM 1,2498:00 PM 9369:00 PM 60710:00 PM 31211:00 PM 19712:00 AM 89Total 1654402004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 3 2 12:00 222 166 00:15 3 1 12:15 200 154 00:30 2 3 12:30 214 147 00:45 19 28 17 12:45 185 821 141 608 1429 01:00 4 5 13:00 166 128 01:15 1 2 13:15 139 133 01:30 2 1 13:30 166 130 01:45 07 08 15 13:45 154 625 154 545 1170 02:00 1 1 14:00 175 147 02:15 2 2 14:15 185 185 02:30 1 1 14:30 155 196 02:45 26 04 10 14:45 152 667 216 744 1411 03:00 1 0 15:00 197 206 03:15 1 1 15:15 191 202 03:30 1 2 15:30 204 212 03:45 14 03 7 15:45 215 807 197 817 1624 04:00 0 1 16:00 218 224 04:15 2 2 16:15 239 212 04:30 2 1 16:30 237 240 04:45 37 711 18 16:45 266 960 201 877 1837 05:00 5 4 17:00 274 197 05:15 8 16 17:15 260 224 05:30 16 20 17:30 206 212 05:45 15 44 24 64 108 17:45 226 966 186 819 1785 06:00 20 24 18:00 207 182 06:15 24 41 18:15 215 199 06:30 47 80 18:30 216 186 06:45 51 142 144 289 431 18:45 154 792 122 689 1481 07:00 63 193 19:00 147 104 07:15 68 249 19:15 141 109 07:30 77 263 19:30 128 103 07:45 84 292 280 985 1277 19:45 122 538 101 417 955 08:00 105 287 20:00 104 87 08:15 93 274 20:15 85 63 08:30 98 293 20:30 60 55 08:45 114 410 287 1141 1551 20:45 65 314 52 257 571 09:00 151 176 21:00 54 53 09:15 149 220 21:15 41 39 09:30 128 163 21:30 42 65 09:45 124 552 139 698 1250 21:45 29 166 32 189 355 10:00 141 133 22:00 30 27 10:15 128 125 22:15 28 21 10:30 122 124 22:30 24 19 10:45 136 527 141 523 1050 22:45 21 103 14 81 184 11:00 125 128 23:00 14 18 11:15 127 133 23:15 19 13 11:30 141 178 23:30 11 9 11:45 169 562 169 608 1170 23:45 7 51 4 44 95 Total Vol.2562 4342 6904 6810 6087 12897 GPS Coordinates:NB SB EB WB Combined 9372 10429 19801 Split %37.1%62.9%34.9%52.8% 47.2%65.1% Peak Hour 11:45 08:00 08:00 16:30 16:00 16:30 Volume 805 1141 1551 1037 877 1899 P.H.F.0.91 0.97 0.97 0.95 0.91 0.98 PM Project#Wednesday, July 23, 2014 AM Daily Totals 14-1221-017 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 9 12:00 143 166 00:15 4 8 12:15 133 154 00:30 8 7 12:30 131 175 00:45 5241135 59 12:45 154 561 214 709 1270 01:00 2 4 13:00 152 233 01:15 1 5 13:15 166 230 01:30 0 2 13:30 154 214 01:45 14 112 16 13:45 214 686 222 899 1585 02:00 2 0 14:00 230 208 02:15 0 1 14:15 214 214 02:30 1 2 14:30 155 196 02:45 25 03 8 14:45 163 762 228 846 1608 03:00 3 1 15:00 154 200 03:15 2 2 15:15 185 188 03:30 1 3 15:30 211 185 03:45 410 28 18 15:45 222 772 214 787 1559 04:00 1 0 16:00 208 233 04:15 2 1 16:15 206 230 04:30 3 5 16:30 203 214 04:45 28 28 16 16:45 214 831 228 905 1736 05:00 5 7 17:00 244 196 05:15 7 19 17:15 241 214 05:30 11 16 17:30 239 207 05:45 10 33 20 62 95 17:45 233 957 214 831 1788 06:00 19 24 18:00 217 152 06:15 20 41 18:15 196 139 06:30 44 87 18:30 181 133 06:45 61 144 127 279 423 18:45 207 801 125 549 1350 07:00 62 170 19:00 174 124 07:15 59 238 19:15 155 111 07:30 53 256 19:30 130 104 07:45 74 248 327 991 1239 19:45 120 579 85 424 1003 08:00 95 308 20:00 104 61 08:15 100 300 20:15 85 65 08:30 116 243 20:30 60 55 08:45 123 434 238 1089 1523 20:45 58 307 54 235 542 09:00 142 208 21:00 54 74 09:15 120 196 21:15 41 60 09:30 108 193 21:30 28 32 09:45 106 476 174 771 1247 21:45 24 147 28 194 341 10:00 103 154 22:00 29 33 10:15 154 122 22:15 22 28 10:30 128 114 22:30 21 24 10:45 122 507 171 561 1068 22:45 14 86 21 106 192 11:00 131 102 23:00 19 19 11:15 154 163 23:15 13 13 11:30 175 139 23:30 8 8 11:45 163 623 166 570 1193 23:45 11 51 5 45 96 Total Vol.2516 4389 6905 6540 6530 13070 GPS Coordinates:NB SB EB WB Combined 9056 10919 19975 Split %36.4%63.6%34.6%50.0% 50.0%65.4% Peak Hour 11:15 07:30 07:45 17:00 16:00 17:00 Volume 635 1191 1563 957 905 1788 P.H.F.0.91 0.91 0.97 0.98 0.97 0.98 0 AM PM Project# Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Thursday, July 24, 2014 14-1221-017 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 5 6 0 0 12:00 183 166 0 0 00:15 4 5 0 0 12:15 167 154 0 0 00:30 5 5 0 0 12:30 173 161 0 0 00:45 3 17 7 22 0 0 0 0 38 12:45 1706911786590000 1350 01:00 3 5 0 0 13:00 159 181 0 0 01:15 1 4 0 0 13:15 153 182 0 0 01:30 1 2 0 0 13:30 160 172 0 0 01:45 1 6 1 10 0 0 0 0 16 13:45 1846561887220000 1378 02:00 2 1 0 0 14:00 203 178 0 0 02:15 1 2 0 0 14:15 200 200 0 0 02:30 1 2 0 0 14:30 155 196 0 0 02:45 2604 0 000 9 14:45 1587152227950000 1510 03:00 2 1 0 0 15:00 176 203 0 0 03:15 2 2 0 0 15:15 188 195 0 0 03:30 1 3 0 0 15:30 208 199 0 0 03:45 3716 0 000 13 15:45 2197902068020000 1592 04:00 1 1 0 0 16:00 213 229 0 0 04:15 2 2 0 0 16:15 223 221 0 0 04:30 3 3 0 0 16:30 220 227 0 0 04:45 3 8 5 10 0 0 0 0 17 16:45 2408962158910000 1787 05:00 5 6 0 0 17:00 259 197 0 0 05:15 8 18 0 0 17:15 251 219 0 0 05:30 14 18 0 0 17:30 223 210 0 0 05:45 13 39 22 63 0 0 0 0 102 17:45 2309622008250000 1787 06:00 20 24 0 0 18:00 212 167 0 0 06:15 22 41 0 0 18:15 206 169 0 0 06:30 46 84 0 0 18:30 199 160 0 0 06:45 56 143 136 284 0 0 0 0 427 18:45 1817971246190000 1416 07:00 63 182 0 0 19:00 161 114 0 0 07:15 64 244 0 0 19:15 148 110 0 0 07:30 65 260 0 0 19:30 129 104 0 0 07:45 79 270 304 988 0 0 0 0 1258 19:45 121559934210000 979 08:00 100 298 0 0 20:00 104 74 0 0 08:15 97 287 0 0 20:15 85 64 0 0 08:30 107 268 0 0 20:30 60 55 0 0 08:45 119 422 263 1115 0 0 0 0 1537 20:45 62311532460000 557 09:00 147 192 0 0 21:00 54 64 0 0 09:15 135 208 0 0 21:15 41 50 0 0 09:30 118 178 0 0 21:30 35 49 0 0 09:45 115 514 157 735 0 0 0 0 1249 21:45 27157301920000 348 10:00 122 144 0 0 22:00 30 30 0 0 10:15 141 124 0 0 22:15 25 25 0 0 10:30 125 119 0 0 22:30 23 22 0 0 10:45 129 517 156 542 0 0 0 0 1059 22:45 189518940000 188 11:00 128 115 0 0 23:00 17 19 0 0 11:15 141 148 0 0 23:15 16 13 0 0 11:30 158 159 0 0 23:30 10 9 0 0 11:45 166 593 168 589 0 0 0 0 1182 23:45 9515450000 96 Total Vol.2539 4366 6905 6675 6309 12984 GPS Coordinates:NB SB Combined 9214 10674 19888 Split %36.8%63.2%34.7%51.4% 48.6%65.3% Peak Hour 11:45 07:45 07:45 16:45 16:00 16:30 Volume 688 1156 1539 972 891 1827 P.H.F.0.94 0.95 0.97 0.94 0.97 0.97 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-017Project# Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Wednesday, July 23, 2014 Thursday, July 24, 2014 Carlsbad BoulevardBetween Avenida Encinas and La Costa AvenueWednesday, July 23, 2014End Time 23-Jul1:00 AM 172:00 AM 153:00 AM 104:00 AM 75:00 AM 186:00 AM 1087:00 AM 4318:00 AM 1,2779:00 AM 1,55110:00 AM 1,25011:00 AM 1,05012:00 PM 1,1701:00 PM 1,4292:00 PM 1,1703:00 PM 1,4114:00 PM 1,6245:00 PM 1,8376:00 PM 1,7857:00 PM 1,4818:00 PM 9559:00 PM 57110:00 PM 35511:00 PM 18412:00 AM 95Total 1980102004006008001,0001,2001,4001,6001,8002,000Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Avenida Encinas and La Costa AvenueThursday, July 24, 2014End Time 24-Jul1:00 AM 592:00 AM 163:00 AM 84:00 AM 185:00 AM 166:00 AM 957:00 AM 4238:00 AM 1,2399:00 AM 1,52310:00 AM 1,24711:00 AM 1,06812:00 PM 1,1931:00 PM 1,2702:00 PM 1,5853:00 PM 1,6084:00 PM 1,5595:00 PM 1,7366:00 PM 1,7887:00 PM 1,3508:00 PM 1,0039:00 PM 54210:00 PM 34111:00 PM 19212:00 AM 96Total 1997502004006008001,0001,2001,4001,6001,8002,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 48 25 12:00 258 319 00:15 34 18 12:15 267 280 00:30 36 10 12:30 277 290 00:45 18 136 11 64 200 12:45 265 1067 270 1159 2226 01:00 18 12 13:00 253 289 01:15 16 5 13:15 255 269 01:30 10 8 13:30 247 237 01:45 12 56 3 28 84 13:45 255 1010 302 1097 2107 02:00 16 7 14:00 299 273 02:15 12 1 14:15 325 296 02:30 6 3 14:30 348 282 02:45 13 47 10 21 68 14:45 309 1281 292 1143 2424 03:00 7 8 15:00 303 294 03:15 11 9 15:15 348 319 03:30 11 13 15:30 275 331 03:45 17 46 16 46 92 15:45 328 1254 310 1254 2508 04:00 7 30 16:00 337 318 04:15 8 28 16:15 380 304 04:30 30 27 16:30 368 310 04:45 25 70 47 132 202 16:45 360 1445 284 1216 2661 05:00 32 71 17:00 407 311 05:15 40 82 17:15 406 402 05:30 67 116 17:30 387 379 05:45 93 232 136 405 637 17:45 412 1612 303 1395 3007 06:00 82 175 18:00 342 297 06:15 128 199 18:15 348 258 06:30 171 274 18:30 367 273 06:45 239 620 317 965 1585 18:45 338 1395 240 1068 2463 07:00 194 310 19:00 283 209 07:15 257 340 19:15 285 196 07:30 307 331 19:30 301 175 07:45 360 1118 366 1347 2465 19:45 266 1135 163 743 1878 08:00 343 324 20:00 221 150 08:15 326 342 20:15 249 128 08:30 328 322 20:30 221 116 08:45 394 1391 327 1315 2706 20:45 200 891 97 491 1382 09:00 269 295 21:00 166 118 09:15 309 324 21:15 160 128 09:30 259 298 21:30 184 96 09:45 243 1080 278 1195 2275 21:45 167 677 96 438 1115 10:00 215 279 22:00 146 65 10:15 224 280 22:15 138 67 10:30 222 277 22:30 151 59 10:45 251 912 317 1153 2065 22:45 118 553 52 243 796 11:00 207 258 23:00 100 62 11:15 250 315 23:15 76 33 11:30 274 326 23:30 90 38 11:45 286 1017 319 1218 2235 23:45 55 321 21 154 475 Total Vol.6725 7889 14614 12641 10401 23042 GPS Coordinates:NB SB EB WB Combined 19366 18290 37656 Split %46.0% 54.0%38.8%54.9% 45.1%61.2% Peak Hour 08:00 07:30 07:45 17:00 17:00 17:00 Volume 1391 1363 2711 1612 1395 3007 P.H.F.0.88 0.93 0.93 0.98 0.87 0.93 PM Project#Wednesday, July 30, 2014 AM Daily Totals 14-1221-018 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 La Costa Ave. btwn. Piraeus St. & Saxony Rd. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 55 24 12:00 295 309 00:15 60 17 12:15 276 282 00:30 40 21 12:30 287 279 00:45 36 191 9 71 262 12:45 270 1128 278 1148 2276 01:00 34 10 13:00 304 229 01:15 19 8 13:15 298 288 01:30 20 4 13:30 320 291 01:45 16 89 7 29 118 13:45 298 1220 280 1088 2308 02:00 19 9 14:00 279 272 02:15 17 11 14:15 320 241 02:30 11 4 14:30 327 280 02:45 11 58 6 30 88 14:45 311 1237 293 1086 2323 03:00 9 8 15:00 301 279 03:15 9 12 15:15 307 286 03:30 22 8 15:30 334 372 03:45 14 54 19 47 101 15:45 316 1258 296 1233 2491 04:00 13 21 16:00 335 301 04:15 12 27 16:15 363 362 04:30 28 37 16:30 309 308 04:45 26 79 53 138 217 16:45 391 1398 290 1261 2659 05:00 35 53 17:00 369 312 05:15 50 96 17:15 402 359 05:30 66 109 17:30 386 358 05:45 101 252 137 395 647 17:45 428 1585 319 1348 2933 06:00 94 171 18:00 362 332 06:15 129 203 18:15 385 283 06:30 178 272 18:30 361 262 06:45 218 619 280 926 1545 18:45 313 1421 231 1108 2529 07:00 212 305 19:00 299 240 07:15 244 328 19:15 327 224 07:30 288 334 19:30 280 164 07:45 308 1052 367 1334 2386 19:45 243 1149 141 769 1918 08:00 279 315 20:00 275 142 08:15 312 348 20:15 291 133 08:30 289 333 20:30 225 121 08:45 329 1209 321 1317 2526 20:45 229 1020 110 506 1526 09:00 279 325 21:00 218 108 09:15 282 307 21:15 186 108 09:30 250 295 21:30 175 72 09:45 276 1087 293 1220 2307 21:45 160 739 86 374 1113 10:00 255 295 22:00 137 78 10:15 258 290 22:15 144 83 10:30 250 315 22:30 118 73 10:45 256 1019 291 1191 2210 22:45 99 498 64 298 796 11:00 258 281 23:00 82 48 11:15 229 312 23:15 70 37 11:30 251 322 23:30 68 39 11:45 260 998 299 1214 2212 23:45 73 293 26 150 443 Total Vol.6707 7912 14619 12946 10369 23315 GPS Coordinates:NB SB EB WB Combined 19653 18281 37934 Split %45.9% 54.1%38.5%55.5% 44.5%61.5% Peak Hour 08:00 07:30 07:30 17:00 17:15 17:15 Volume 1209 1364 2551 1585 1368 2946 P.H.F.0.92 0.93 0.94 0.93 0.95 0.97 0 AM PM Project# La Costa Ave. btwn. Piraeus St. & Saxony Rd. Thursday, July 31, 2014 14-1221-018 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 52 25 12:00 0 0 277 314 00:15 0 0 47 18 12:15 0 0 272 281 00:30 0 0 38 16 12:30 0 0 282 285 00:45 0 0 0 0 27 164 10 68 231 12:45 00002681098 274 1154 2251 01:00 0 0 26 11 13:00 0 0 279 259 01:15 0 0 18 7 13:15 0 0 277 279 01:30 0 0 15 6 13:30 0 0 284 264 01:45 0 0 0 0 14 73 5 29 101 13:45 00002771115 291 1093 2208 02:00 0 0 18 8 14:00 0 0 289 273 02:15 0 0 15 6 14:15 0 0 323 269 02:30 0 0 9 4 14:30 0 0 338 281 02:45 0 0 0 0 12 53 8 26 78 14:45 00003101259 293 1115 2374 03:00 0 0 8 8 15:00 0 0 302 287 03:15 0 0 10 11 15:15 0 0 328 303 03:30 0 0 17 11 15:30 0 0 305 352 03:45 0 0 0 0 16 501847 97 15:45 00003221256 303 1244 2500 04:00 0 0 10 26 16:00 0 0 336 310 04:15 0 0 10 28 16:15 0 0 372 333 04:30 0 0 29 32 16:30 0 0 339 309 04:45 0 0 0 0 26 75 50 135 210 16:45 00003761422 287 1239 2660 05:00 0 0 34 62 17:00 0 0 388 312 05:15 0 0 45 89 17:15 0 0 404 381 05:30 0 0 67 113 17:30 0 0 387 369 05:45 0 0 0 0 97 242 137 400 642 17:45 00004201599 311 1372 2970 06:00 0 0 88 173 18:00 0 0 352 315 06:15 0 0 129 201 18:15 0 0 367 271 06:30 0 0 175 273 18:30 0 0 364 268 06:45 0 0 0 0 229 620 299 946 1565 18:45 00003261408 236 1088 2496 07:00 0 0 203 308 19:00 0 0 291 225 07:15 0 0 251 334 19:15 0 0 306 210 07:30 0 0 298 333 19:30 0 0 291 170 07:45 0 0 0 0 334 1085 367 1341 2426 19:45 00002551142 152 756 1898 08:00 0 0 311 320 20:00 0 0 248 146 08:15 0 0 319 345 20:15 0 0 270 131 08:30 0 0 309 328 20:30 0 0 223 119 08:45 0 0 0 0 362 1300 324 1316 2616 20:45 0000215956104499 1454 09:00 0 0 274 310 21:00 0 0 192 113 09:15 0 0 296 316 21:15 0 0 173 118 09:30 0 0 255 297 21:30 0 0 180 84 09:45 0 0 0 0 260 1084 286 1208 2291 21:45 000016470891406 1114 10:00 0 0 235 287 22:00 0 0 142 72 10:15 0 0 241 285 22:15 0 0 141 75 10:30 0 0 236 296 22:30 0 0 135 66 10:45 0 0 0 0 254 966 304 1172 2138 22:45 000010952658271 796 11:00 0 0 233 270 23:00 0 0 91 55 11:15 0 0 240 314 23:15 0 0 73 35 11:30 0 0 263 324 23:30 0 0 79 39 11:45 0 0 0 0 273 1008 309 1216 2224 23:45 00006430724152 459 Total Vol.6716 7901 14617 12794 10385 23179 GPS Coordinates:NB SB Combined 19510 18286 37795 Split %45.9% 54.1%38.7%55.2% 44.8%61.3% Peak Hour 08:00 07:30 07:45 17:00 17:15 17:00 Volume 1300 1364 2631 1599 1375 2970 P.H.F.0.90 0.93 0.94 0.95 0.90 0.95 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-018Project# La Costa Ave. btwn. Piraeus St. & Saxony Rd. Wednesday, July 30, 2014 Thursday, July 31, 2014 La Costa AvenueBetween Piraeus Street and Saxony RoadWednesday, July 30, 2014End Time 30-Jul1:00 AM 2002:00 AM 843:00 AM 684:00 AM 925:00 AM 2026:00 AM 6377:00 AM 1,5858:00 AM 2,4659:00 AM 2,70610:00 AM 2,27511:00 AM 2,06512:00 PM 2,2351:00 PM 2,2262:00 PM 2,1073:00 PM 2,4244:00 PM 2,5085:00 PM 2,6616:00 PM 3,0077:00 PM 2,4638:00 PM 1,8789:00 PM 1,38210:00 PM 1,11511:00 PM 79612:00 AM 475Total 3765605001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot La Costa AvenueBetween Piraeus Street and Saxony RoadThursday, July 31, 2014End Time 31-Jul1:00 AM 2622:00 AM 1183:00 AM 884:00 AM 1015:00 AM 2176:00 AM 6477:00 AM 1,5458:00 AM 2,3869:00 AM 2,52610:00 AM 2,30711:00 AM 2,21012:00 PM 2,2121:00 PM 2,2762:00 PM 2,3083:00 PM 2,3234:00 PM 2,4915:00 PM 2,6596:00 PM 2,9337:00 PM 2,5298:00 PM 1,9189:00 PM 1,52610:00 PM 1,11311:00 PM 79612:00 AM 443Total 3793405001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 9 12:00 103 87 00:15 7 7 12:15 85 86 00:30 5 6 12:30 86 99 00:45 9 29 2 24 53 12:45 99 373 90 362 735 01:00 6 3 13:00 103 79 01:15 3 2 13:15 104 81 01:30 2 4 13:30 104 97 01:45 5 16 2 11 27 13:45 100 411 94 351 762 02:00 2 5 14:00 108 81 02:15 4 1 14:15 87 97 02:30 1 2 14:30 85 75 02:45 5 12 2 10 22 14:45 106 386 87 340 726 03:00 2 3 15:00 122 108 03:15 3 2 15:15 121 83 03:30 2 2 15:30 123 99 03:45 18 512 20 15:45 128 494 131 421 915 04:00 4 4 16:00 154 78 04:15 1 3 16:15 185 93 04:30 5 6 16:30 166 97 04:45 6161124 40 16:45 165 670 70 338 1008 05:00 11 20 17:00 174 100 05:15 10 20 17:15 145 101 05:30 8 27 17:30 152 97 05:45 16 45 44 111 156 17:45 155 626 91 389 1015 06:00 20 39 18:00 154 76 06:15 24 68 18:15 143 100 06:30 41 85 18:30 139 82 06:45 45 130 98 290 420 18:45 133 569 62 320 889 07:00 50 108 19:00 120 62 07:15 58 115 19:15 104 69 07:30 57 119 19:30 100 66 07:45 77 242 143 485 727 19:45 85 409 47 244 653 08:00 89 120 20:00 66 43 08:15 69 130 20:15 60 51 08:30 99 120 20:30 65 39 08:45 90 347 105 475 822 20:45 57 248 45 178 426 09:00 87 105 21:00 58 34 09:15 75 102 21:15 57 41 09:30 58 103 21:30 45 44 09:45 59 279 85 395 674 21:45 50 210 22 141 351 10:00 93 90 22:00 52 39 10:15 66 94 22:15 41 14 10:30 60 93 22:30 42 10 10:45 65 284 98 375 659 22:45 29 164 14 77 241 11:00 88 96 23:00 28 15 11:15 88 86 23:15 25 12 11:30 100 104 23:30 24 12 11:45 87 363 96 382 745 23:45 21 98 4 43 141 Total Vol.1771 2594 4365 4658 3204 7862 GPS Coordinates:NB SB EB WB Combined 6429 5798 12227 Split %40.6% 59.4%35.7%59.2% 40.8%64.3% Peak Hour 11:15 07:45 07:45 16:15 15:00 16:15 Volume 378 513 847 690 421 1050 P.H.F.0.92 0.90 0.96 0.93 0.80 0.94 PM Project#Tuesday, July 29, 2014 AM Daily Totals 14-1221-019 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 La Costa Ave. btwn. Romeria St. & Cadencia St. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 16 13 12:00 82 87 00:15 13 4 12:15 88 84 00:30 8 5 12:30 103 87 00:45 5 42 5 27 69 12:45 100 373 93 351 724 01:00 9 4 13:00 104 77 01:15 6 0 13:15 87 87 01:30 3 1 13:30 85 81 01:45 220 1 6 26 13:45 88 364 75 320 684 02:00 5 1 14:00 96 90 02:15 4 3 14:15 103 60 02:30 7 1 14:30 101 105 02:45 420 4 9 29 14:45 108 408 94 349 757 03:00 8 4 15:00 122 92 03:15 5 3 15:15 123 92 03:30 2 1 15:30 131 109 03:45 116 1 9 25 15:45 125 501 102 395 896 04:00 1 4 16:00 154 88 04:15 0 3 16:15 147 100 04:30 8 9 16:30 145 96 04:45 5141531 45 16:45 152 598 95 379 977 05:00 9 16 17:00 139 75 05:15 13 34 17:15 166 99 05:30 28 22 17:30 154 90 05:45 24 74 40 112 186 17:45 147 606 95 359 965 06:00 41 49 18:00 141 89 06:15 45 60 18:15 128 74 06:30 39 79 18:30 122 75 06:45 66 191 82 270 461 18:45 117 508 73 311 819 07:00 60 103 19:00 114 64 07:15 65 115 19:15 103 83 07:30 57 122 19:30 85 65 07:45 74 256 134 474 730 19:45 66 368 50 262 630 08:00 85 100 20:00 60 44 08:15 69 124 20:15 65 36 08:30 99 123 20:30 85 50 08:45 88 341 131 478 819 20:45 75 285 38 168 453 09:00 80 114 21:00 59 47 09:15 87 100 21:15 60 36 09:30 75 95 21:30 58 37 09:45 76 318 103 412 730 21:45 57 234 23 143 377 10:00 96 84 22:00 54 39 10:15 98 92 22:15 41 22 10:30 87 104 22:30 42 22 10:45 74 355 104 384 739 22:45 28 165 13 96 261 11:00 78 101 23:00 24 18 11:15 93 90 23:15 21 9 11:30 99 117 23:30 14 15 11:45 80 350 114 422 772 23:45 18 77 11 53 130 Total Vol.1997 2634 4631 4487 3186 7673 GPS Coordinates:NB SB EB WB Combined 6484 5820 12304 Split %43.1% 56.9%37.6%58.5% 41.5%62.4% Peak Hour 09:45 08:15 08:15 16:45 15:30 17:15 Volume 357 492 828 611 399 981 P.H.F.0.91 0.94 0.93 0.92 0.92 0.93 0 AM PM Project# La Costa Ave. btwn. Romeria St. & Cadencia St. Wednesday, July 30, 2014 14-1221-019 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 12 11 12:00 0 0 93 87 00:15 0 0 10 6 12:15 0 0 87 85 00:30 0 0 7 6 12:30 0 0 95 93 00:45 0000 73642661 12:45 000010037392357 730 01:00 0 0 8 4 13:00 0 0 104 78 01:15 0 0 5 1 13:15 0 0 96 84 01:30 0 0 3 3 13:30 0 0 95 89 01:45 0 0 0 0 4 18 2 9 27 13:45 00009438885336 723 02:00 0 0 4 3 14:00 0 0 102 86 02:15 0 0 4 2 14:15 0 0 95 79 02:30 0 0 4 2 14:30 0 0 93 90 02:45 0000 51631026 14:45 000010739791345 742 03:00 0 0 5 4 15:00 0 0 122 100 03:15 0 0 4 3 15:15 0 0 122 88 03:30 0 0 2 2 15:30 0 0 127 104 03:45 0000 11231123 15:45 0000127498117408 906 04:00 0 0 3 4 16:00 0 0 154 83 04:15 0 0 1 3 16:15 0 0 166 97 04:30 0 0 7 8 16:30 0 0 156 97 04:45 0 0 0 0 6 15 13 28 43 16:45 000015963483359 993 05:00 0 0 10 18 17:00 0 0 157 88 05:15 0 0 12 27 17:15 0 0 156 100 05:30 0 0 18 25 17:30 0 0 153 94 05:45 0 0 0 0 20 60 42 112 171 17:45 000015161693374 990 06:00 0 0 31 44 18:00 0 0 148 83 06:15 0 0 35 64 18:15 0 0 136 87 06:30 0 0 40 82 18:30 0 0 131 79 06:45 0 0 0 0 56 161 90 280 441 18:45 000012553968316 854 07:00 0 0 55 106 19:00 0 0 117 63 07:15 0 0 62 115 19:15 0 0 104 76 07:30 0 0 57 121 19:30 0 0 93 66 07:45 0 0 0 0 76 249 139 480 729 19:45 00007638949253 642 08:00 0 0 87 110 20:00 0 0 63 44 08:15 0 0 69 127 20:15 0 0 63 44 08:30 0 0 99 122 20:30 0 0 75 45 08:45 0 0 0 0 89 344 118 477 821 20:45 00006626742173 440 09:00 0 0 84 110 21:00 0 0 59 41 09:15 0 0 81 101 21:15 0 0 59 39 09:30 0 0 67 99 21:30 0 0 52 41 09:45 0 0 0 0 68 299 94 404 702 21:45 00005422223142 364 10:00 0 0 95 87 22:00 0 0 53 39 10:15 0 0 82 93 22:15 0 0 41 18 10:30 0 0 74 99 22:30 0 0 42 16 10:45 0 0 0 0 70 320 101 380 699 22:45 0000291651487 251 11:00 0 0 83 99 23:00 0 0 26 17 11:15 0 0 91 88 23:15 0 0 23 11 11:30 0 0 100 111 23:30 0 0 19 14 11:45 0 0 0 0 84 357 105 402 759 23:45 00002088848 136 Total Vol.1884 2614 4498 4573 3195 7768 GPS Coordinates:NB SB Combined 6457 5809 12266 Split %41.9% 58.1%36.7%58.9% 41.1%63.3% Peak Hour 11:15 07:45 07:45 16:15 15:00 16:15 Volume 366 497 828 637 408 1000 P.H.F.0.92 0.90 0.94 0.96 0.88 0.95 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-019Project# La Costa Ave. btwn. Romeria St. & Cadencia St. Tuesday, July 29, 2014 Wednesday, July 30, 2014 La Costa AvenueBetween Romeria Street and Cadencia StreetTuesday, July 29, 2014End Time 29-Jul1:00 AM 532:00 AM 273:00 AM 224:00 AM 205:00 AM 406:00 AM 1567:00 AM 4208:00 AM 7279:00 AM 82210:00 AM 67411:00 AM 65912:00 PM 7451:00 PM 7352:00 PM 7623:00 PM 7264:00 PM 9155:00 PM 1,0086:00 PM 1,0157:00 PM 8898:00 PM 6539:00 PM 42610:00 PM 35111:00 PM 24112:00 AM 141Total 1222702004006008001,0001,200Total Volume (Both Directions)24-Hour Volume Plot La Costa AvenueBetween Romeria Street and Cadencia StreetWednesday, July 30, 2014End Time 30-Jul1:00 AM 692:00 AM 263:00 AM 294:00 AM 255:00 AM 456:00 AM 1867:00 AM 4618:00 AM 7309:00 AM 81910:00 AM 73011:00 AM 73912:00 PM 7721:00 PM 7242:00 PM 6843:00 PM 7574:00 PM 8965:00 PM 9776:00 PM 9657:00 PM 8198:00 PM 6309:00 PM 45310:00 PM 37711:00 PM 26112:00 AM 130Total 1230402004006008001,0001,200Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 22 12:00 209 229 00:15 18 18 12:15 196 232 00:30 9 14 12:30 243 215 00:45 14 70 12 66 136 12:45 217 865 202 878 1743 01:00 10 13 13:00 184 206 01:15 9 9 13:15 215 203 01:30 6 10 13:30 212 229 01:45 5 30 6 38 68 13:45 202 813 200 838 1651 02:00 6 6 14:00 247 195 02:15 3 7 14:15 249 213 02:30 6 9 14:30 207 247 02:45 5201840 60 14:45 265 968 223 878 1846 03:00 7 5 15:00 247 232 03:15 7 3 15:15 322 243 03:30 2 13 15:30 279 221 03:45 10 26 26 47 73 15:45 316 1164 240 936 2100 04:00 7 12 16:00 298 228 04:15 6 25 16:15 288 235 04:30 6 27 16:30 358 276 04:45 13 32 37 101 133 16:45 299 1243 288 1027 2270 05:00 17 32 17:00 315 282 05:15 40 52 17:15 330 285 05:30 45 74 17:30 331 282 05:45 65 167 116 274 441 17:45 279 1255 242 1091 2346 06:00 53 133 18:00 270 233 06:15 84 209 18:15 249 187 06:30 92 291 18:30 275 200 06:45 126 355 290 923 1278 18:45 190 984 174 794 1778 07:00 112 317 19:00 228 153 07:15 147 303 19:15 165 134 07:30 185 338 19:30 171 145 07:45 203 647 305 1263 1910 19:45 146 710 136 568 1278 08:00 200 282 20:00 137 107 08:15 213 353 20:15 146 134 08:30 236 311 20:30 122 120 08:45 214 863 321 1267 2130 20:45 102 507 114 475 982 09:00 190 246 21:00 125 112 09:15 152 269 21:15 94 99 09:30 226 218 21:30 88 90 09:45 170 738 221 954 1692 21:45 81 388 78 379 767 10:00 189 221 22:00 78 72 10:15 160 197 22:15 82 48 10:30 176 227 22:30 50 48 10:45 197 722 218 863 1585 22:45 60 270 39 207 477 11:00 176 219 23:00 53 57 11:15 162 209 23:15 52 44 11:30 239 215 23:30 40 15 11:45 230 807 216 859 1666 23:45 34 179 17 133 312 Total Vol.4477 6695 11172 9346 8204 17550 GPS Coordinates:NB SB EB WB Combined 13823 14899 28722 Split %40.1%59.9%38.9%53.3% 46.7%61.1% Peak Hour 11:45 07:30 08:00 16:30 16:45 16:30 Volume 878 1278 2130 1302 1137 2433 P.H.F.0.90 0.91 0.94 0.91 0.99 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Rancho Santa Fe. Rd. btwn. La Costa Meadows Dr. & PM Project# San Elijo Rd. Tuesday, July 29, 2014 AM Daily Totals 14-1221-020 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 26 27 12:00 204 206 00:15 26 15 12:15 210 222 00:30 16 15 12:30 205 213 00:45 14 82 14 71 153 12:45 215 834 208 849 1683 01:00 16 7 13:00 216 183 01:15 11 7 13:15 194 222 01:30 10 6 13:30 212 201 01:45 6 43 8 28 71 13:45 224 846 202 808 1654 02:00 7 2 14:00 237 211 02:15 8 8 14:15 220 215 02:30 1 7 14:30 253 217 02:45 4 20 7 24 44 14:45 249 959 220 863 1822 03:00 9 7 15:00 266 182 03:15 3 8 15:15 307 259 03:30 6 15 15:30 282 243 03:45 9271040 67 15:45 318 1173 248 932 2105 04:00 8 11 16:00 306 258 04:15 7 17 16:15 278 273 04:30 16 39 16:30 291 265 04:45 18 49 34 101 150 16:45 369 1244 282 1078 2322 05:00 15 35 17:00 281 308 05:15 30 56 17:15 341 284 05:30 32 70 17:30 288 274 05:45 61 138 130 291 429 17:45 327 1237 274 1140 2377 06:00 59 132 18:00 292 225 06:15 66 212 18:15 270 198 06:30 99 256 18:30 277 216 06:45 142 366 281 881 1247 18:45 200 1039 178 817 1856 07:00 122 326 19:00 212 182 07:15 142 344 19:15 155 144 07:30 186 357 19:30 167 161 07:45 209 659 311 1338 1997 19:45 170 704 121 608 1312 08:00 197 272 20:00 151 121 08:15 215 311 20:15 153 141 08:30 220 282 20:30 143 99 08:45 245 877 346 1211 2088 20:45 94 541 113 474 1015 09:00 168 234 21:00 130 113 09:15 172 265 21:15 110 105 09:30 201 246 21:30 112 85 09:45 184 725 241 986 1711 21:45 90 442 97 400 842 10:00 160 242 22:00 91 78 10:15 217 234 22:15 85 64 10:30 181 206 22:30 69 60 10:45 185 743 238 920 1663 22:45 57 302 57 259 561 11:00 211 225 23:00 50 50 11:15 169 230 23:15 56 42 11:30 193 208 23:30 36 32 11:45 229 802 227 890 1692 23:45 31 173 38 162 335 Total Vol.4531 6781 11312 9494 8390 17884 GPS Coordinates:NB SB EB WB Combined 14025 15171 29196 Split %40.1%59.9%38.7%53.1% 46.9%61.3% Peak Hour 08:00 07:00 08:00 16:30 16:45 16:45 Volume 877 1338 2088 1282 1148 2427 P.H.F.0.89 0.94 0.88 0.87 0.93 0.93 0 AM PM Project# Rancho Santa Fe. Rd. btwn. La Costa Meadows Dr. & Wednesday, July 30, 2014 San Elijo Rd. 14-1221-020 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 25 0 0 12:00 207 218 0 0 00:15 22 17 0 0 12:15 203 227 0 0 00:30 13 15 0 0 12:30 224 214 0 0 00:45 14 76 13 69 0 0 0 0 145 12:45 2168502058640000 1713 01:00 13 10 0 0 13:00 200 195 0 0 01:15 10 8 0 0 13:15 205 213 0 0 01:30 8 8 0 0 13:30 212 215 0 0 01:45 6 37 7 33 0 0 0 0 70 13:45 2138302018230000 1653 02:00 7 4 0 0 14:00 242 203 0 0 02:15 6 8 0 0 14:15 235 214 0 0 02:30 4 8 0 0 14:30 230 232 0 0 02:45 5201332 0 000 52 14:45 2579642228710000 1834 03:00 8 6 0 0 15:00 257 207 0 0 03:15 5 6 0 0 15:15 315 251 0 0 03:30 4 14 0 0 15:30 281 232 0 0 03:45 10 27 18 44 0 0 0 0 70 15:45 317 1169 244 934 0000 2103 04:00 8 12 0 0 16:00 302 243 0 0 04:15 7 21 0 0 16:15 283 254 0 0 04:30 11 33 0 0 16:30 325 271 0 0 04:45 16 41 36 101 0 0 0 0 142 16:45 334 1244 285 1053 0000 2296 05:00 16 34 0 0 17:00 298 295 0 0 05:15 35 54 0 0 17:15 336 285 0 0 05:30 39 72 0 0 17:30 310 278 0 0 05:45 63 153 123 283 0 0 0 0 435 17:45 303 1246 258 1116 0000 2362 06:00 56 133 0 0 18:00 281 229 0 0 06:15 75 211 0 0 18:15 260 193 0 0 06:30 96 274 0 0 18:30 276 208 0 0 06:45 134 361 286 902 0 0 0 0 1263 18:45 195 1012 176 806 0000 1817 07:00 117 322 0 0 19:00 220 168 0 0 07:15 145 324 0 0 19:15 160 139 0 0 07:30 186 348 0 0 19:30 169 153 0 0 07:45 206 653 308 1301 0 0 0 0 1954 19:45 1587071295880000 1295 08:00 199 277 0 0 20:00 144 114 0 0 08:15 214 332 0 0 20:15 150 138 0 0 08:30 228 297 0 0 20:30 133 110 0 0 08:45 230 870 334 1239 0 0 0 0 2109 20:45 985241144750000 999 09:00 179 240 0 0 21:00 128 113 0 0 09:15 162 267 0 0 21:15 102 102 0 0 09:30 214 232 0 0 21:30 100 88 0 0 09:45 177 732 231 970 0 0 0 0 1702 21:45 86415883900000 805 10:00 175 232 0 0 22:00 85 75 0 0 10:15 189 216 0 0 22:15 84 56 0 0 10:30 179 217 0 0 22:30 60 54 0 0 10:45 191 733 228 892 0 0 0 0 1624 22:45 59286482330000 519 11:00 194 222 0 0 23:00 52 54 0 0 11:15 166 220 0 0 23:15 54 43 0 0 11:30 216 212 0 0 23:30 38 24 0 0 11:45 230 805 222 875 0 0 0 0 1679 23:45 33176281480000 324 Total Vol.4504 6738 11242 9420 8297 17717 GPS Coordinates:NB SB Combined 13924 15035 28959 Split %40.1%59.9%38.8%53.2% 46.8%61.2% Peak Hour 08:00 07:00 08:00 16:30 16:45 16:30 Volume 870 1301 2109 1292 1143 2427 P.H.F.0.95 0.94 0.94 0.96 0.97 0.98 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-020Project# San Elijo Rd. Rancho Santa Fe. Rd. btwn. La Costa Meadows Dr. & Tuesday, July 29, 2014 Wednesday, July 30, 2014 Rancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadTuesday, July 29, 2014End Time 29-Jul1:00 AM 1362:00 AM 683:00 AM 604:00 AM 735:00 AM 1336:00 AM 4417:00 AM 1,2788:00 AM 1,9109:00 AM 2,13010:00 AM 1,69211:00 AM 1,58512:00 PM 1,6661:00 PM 1,7432:00 PM 1,6513:00 PM 1,8464:00 PM 2,1005:00 PM 2,2706:00 PM 2,3467:00 PM 1,7788:00 PM 1,2789:00 PM 98210:00 PM 76711:00 PM 47712:00 AM 312Total 2872205001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot Rancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadWednesday, July 30, 2014End Time 30-Jul1:00 AM 1532:00 AM 713:00 AM 444:00 AM 675:00 AM 1506:00 AM 4297:00 AM 1,2478:00 AM 1,9979:00 AM 2,08810:00 AM 1,71111:00 AM 1,66312:00 PM 1,6921:00 PM 1,6832:00 PM 1,6543:00 PM 1,8224:00 PM 2,1055:00 PM 2,3226:00 PM 2,3777:00 PM 1,8568:00 PM 1,3129:00 PM 1,01510:00 PM 84211:00 PM 56112:00 AM 335Total 2919605001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 19 12:00 188 185 00:15 20 13 12:15 196 214 00:30 21 11 12:30 187 200 00:45 14 74 7 50 124 12:45 185 756 206 805 1561 01:00 19 4 13:00 214 214 01:15 8 8 13:15 222 185 01:30 5 5 13:30 205 199 01:45 5 37 6 23 60 13:45 241 882 165 763 1645 02:00 7 3 14:00 236 214 02:15 4 2 14:15 258 200 02:30 8 5 14:30 244 188 02:45 5 24 4 14 38 14:45 241 979 187 789 1768 03:00 3 7 15:00 214 176 03:15 2 4 15:15 208 163 03:30 5 2 15:30 206 214 03:45 2 12 1 14 26 15:45 214 842 214 767 1609 04:00 4 19 16:00 233 208 04:15 7 20 16:15 230 214 04:30 19 24 16:30 258 222 04:45 20 50 21 84 134 16:45 241 962 205 849 1811 05:00 24 25 17:00 228 214 05:15 28 41 17:15 248 252 05:30 26 45 17:30 296 236 05:45 55 133 85 196 329 17:45 233 1005 208 910 1915 06:00 50 136 18:00 258 214 06:15 74 125 18:15 244 185 06:30 102 154 18:30 214 166 06:45 139 365 174 589 954 18:45 185 901 139 704 1605 07:00 148 155 19:00 174 133 07:15 142 185 19:15 152 122 07:30 171 205 19:30 139 120 07:45 202 663 214 759 1422 19:45 133 598 104 479 1077 08:00 231 214 20:00 128 85 08:15 239 241 20:15 154 55 08:30 225 233 20:30 141 50 08:45 231 926 230 918 1844 20:45 122 545 54 244 789 09:00 231 214 21:00 120 41 09:15 202 185 21:15 104 45 09:30 166 166 21:30 105 50 09:45 214 813 187 752 1565 21:45 85 414 54 190 604 10:00 200 214 22:00 60 41 10:15 214 222 22:15 54 29 10:30 185 208 22:30 41 33 10:45 166 765 214 858 1623 22:45 42 197 28 131 328 11:00 154 196 23:00 50 24 11:15 175 188 23:15 41 21 11:30 185 214 23:30 28 14 11:45 187 701 242 840 1541 23:45 21 140 19 78 218 Total Vol.4563 5097 9660 8221 6709 14930 GPS Coordinates:NB SB EB WB Combined 12784 11806 24590 Split %47.2% 52.8%39.3%55.1% 44.9%60.7% Peak Hour 08:00 08:00 08:00 17:15 17:00 17:15 Volume 926 918 1844 1035 910 1945 P.H.F.0.97 0.95 0.96 0.87 0.90 0.91 PM Project#Wednesday, July 23, 2014 AM Daily Totals 14-1221-021 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Poinsettia Ln. btwn. Paseo Del Norte & Batiquitos Dr. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 17 12:00 196 177 00:15 20 11 12:15 155 185 00:30 21 10 12:30 214 211 00:45 14 74 14 52 126 12:45 222 787 212 785 1572 01:00 16 8 13:00 208 208 01:15 13 5 13:15 241 214 01:30 8 9 13:30 236 185 01:45 5 42 6 28 70 13:45 222 907 166 773 1680 02:00 9 3 14:00 208 154 02:15 6 2 14:15 214 175 02:30 3 5 14:30 185 188 02:45 2 20 4 14 34 14:45 199 806 214 731 1537 03:00 5 7 15:00 214 236 03:15 4 4 15:15 222 258 03:30 7 8 15:30 236 244 03:45 4 20 5 24 44 15:45 258 930 241 979 1909 04:00 8 16 16:00 214 236 04:15 9 20 16:15 222 228 04:30 16 24 16:30 205 214 04:45 20 53 29 89 142 16:45 241 882 244 922 1804 05:00 24 41 17:00 239 236 05:15 28 42 17:15 258 285 05:30 54 50 17:30 277 300 05:45 41 147 74 207 354 17:45 285 1059 258 1079 2138 06:00 75 78 18:00 314 252 06:15 80 133 18:15 258 241 06:30 96 154 18:30 214 185 06:45 130 381 169 534 915 18:45 236 1022 166 844 1866 07:00 128 185 19:00 228 139 07:15 141 187 19:15 214 133 07:30 152 214 19:30 185 120 07:45 214 635 222 808 1443 19:45 166 793 104 496 1289 08:00 200 214 20:00 139 101 08:15 201 208 20:15 133 85 08:30 241 241 20:30 125 66 08:45 258 900 239 902 1802 20:45 154 551 60 312 863 09:00 241 214 21:00 147 54 09:15 200 185 21:15 141 41 09:30 196 166 21:30 106 42 09:45 214 851 154 719 1570 21:45 111 505 28 165 670 10:00 222 175 22:00 104 33 10:15 185 152 22:15 85 30 10:30 166 196 22:30 66 32 10:45 154 727 214 737 1464 22:45 60 315 28 123 438 11:00 174 222 23:00 65 24 11:15 155 208 23:15 58 21 11:30 163 241 23:30 28 14 11:45 169 661 236 907 1568 23:45 24 175 19 78 253 Total Vol.4511 5021 9532 8732 7287 16019 GPS Coordinates:NB SB EB WB Combined 13243 12308 25551 Split %47.3% 52.7%37.3%54.5% 45.5%62.7% Peak Hour 08:15 11:00 08:15 17:15 17:15 17:15 Volume 941 907 1843 1134 1095 2229 P.H.F.0.91 0.94 0.93 0.90 0.91 0.97 0 AM PM Project# Poinsettia Ln. btwn. Paseo Del Norte & Batiquitos Dr. Thursday, July 24, 2014 14-1221-021 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 19 18 12:00 0 0 192 181 00:15 0 0 20 12 12:15 0 0 176 200 00:30 0 0 21 11 12:30 0 0 201 206 00:45 0 0 0 0 14 741151 125 12:45 0000204772209795 1567 01:00 0 0 18 6 13:00 0 0 211 211 01:15 0 0 11 7 13:15 0 0 232 200 01:30 0 0 7 7 13:30 0 0 221 192 01:45 0000 54062665 13:45 0000232895166768 1663 02:00 0 0 8 3 14:00 0 0 222 184 02:15 0 0 5 2 14:15 0 0 236 188 02:30 0 0 6 5 14:30 0 0 215 188 02:45 0000 42241436 14:45 0000220893201760 1653 03:00 0 0 4 7 15:00 0 0 214 206 03:15 0 0 3 4 15:15 0 0 215 211 03:30 0 0 6 5 15:30 0 0 221 229 03:45 0000 31631935 15:45 0000236886228873 1759 04:00 0 0 6 18 16:00 0 0 224 222 04:15 0 0 8 20 16:15 0 0 226 221 04:30 0 0 18 24 16:30 0 0 232 218 04:45 0 0 0 0 20 522587 138 16:45 0000241922225886 1808 05:00 0 0 24 33 17:00 0 0 234 225 05:15 0 0 28 42 17:15 0 0 253 269 05:30 0 0 40 48 17:30 0 0 287 268 05:45 0 0 0 0 48 140 80 202 342 17:45 00002591032 233 995 2027 06:00 0 0 63 107 18:00 0 0 286 233 06:15 0 0 77 129 18:15 0 0 251 213 06:30 0 0 99 154 18:30 0 0 214 176 06:45 0 0 0 0 135 373 172 562 935 18:45 0000211962153774 1736 07:00 0 0 138 170 19:00 0 0 201 136 07:15 0 0 142 186 19:15 0 0 183 128 07:30 0 0 162 210 19:30 0 0 162 120 07:45 0 0 0 0 208 649 218 784 1433 19:45 0000150696104488 1183 08:00 0 0 216 214 20:00 0 0 134 93 08:15 0 0 220 225 20:15 0 0 144 70 08:30 0 0 233 237 20:30 0 0 133 58 08:45 0 0 0 0 245 913 235 910 1823 20:45 000013854857278 826 09:00 0 0 236 214 21:00 0 0 134 48 09:15 0 0 201 185 21:15 0 0 123 43 09:30 0 0 181 166 21:30 0 0 106 46 09:45 0 0 0 0 214 832 171 736 1568 21:45 00009846041178 637 10:00 0 0 211 195 22:00 0 0 82 37 10:15 0 0 200 187 22:15 0 0 70 30 10:30 0 0 176 202 22:30 0 0 54 33 10:45 0 0 0 0 160 746 214 798 1544 22:45 00005125628127 383 11:00 0 0 164 209 23:00 0 0 58 24 11:15 0 0 165 198 23:15 0 0 50 21 11:30 0 0 174 228 23:30 0 0 28 14 11:45 0 0 0 0 178 681 239 874 1555 23:45 0000231581978 236 Total Vol.4537 5059 9596 8477 6998 15475 GPS Coordinates:NB SB Combined 13014 12057 25071 Split %47.3% 52.7%38.3%54.8% 45.2%61.7% Peak Hour 08:15 08:00 08:15 17:15 17:15 17:15 Volume 934 910 1844 1085 1003 2087 P.H.F.0.95 0.96 0.96 0.95 0.93 0.94 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-021Project# Poinsettia Ln. btwn. Paseo Del Norte & Batiquitos Dr. Wednesday, July 23, 2014 Thursday, July 24, 2014 Poinsettia LaneBetween Paseo Del Norte and Batiquitos DriveWednesday, July 23, 2014End Time 23-Jul1:00 AM 1242:00 AM 603:00 AM 384:00 AM 265:00 AM 1346:00 AM 3297:00 AM 9548:00 AM 1,4229:00 AM 1,84410:00 AM 1,56511:00 AM 1,62312:00 PM 1,5411:00 PM 1,5612:00 PM 1,6453:00 PM 1,7684:00 PM 1,6095:00 PM 1,8116:00 PM 1,9157:00 PM 1,6058:00 PM 1,0779:00 PM 78910:00 PM 60411:00 PM 32812:00 AM 218Total 2459005001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot Poinsettia LaneBetween Paseo Del Norte and Batiquitos DriveThursday, July 24, 2014End Time 24-Jul1:00 AM 1262:00 AM 703:00 AM 344:00 AM 445:00 AM 1426:00 AM 3547:00 AM 9158:00 AM 1,4439:00 AM 1,80210:00 AM 1,57011:00 AM 1,46412:00 PM 1,5681:00 PM 1,5722:00 PM 1,6803:00 PM 1,5374:00 PM 1,9095:00 PM 1,8046:00 PM 2,1387:00 PM 1,8668:00 PM 1,2899:00 PM 86310:00 PM 67011:00 PM 43812:00 AM 253Total 2555105001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 11 4 12:00 71 56 00:15 9 3 12:15 76 62 00:30 5 4 12:30 58 63 00:45 3 28 2 13 41 12:45 52 257 56 237 494 01:00 7 3 13:00 44 68 01:15 4 2 13:15 70 52 01:30 1 2 13:30 46 55 01:45 315 2 9 24 13:45 53 213 53 228 441 02:00 3 0 14:00 54 43 02:15 1 0 14:15 50 58 02:30 4 2 14:30 72 59 02:45 19 13 12 14:45 50 226 45 205 431 03:00 4 6 15:00 77 53 03:15 2 0 15:15 63 52 03:30 1 2 15:30 54 59 03:45 18 513 21 15:45 78 272 45 209 481 04:00 2 2 16:00 81 55 04:15 0 1 16:15 77 66 04:30 1 8 16:30 102 68 04:45 1 4 12 23 27 16:45 93 353 57 246 599 05:00 0 18 17:00 97 52 05:15 2 20 17:15 102 65 05:30 3 21 17:30 127 54 05:45 5102887 97 17:45 120 446 64 235 681 06:00 10 38 18:00 89 50 06:15 11 50 18:15 80 53 06:30 9 63 18:30 68 44 06:45 22 52 71 222 274 18:45 68 305 52 199 504 07:00 23 88 19:00 61 43 07:15 21 105 19:15 71 37 07:30 27 111 19:30 56 32 07:45 33 104 113 417 521 19:45 44 232 32 144 376 08:00 37 101 20:00 43 39 08:15 31 102 20:15 64 36 08:30 47 99 20:30 56 27 08:45 37 152 97 399 551 20:45 42 205 19 121 326 09:00 44 90 21:00 28 18 09:15 56 61 21:15 35 17 09:30 41 79 21:30 37 11 09:45 45 186 66 296 482 21:45 29 129 10 56 185 10:00 43 55 22:00 28 16 10:15 33 54 22:15 22 9 10:30 39 47 22:30 15 9 10:45 45 160 59 215 375 22:45 24 89 13 47 136 11:00 41 66 23:00 13 9 11:15 33 47 23:15 14 10 11:30 53 61 23:30 11 4 11:45 53 180 63 237 417 23:45 8 46 2 25 71 Total Vol.908 1934 2842 2773 1952 4725 GPS Coordinates:NB SB EB WB Combined 3681 3886 7567 Split %31.9% 68.1%37.6%58.7% 41.3%62.4% Peak Hour 11:45 07:15 07:45 17:00 12:15 17:00 Volume 258 430 563 446 249 681P.H.F.0.85 0.95 0.96 0.88 0.92 0.93 PM Project#Tuesday, July 15, 2014 AM Daily Totals 14-1221-022 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 2 12:00 76 63 00:15 5 2 12:15 77 60 00:30 1 1 12:30 65 61 00:45 420 0 5 25 12:45 48 266 61 245 511 01:00 3 3 13:00 55 73 01:15 2 1 13:15 46 65 01:30 3 6 13:30 48 62 01:45 2 10 2 12 22 13:45 51 200 38 238 438 02:00 3 1 14:00 50 58 02:15 3 0 14:15 45 51 02:30 2 1 14:30 52 43 02:45 19 24 13 14:45 58 205 47 199 404 03:00 2 2 15:00 63 60 03:15 1 2 15:15 66 45 03:30 0 6 15:30 62 66 03:45 14 111 15 15:45 83 274 78 249 523 04:00 2 5 16:00 61 51 04:15 0 2 16:15 80 57 04:30 1 14 16:30 81 63 04:45 25 930 35 16:45 111 333 61 232 565 05:00 2 23 17:00 120 55 05:15 3 17 17:15 108 63 05:30 2 17 17:30 100 62 05:45 4 11 37 94 105 17:45 115 443 65 245 688 06:00 7 40 18:00 95 62 06:15 6 50 18:15 88 47 06:30 22 77 18:30 83 51 06:45 20 55 85 252 307 18:45 59 325 51 211 536 07:00 27 77 19:00 80 41 07:15 34 90 19:15 66 38 07:30 26 123 19:30 77 29 07:45 39 126 119 409 535 19:45 52 275 33 141 416 08:00 36 106 20:00 60 29 08:15 39 101 20:15 60 27 08:30 20 108 20:30 59 31 08:45 48 143 97 412 555 20:45 53 232 23 110 342 09:00 47 70 21:00 57 22 09:15 28 73 21:15 39 18 09:30 31 66 21:30 33 17 09:45 36 142 74 283 425 21:45 39 168 21 78 246 10:00 53 57 22:00 35 17 10:15 47 74 22:15 30 9 10:30 39 50 22:30 25 10 10:45 39 178 57 238 416 22:45 22 112 11 47 159 11:00 40 55 23:00 19 12 11:15 46 49 23:15 10 10 11:30 56 56 23:30 12 5 11:45 46 188 58 218 406 23:45 9 50 6 33 83 Total Vol.891 1968 2859 2883 2028 4911 GPS Coordinates:NB SB EB WB Combined 3774 3996 7770 Split %31.2% 68.8%36.8%58.7% 41.3%63.2% Peak Hour 11:45 07:30 07:30 17:00 12:45 17:00 Volume 264 449 589 443 261 688 P.H.F.0.86 0.91 0.93 0.92 0.89 0.96 0 AM PM Project# Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Wednesday, July 16, 2014 14-1221-022 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 11 3 12:00 0 0 74 60 00:15 0 0 7 3 12:15 0 0 77 61 00:30 0 0 3 3 12:30 0 0 62 62 00:45 0 0 0 0 4 24 1 9 33 12:45 00005026259241 503 01:00 0 0 5 3 13:00 0 0 50 71 01:15 0 0 3 2 13:15 0 0 58 59 01:30 0 0 2 4 13:30 0 0 47 59 01:45 0000 31321123 13:45 00005220746233 440 02:00 0 0 3 1 14:00 0 0 52 51 02:15 0 0 2 0 14:15 0 0 48 55 02:30 0 0 3 2 14:30 0 0 62 51 02:45 0000 1 924 13 14:45 00005421646202 418 03:00 0 0 3 4 15:00 0 0 70 57 03:15 0 0 2 1 15:15 0 0 65 49 03:30 0 0 1 4 15:30 0 0 58 63 03:45 0 0 0 0 1 6 3 12 18 15:45 00008127362229 502 04:00 0 0 2 4 16:00 0 0 71 53 04:15 0 0 0 2 16:15 0 0 79 62 04:30 0 0 1 11 16:30 0 0 92 66 04:45 0000 2 5112731 16:45 000010234359239 582 05:00 0 0 1 21 17:00 0 0 109 54 05:15 0 0 3 19 17:15 0 0 105 64 05:30 0 0 3 19 17:30 0 0 114 58 05:45 0 0 0 0 5 11 33 91 101 17:45 000011844565240 685 06:00 0 0 9 39 18:00 0 0 92 56 06:15 0 0 9 50 18:15 0 0 84 50 06:30 0 0 16 70 18:30 0 0 76 48 06:45 0 0 0 0 21 54 78 237 291 18:45 00006431552205 520 07:00 0 0 25 83 19:00 0 0 71 42 07:15 0 0 28 98 19:15 0 0 69 38 07:30 0 0 27 117 19:30 0 0 67 31 07:45 0 0 0 0 36 115 116 413 528 19:45 00004825433143 396 08:00 0 0 37 104 20:00 0 0 52 34 08:15 0 0 35 102 20:15 0 0 62 32 08:30 0 0 34 104 20:30 0 0 58 29 08:45 0 0 0 0 43 148 97 406 553 20:45 00004821921116 334 09:00 0 0 46 80 21:00 0 0 43 20 09:15 0 0 42 67 21:15 0 0 37 18 09:30 0 0 36 73 21:30 0 0 35 14 09:45 0 0 0 0 41 164 70 290 454 21:45 0000341491667 216 10:00 0 0 48 56 22:00 0 0 32 17 10:15 0 0 40 64 22:15 0 0 26 9 10:30 0 0 39 49 22:30 0 0 20 10 10:45 0 0 0 0 42 169 58 227 396 22:45 0000231011247 148 11:00 0 0 41 61 23:00 0 0 16 11 11:15 0 0 40 48 23:15 0 0 12 10 11:30 0 0 55 59 23:30 0 0 12 5 11:45 0 0 0 0 50 184 61 228 412 23:45 0000948429 77 Total Vol.900 1951 2851 2828 1990 4818 GPS Coordinates:NB SB Combined 3728 3941 7669 Split %31.6% 68.4%37.2%58.7% 41.3%62.8% Peak Hour 11:45 07:30 07:30 17:00 12:15 17:00 Volume 261 438 572 445 252 685 P.H.F.0.85 0.94 0.94 0.95 0.89 0.94 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-022Project# Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Tuesday, July 15, 2014 Wednesday, July 16, 2014 Tamarack AvenueBetween El Camino Real and La Portalada DriveTuesday, July 15, 2014End Time 15-Jul1:00 AM 412:00 AM 243:00 AM 124:00 AM 215:00 AM 276:00 AM 977:00 AM 2748:00 AM 5219:00 AM 55110:00 AM 48211:00 AM 37512:00 PM 4171:00 PM 4942:00 PM 4413:00 PM 4314:00 PM 4815:00 PM 5996:00 PM 6817:00 PM 5048:00 PM 3769:00 PM 32610:00 PM 18511:00 PM 13612:00 AM 71Total 75670100200300400500600700800Total Volume (Both Directions)24-Hour Volume Plot Tamarack AvenueBetween El Camino Real and La Portalada DriveWednesday, July 16, 2014End Time 16-Jul1:00 AM 252:00 AM 223:00 AM 134:00 AM 155:00 AM 356:00 AM 1057:00 AM 3078:00 AM 5359:00 AM 55510:00 AM 42511:00 AM 41612:00 PM 4061:00 PM 5112:00 PM 4383:00 PM 4044:00 PM 5235:00 PM 5656:00 PM 6887:00 PM 5368:00 PM 4169:00 PM 34210:00 PM 24611:00 PM 15912:00 AM 83Total 77700100200300400500600700800Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 15 10 12:00 196 142 00:15 6 4 12:15 202 147 00:30 7 3 12:30 181 172 00:45 10 38 3 20 58 12:45 237 816 140 601 1417 01:00 6 3 13:00 165 159 01:15 4 3 13:15 167 146 01:30 6 6 13:30 180 134 01:45 6 22 2 14 36 13:45 190 702 138 577 1279 02:00 3 0 14:00 149 156 02:15 5 0 14:15 186 140 02:30 3 0 14:30 163 171 02:45 213 4 4 17 14:45 175 673 168 635 1308 03:00 3 0 15:00 161 198 03:15 7 8 15:15 157 208 03:30 3 2 15:30 147 302 03:45 8 21 4 14 35 15:45 191 656 218 926 1582 04:00 3 6 16:00 185 276 04:15 6 4 16:15 206 249 04:30 8 14 16:30 174 262 04:45 8252549 74 16:45 206 771 306 1093 1864 05:00 6 18 17:00 197 351 05:15 21 21 17:15 172 316 05:30 15 32 17:30 205 293 05:45 44 86 64 135 221 17:45 186 760 263 1223 1983 06:00 59 87 18:00 174 262 06:15 66 89 18:15 161 227 06:30 117 113 18:30 125 257 06:45 196 438 125 414 852 18:45 122 582 197 943 1525 07:00 148 135 19:00 141 182 07:15 162 123 19:15 120 197 07:30 197 155 19:30 89 176 07:45 295 802 149 562 1364 19:45 105 455 195 750 1205 08:00 182 148 20:00 108 215 08:15 198 123 20:15 88 244 08:30 220 146 20:30 79 220 08:45 241 841 129 546 1387 20:45 75 350 160 839 1189 09:00 227 135 21:00 76 101 09:15 260 124 21:15 56 53 09:30 285 134 21:30 68 45 09:45 346 1118 118 511 1629 21:45 62 262 25 224 486 10:00 332 134 22:00 48 30 10:15 355 137 22:15 36 14 10:30 291 99 22:30 54 16 10:45 298 1276 128 498 1774 22:45 29 167 20 80 247 11:00 280 119 23:00 25 18 11:15 255 162 23:15 28 11 11:30 201 184 23:30 17 13 11:45 245 981 175 640 1621 23:45 12 82 8 50 132 Total Vol.5661 3407 9068 6276 7941 14217 GPS Coordinates:NB SB EB WB Combined 11937 11348 23285 Split %62.4% 37.6%38.9%44.1% 55.9%61.1% Peak Hour 09:45 11:15 09:30 12:00 16:45 16:45 Volume 1324 663 1841 816 1266 2046 P.H.F.0.93 0.90 0.94 0.86 0.90 0.93 PM Project#Wednesday, July 16, 2014 AM Daily Totals 14-1221-023 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Cannon Rd. btwn. Paseo Del Norte & Car Country Dr. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 8 12:00 189 174 00:15 17 7 12:15 206 165 00:30 17 4 12:30 211 146 00:45 5 53 9 28 81 12:45 197 803 119 604 1407 01:00 6 2 13:00 210 151 01:15 6 1 13:15 196 135 01:30 10 2 13:30 180 152 01:45 6 28 6 11 39 13:45 156 742 120 558 1300 02:00 7 2 14:00 193 132 02:15 2 3 14:15 216 157 02:30 1 0 14:30 175 168 02:45 515 2 7 22 14:45 185 769 172 629 1398 03:00 3 4 15:00 164 233 03:15 1 0 15:15 164 208 03:30 4 3 15:30 163 295 03:45 7 15 9 16 31 15:45 144 635 249 985 1620 04:00 5 5 16:00 196 255 04:15 6 14 16:15 164 235 04:30 8 12 16:30 163 271 04:45 10 29 22 53 82 16:45 208 731 282 1043 1774 05:00 7 24 17:00 177 337 05:15 16 35 17:15 163 343 05:30 26 35 17:30 197 292 05:45 50 99 66 160 259 17:45 183 720 258 1230 1950 06:00 60 88 18:00 189 218 06:15 65 98 18:15 163 232 06:30 105 111 18:30 143 233 06:45 198 428 124 421 849 18:45 139 634 204 887 1521 07:00 134 150 19:00 122 175 07:15 156 133 19:15 105 167 07:30 215 136 19:30 110 185 07:45 262 767 149 568 1335 19:45 110 447 218 745 1192 08:00 218 139 20:00 107 234 08:15 209 126 20:15 79 247 08:30 220 144 20:30 102 237 08:45 246 893 159 568 1461 20:45 64 352 176 894 1246 09:00 295 150 21:00 83 120 09:15 231 113 21:15 67 57 09:30 286 151 21:30 78 50 09:45 316 1128 146 560 1688 21:45 55 283 35 262 545 10:00 328 119 22:00 44 38 10:15 286 117 22:15 54 29 10:30 311 149 22:30 46 15 10:45 274 1199 143 528 1727 22:45 32 176 17 99 275 11:00 291 137 23:00 35 13 11:15 270 147 23:15 30 7 11:30 244 182 23:30 14 12 11:45 236 1041 190 656 1697 23:45 13 92 11 43 135 Total Vol.5695 3576 9271 6384 7979 14363 GPS Coordinates:NB SB EB WB Combined 12079 11555 23634 Split %61.4% 38.6%39.2%44.4% 55.6%60.8% Peak Hour 09:45 11:30 09:45 12:15 16:45 16:45 Volume 1241 711 1772 824 1254 1999 P.H.F.0.95 0.94 0.96 0.98 0.91 0.97 0 AM PM Project# Cannon Rd. btwn. Paseo Del Norte & Car Country Dr. Thursday, July 17, 2014 14-1221-023 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 15 9 12:00 0 0 193 158 00:15 0 0 12 6 12:15 0 0 204 156 00:30 0 0 12 4 12:30 0 0 196 159 00:45 0000 84662470 12:45 0000217810130603 1412 01:00 0 0 6 3 13:00 0 0 188 155 01:15 0 0 5 2 13:15 0 0 182 141 01:30 0 0 8 4 13:30 0 0 180 143 01:45 0000 62541338 13:45 0000173722129568 1290 02:00 0 0 5 1 14:00 0 0 171 144 02:15 0 0 4 2 14:15 0 0 201 149 02:30 0 0 2 0 14:30 0 0 169 170 02:45 0 0 0 0 4 14 3 6 20 14:45 0000180721170632 1353 03:00 0 0 3 2 15:00 0 0 163 216 03:15 0 0 4 4 15:15 0 0 161 208 03:30 0 0 4 3 15:30 0 0 155 299 03:45 0000 81871533 15:45 0000168646234956 1601 04:00 0 0 4 6 16:00 0 0 191 266 04:15 0 0 6 9 16:15 0 0 185 242 04:30 0 0 8 13 16:30 0 0 169 267 04:45 0 0 0 0 9 27 24 51 78 16:45 00002077512941068 1819 05:00 0 0 7 21 17:00 0 0 187 344 05:15 0 0 19 28 17:15 0 0 168 330 05:30 0 0 21 34 17:30 0 0 201 293 05:45 0 0 0 0 47 93 65 148 240 17:45 00001857402611227 1967 06:00 0 0 60 88 18:00 0 0 182 240 06:15 0 0 66 94 18:15 0 0 162 230 06:30 0 0 111 112 18:30 0 0 134 245 06:45 0 0 0 0 197 433 125 418 851 18:45 0000131608201915 1523 07:00 0 0 141 143 19:00 0 0 132 179 07:15 0 0 159 128 19:15 0 0 113 182 07:30 0 0 206 146 19:30 0 0 100 181 07:45 0 0 0 0 279 785 149 565 1350 19:45 0000108451207748 1199 08:00 0 0 200 144 20:00 0 0 108 225 08:15 0 0 204 125 20:15 0 0 84 246 08:30 0 0 220 145 20:30 0 0 91 229 08:45 0 0 0 0 244 867 144 557 1424 20:45 000070351168867 1218 09:00 0 0 261 143 21:00 0 0 80 111 09:15 0 0 246 119 21:15 0 0 62 55 09:30 0 0 286 143 21:30 0 0 73 48 09:45 0 0 0 0 331 1123 132 536 1659 21:45 00005927330243 516 10:00 0 0 330 127 22:00 0 0 46 34 10:15 0 0 321 127 22:15 0 0 45 22 10:30 0 0 301 124 22:30 0 0 50 16 10:45 0 0 0 0 286 1238 136 513 1751 22:45 0000311721990 261 11:00 0 0 286 128 23:00 0 0 30 16 11:15 0 0 263 155 23:15 0 0 29 9 11:30 0 0 223 183 23:30 0 0 16 13 11:45 0 0 0 0 241 1011 183 648 1659 23:45 000013871047 134 Total Vol.5678 3492 9170 6330 7960 14290 GPS Coordinates:NB SB Combined 12008 11452 23460 Split %61.9% 38.1%39.1%44.3% 55.7%60.9% Peak Hour 09:45 11:30 09:30 12:00 16:45 16:45 Volume 1283 680 1795 810 1260 2023 P.H.F.0.97 0.93 0.97 0.93 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 14-1221-023Project# Cannon Rd. btwn. Paseo Del Norte & Car Country Dr. Wednesday, July 16, 2014 Thursday, July 17, 2014 Cannon RoadBetween Paseo Del Norte and Car Country DriveWednesday, July 16, 2014End Time 16-Jul1:00 AM 582:00 AM 363:00 AM 174:00 AM 355:00 AM 746:00 AM 2217:00 AM 8528:00 AM 1,3649:00 AM 1,38710:00 AM 1,62911:00 AM 1,77412:00 PM 1,6211:00 PM 1,4172:00 PM 1,2793:00 PM 1,3084:00 PM 1,5825:00 PM 1,8646:00 PM 1,9837:00 PM 1,5258:00 PM 1,2059:00 PM 1,18910:00 PM 48611:00 PM 24712:00 AM 132Total 2328505001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot Cannon RoadBetween Paseo Del Norte and Car Country DriveThursday, July 17, 2014End Time 17-Jul1:00 AM 812:00 AM 393:00 AM 224:00 AM 315:00 AM 826:00 AM 2597:00 AM 8498:00 AM 1,3359:00 AM 1,46110:00 AM 1,68811:00 AM 1,72712:00 PM 1,6971:00 PM 1,4072:00 PM 1,3003:00 PM 1,3984:00 PM 1,6205:00 PM 1,7746:00 PM 1,9507:00 PM 1,5218:00 PM 1,1929:00 PM 1,24610:00 PM 54511:00 PM 27512:00 AM 135Total 2363405001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 32 4 12:00 129 123 00:15 14 7 12:15 130 114 00:30 11 4 12:30 140 136 00:45 8 65 7 22 87 12:45 129 528 153 526 1054 01:00 12 3 13:00 129 161 01:15 9 5 13:15 115 145 01:30 5 4 13:30 124 148 01:45 3 29 4 16 45 13:45 146 514 117 571 1085 02:00 4 4 14:00 146 117 02:15 3 2 14:15 146 109 02:30 3 5 14:30 204 113 02:45 9 19 7 18 37 14:45 219 715 125 464 1179 03:00 3 5 15:00 218 99 03:15 4 6 15:15 205 122 03:30 3 15 15:30 270 132 03:45 1111844 55 15:45 262 955 114 467 1422 04:00 9 8 16:00 298 104 04:15 7 26 16:15 309 117 04:30 6 38 16:30 326 121 04:45 3 25 74 146 171 16:45 358 1291 108 450 1741 05:00 11 39 17:00 377 119 05:15 8 64 17:15 371 110 05:30 14 108 17:30 387 103 05:45 17 50 189 400 450 17:45 354 1489 101 433 1922 06:00 21 124 18:00 254 99 06:15 28 185 18:15 230 82 06:30 48 238 18:30 194 63 06:45 41 138 315 862 1000 18:45 165 843 61 305 1148 07:00 52 235 19:00 134 59 07:15 52 330 19:15 130 60 07:30 66 367 19:30 106 59 07:45 87 257 389 1321 1578 19:45 93 463 60 238 701 08:00 86 266 20:00 101 40 08:15 84 278 20:15 91 36 08:30 95 267 20:30 72 45 08:45 86 351 222 1033 1384 20:45 73 337 38 159 496 09:00 97 204 21:00 81 37 09:15 87 182 21:15 66 33 09:30 78 169 21:30 54 45 09:45 88 350 158 713 1063 21:45 50 251 25 140 391 10:00 103 134 22:00 52 19 10:15 93 135 22:15 55 22 10:30 91 117 22:30 52 28 10:45 104 391 138 524 915 22:45 44 203 24 93 296 11:00 90 109 23:00 34 22 11:15 105 122 23:15 34 16 11:30 116 128 23:30 22 10 11:45 111 422 124 483 905 23:45 15 105 7 55 160 Total Vol.2108 5582 7690 7694 3901 11595 GPS Coordinates:NB SB EB WB Combined 9802 9483 19285 Split %27.4% 72.6%39.9%66.4% 33.6%60.1% Peak Hour 11:45 07:15 07:15 16:45 12:45 16:45 Volume 510 1352 1643 1493 607 1933 P.H.F.0.91 0.87 0.86 0.96 0.94 0.97 PM Project#Tuesday, July 15, 2014 AM Daily Totals 14-1221-024 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Cannon Rd. btwn. Hilltop St. & College Blvd. Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 4 12:00 141 125 00:15 13 2 12:15 149 120 00:30 10 9 12:30 118 135 00:45 10 61 7 22 83 12:45 121 529 133 513 1042 01:00 13 7 13:00 109 143 01:15 14 1 13:15 123 122 01:30 4 5 13:30 145 146 01:45 8 39 4 17 56 13:45 131 508 126 537 1045 02:00 5 4 14:00 157 113 02:15 2 5 14:15 141 124 02:30 3 2 14:30 214 117 02:45 6 16 5 16 32 14:45 188 700 136 490 1190 03:00 0 4 15:00 180 88 03:15 1 12 15:15 195 119 03:30 4 14 15:30 250 108 03:45 2 7 20 50 57 15:45 282 907 118 433 1340 04:00 7 9 16:00 299 114 04:15 7 22 16:15 299 108 04:30 9 38 16:30 295 118 04:45 3 26 87 156 182 16:45 350 1243 117 457 1700 05:00 10 35 17:00 382 114 05:15 9 57 17:15 369 109 05:30 13 103 17:30 349 101 05:45 13 45 165 360 405 17:45 300 1400 102 426 1826 06:00 28 140 18:00 292 91 06:15 28 174 18:15 251 78 06:30 29 235 18:30 206 82 06:45 49 134 300 849 983 18:45 167 916 67 318 1234 07:00 57 252 19:00 158 55 07:15 52 326 19:15 126 63 07:30 59 355 19:30 101 65 07:45 82 250 384 1317 1567 19:45 129 514 52 235 749 08:00 79 322 20:00 121 61 08:15 82 295 20:15 119 54 08:30 97 259 20:30 95 33 08:45 106 364 243 1119 1483 20:45 73 408 39 187 595 09:00 74 203 21:00 90 32 09:15 78 152 21:15 73 39 09:30 69 189 21:30 72 41 09:45 98 319 150 694 1013 21:45 52 287 32 144 431 10:00 93 124 22:00 53 30 10:15 85 133 22:15 45 35 10:30 83 116 22:30 54 20 10:45 94 355 140 513 868 22:45 31 183 20 105 288 11:00 88 125 23:00 52 17 11:15 107 119 23:15 33 15 11:30 122 118 23:30 23 12 11:45 132 449 126 488 937 23:45 10 118 9 53 171 Total Vol.2065 5601 7666 7713 3898 11611 GPS Coordinates:NB SB EB WB Combined 9778 9499 19277 Split %26.9% 73.1%39.8%66.4% 33.6%60.2% Peak Hour 11:30 07:15 07:15 16:45 12:45 16:45 Volume 544 1387 1659 1450 544 1891 P.H.F.0.91 0.90 0.89 0.95 0.93 0.95 0 AM PM Project# Cannon Rd. btwn. Hilltop St. & College Blvd. Wednesday, July 16, 2014 14-1221-024 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 30 4 12:00 0 0 135 124 00:15 0 0 14 5 12:15 0 0 140 117 00:30 0 0 11 7 12:30 0 0 129 136 00:45 0000 96372285 12:45 0000125529143520 1048 01:00 0 0 13 5 13:00 0 0 119 152 01:15 0 0 12 3 13:15 0 0 119 134 01:30 0 0 5 5 13:30 0 0 135 147 01:45 0000 63441751 13:45 0000139511122554 1065 02:00 0 0 5 4 14:00 0 0 152 115 02:15 0 0 3 4 14:15 0 0 144 117 02:30 0 0 3 4 14:30 0 0 209 115 02:45 0000 81861735 14:45 0000204708131477 1185 03:00 0 0 2 5 15:00 0 0 199 94 03:15 0 0 3 9 15:15 0 0 200 121 03:30 0 0 4 15 15:30 0 0 260 120 03:45 0000 2 9194756 15:45 0000272931116450 1381 04:00 0 0 8 9 16:00 0 0 299 109 04:15 0 0 7 24 16:15 0 0 304 113 04:30 0 0 8 38 16:30 0 0 311 120 04:45 0 0 0 0 3 26 81 151 177 16:45 00003541267 113 454 1721 05:00 0 0 11 37 17:00 0 0 380 117 05:15 0 0 9 61 17:15 0 0 370 110 05:30 0 0 14 106 17:30 0 0 368 102 05:45 0 0 0 0 15 48 177 380 428 17:45 00003271445 102 430 1874 06:00 0 0 25 132 18:00 0 0 273 95 06:15 0 0 28 180 18:15 0 0 241 80 06:30 0 0 39 237 18:30 0 0 200 73 06:45 0 0 0 0 45 136 308 856 992 18:45 000016688064312 1191 07:00 0 0 55 244 19:00 0 0 146 57 07:15 0 0 52 328 19:15 0 0 128 62 07:30 0 0 63 361 19:30 0 0 104 62 07:45 0 0 0 0 85 254 387 1319 1573 19:45 000011148956237 725 08:00 0 0 83 294 20:00 0 0 111 51 08:15 0 0 83 287 20:15 0 0 105 45 08:30 0 0 96 263 20:30 0 0 84 39 08:45 0 0 0 0 96 358 233 1076 1434 20:45 00007337339173 546 09:00 0 0 86 204 21:00 0 0 86 35 09:15 0 0 83 167 21:15 0 0 70 36 09:30 0 0 74 179 21:30 0 0 63 43 09:45 0 0 0 0 93 335 154 704 1038 21:45 00005126929142 411 10:00 0 0 98 129 22:00 0 0 53 25 10:15 0 0 89 134 22:15 0 0 50 29 10:30 0 0 87 117 22:30 0 0 53 24 10:45 0 0 0 0 99 373 139 519 892 22:45 0000381932299 292 11:00 0 0 89 117 23:00 0 0 43 20 11:15 0 0 106 121 23:15 0 0 34 16 11:30 0 0 119 123 23:30 0 0 23 11 11:45 0 0 0 0 122 436 125 486 921 23:45 000013112854 166 Total Vol.2087 5592 7678 7704 3900 11603 GPS Coordinates:NB SB Combined 9790 9491 19281 Split %27.2% 72.8%39.8%66.4% 33.6%60.2% Peak Hour 11:45 07:15 07:15 16:45 12:45 16:45 Volume 525 1370 1651 1472 576 1912 P.H.F.0.94 0.89 0.88 0.97 0.95 0.96 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-024Project# Cannon Rd. btwn. Hilltop St. & College Blvd. Tuesday, July 15, 2014 Wednesday, July 16, 2014 Cannon RoadBetween Hilltop Street and College BoulevardTuesday, July 15, 2014End Time 15-Jul1:00 AM 872:00 AM 453:00 AM 374:00 AM 555:00 AM 1716:00 AM 4507:00 AM 1,0008:00 AM 1,5789:00 AM 1,38410:00 AM 1,06311:00 AM 91512:00 PM 9051:00 PM 1,0542:00 PM 1,0853:00 PM 1,1794:00 PM 1,4225:00 PM 1,7416:00 PM 1,9227:00 PM 1,1488:00 PM 7019:00 PM 49610:00 PM 39111:00 PM 29612:00 AM 160Total 1928505001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot Cannon RoadBetween Hilltop Street and College BoulevardWednesday, July 16, 2014End Time 16-Jul1:00 AM 832:00 AM 563:00 AM 324:00 AM 575:00 AM 1826:00 AM 4057:00 AM 9838:00 AM 1,5679:00 AM 1,48310:00 AM 1,01311:00 AM 86812:00 PM 9371:00 PM 1,0422:00 PM 1,0453:00 PM 1,1904:00 PM 1,3405:00 PM 1,7006:00 PM 1,8267:00 PM 1,2348:00 PM 7499:00 PM 59510:00 PM 43111:00 PM 28812:00 AM 171Total 1927702004006008001,0001,2001,4001,6001,8002,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 37 18 12:00 176 185 00:15 18 18 12:15 186 213 00:30 15 12 12:30 187 212 00:45 6 76 11 59 135 12:45 194 743 221 831 1574 01:00 10 13 13:00 192 221 01:15 12 11 13:15 169 209 01:30 4 6 13:30 177 203 01:45 5 31 4 34 65 13:45 195 733 179 812 1545 02:00 2 9 14:00 176 165 02:15 4 5 14:15 204 197 02:30 5 7 14:30 235 169 02:45 10 21 9 30 51 14:45 268 883 182 713 1596 03:00 5 4 15:00 276 182 03:15 5 6 15:15 260 202 03:30 3 21 15:30 308 216 03:45 6191546 65 15:45 305 1149 184 784 1933 04:00 17 10 16:00 296 178 04:15 11 23 16:15 361 233 04:30 9 41 16:30 357 233 04:45 9 46 66 140 186 16:45 369 1383 248 892 2275 05:00 21 47 17:00 371 245 05:15 17 49 17:15 416 229 05:30 25 119 17:30 419 223 05:45 51 114 163 378 492 17:45 378 1584 188 885 2469 06:00 57 117 18:00 280 212 06:15 66 181 18:15 280 173 06:30 106 245 18:30 241 173 06:45 106 335 294 837 1172 18:45 213 1014 160 718 1732 07:00 111 259 19:00 145 130 07:15 129 300 19:15 161 112 07:30 152 368 19:30 129 123 07:45 164 556 340 1267 1823 19:45 114 549 123 488 1037 08:00 157 292 20:00 114 122 08:15 180 252 20:15 112 107 08:30 168 271 20:30 101 102 08:45 149 654 231 1046 1700 20:45 92 419 97 428 847 09:00 137 235 21:00 81 95 09:15 139 193 21:15 79 97 09:30 146 219 21:30 63 90 09:45 150 572 159 806 1378 21:45 69 292 57 339 631 10:00 172 166 22:00 58 53 10:15 141 180 22:15 59 54 10:30 156 152 22:30 52 41 10:45 156 625 176 674 1299 22:45 36 205 65 213 418 11:00 146 157 23:00 41 41 11:15 163 167 23:15 28 23 11:30 189 177 23:30 25 24 11:45 176 674 188 689 1363 23:45 25 119 17 105 224 Total Vol.3723 6006 9729 9073 7208 16281 GPS Coordinates:NB SB EB WB Combined 12796 13214 26010 Split %38.3%61.7%37.4%55.7% 44.3%62.6% Peak Hour 11:30 07:15 07:30 17:00 16:15 16:45 Volume 727 1300 1905 1584 959 2520P.H.F.0.96 0.88 0.92 0.95 0.97 0.98 PM Project#Tuesday, July 15, 2014 AM Daily Totals 14-1221-025 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 College Blvd. btwn. North City Limits & Tamarack Ave. (North) Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 30 14 12:00 190 198 00:15 13 15 12:15 226 203 00:30 14 20 12:30 191 196 00:45 10 67 11 60 127 12:45 170 777 207 804 1581 01:00 17 13 13:00 158 205 01:15 19 9 13:15 181 206 01:30 6 10 13:30 208 192 01:45 8 50 7 39 89 13:45 198 745 189 792 1537 02:00 8 8 14:00 211 175 02:15 8 9 14:15 184 217 02:30 7 5 14:30 236 167 02:45 8 31 7 29 60 14:45 276 907 191 750 1657 03:00 4 10 15:00 222 175 03:15 1 13 15:15 227 187 03:30 2 18 15:30 281 216 03:45 7141556 70 15:45 346 1076 223 801 1877 04:00 9 8 16:00 327 214 04:15 12 29 16:15 349 190 04:30 18 45 16:30 318 242 04:45 14 53 72 154 207 16:45 393 1387 232 878 2265 05:00 19 35 17:00 380 188 05:15 21 48 17:15 409 218 05:30 38 111 17:30 378 219 05:45 50 128 139 333 461 17:45 343 1510 213 838 2348 06:00 75 132 18:00 309 193 06:15 81 174 18:15 304 155 06:30 69 249 18:30 227 162 06:45 108 333 259 814 1147 18:45 222 1062 142 652 1714 07:00 112 266 19:00 176 143 07:15 128 305 19:15 176 166 07:30 140 377 19:30 143 138 07:45 162 542 367 1315 1857 19:45 133 628 138 585 1213 08:00 155 309 20:00 129 135 08:15 187 272 20:15 171 110 08:30 147 267 20:30 119 110 08:45 201 690 258 1106 1796 20:45 117 536 111 466 1002 09:00 143 210 21:00 100 116 09:15 151 186 21:15 95 93 09:30 130 211 21:30 84 104 09:45 172 596 184 791 1387 21:45 58 337 81 394 731 10:00 154 175 22:00 71 68 10:15 133 167 22:15 56 62 10:30 133 179 22:30 56 38 10:45 156 576 171 692 1268 22:45 46 229 42 210 439 11:00 147 186 23:00 47 47 11:15 179 178 23:15 44 27 11:30 173 197 23:30 33 21 11:45 190 689 206 767 1456 23:45 11 135 20 115 250 Total Vol.3769 6156 9925 9329 7285 16614 GPS Coordinates:NB SB EB WB Combined 13098 13441 26539 Split %38.0%62.0%37.4%56.2% 43.8%62.6% Peak Hour 11:45 07:15 07:30 16:45 16:30 16:45 Volume 797 1358 1969 1560 880 2417 P.H.F.0.88 0.90 0.93 0.95 0.91 0.96 0 AM PM Project# College Blvd. btwn. North City Limits & Tamarack Ave. (Nor Wednesday, July 16, 2014 14-1221-025 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 16 0 0 12:00 183 192 0 0 00:15 16 17 0 0 12:15 206 208 0 0 00:30 15 16 0 0 12:30 189 204 0 0 00:45 8721160 0 000131 12:45 1827602148180000 1578 01:00 14 13 0 0 13:00 175 213 0 0 01:15 16 10 0 0 13:15 175 208 0 0 01:30 5 8 0 0 13:30 193 198 0 0 01:45 7 41 6 37 0 0 0 0 77 13:45 1977391848020000 1541 02:00 5 9 0 0 14:00 194 170 0 0 02:15 6 7 0 0 14:15 194 207 0 0 02:30 6 6 0 0 14:30 236 168 0 0 02:45 9 26 8 30 0 0 0 0 56 14:45 2728951877320000 1627 03:00 5 7 0 0 15:00 249 179 0 0 03:15 3 10 0 0 15:15 244 195 0 0 03:30 3 20 0 0 15:30 295 216 0 0 03:45 7171551 0 000 68 15:45 326 1113 204 793 0000 1905 04:00 13 9 0 0 16:00 312 196 0 0 04:15 12 26 0 0 16:15 355 212 0 0 04:30 14 43 0 0 16:30 338 238 0 0 04:45 12 50 69 147 0 0 0 0 197 16:45 381 1385 240 885 0000 2270 05:00 20 41 0 0 17:00 376 217 0 0 05:15 19 49 0 0 17:15 413 224 0 0 05:30 32 115 0 0 17:30 399 221 0 0 05:45 51 121 151 356 0 0 0 0 477 17:45 361 1547 201 862 0000 2409 06:00 66 125 0 0 18:00 295 203 0 0 06:15 74 178 0 0 18:15 292 164 0 0 06:30 88 247 0 0 18:30 234 168 0 0 06:45 107 334 277 826 0 0 0 0 1160 18:45 218 1038 151 685 0000 1723 07:00 112 263 0 0 19:00 161 137 0 0 07:15 129 303 0 0 19:15 169 139 0 0 07:30 146 373 0 0 19:30 136 131 0 0 07:45 163 549 354 1291 0 0 0 0 1840 19:45 1245891315370000 1125 08:00 156 301 0 0 20:00 122 129 0 0 08:15 184 262 0 0 20:15 142 109 0 0 08:30 158 269 0 0 20:30 110 106 0 0 08:45 175 672 245 1076 0 0 0 0 1748 20:45 1054781044470000 925 09:00 140 223 0 0 21:00 91 106 0 0 09:15 145 190 0 0 21:15 87 95 0 0 09:30 138 215 0 0 21:30 74 97 0 0 09:45 161 584 172 799 0 0 0 0 1383 21:45 64315693670000 681 10:00 163 171 0 0 22:00 65 61 0 0 10:15 137 174 0 0 22:15 58 58 0 0 10:30 145 166 0 0 22:30 54 40 0 0 10:45 156 601 174 683 0 0 0 0 1284 22:45 41217542120000 429 11:00 147 172 0 0 23:00 44 44 0 0 11:15 171 173 0 0 23:15 36 25 0 0 11:30 181 187 0 0 23:30 29 23 0 0 11:45 183 682 197 728 0 0 0 0 1410 23:45 18127191100000 237 Total Vol.3746 6081 9827 9201 7247 16448 GPS Coordinates:NB SB Combined 12947 13328 26275 Split %38.1%61.9%37.4%55.9% 44.1%62.6% Peak Hour 11:45 07:15 07:30 16:45 16:30 16:45 Volume 761 1329 1937 1568 918 2469 P.H.F.0.92 0.89 0.93 0.95 0.96 0.97 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-025Project# College Blvd. btwn. North City Limits & Tamarack Ave. (North Tuesday, July 15, 2014 Wednesday, July 16, 2014 College BoulevardBetween North City Limits and Tamarack Avenue (N)Tuesday, July 15, 2014End Time 15-Jul1:00 AM 1352:00 AM 653:00 AM 514:00 AM 655:00 AM 1866:00 AM 4927:00 AM 1,1728:00 AM 1,8239:00 AM 1,70010:00 AM 1,37811:00 AM 1,29912:00 PM 1,3631:00 PM 1,5742:00 PM 1,5453:00 PM 1,5964:00 PM 1,9335:00 PM 2,2756:00 PM 2,4697:00 PM 1,7328:00 PM 1,0379:00 PM 84710:00 PM 63111:00 PM 41812:00 AM 224Total 2601005001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot College BoulevardBetween North City Limits and Tamarack Avenue (N)Wednesday, July 16, 2014End Time 16-Jul1:00 AM 1272:00 AM 893:00 AM 604:00 AM 705:00 AM 2076:00 AM 4617:00 AM 1,1478:00 AM 1,8579:00 AM 1,79610:00 AM 1,38711:00 AM 1,26812:00 PM 1,4561:00 PM 1,5812:00 PM 1,5373:00 PM 1,6574:00 PM 1,8775:00 PM 2,2656:00 PM 2,3487:00 PM 1,7148:00 PM 1,2139:00 PM 1,00210:00 PM 73111:00 PM 43912:00 AM 250Total 2653905001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 7 8 12:00 96 194 00:15 7 4 12:15 131 169 00:30 4 12 12:30 120 160 00:45 4 22 7 31 53 12:45 183 530 139 662 1192 01:00 4 5 13:00 162 160 01:15 2 1 13:15 156 125 01:30 2 2 13:30 123 133 01:45 3 11 4 12 23 13:45 107 548 117 535 1083 02:00 6 6 14:00 106 121 02:15 2 1 14:15 85 105 02:30 0 6 14:30 100 150 02:45 2 10 2 15 25 14:45 66 357 105 481 838 03:00 4 4 15:00 76 139 03:15 4 1 15:15 74 144 03:30 4 2 15:30 80 150 03:45 10 22 2 9 31 15:45 87 317 163 596 913 04:00 4 5 16:00 102 195 04:15 7 6 16:15 74 176 04:30 11 8 16:30 96 231 04:45 18 40 8 27 67 16:45 84 356 229 831 1187 05:00 13 10 17:00 91 318 05:15 24 12 17:15 90 282 05:30 37 22 17:30 61 261 05:45 63 137 35 79 216 17:45 70 312 208 1069 1381 06:00 72 32 18:00 78 188 06:15 67 32 18:15 56 145 06:30 71 66 18:30 57 132 06:45 149 359 72 202 561 18:45 61 252 98 563 815 07:00 138 57 19:00 32 98 07:15 194 63 19:15 56 83 07:30 210 91 19:30 32 65 07:45 278 820 76 287 1107 19:45 37 157 46 292 449 08:00 286 84 20:00 26 64 08:15 262 72 20:15 38 54 08:30 267 73 20:30 36 45 08:45 263 1078 89 318 1396 20:45 34 134 34 197 331 09:00 182 94 21:00 25 22 09:15 187 86 21:15 30 24 09:30 128 79 21:30 39 18 09:45 144 641 94 353 994 21:45 14 108 20 84 192 10:00 130 68 22:00 20 17 10:15 85 88 22:15 16 13 10:30 96 93 22:30 24 19 10:45 113 424 90 339 763 22:45 9 69 14 63 132 11:00 90 123 23:00 14 11 11:15 89 112 23:15 10 12 11:30 118 158 23:30 4 6 11:45 80 377 206 599 976 23:45 7 35 4 33 68 Total Vol.3941 2271 6212 3175 5406 8581 GPS Coordinates:NB SB EB WB Combined 7116 7677 14793 Split %63.4%36.6%42.0%37.0% 63.0%58.0% Peak Hour 07:45 11:45 07:45 12:45 16:45 16:30 Volume 1093 729 1398 624 1090 1421 P.H.F.0.96 0.88 0.94 0.85 0.86 0.87 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 22, 2014 AM Daily Totals 14-1221-026 DAY 1 Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 11 12:00 91 199 00:15 3 6 12:15 102 166 00:30 5 3 12:30 128 172 00:45 3 17 6 26 43 12:45 170 491 170 707 1198 01:00 4 2 13:00 161 125 01:15 1 2 13:15 109 103 01:30 2 3 13:30 160 116 01:45 4 11 4 11 22 13:45 116 546 108 452 998 02:00 2 4 14:00 105 130 02:15 1 1 14:15 76 115 02:30 1 7 14:30 100 133 02:45 04 214 18 14:45 76 357 128 506 863 03:00 1 5 15:00 78 156 03:15 4 2 15:15 80 130 03:30 4 2 15:30 80 156 03:45 10 19 0 9 28 15:45 74 312 157 599 911 04:00 0 4 16:00 74 247 04:15 5 10 16:15 88 172 04:30 11 9 16:30 84 201 04:45 16 32 15 38 70 16:45 87 333 224 844 1177 05:00 18 9 17:00 77 314 05:15 16 21 17:15 98 246 05:30 50 23 17:30 71 232 05:45 78 162 35 88 250 17:45 78 324 224 1016 1340 06:00 58 25 18:00 74 195 06:15 68 44 18:15 48 151 06:30 65 54 18:30 67 118 06:45 180 371 63 186 557 18:45 49 238 107 571 809 07:00 148 63 19:00 35 98 07:15 209 68 19:15 28 79 07:30 210 95 19:30 44 62 07:45 293 860 71 297 1157 19:45 30 137 56 295 432 08:00 290 67 20:00 40 47 08:15 253 68 20:15 31 35 08:30 266 57 20:30 34 24 08:45 250 1059 85 277 1336 20:45 34 139 37 143 282 09:00 214 77 21:00 54 22 09:15 171 75 21:15 31 25 09:30 159 84 21:30 24 19 09:45 103 647 98 334 981 21:45 37 146 25 91 237 10:00 101 66 22:00 19 30 10:15 119 82 22:15 21 14 10:30 99 107 22:30 12 19 10:45 87 406 92 347 753 22:45 14 66 15 78 144 11:00 87 133 23:00 8 13 11:15 75 138 23:15 9 13 11:30 95 142 23:30 8 4 11:45 104 361 176 589 950 23:45 9 34 6 36 70 Total Vol.3949 2216 6165 3123 5338 8461 GPS Coordinates:NB SB EB WB Combined 7072 7554 14626 Split %64.1%35.9%42.2%36.9% 63.1%57.8% Peak Hour 07:45 11:45 07:45 12:45 16:45 16:45 Volume 1102 713 1365 600 1016 1349 P.H.F.0.94 0.90 0.94 0.88 0.81 0.86 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 23, 2014 14-1221-026 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 10 0 0 12:00 94 197 0 0 00:15 5 5 0 0 12:15 117 168 0 0 00:30 5 8 0 0 12:30 124 166 0 0 00:45 4 20 7 29 0 0 0 0 48 12:45 1775111556850000 1195 01:00 4 4 0 0 13:00 162 143 0 0 01:15 2 2 0 0 13:15 133 114 0 0 01:30 2 3 0 0 13:30 142 125 0 0 01:45 4 11 4 12 0 0 0 0 23 13:45 1125471134940000 1041 02:00 4 5 0 0 14:00 106 126 0 0 02:15 2 1 0 0 14:15 81 110 0 0 02:30 1 7 0 0 14:30 100 142 0 0 02:45 1 7 2 15 0 0 0 0 22 14:45 713571174940000 851 03:00 3 5 0 0 15:00 77 148 0 0 03:15 4 2 0 0 15:15 77 137 0 0 03:30 4 2 0 0 15:30 80 153 0 0 03:45 10 21 1 9 0 0 0 0 30 15:45 813151605980000 912 04:00 2 5 0 0 16:00 88 221 0 0 04:15 6 8 0 0 16:15 81 174 0 0 04:30 11 9 0 0 16:30 90 216 0 0 04:45 17 36 12 33 0 0 0 0 69 16:45 863452278380000 1182 05:00 16 10 0 0 17:00 84 316 0 0 05:15 20 17 0 0 17:15 94 264 0 0 05:30 44 23 0 0 17:30 66 247 0 0 05:45 71 150 35 84 0 0 0 0 233 17:45 74 318 216 1043 0000 1361 06:00 65 29 0 0 18:00 76 192 0 0 06:15 68 38 0 0 18:15 52 148 0 0 06:30 68 60 0 0 18:30 62 125 0 0 06:45 165 365 68 194 0 0 0 0 559 18:45 552451035670000 812 07:00 143 60 0 0 19:00 34 98 0 0 07:15 202 66 0 0 19:15 42 81 0 0 07:30 210 93 0 0 19:30 38 64 0 0 07:45 286 840 74 292 0 0 0 0 1132 19:45 34147512940000 441 08:00 288 76 0 0 20:00 33 56 0 0 08:15 258 70 0 0 20:15 35 45 0 0 08:30 267 65 0 0 20:30 35 35 0 0 08:45 257 1069 87 298 0 0 0 0 1366 20:45 34137361700000 307 09:00 198 86 0 0 21:00 40 22 0 0 09:15 179 81 0 0 21:15 31 25 0 0 09:30 144 82 0 0 21:30 32 19 0 0 09:45 124 644 96 344 0 0 0 0 988 21:45 2612723880000 215 10:00 116 67 0 0 22:00 20 24 0 0 10:15 102 85 0 0 22:15 19 14 0 0 10:30 98 100 0 0 22:30 18 19 0 0 10:45 100 415 91 343 0 0 0 0 758 22:45 126815710000 138 11:00 89 128 0 0 23:00 11 12 0 0 11:15 82 125 0 0 23:15 10 13 0 0 11:30 107 150 0 0 23:30 6 5 0 0 11:45 92 369 191 594 0 0 0 0 963 23:45 8355350000 69 Total Vol.3945 2244 6189 3149 5372 8521 GPS Coordinates:NB SB Combined 7094 7616 14710 Split %63.7%36.3%42.1%37.0% 63.0%57.9% Peak Hour 07:45 11:45 07:45 12:45 16:45 16:45 Volume 1098 721 1382 612 1053 1383 P.H.F.0.95 0.92 0.95 0.87 0.83 0.86 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-026Project# College Blvd. btwn. Aston Ave. & Palomar Airport Rd. Tuesday, July 22, 2014 Wednesday, July 23, 2014 AM PM Daily Totals 2-DAY AVERAGE 0 College BoulevardBetween Aston Avenue and Palomar Airport RoadTuesday, July 22, 2014End Time 22-Jul1:00 AM 532:00 AM 233:00 AM 254:00 AM 315:00 AM 676:00 AM 2167:00 AM 5618:00 AM 1,1079:00 AM 1,39610:00 AM 99411:00 AM 76312:00 PM 9761:00 PM 1,1922:00 PM 1,0833:00 PM 8384:00 PM 9135:00 PM 1,1876:00 PM 1,3817:00 PM 8158:00 PM 4499:00 PM 33110:00 PM 19211:00 PM 13212:00 AM 68Total 1479302004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot College BoulevardBetween Aston Avenue and Palomar Airport RoadWednesday, July 23, 2014End Time 23-Jul1:00 AM 432:00 AM 223:00 AM 184:00 AM 285:00 AM 706:00 AM 2507:00 AM 5578:00 AM 1,1579:00 AM 1,33610:00 AM 98111:00 AM 75312:00 PM 9501:00 PM 1,1982:00 PM 9983:00 PM 8634:00 PM 9115:00 PM 1,1776:00 PM 1,3407:00 PM 8098:00 PM 4329:00 PM 28210:00 PM 23711:00 PM 14412:00 AM 70Total 1462602004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 7 10 12:00 71 74 00:15 10 2 12:15 104 94 00:30 9 3 12:30 73 65 00:45 7 33 2 17 50 12:45 69 317 97 330 647 01:00 3 4 13:00 74 75 01:15 5 1 13:15 92 75 01:30 2 3 13:30 77 68 01:45 2 12 3 11 23 13:45 72 315 76 294 609 02:00 1 3 14:00 94 54 02:15 2 2 14:15 92 74 02:30 3 2 14:30 91 55 02:45 28 310 18 14:45 121 398 61 244 642 03:00 0 1 15:00 88 62 03:15 1 3 15:15 107 76 03:30 3 2 15:30 88 79 03:45 37 511 18 15:45 108 391 64 281 672 04:00 3 0 16:00 107 83 04:15 0 3 16:15 117 80 04:30 5 6 16:30 129 70 04:45 0 8 13 22 30 16:45 125 478 101 334 812 05:00 4 16 17:00 138 111 05:15 2 20 17:15 139 103 05:30 9 29 17:30 152 94 05:45 19 34 38 103 137 17:45 122 551 94 402 953 06:00 17 47 18:00 134 75 06:15 26 38 18:15 101 80 06:30 20 60 18:30 85 72 06:45 27 90 76 221 311 18:45 93 413 63 290 703 07:00 40 76 19:00 77 56 07:15 50 103 19:15 83 47 07:30 66 121 19:30 83 51 07:45 76 232 119 419 651 19:45 88 331 56 210 541 08:00 70 107 20:00 72 45 08:15 62 125 20:15 62 38 08:30 65 110 20:30 72 42 08:45 65 262 106 448 710 20:45 62 268 38 163 431 09:00 58 77 21:00 61 36 09:15 57 100 21:15 38 35 09:30 65 76 21:30 48 18 09:45 55 235 103 356 591 21:45 48 195 22 111 306 10:00 64 58 22:00 32 24 10:15 69 66 22:15 38 14 10:30 79 82 22:30 40 12 10:45 64 276 82 288 564 22:45 32 142 20 70 212 11:00 58 88 23:00 23 12 11:15 64 79 23:15 24 10 11:30 70 80 23:30 19 11 11:45 88 280 67 314 594 23:45 13 79 12 45 124 Total Vol.1477 2220 3697 3878 2774 6652 GPS Coordinates:NB SB EB WB Combined 5355 4994 10349 Split %40.0% 60.0%35.7%58.3% 41.7%64.3% Peak Hour 11:45 07:30 07:30 16:45 16:45 16:45 Volume 336 472 746 554 409 963 P.H.F.0.81 0.94 0.96 0.91 0.92 0.97 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 29, 2014 AM Daily Totals 14-1221-027 DAY 1 Volumes for: City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 3 12:00 94 94 00:15 13 8 12:15 69 83 00:30 10 3 12:30 76 80 00:45 2 35 3 17 52 12:45 82 321 76 333 654 01:00 3 1 13:00 80 82 01:15 11 2 13:15 67 77 01:30 3 6 13:30 88 72 01:45 421 0 9 30 13:45 68 303 76 307 610 02:00 5 1 14:00 75 66 02:15 4 1 14:15 76 73 02:30 2 0 14:30 105 53 02:45 011 0 2 13 14:45 103 359 73 265 624 03:00 0 1 15:00 75 73 03:15 3 1 15:15 89 71 03:30 1 6 15:30 74 77 03:45 48 614 22 15:45 103 341 98 319 660 04:00 0 5 16:00 95 75 04:15 3 5 16:15 104 87 04:30 1 7 16:30 126 82 04:45 26 825 31 16:45 126 451 114 358 809 05:00 3 15 17:00 153 90 05:15 7 20 17:15 143 97 05:30 15 24 17:30 154 75 05:45 11 36 33 92 128 17:45 129 579 74 336 915 06:00 8 30 18:00 148 77 06:15 18 53 18:15 110 97 06:30 33 53 18:30 114 54 06:45 24 83 65 201 284 18:45 111 483 71 299 782 07:00 46 80 19:00 85 62 07:15 54 89 19:15 91 49 07:30 46 104 19:30 88 53 07:45 74 220 99 372 592 19:45 104 368 52 216 584 08:00 65 113 20:00 76 42 08:15 64 116 20:15 65 44 08:30 63 131 20:30 65 44 08:45 61 253 128 488 741 20:45 55 261 29 159 420 09:00 61 87 21:00 64 31 09:15 69 94 21:15 48 35 09:30 58 81 21:30 62 36 09:45 75 263 94 356 619 21:45 40 214 26 128 342 10:00 58 80 22:00 35 18 10:15 60 82 22:15 43 32 10:30 61 82 22:30 45 17 10:45 74 253 78 322 575 22:45 39 162 11 78 240 11:00 65 87 23:00 31 14 11:15 77 67 23:15 17 17 11:30 64 90 23:30 21 22 11:45 67 273 86 330 603 23:45 22 91 7 60 151 Total Vol.1462 2228 3690 3933 2858 6791 GPS Coordinates:NB SB EB WB Combined 5395 5086 10481 Split %39.6% 60.4%35.2%57.9% 42.1%64.8% Peak Hour 11:45 08:00 08:00 17:00 16:30 16:45 Volume 306 488 741 579 383 952 P.H.F.0.81 0.93 0.95 0.94 0.84 0.98 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 30, 2014 14-1221-027 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 9 7 12:00 0 0 83 84 00:15 0 0 12 5 12:15 0 0 87 89 00:30 0 0 10 3 12:30 0 0 75 73 00:45 0000 53431751 12:45 00007631987332 651 01:00 0 0 3 3 13:00 0 0 77 79 01:15 0 0 8 2 13:15 0 0 80 76 01:30 0 0 3 5 13:30 0 0 83 70 01:45 0000 31721027 13:45 00007030976301 610 02:00 0 0 3 2 14:00 0 0 85 60 02:15 0 0 3 2 14:15 0 0 84 74 02:30 0 0 3 1 14:30 0 0 98 54 02:45 0 0 0 0 1 10 2 6 16 14:45 000011237967255 633 03:00 0 0 0 1 15:00 0 0 82 68 03:15 0 0 2 2 15:15 0 0 98 74 03:30 0 0 2 4 15:30 0 0 81 78 03:45 0 0 0 0 4 8 6 13 20 15:45 000010636681300 666 04:00 0 0 2 3 16:00 0 0 101 79 04:15 0 0 2 4 16:15 0 0 111 84 04:30 0 0 3 7 16:30 0 0 128 76 04:45 0000 1 7112431 16:45 0000126465108346 811 05:00 0 0 4 16 17:00 0 0 146 101 05:15 0 0 5 20 17:15 0 0 141 100 05:30 0 0 12 27 17:30 0 0 153 85 05:45 0 0 0 0 15 353698 133 17:45 000012656584369 934 06:00 0 0 13 39 18:00 0 0 141 76 06:15 0 0 22 46 18:15 0 0 106 89 06:30 0 0 27 57 18:30 0 0 100 63 06:45 0 0 0 0 26 87 71 211 298 18:45 000010244867295 743 07:00 0 0 43 78 19:00 0 0 81 59 07:15 0 0 52 96 19:15 0 0 87 48 07:30 0 0 56 113 19:30 0 0 86 52 07:45 0 0 0 0 75 226 109 396 622 19:45 00009635054213 563 08:00 0 0 68 110 20:00 0 0 74 44 08:15 0 0 63 121 20:15 0 0 64 41 08:30 0 0 64 121 20:30 0 0 69 43 08:45 0 0 0 0 63 258 117 468 726 20:45 00005926534161 426 09:00 0 0 60 82 21:00 0 0 63 34 09:15 0 0 63 97 21:15 0 0 43 35 09:30 0 0 62 79 21:30 0 0 55 27 09:45 0 0 0 0 65 249 99 356 605 21:45 00004420524120 324 10:00 0 0 61 69 22:00 0 0 34 21 10:15 0 0 65 74 22:15 0 0 41 23 10:30 0 0 70 82 22:30 0 0 43 15 10:45 0 0 0 0 69 265 80 305 570 22:45 0000361521674 226 11:00 0 0 62 88 23:00 0 0 27 13 11:15 0 0 71 73 23:15 0 0 21 14 11:30 0 0 67 85 23:30 0 0 20 17 11:45 0 0 0 0 78 277 77 322 599 23:45 000018851053 138 Total Vol.1470 2224 3694 3906 2816 6722 GPS Coordinates:NB SB Combined 5375 5040 10415 Split %39.8% 60.2%35.5%58.1% 41.9%64.5% Peak Hour 11:45 08:00 07:45 16:45 16:45 16:45 Volume 321 468 730 565 393 958 P.H.F.0.93 0.97 0.99 0.92 0.91 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 14-1221-027Project# Alga Rd. btwn. Corinthia St. & El Fuerte St. Tuesday, July 29, 2014 Wednesday, July 30, 2014 AM PM Daily Totals 2-DAY AVERAGE 0 Alga RoadBetween Corinthia Street and El Fuerte StreetTuesday, July 29, 2014End Time 29-Jul1:00 AM 502:00 AM 233:00 AM 184:00 AM 185:00 AM 306:00 AM 1377:00 AM 3118:00 AM 6519:00 AM 71010:00 AM 59111:00 AM 56412:00 PM 5941:00 PM 6472:00 PM 6093:00 PM 6424:00 PM 6725:00 PM 8126:00 PM 9537:00 PM 7038:00 PM 5419:00 PM 43110:00 PM 30611:00 PM 21212:00 AM 124Total 1034902004006008001,0001,200Total Volume (Both Directions)24-Hour Volume Plot Alga RoadBetween Corinthia Street and El Fuerte StreetWednesday, July 30, 2014End Time 30-Jul1:00 AM 522:00 AM 303:00 AM 134:00 AM 225:00 AM 316:00 AM 1287:00 AM 2848:00 AM 5929:00 AM 74110:00 AM 61911:00 AM 57512:00 PM 6031:00 PM 6542:00 PM 6103:00 PM 6244:00 PM 6605:00 PM 8096:00 PM 9157:00 PM 7828:00 PM 5849:00 PM 42010:00 PM 34211:00 PM 24012:00 AM 151Total 1048101002003004005006007008009001,000Total 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 month of July 2014. 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 2014 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. 7/8 2 El Camino Real & Marron Rd. Tues. 7/8 3 El Camino Real & Carlsbad Village Dr. Tues. 7/8 4 El Camino Real & Tamarack Ave. Tues. 7/15 5 El Camino Real & Cannon Rd. Tues. 7/15 6 El Camino Real & College Blvd. Tues. 7/22 7 El Camino Real & Faraday Ave. Tues. 7/22 8 El Camino Real & Palomar Airport Rd. Wed. 7/23 9 El Camino Real & Cassia Rd. Wed. 7/30 10 El Camino Real & Poinsettia Ln. Wed. 7/30 11 El Camino Real & Alga Rd./Aviara Pkwy. Wed. 7/30 12 El Camino Real & La Costa Ave. Wed. 7/30 13 El Camino Real & Calle Barcelona Tues. 7/29 14 Palomar Airport Rd. & Avenida Encinas Thurs. 7/17 15 Palomar Airport Rd. & Paseo Del Norte Thurs. 7/17 16 Palomar Airport Rd. & Armada Dr. Thurs. 7/17 17 Palomar Airport Rd. & College Blvd./ Aviara Pkwy. Tues. 7/22 18 Palomar Airport Rd. & Yarrow Dr. Tues. 7/22 19 Palomar Airport Rd. & Loker Ave. (W.) Wed. 7/23 20 Palomar Airport Rd. & El Fuerte St. Wed. 7/23 21 Palomar Airport Rd. & Melrose Dr. Wed. 7/23 22 Carlsbad Blvd. & Carlsbad Village Dr. Thurs. 7/10 23 Carlsbad Blvd & Tamarack Avenue Tues. 7/15 24 Carlsbad Blvd. & Cannon Rd. Wed. 7/16 25 Carlsbad Blvd. & Poinsettia Ln. Thurs. 7/24 26 Carlsbad Blvd. & Avenida Encinas Thurs. 7/24 27 Rancho Santa Fe Rd. & San Elijo Rd. Tues. 7/29 28 Rancho Santa Fe Rd. & La Costa Ave. Tues. 7/29 29 Olivenhain Rd. & Rancho Santa Fe Rd./Camino Alvaro Tues. 7/29 30 Carlsbad Village Dr. & State St. Thurs. 7/10 31 Carlsbad Village Dr. & Harding St. Thurs. 7/10 32 Poinsettia Ln. & Aviara Pkwy. Thurs. 7/24 33 Poinsettia Ln. & Paseo Del Norte Thurs. 7/24 34 Poinsettia Ln. & Avenida Encinas Thurs. 7/24 35 Melrose Dr. & Alga Rd. Tues. 7/29 36 Jefferson St. & Marron Rd. Tues. 7/8 37 Monroe St. & Marron Rd. Tues. 7/8 38 Cannon Rd. & Paseo Del Norte Wed. 7/16 39 Cannon Rd. & Faraday Ave. Wed. 7/16 40 College Blvd. & Carlsbad Village Dr. Tues. 7/15 41 College Blvd. & Faraday Ave. Tues. 7/22 42 I-5 SB Ramps & Carlsbad Village Dr. Thurs. 7/10 43 I-5 NB Ramps & Carlsbad Village Dr. Thurs. 7/10 44 I-5 SB Ramps & Cannon Rd. Wed. 7/16 45 I-5 NB Ramps & Cannon Rd. Wed. 7/16 46 I-5 SB Ramps & Palomar Airport Rd. Thurs. 7/17 47 I-5 NB Ramps & Palomar Airport Rd. Thurs. 7/17 48 I-5 SB Ramps & La Costa Ave. Thurs. 7/31 49 I-5 NB Ramps & La Costa Ave. Thurs. 7/31 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 7 643 32 200 1133 15 13 6 6 41 7 55 Adjusted Hourly Volume 7 675 0 200 1148 0 19 0 6 48 0 55 Utilization Factor 0.00 0.11 0.00 0.06 0.19 0.00 0.01 0.00 0.00 0.03 0.00 0.03 Critical Factors 0.00 0.19 0.01 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 2109 Total Name :FDS 1348 761 Subtotals 50 Sub -15 1133 200 Sub - Totals totals totals Totals W E e 25 a s 50 0 13 55 s t 25 6 7 103 t 6 41 0 291 A North A p 188 p p p r r 7 643 32 Plaza Drive 4 Subtotals 1184 682 Total 1866 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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 24 1499 43 420 1044 82 200 18 10 62 16 184 Adjusted Hourly Volume 24 1542 0 420 1126 0 218 0 10 78 0 184 Utilization Factor 0.01 0.26 0.00 0.12 0.19 0.00 0.06 0.00 0.01 0.04 0.00 0.10 Critical Factors 0.26 0.12 0.06 0.10 ICU Ratio =0.64 LOS =B Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day :Tuesday 3500 Total Name :FDS 1546 1954 Subtotals 71 Sub -82 1044 420 Sub - Totals totals totals Totals W E e 122 a s 350 0 200 184 s t 228 18 16 262 t 10 62 0 672 A North A p 410 p p p r r 24 1499 43 Plaza Drive 0 Subtotals 1116 1566 Total 2682 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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 3 113 5 31 262 11 1 0 0 5 0 8 439 6:45 AM 3 128 7 31 260 4 0 2 3 9 0 8 455 7:00 AM 3 130 8 31 229 8 1 0 0 6 3 9 428 7:15 AM 1 154 9 37 271 2 3 0 2 15 0 11 505 7:30 AM 2 157 9 48 312 2 1 1 2 6 1 9 550 7:45 AM 0 175 5 56 311 6 3 4 1 14 2 19 596 8:00 AM 3 159 11 50 243 3 5 1 2 9 1 12 499 8:15 AM 2 152 7 46 267 4 4 0 1 12 3 15 513 8:30 AM 1 189 12 73 242 2 6 0 0 7 3 9 544 8:45 AM 3 191 20 71 224 14 8 4 2 16 3 10 566 9:00 AM 2 176 8 68 182 13 6 7 3 8 7 28 508 9:15 AM 6 156 12 59 177 12 7 4 3 10 7 24 477 Volumes 29 1880 113 601 2980 81 45 23 19 117 30 162 6080 Approach %1.43 92.98 5.59 16.41 81.38 2.21 51.72 26.44 21.84 37.86 9.71 52.43 App/Depart 2022 /2087 3662 /3116 87 /737 309 /140 Peak Volumes 7 643 32 200 1133 15 13 6 6 41 7 55 2158 Approach %1.03 94.28 4.69 14.84 84.05 1.11 52.00 24.00 24.00 39.81 6.80 53.40 Pk Hr FACTOR:0.9052 AM Pk Hr at: PM 3:30 PM 23 299 15 111 268 28 47 7 2 19 5 39 863 3:45 PM 5 333 7 81 253 29 54 7 0 18 7 41 835 4:00 PM 3 305 13 80 243 17 74 2 0 15 4 48 804 4:15 PM 3 378 7 100 218 30 51 6 1 14 6 40 854 4:30 PM 9 318 15 90 211 25 73 6 0 5 3 40 795 4:45 PM 5 347 15 92 255 25 50 5 0 16 3 41 854 5:00 PM 1 402 11 94 256 17 40 4 1 17 3 49 895 5:15 PM 12 377 8 134 276 21 55 4 6 18 6 38 955 5:30 PM 6 373 9 100 257 19 55 5 3 11 4 56 898 5:45 PM 9 341 10 104 214 14 49 5 16 20 3 44 829 6:00 PM 8 289 16 70 209 23 63 4 4 14 4 47 751 6:15 PM 7 278 16 85 211 21 57 3 3 10 1 35 727 Volumes 91 4040 142 1141 2871 269 668 58 36 177 49 518 10060 Approach %2.13 94.55 3.32 26.65 67.06 6.28 87.66 7.61 4.72 23.79 6.59 69.62 App/Depart 4273 /5226 4281 /3084 762 /1341 744 /409 Peak Volumes 24 1499 43 420 1044 82 200 18 10 62 16 184 3602 Approach %1.53 95.72 2.75 27.17 67.53 5.30 87.72 7.89 4.39 23.66 6.11 70.23 Pk Hr FACTOR:0.9429 PM Pk Hr at: El Camino Real 07/08/2014 Carlsbad Plaza Dr.TUESDAY 14-1221-001 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.95 0.90 0.88 0.92 445 0.95 0.90 0.78 0.74 730 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 230230111111 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 29 540 37 81 1066 64 36 27 35 97 37 110 Adjusted Hourly Volume 29 577 0 81 1130 0 36 27 35 97 37 110 Utilization Factor 0.01 0.10 0.00 0.02 0.19 0.00 0.02 0.01 0.02 0.05 0.02 0.06 Critical Factors 0.01 0.19 0.02 0.06 ICU Ratio = 0.38 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 1903 Total Name : FDS 1211 692 Subtotals 6 Sub - 64 1066 81 Sub - Totals totals totals Totals W E e 130 a s 228 0 36 110 s t 98 27 37 244 t 35 97 0 383 ANorthA p 139 p p p r r 29 540 37 Marron Road 0 Subtotals 1198 606 Total 1804 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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) 4:45 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 11 11 6 Outside 7 Free-flow Lane Settings 23023012011 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 149 1120 48 258 679 160 161 139 73 160 111 202 Adjusted Hourly Volume 149 1168 0 258 839 0 161 212 0 160 111 202 Utilization Factor 0.04 0.19 0.00 0.07 0.14 0.00 0.09 0.05 0.00 0.09 0.06 0.11 Critical Factors 0.19 0.07 0.09 0.11 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 2594 Total Name : FDS 1097 1497 Subtotals 14 Sub - 160 679 258 Sub - Totals totals totals Totals W E e 420 a s 793 0 161 202 s t 373 139 111 473 t 73 160 0 904 ANorthA p 431 p p p r r 149 1120 48 Marron Road 0 Subtotals 912 1317 Total 2229 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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 1 110 1 13 247 7 5 2 6 11 9 19 431 6:45 AM 3 94 4 13 247 14 7 5 12 12 4 30 445 7:00 AM 3 110 8 19 197 18 5 4 9 11 10 34 428 7:15 AM 9 116 5 22 258 11 7 5 12 26 7 33 511 7:30 AM 3 122 6 20 311 12 5 9 7 30 9 34 568 7:45 AM 9 156 13 20 302 17 5 3 9 26 10 29 599 8:00 AM 10 128 9 14 214 22 9 6 7 14 13 22 468 8:15 AM 7 134 9 27 239 13 17 9 12 27 5 25 524 8:30 AM 14 156 11 25 209 18 7 8 9 22 6 28 513 8:45 AM 9 183 9 30 202 31 15 15 13 15 8 25 555 9:00 AM 13 150 12 17 175 25 9 17 11 22 23 26 500 9:15 AM 18 127 15 26 145 21 19 5 10 19 13 19 437 Volumes 99 1586 102 246 2746 209 110 88 117 235 117 324 5979 Approach %5.54 88.75 5.71 7.69 85.79 6.53 34.92 27.94 37.14 34.76 17.31 47.93 App/Depart 1787 /2020 3201 /3098 315 /436 676 /425 Peak Volumes 29 540 37 81 1066 64 36 27 35 97 37 110 2159 Approach %4.79 89.11 6.11 6.69 88.03 5.28 36.73 27.55 35.71 39.75 15.16 45.08 Pk Hr FACTOR:0.9011 AM Pk Hr at: PM 3:30 PM 18 209 26 48 167 40 46 33 28 33 34 44 726 3:45 PM 26 254 22 46 164 50 44 31 15 28 32 29 741 4:00 PM 33 231 22 55 153 31 40 31 16 28 21 40 701 4:15 PM 34 285 18 52 134 37 43 46 16 35 23 44 767 4:30 PM 17 253 17 53 138 34 47 45 11 37 32 37 721 4:45 PM 26 257 11 66 158 52 42 41 21 32 20 53 779 5:00 PM 37 275 13 63 169 46 41 34 19 45 29 67 838 5:15 PM 39 293 12 66 191 26 49 30 17 43 39 43 848 5:30 PM 47 295 12 63 161 36 29 34 16 40 23 39 795 5:45 PM 32 255 23 51 150 33 52 39 11 24 27 39 736 6:00 PM 20 212 24 60 121 35 55 32 12 32 28 35 666 6:15 PM 21 230 21 52 118 33 44 32 12 37 20 33 653 Volumes 350 3049 221 675 1824 453 532 428 194 414 328 503 8971 Approach %9.67 84.23 6.10 22.87 61.79 15.35 46.10 37.09 16.81 33.25 26.35 40.40 App/Depart 3620 /4084 2952 /2432 1154 /1324 1245 /1131 Peak Volumes 149 1120 48 258 679 160 161 139 73 160 111 202 3260 Approach %11.31 85.04 3.64 23.52 61.90 14.59 43.16 37.27 19.57 33.83 23.47 42.71 Pk Hr FACTOR:0.9611 PM Pk Hr at: El Camino Real 07/08/2014 Carlsbad Marron Rd.TUESDAY 14-1221-002 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.97 0.90 0.84 445 0.85 0.88 0.64 0.84 730 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config -(left) 21111 urations 3 1 1 1 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 130130111120 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 57 407 6 118 1033 82 102 70 80 90 211 109 Adjusted Hourly Volume 57 413 0 118 1115 0 102 70 80 90 320 0 Utilization Factor 0.03 0.07 0.00 0.07 0.19 0.00 0.06 0.04 0.04 0.05 0.08 0.00 Critical Factors 0.03 0.19 0.06 0.08 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Tuesday 1881 Total Name : FDS 1233 648 Subtotals 30 Sub - 82 1033 118 Sub - Totals totals totals Totals W E e 350 a s 602 0 102 109 s t 252 70 211 410 t 80 90 0 574 ANorthA p 164 p p p r r 57 407 6 Carlsbad Village Drive 0 Subtotals 1203 470 Total 1673 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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) 4:30 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 11 11 5 6 Outside 7 Free-flow Lane Settings 13013012012 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 103 1289 74 203 610 120 145 242 61 35 212 113 Adjusted Hourly Volume 103 1363 0 203 730 0 145 303 0 35 325 0 Utilization Factor 0.06 0.23 0.00 0.11 0.12 0.00 0.08 0.08 0.00 0.02 0.08 0.00 Critical Factors 0.23 0.11 0.08 0.08 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Tuesday 2500 Total Name : FDS 933 1567 Subtotals 20 Sub - 120 610 203 Sub - Totals totals totals Totals W E e 435 a s 883 0 145 113 s t 448 242 212 360 t 61 35 0 859 ANorthA p 499 p p p r r 103 1289 74 Carlsbad Village Drive 0 Subtotals 706 1466 Total 2172 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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 50 2 14 245 10 15 11 5 8 49 19 435 6:45 AM 8 53 0 12 254 12 18 9 53 8 41 24 492 7:00 AM 7 67 3 18 203 17 28 11 18 10 53 23 458 7:15 AM 4 74 2 16 274 20 24 6 27 15 41 18 521 7:30 AM 12 106 0 41 310 18 26 12 19 26 52 32 654 7:45 AM 16 108 2 21 303 27 22 14 24 23 45 22 627 8:00 AM 16 92 1 27 186 20 25 18 26 24 66 34 535 8:15 AM 13 101 3 29 234 17 29 26 11 17 48 21 549 8:30 AM 23 145 2 39 202 15 44 20 16 11 44 45 606 8:45 AM 9 121 5 36 200 30 23 32 14 16 52 41 579 9:00 AM 16 119 1 28 153 19 27 23 14 10 40 34 484 9:15 AM 17 97 4 32 141 17 27 25 10 8 69 20 467 Volumes 148 1133 25 313 2705 222 308 207 237 176 600 333 6407 Approach %11.33 86.75 1.91 9.66 83.49 6.85 40.96 27.53 31.52 15.87 54.10 30.03 App/Depart 1306 /1774 3240 /3118 752 /545 1109 /970 Peak Volumes 57 407 6 118 1033 82 102 70 80 90 211 109 2365 Approach %12.13 86.60 1.28 9.57 83.78 6.65 40.48 27.78 31.75 21.95 51.46 26.59 Pk Hr FACTOR:0.9041 AM Pk Hr at: PM 3:30 PM 23 277 6 42 130 34 31 38 8 12 49 24 674 3:45 PM 16 276 6 58 147 35 40 37 9 8 39 23 694 4:00 PM 24 313 11 43 146 35 45 58 15 6 50 29 775 4:15 PM 28 257 15 54 125 24 38 51 14 7 42 22 677 4:30 PM 23 328 20 44 135 22 44 59 19 9 60 27 790 4:45 PM 21 297 14 48 151 20 26 67 10 8 62 32 756 5:00 PM 26 313 17 68 150 35 33 64 15 11 42 31 805 5:15 PM 33 351 23 43 174 43 42 52 17 7 48 23 856 5:30 PM 30 246 15 60 157 37 40 59 14 10 46 34 748 5:45 PM 37 264 13 51 131 27 42 56 12 6 37 39 715 6:00 PM 27 208 18 41 98 27 38 73 12 7 52 33 634 6:15 PM 16 161 13 46 119 30 31 58 8 4 37 26 549 Volumes 304 3291 171 598 1663 369 450 672 153 95 564 343 8673 Approach %8.07 87.39 4.54 22.74 63.23 14.03 35.29 52.71 12.00 9.48 56.29 34.23 App/Depart 3766 /4084 2630 /1911 1275 /1441 1002 /1237 Peak Volumes 103 1289 74 203 610 120 145 242 61 35 212 113 3207 Approach %7.03 87.93 5.05 21.76 65.38 12.86 32.37 54.02 13.62 9.72 58.89 31.39 Pk Hr FACTOR:0.9366 PM Pk Hr at: 0.90 0.90 0.92 0.88 430 0.93 0.84 0.91 0.83 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND El Camino Real 07/08/2014 Carlsbad Carlsbad Village Dr.TUESDAY 14-1221-003 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:45 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 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 52 394 65 19 1200 28 27 61 204 275 131 21 Adjusted Hourly Volume 52 394 65 19 1200 28 27 61 204 275 152 0 Utilization Factor 0.03 0.10 0.04 0.01 0.30 0.02 0.02 0.03 0.11 0.15 0.04 0.00 Critical Factors 0.03 0.30 0.11 0.15 ICU Ratio =0.69 LOS =B Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day :Tuesday 1681 Total Name :FDS 1247 434 Subtotals 0 Sub -28 1200 19 Sub - Totals totals totals Totals W E e 186 a s 478 0 27 21 s t 292 61 131 427 t 204 275 0 828 A North A p 401 p p p r r 52 394 65 Tamarack Avenue 0 Subtotals 1456 511 Total 1967 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/15/14 8:45 AM 7:45 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 173 1458 254 36 521 61 35 150 61 94 111 23 Adjusted Hourly Volume 173 1458 254 36 521 61 35 150 61 94 134 0 Utilization Factor 0.10 0.36 0.14 0.02 0.13 0.03 0.02 0.08 0.03 0.05 0.03 0.00 Critical Factors 0.36 0.02 0.08 0.05 ICU Ratio =0.61 LOS =B Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day :Tuesday 2134 Total Name :FDS 618 1516 Subtotals 1 Sub -61 521 36 Sub - Totals totals totals Totals W E e 207 a s 453 0 35 23 s t 246 150 111 228 t 61 94 0 727 A North A p 499 p p p r r 173 1458 254 Tamarack Avenue 0 Subtotals 755 1885 Total 2640 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/15/14 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:1 3 0 1 2 1 1 1 1 1 2 0 6:30 AM 1 37 5 0 204 3 5 4 16 36 19 2 332 6:45 AM 7 56 8 2 292 1 1 9 29 37 24 3 469 7:00 AM 8 53 3 1 255 1 4 14 24 55 36 3 457 7:15 AM 5 55 9 3 301 6 5 9 29 68 30 1 521 7:30 AM 8 84 13 2 307 6 11 12 35 62 35 5 580 7:45 AM 14 57 15 1 397 6 4 15 77 73 43 6 708 8:00 AM 10 110 18 3 273 7 12 14 32 68 22 6 575 8:15 AM 12 104 13 6 280 5 9 12 56 72 33 2 604 8:30 AM 16 123 19 9 250 10 2 20 39 62 33 7 590 8:45 AM 15 108 14 7 260 10 10 16 28 52 32 8 560 9:00 AM 9 114 17 2 165 9 5 25 18 61 31 3 459 9:15 AM 14 88 22 5 182 10 12 16 25 35 20 4 433 Volumes 119 989 156 41 3166 74 80 166 408 681 358 50 6288 Approach %9.41 78.24 12.34 1.25 96.49 2.26 12.23 25.38 62.39 62.53 32.87 4.59 App/Depart 1264 /1119 3281 /4255 654 /363 1089 /551 Peak Volumes 52 394 65 19 1200 28 27 61 204 275 131 21 2477 Approach %10.18 77.10 12.72 1.52 96.23 2.25 9.25 20.89 69.86 64.40 30.68 4.92 Pk Hr FACTOR:0.8746 AM Pk Hr at: PM 3:30 PM 25 286 30 4 115 15 9 18 20 31 15 10 578 3:45 PM 37 272 40 9 139 13 13 27 16 32 19 2 619 4:00 PM 21 282 50 3 143 9 10 24 9 29 22 2 604 4:15 PM 36 301 48 6 121 10 19 28 18 26 22 8 643 4:30 PM 39 302 49 10 139 12 12 36 16 48 21 11 695 4:45 PM 28 391 58 14 130 16 9 43 14 21 27 4 755 5:00 PM 47 335 52 11 131 13 10 33 14 19 27 7 699 5:15 PM 36 400 63 7 148 19 5 33 20 28 31 6 796 5:30 PM 62 332 81 4 112 13 11 41 13 26 26 6 727 5:45 PM 28 307 71 8 127 12 3 34 10 28 25 8 661 6:00 PM 26 226 51 6 138 13 14 30 9 20 23 9 565 6:15 PM 17 211 37 9 134 12 9 32 15 23 18 6 523 Volumes 402 3645 630 91 1577 157 124 379 174 331 276 79 7865 Approach %8.60 77.93 13.47 4.99 86.41 8.60 18.32 55.98 25.70 48.25 40.23 11.52 App/Depart 4677 /3848 1825 /2082 677 /1100 686 /835 Peak Volumes 173 1458 254 36 521 61 35 150 61 94 111 23 2977 Approach %9.18 77.35 13.47 5.83 84.30 9.87 14.23 60.98 24.80 41.23 48.68 10.09 Pk Hr FACTOR:0.935 PM Pk Hr at: El Camino Real 07/15/2014 Carlsbad Tamarack Ave. TUESDAY 14-1221-004 all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.81 0.77 0.76 0.88 745 0.94 0.89 0.93 0.88 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 61 369 143 17 1526 245 38 77 80 917 456 33 Adjusted Hourly Volume 61 369 143 17 1526 226 38 77 80 917 489 0 Utilization Factor 0.03 0.09 0.08 0.01 0.25 0.13 0.01 0.04 0.04 0.25 0.12 0.00 Critical Factors 0.03 0.25 0.04 0.25 ICU Ratio =0.67 LOS =B Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day :Tuesday 2204 Total Name :FDS 1788 416 Subtotals 3 Sub -245 1526 17 Sub - Totals totals totals Totals W E e 741 a s 936 0 38 33 s t 195 77 456 1406 t 80 917 0 2546 A North A p 1140 p p p r r 61 369 143 Cannon Road 2 Subtotals 1665 573 Total 2238 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/15/14 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 53 1452 821 26 580 117 294 562 96 300 151 30 Adjusted Hourly Volume 53 1452 821 26 580 0 294 658 0 300 181 0 Utilization Factor 0.03 0.36 0.46 0.01 0.10 0.00 0.08 0.16 0.00 0.08 0.05 0.00 Critical Factors 0.46 0.01 0.16 0.08 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 :Tuesday 2227 Total Name :FDS 723 1504 Subtotals 4 Sub -117 580 26 Sub - Totals totals totals Totals W E e 565 a s 1517 0 294 30 s t 952 562 151 481 t 96 300 1 2167 A North A p 1686 p p p r r 53 1452 821 Cannon Road 3 Subtotals 727 2326 Total 3053 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/15/14 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:1 2 1 1 3 1 2 2 0 2 2 0 6:30 AM 3 37 24 1 202 52 3 8 3 131 130 2 596 6:45 AM 5 59 14 3 288 63 2 11 5 222 150 5 827 7:00 AM 7 70 25 3 293 46 5 14 7 174 83 0 727 7:15 AM 11 52 23 3 340 54 11 19 11 186 122 4 836 7:30 AM 10 71 32 3 355 64 8 15 15 242 110 9 934 7:45 AM 22 87 35 2 485 82 10 18 24 229 148 4 1146 8:00 AM 13 101 49 6 335 40 9 20 20 200 83 8 884 8:15 AM 16 110 27 6 351 59 11 24 21 246 115 12 998 8:30 AM 15 114 32 9 329 45 18 21 25 206 75 9 898 8:45 AM 24 110 49 8 291 40 15 25 29 189 91 10 881 9:00 AM 19 102 42 7 275 37 14 21 33 147 65 8 770 9:15 AM 18 129 52 6 190 35 18 19 30 124 92 4 717 Volumes 163 1042 404 57 3734 617 124 215 223 2296 1264 75 10214 Approach %10.13 64.76 25.11 1.29 84.71 14.00 22.06 38.26 39.68 63.16 34.77 2.06 App/Depart 1609 /1241 4408 /6253 562 /676 3635 /2044 Peak Volumes 61 369 143 17 1526 245 38 77 80 917 456 33 3962 Approach %10.65 64.40 24.96 0.95 85.35 13.70 19.49 39.49 41.03 65.22 32.43 2.35 Pk Hr FACTOR:0.8643 AM Pk Hr at: PM 3:30 PM 12 258 134 13 123 39 38 74 26 99 58 8 882 3:45 PM 13 287 160 7 195 35 41 86 18 89 47 3 981 4:00 PM 13 303 184 10 161 23 50 95 19 77 39 11 985 4:15 PM 16 330 227 5 156 24 54 101 22 78 39 9 1061 4:30 PM 12 333 201 7 155 40 49 114 24 64 59 3 1061 4:45 PM 13 402 234 6 153 28 78 123 31 80 33 8 1189 5:00 PM 11 256 138 6 139 33 77 163 23 66 45 7 964 5:15 PM 18 407 201 9 139 35 70 122 19 88 40 13 1161 5:30 PM 11 387 248 5 149 21 69 154 23 66 33 2 1168 5:45 PM 13 338 220 9 124 32 65 125 22 62 54 10 1074 6:00 PM 9 248 139 11 107 23 58 104 24 56 29 5 813 6:15 PM 8 232 142 9 107 20 54 123 28 54 36 7 820 Volumes 149 3781 2228 97 1708 353 703 1384 279 879 512 86 12159 Approach %2.42 61.40 36.18 4.49 79.15 16.36 29.71 58.50 11.79 59.51 34.66 5.82 App/Depart 6158 /4570 2158 /2866 2366 /3709 1477 /1014 Peak Volumes 53 1452 821 26 580 117 294 562 96 300 151 30 4482 Approach %2.28 62.42 35.30 3.60 80.22 16.18 30.88 59.03 10.08 62.37 31.39 6.24 Pk Hr FACTOR:0.9424 PM Pk Hr at: 0.90 0.97 0.90 0.85 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.88 0.79 0.87 0.92 730 El Camino Real 07/15/2014 Carlsbad Cannon Rd. TUESDAY 14-1221-005 -- all move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config - (left) 2 1 1 1 1 urations31111 4111111 51 6 Outside 7 Free-flow 1 Lane Settings 131131220211 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 151 549 24 27 2098 555 105 15 12 41 33 38 Adjusted Hourly Volume 151 549 24 27 2098 0 105 15 0 41 33 38 Utilization Factor 0.08 0.09 0.01 0.02 0.35 0.00 0.03 0.00 0.00 0.01 0.02 0.02 Critical Factors 0.08 0.35 0.03 0.02 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Tuesday 3294 Total Name : FDS 2680 614 Subtotals 0 Sub - 555 2098 27 Sub - Totals totals totals Totals W E e 764 a s 896 0 105 38 s t 132 15 33 112 t 12 41 0 192 A North A p 80 p p p r r 151 549 24 College Boulevard 71 Subtotals 2190 724 Total 2914 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/14 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 LaneInside 11111 Config - (left) 2 1 1 1 1 urations31111 4111111 51 6 Outside 7 Free-flow 1 Lane Settings 13113121121 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 42 2039 42 37 1048 127 667 20 26 27 28 33 Adjusted Hourly Volume 42 2039 42 37 1048 0 667 0 26 27 28 33 Utilization Factor 0.02 0.34 0.02 0.02 0.17 0.00 0.19 0.00 0.01 0.01 0.01 0.02 Critical Factors 0.34 0.02 0.19 0.02 ICU Ratio = 0.67 LOS = B Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Tuesday 3320 Total Name : FDS 1212 2108 Subtotals 1 Sub - 127 1048 37 Sub - Totals totals totals Totals W E e 825 a s 1538 0 667 33 s t 713 20 28 88 t 26 27 0 178 A North A p 90 p p p r r 42 2039 42 College Boulevard 3 Subtotals 1113 2123 Total 3236 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/14 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:1 3 1 1 3 1 2 2 0 2 2 0 6:30 AM 16 52 0 0 283 108 14 2 0 2 10 3 490 6:45 AM 16 82 4 4 383 109 14 0 0 9 4 4 629 7:00 AM 16 68 1 1 280 115 20 2 2 7 12 7 531 7:15 AM 28 70 0 0 475 124 17 0 1 6 5 7 733 7:30 AM 38 124 7 2 509 135 21 3 3 7 10 10 869 7:45 AM 38 124 5 7 628 160 28 5 8 10 6 9 1028 8:00 AM 38 145 6 1 481 134 24 3 1 13 9 6 861 8:15 AM 37 156 6 17 480 126 32 4 0 11 8 13 890 8:30 AM 24 214 11 5 441 93 29 5 3 13 8 7 853 8:45 AM 29 182 6 3 373 74 27 2 2 8 13 12 731 9:00 AM 20 157 11 9 284 66 29 10 6 3 6 8 609 9:15 AM 14 150 8 13 274 55 23 5 4 15 8 14 583 Volumes 314 1524 65 62 4891 1299 278 41 30 104 99 100 8807 Approach %16.50 80.08 3.42 0.99 78.23 20.78 79.66 11.75 8.60 34.32 32.67 33.00 App/Depart 1903 /1902 6252 /5025 349 /168 303 /1712 Peak Volumes 151 549 24 27 2098 555 105 15 12 41 33 38 3648 Approach %20.86 75.83 3.31 1.01 78.28 20.71 79.55 11.36 9.09 36.61 29.46 33.93 Pk Hr FACTOR:0.8872 AM Pk Hr at: PM 3:30 PM 9 311 5 7 266 34 79 9 3 10 2 12 747 3:45 PM 12 272 11 7 242 28 90 6 2 6 3 7 686 4:00 PM 11 348 12 16 257 26 127 7 11 7 2 12 836 4:15 PM 8 358 6 9 204 36 89 10 2 7 3 11 743 4:30 PM 9 529 12 13 255 30 167 7 7 4 4 6 1043 4:45 PM 6 343 8 8 249 40 139 2 7 7 3 3 815 5:00 PM 8 607 12 14 246 20 225 5 3 7 10 11 1168 5:15 PM 13 534 8 7 280 32 164 4 8 2 12 12 1076 5:30 PM 15 555 14 8 273 35 139 9 8 11 3 7 1077 5:45 PM 1 264 3 11 213 33 83 6 5 10 3 10 642 6:00 PM 6 301 7 5 147 26 87 8 2 4 1 8 602 6:15 PM 6 209 8 4 136 21 62 8 4 2 1 8 469 Volumes 104 4631 106 109 2768 361 1451 81 62 77 47 107 9904 Approach %2.15 95.66 2.19 3.37 85.48 11.15 91.03 5.08 3.89 33.33 20.35 46.32 App/Depart 4841 /6189 3238 /2907 1594 /296 231 /512 Peak Volumes 42 2039 42 37 1048 127 667 20 26 27 28 33 4136 Approach %1.98 96.04 1.98 3.05 86.47 10.48 93.55 2.81 3.65 30.68 31.82 37.50 Pk Hr FACTOR:0.8853 PM Pk Hr at: 0.85 0.95 0.77 0.79 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.91 0.84 0.80 0.88 730 El Camino Real 07/22/2014 Carlsbad College Blvd. TUESDAY 14-1221-006 -- All Move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 41 1 1 1 511 1 61 Outside 7 Free-flow Lane Settings 230231121121 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 709 611 98 440 1206 220 31 139 73 114 626 170 Adjusted Hourly Volume 709 709 0 440 1206 220 31 139 73 114 626 170 Utilization Factor 0.20 0.12 0.00 0.12 0.20 0.12 0.02 0.03 0.04 0.06 0.16 0.09 Critical Factors 0.20 0.20 0.02 0.16 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Tuesday 3060 Total Name : FDS 1866 1194 Subtotals 27 Sub - 220 1206 440 Sub - Totals totals totals Totals W E e 883 a s 1126 0 31 170 s t 243 139 626 910 t 73 114 0 1288 A North A p 378 p p p r r 709 611 98 Faraday Avenue 6 Subtotals 1982 1418 Total 3400 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/14 8:45 AM 7:45 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) 4:30 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 4 1 1 1 1 5 11 1 6 1 Outside 7 Free-flow Lane Settings 23023111212 1 Capacity 3600 6000 0 3600 6000 1800 1800 2000 3600 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 172 1128 95 227 712 18 250 497 851 196 137 311 Adjusted Hourly Volume 172 1223 0 227 712 18 250 249 1100 196 137 311 Utilization Factor 0.05 0.20 0.00 0.06 0.12 0.01 0.14 0.12 0.31 0.11 0.03 0.17 Critical Factors 0.20 0.06 0.31 0.11 ICU Ratio = 0.78 LOS = C Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Tuesday 2612 Total Name : FDS 957 1655 Subtotals 11 Sub - 18 712 227 Sub - Totals totals totals Totals W E e 447 a s 2045 0 250 311 s t 1598 497 137 644 t 851 196 0 1443 A North A p 799 p p p r r 172 1128 95 Faraday Avenue 42 Subtotals 1693 1395 Total 3088 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/14 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 3 0 2 3 1 1 1.5 1.5 1 2 1 6:30 AM 89 58 12 100 173 12 2 12 6 8 72 6 550 6:45 AM 76 76 26 113 220 20 0 31 4 14 122 11 713 7:00 AM 96 89 19 100 216 36 1 28 6 19 117 12 739 7:15 AM 148 108 19 103 234 42 2 17 10 23 169 23 898 7:30 AM 132 147 26 98 346 46 4 22 12 29 138 33 1033 7:45 AM 167 114 26 173 365 69 3 35 8 27 129 34 1150 8:00 AM 165 147 28 112 312 51 5 38 14 33 176 37 1118 8:15 AM 180 159 23 89 262 45 13 43 32 25 176 54 1101 8:30 AM 197 191 21 66 267 55 10 23 19 29 145 45 1068 8:45 AM 161 160 27 80 254 50 1 25 19 52 151 60 1040 9:00 AM 120 156 24 86 237 41 6 40 21 35 107 32 905 9:15 AM 142 160 19 62 244 28 9 24 21 37 79 28 853 Volumes 1673 1565 270 1182 3130 495 56 338 172 331 1581 375 11168 Approach %47.69 44.61 7.70 24.59 65.11 10.30 9.89 59.72 30.39 14.47 69.13 16.40 App/Depart 3508 /1996 4807 /3633 566 /1790 2287 /3749 Peak Volumes 709 611 98 440 1206 220 31 139 73 114 626 170 4437 Approach %50.00 43.09 6.91 23.58 64.63 11.79 12.76 57.20 30.04 12.53 68.79 18.68 Pk Hr FACTOR:0.9646 AM Pk Hr at: PM 3:30 PM 50 275 16 51 207 8 25 106 116 56 55 57 1022 3:45 PM 45 241 14 62 219 5 36 96 100 43 36 45 942 4:00 PM 59 243 27 38 205 9 83 143 199 56 50 58 1170 4:15 PM 29 306 25 56 227 2 35 89 164 39 39 62 1073 4:30 PM 60 286 20 48 192 1 50 104 250 47 26 100 1184 4:45 PM 39 242 29 67 165 5 57 117 202 41 42 67 1073 5:00 PM 30 295 21 62 152 8 86 172 225 68 42 75 1236 5:15 PM 43 305 25 50 203 4 57 104 174 40 27 69 1101 5:30 PM 45 300 18 40 174 5 43 139 130 50 22 77 1043 5:45 PM 24 227 13 22 188 2 28 102 109 30 43 42 830 6:00 PM 28 300 8 25 111 3 36 103 97 34 22 50 817 6:15 PM 13 236 8 30 164 4 13 56 68 20 21 38 671 Volumes 465 3256 224 551 2207 56 549 1331 1834 524 425 740 12162 Approach %11.79 82.53 5.68 19.58 78.43 1.99 14.78 35.84 49.38 31.02 25.16 43.81 App/Depart 3945 /4545 2814 /4565 3714 /2106 1689 /946 Peak Volumes 172 1128 95 227 712 18 250 497 851 196 137 311 4594 Approach %12.33 80.86 6.81 23.72 74.40 1.88 15.64 31.10 53.25 30.43 21.27 48.29 Pk Hr FACTOR:0.9292 PM Pk Hr at: El Camino Real 07/22/2014 Carlsbad Faraday Ave. TUESDAY 14-1221-007 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.87 0.77 0.69 0.89 745 0.93 0.93 0.83 0.87 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config -(left) 21111 urations31111 41111 51111 61111 Outside 7 1 1 Free-flow Lane Settings 232231231232 Capacity 3600 6000 3600 3600 6000 1800 3600 6000 1800 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 120 621 423 484 950 362 168 818 134 543 1235 492 Adjusted Hourly Volume 120 621 152 484 950 278 168 818 134 543 1235 492 Utilization Factor 0.03 0.10 0.04 0.13 0.16 0.15 0.05 0.14 0.07 0.15 0.21 0.14 Critical Factors 0.10 0.13 0.14 0.15 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 3390 Total Name : FDS 1796 1594 Subtotals 3 Sub - 362 950 484 Sub - Totals totals totals Totals W E e 1776 a s 2896 0 168 492 s t 1120 818 1235 2270 t 134 543 0 4057 A North A p 1787 p p p r r 120 621 423 Palomar Airport Road 11 Subtotals 1193 1164 Total 2357 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/14 8:45 AM 7:45 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 6 1 1 1 1 Outside 7 1 1 Free-flow Lane Settings 23223123123 2 Capacity 3600 6000 3600 3600 6000 1800 3600 6000 1800 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 194 785 458 651 922 156 275 1461 117 533 958 323 Adjusted Hourly Volume 194 785 192 651 922 19 275 1461 117 533 958 323 Utilization Factor 0.05 0.13 0.05 0.18 0.15 0.01 0.08 0.24 0.07 0.15 0.16 0.09 Critical Factors 0.13 0.18 0.24 0.15 ICU Ratio = 0.80 LOS = C Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 3486 Total Name : FDS 1729 1757 Subtotals 2 Sub - 156 922 651 Sub - Totals totals totals Totals W E e 1406 a s 3259 0 275 323 s t 1853 1461 958 1814 t 117 533 0 4268 A North A p 2454 p p p r r 194 785 458 Palomar Airport Road 17 Subtotals 1216 1437 Total 2653 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/14 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 3 2 2 3 1 2 3 1 2 3 2 6:30 AM 16 47 57 35 71 36 20 113 14 60 216 75 760 6:45 AM 16 70 71 72 143 63 29 154 14 95 343 87 1157 7:00 AM 29 96 69 48 82 45 26 128 18 91 259 89 980 7:15 AM 15 106 89 90 153 62 24 143 18 109 292 107 1208 7:30 AM 29 102 82 108 197 64 31 176 38 86 273 120 1306 7:45 AM 30 139 116 162 240 123 60 199 31 94 322 109 1625 8:00 AM 27 171 102 97 231 83 32 209 35 154 347 157 1645 8:15 AM 33 175 104 138 272 91 42 198 40 135 254 119 1601 8:30 AM 30 136 101 87 207 65 34 212 28 160 312 107 1479 8:45 AM 30 197 117 94 236 72 39 176 45 114 283 112 1515 9:00 AM 43 130 85 96 178 56 42 197 34 151 244 88 1344 9:15 AM 31 106 75 86 171 77 25 149 38 108 226 102 1194 Volumes 329 1475 1068 1113 2181 837 404 2054 353 1357 3371 1272 15814 Approach %11.46 51.36 37.19 26.94 52.80 20.26 14.37 73.07 12.56 22.62 56.18 21.20 App/Depart 2872 /3151 4131 /3891 2811 /4235 6000 /4537 Peak Volumes 120 621 423 484 950 362 168 818 134 543 1235 492 6350 Approach %10.31 53.35 36.34 26.95 52.90 20.16 15.00 73.04 11.96 23.92 54.41 21.67 Pk Hr FACTOR:0.965 AM Pk Hr at: PM 3:30 PM 49 169 116 145 175 21 63 328 30 97 194 78 1465 3:45 PM 46 166 90 128 149 20 59 298 26 107 238 108 1435 4:00 PM 40 155 100 154 159 44 68 296 22 125 230 82 1475 4:15 PM 45 206 119 120 185 41 59 376 30 110 207 86 1584 4:30 PM 46 162 107 129 188 42 74 353 18 112 231 110 1572 4:45 PM 48 167 102 164 187 35 77 345 32 124 249 60 1590 5:00 PM 50 187 134 165 246 49 73 375 27 133 248 119 1806 5:15 PM 57 212 106 161 264 45 64 376 30 153 252 77 1797 5:30 PM 39 219 116 161 225 27 61 365 28 123 209 67 1640 5:45 PM 47 175 131 110 155 28 43 312 29 127 220 79 1456 6:00 PM 49 209 122 110 159 33 43 319 18 85 221 89 1457 6:15 PM 55 155 107 103 118 27 45 308 29 111 183 68 1309 Volumes 571 2182 1350 1650 2210 412 729 4051 319 1407 2682 1023 18586 Approach %13.92 53.18 32.90 38.62 51.73 9.64 14.30 79.45 6.26 27.52 52.46 20.01 App/Depart 4103 /3934 4272 /3936 5099 /7051 5112 /3665 Peak Volumes 194 785 458 651 922 156 275 1461 117 533 958 323 6833 Approach %13.50 54.63 31.87 37.65 53.33 9.02 14.84 78.85 6.31 29.38 52.81 17.81 Pk Hr FACTOR:0.9459 PM Pk Hr at: El Camino Real 07/23/2014 Carlsbad Palomar Airport Rd. WEDNESDAY 14-1221-008 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.86 0.97 0.86 745 0.96 0.92 0.98 0.91 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 121130101101 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 110 1180 16 11 833 122 373 5 135 2 6 8 Adjusted Hourly Volume 110 1180 16 11 955 0 373 0 140 2 0 14 Utilization Factor 0.06 0.30 0.01 0.01 0.16 0.00 0.21 0.00 0.08 0.00 0.00 0.01 Critical Factors 0.30 0.01 0.21 0.01 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Wednesday 2165 Total Name : FDS 966 1199 Subtotals 0 Sub - 122 833 11 Sub - Totals totals totals Totals W E e 501 a s 1014 0 373 8 s t 513 5 6 16 t 135 2 0 39 A North A p 23 p p p r r 110 1180 16 Cassia Road 0 Subtotals 1078 1306 Total 2384 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/14 9:15 AM 8:15 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) 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 4 1 11 5 6 Outside 7 Free-flow Lane Settings 12113010110 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 200 1066 8 10 1665 372 244 1 171 12 2 7 Adjusted Hourly Volume 200 1066 8 10 2037 0 244 0 172 12 0 9 Utilization Factor 0.11 0.27 0.00 0.01 0.34 0.00 0.14 0.00 0.10 0.01 0.00 0.01 Critical Factors 0.11 0.34 0.14 0.01 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Wednesday 3130 Total Name : FDS 2047 1083 Subtotals 0 Sub - 372 1665 10 Sub - Totals totals totals Totals W E e 618 a s 1034 0 244 7 s t 416 1 2 21 t 171 12 0 42 A North A p 21 p p p r r 200 1066 8 Cassia Road 0 Subtotals 2036 1274 Total 3310 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/14 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:121130110110 6:30 AM 13 121 2 3 112 27 33 0 19 2 0 3 335 6:45 AM 20 170 2 1 123 22 75 1 27 0 0 2 443 7:00 AM 11 202 2 3 101 12 50 0 21 0 0 1 403 7:15 AM 15 224 5 3 158 28 66 0 19 0 0 0 518 7:30 AM 18 281 3 3 197 30 63 3 25 2 0 2 627 7:45 AM 16 354 3 0 235 21 82 2 19 0 0 2 734 8:00 AM 22 289 2 0 175 30 94 1 29 1 1 0 644 8:15 AM 31 323 3 0 207 26 103 1 38 0 3 0 735 8:30 AM 21 265 4 3 190 18 64 1 37 0 1 2 606 8:45 AM 42 317 6 3 195 54 117 2 29 0 2 2 769 9:00 AM 16 275 3 5 241 24 89 1 31 2 0 4 691 9:15 AM 26 249 3 3 168 21 94 6 33 1 0 3 607 Volumes 251 3070 38 27 2102 313 930 18 327 8 7 21 7112 Approach %7.47 91.40 1.13 1.11 86.08 12.82 72.94 1.41 25.65 22.22 19.44 58.33 App/Depart 3359 / 4021 2442 / 2437 1275 / 83 36 / 571 Peak Volumes 110 1180 16 11 833 122 373 5 135 2 6 8 2801 Approach %8.42 90.35 1.23 1.14 86.23 12.63 72.71 0.97 26.32 12.50 37.50 50.00 Pk Hr FACTOR:0.9106 AM Pk Hr at: PM 3:30 PM 26 261 8 7 310 38 50 2 35 4 0 3 744 3:45 PM 33 243 4 4 272 30 74 4 42 2 1 1 710 4:00 PM 33 258 2 6 318 70 60 1 41 3 1 4 797 4:15 PM 44 255 3 5 357 59 42 1 27 6 1 2 802 4:30 PM 38 217 4 4 358 68 64 1 44 1 1 3 803 4:45 PM 50 237 1 4 375 58 44 1 49 0 1 3 823 5:00 PM 54 252 3 2 434 76 70 0 39 3 1 1 935 5:15 PM 44 299 0 2 485 94 57 1 40 2 0 2 1026 5:30 PM 48 271 2 5 375 85 67 0 52 2 1 2 910 5:45 PM 54 244 3 1 371 117 50 0 40 5 0 2 887 6:00 PM 37 219 3 5 321 77 50 2 50 0 2 0 766 6:15 PM 45 208 2 0 240 48 49 2 42 0 1 3 640 Volumes 506 2964 35 45 4216 820 677 15 501 28 10 26 9843 Approach %14.44 84.56 1.00 0.89 82.98 16.14 56.75 1.26 41.99 43.75 15.63 40.63 App/Depart 3505 / 3667 5081 / 4745 1193 / 95 64 / 1336 Peak Volumes 200 1066 8 10 1665 372 244 1 171 12 2 7 3758 Approach %15.70 83.67 0.63 0.49 81.34 18.17 58.65 0.24 41.11 57.14 9.52 33.33 Pk Hr FACTOR:0.9157 PM Pk Hr at: El Camino Real 07/30/2014 Carlsbad Cassia Rd. WEDNESDAY 14-1221-009 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.89 0.89 0.87 0.67 815 0.93 0.88 0.87 0.75 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config -(left) 21111 urations31111 4111111 51 11 61 Outside 7 Free-flow Lane Settings 231230220211 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 23 1409 182 105 1015 14 10 6 4 300 3 176 Adjusted Hourly Volume 23 1409 182 105 1029 0 10 10 0 300 0 179 Utilization Factor 0.01 0.23 0.10 0.03 0.17 0.00 0.00 0.00 0.00 0.08 0.00 0.10 Critical Factors 0.23 0.03 0.00 0.10 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Wednesday 2823 Total Name : FDS 1134 1689 Subtotals 1 Sub - 14 1015 105 Sub - Totals totals totals Totals W E e44 a s64 0 10 176 s t 20 6 3 479 t 4 300 0 968 A North A p 489 p p p r r 23 1409 182 Poinsettia Lane 17 Subtotals 1025 1614 Total 2639 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/14 8:45 AM 7:45 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 11 11 5 1 11 6 1 Outside 7 Free-flow Lane Settings 23123022021 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 17 1131 404 241 1752 20 15 9 5 292 13 138 Adjusted Hourly Volume 17 1131 404 241 1772 0 15 9 14 292 0 151 Utilization Factor 0.00 0.19 0.22 0.07 0.30 0.00 0.00 0.00 0.00 0.08 0.00 0.08 Critical Factors 0.00 0.30 0.00 0.08 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Wednesday 3523 Total Name : FDS 2013 1510 Subtotals 0 Sub - 20 1752 241 Sub - Totals totals totals Totals W E e60 a s89 0 15 138 s t 29 9 13 443 t 5 292 0 1148 A North A p 705 p p p r r 17 1131 404 Poinsettia Lane 12 Subtotals 1762 1552 Total 3314 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/14 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:231230220220 6:30 AM 21362210123120046011353 6:45 AM 5182306169040267035500 7:00 AM 92151922161201058034521 7:15 AM 42725015207020145030626 7:30 AM 12834514254010079329709 7:45 AM 103904928260144087031864 8:00 AM 22953321253511178142733 8:15 AM 93404530251751273145809 8:30 AM 23845526251100162158841 8:45 AM 32974438242331771562776 9:00 AM 72965132197112157221668 9:15 AM 32424843252100248138678 Volumes 57 3332 491 285 2620 22 23 10 17 771 14 436 8078 Approach %1.47 85.88 12.65 9.74 89.51 0.75 46.00 20.00 34.00 63.14 1.15 35.71 App/Depart 3880 / 3791 2927 / 3408 50 / 786 1221 / 93 Peak Volumes 23 1409 182 105 1015 14 10 6 4 300 3 176 3247 Approach %1.43 87.30 11.28 9.26 89.51 1.23 50.00 30.00 20.00 62.63 0.63 36.74 Pk Hr FACTOR:0.9395 AM Pk Hr at: PM 3:30 PM 62606232325751468228800 3:45 PM 52588458335142252535841 4:00 PM 52227644344820269328803 4:15 PM 41846841232440446229618 4:30 PM 31998852377341244025798 4:45 PM 324510155421520271332940 5:00 PM 32988256386653065539948 5:15 PM 5295117565616623982281179 5:30 PM 629310474384324058339970 5:45 PM 32468159403540165348918 6:00 PM 52269464325902267634834 6:15 PM 32428638309300135231750 Volumes 51 2968 1043 629 4402 60 38 15 23 738 36 396 10399 Approach %1.26 73.07 25.68 12.36 86.47 1.18 50.00 19.74 30.26 63.08 3.08 33.85 App/Depart 4062 / 3402 5091 / 5163 76 / 1687 1170 / 147 Peak Volumes 17 1131 404 241 1752 20 15 9 5 292 13 138 4037 Approach %1.10 72.87 26.03 11.97 87.03 0.99 51.72 31.03 17.24 65.91 2.93 31.15 Pk Hr FACTOR:0.856 PM Pk Hr at: 0.93 0.81 0.66 0.87 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.98 0.63 0.99 745 El Camino Real 07/30/2014 Carlsbad Poinsettia Ln. WEDNESDAY 14-1221-010 -- All Move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config -(left) 21111 urations31111 411111 51 11 1 61 Outside 7 Free-flow Lane Settings 231230221220 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 222 1384 191 75 1008 79 89 139 292 567 287 97 Adjusted Hourly Volume 222 1384 191 75 1087 0 89 139 181 567 384 0 Utilization Factor 0.06 0.23 0.11 0.02 0.18 0.00 0.02 0.03 0.10 0.16 0.10 0.00 Critical Factors 0.23 0.02 0.10 0.16 ICU Ratio = 0.61 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 2717 Total Name : FDS 1162 1555 Subtotals 2 Sub - 79 1008 75 Sub - Totals totals totals Totals W E e 454 a s 974 1 89 97 s t 520 139 287 951 t 292 567 5 1845 A North A p 894 p p p r r Aviara Parkway 222 1384 191 Alga Road 0 Subtotals 1527 1797 Total 3324 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/14 9:15 AM 8:15 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 11 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 23123022122 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 440 1452 534 197 1556 96 130 380 329 345 270 76 Adjusted Hourly Volume 440 1452 534 197 1652 0 130 380 109 345 346 0 Utilization Factor 0.12 0.24 0.30 0.05 0.28 0.00 0.04 0.10 0.06 0.10 0.09 0.00 Critical Factors 0.12 0.28 0.10 0.10 ICU Ratio = 0.70 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 3562 Total Name : FDS 1849 1713 Subtotals 12 Sub - 96 1556 197 Sub - Totals totals totals Totals W E e 496 a s 1335 0 130 76 s t 839 380 270 691 t 329 345 2 1960 A North A p 1269 p p p r r Aviara Parkway 440 1452 534 Alga Road 0 Subtotals 2327 2426 Total 4753 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/14 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:231230221220 6:30 AM 8 142 13 2 162 5 12 13 24 133 36 10 560 6:45 AM 15 157 19 5 187 7 12 15 33 108 45 18 621 7:00 AM 24 201 16 10 225 15 7 20 26 117 36 14 711 7:15 AM 20 254 21 5 217 10 18 22 28 162 58 24 839 7:30 AM 39 260 39 22 295 5 16 24 42 161 54 23 980 7:45 AM 33 394 37 12 292 20 24 27 44 169 56 30 1138 8:00 AM 29 265 30 17 241 10 23 29 62 154 67 26 953 8:15 AM 48 368 42 17 331 23 26 32 75 161 64 29 1216 8:30 AM 38 338 39 17 258 15 28 36 68 159 89 30 1115 8:45 AM 73 360 43 19 246 29 19 29 73 126 61 21 1099 9:00 AM 63 318 67 22 173 12 16 42 76 121 73 17 1000 9:15 AM 55 270 48 21 255 15 23 53 79 121 63 18 1021 Volumes 445 3327 414 169 2882 166 224 342 630 1692 702 260 11253 Approach %10.63 79.48 9.89 5.25 89.59 5.16 18.73 28.60 52.68 63.75 26.45 9.80 App/Depart 4186 / 3811 3217 / 5204 1196 / 925 2654 / 1313 Peak Volumes 222 1384 191 75 1008 79 89 139 292 567 287 97 4430 Approach %12.35 77.02 10.63 6.45 86.75 6.80 17.12 26.73 56.15 59.62 30.18 10.20 Pk Hr FACTOR:0.9108 AM Pk Hr at: PM 3:30 PM 92 292 127 23 340 29 24 61 76 72 41 22 1199 3:45 PM 77 341 102 40 268 31 38 73 77 80 62 24 1213 4:00 PM 79 262 115 49 347 32 28 103 100 62 42 15 1234 4:15 PM 108 346 135 31 291 18 30 75 76 83 63 13 1269 4:30 PM 86 315 132 37 323 35 17 90 92 91 61 15 1294 4:45 PM 106 328 118 40 372 34 22 86 77 89 79 18 1369 5:00 PM 109 357 133 51 332 18 30 94 81 81 65 23 1374 5:15 PM 106 415 152 48 467 29 35 107 102 88 67 15 1631 5:30 PM 119 352 131 58 385 15 43 93 69 87 59 20 1431 5:45 PM 74 294 154 30 359 30 20 115 69 67 53 15 1280 6:00 PM 99 313 161 51 280 26 27 66 57 91 77 18 1266 6:15 PM 99 262 138 40 292 23 22 77 73 61 63 20 1170 Volumes 1154 3877 1598 498 4056 320 336 1040 949 952 732 218 15730 Approach %17.41 58.49 24.11 10.22 83.22 6.57 14.45 44.73 40.82 50.05 38.49 11.46 App/Depart 6629 / 4431 4874 / 5957 2325 / 3136 1902 / 2206 Peak Volumes 440 1452 534 197 1556 96 130 380 329 345 270 76 5805 Approach %18.14 59.85 22.01 10.65 84.15 5.19 15.49 45.29 39.21 49.93 39.07 11.00 Pk Hr FACTOR:0.8898 PM Pk Hr at: El Camino Real 07/30/2014 Carlsbad Alga Rd. / WEDNESDAY 14-1221-011--All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.94 0.78 0.97 0.86 815 0.90 0.85 0.86 0.93 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 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 urations31111 4111 1 511 1 1 61 Outside 7 Free-flow Lane Settings 230231221121 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 224 801 22 87 1279 743 776 254 278 152 556 222 Adjusted Hourly Volume 224 823 0 87 1279 355 776 254 278 152 556 222 Utilization Factor 0.06 0.14 0.00 0.02 0.21 0.20 0.22 0.06 0.15 0.08 0.14 0.12 Critical Factors 0.06 0.21 0.22 0.14 ICU Ratio = 0.73 LOS = C Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 3216 Total Name : FDS 2109 1107 Subtotals 4 Sub - 743 1279 87 Sub - Totals totals totals Totals W E e 2074 a s 3382 1 776 222 s t 1308 254 556 930 t 278 152 0 1362 A North A p 432 p p p r r 224 801 22 La Costa Avenue 0 Subtotals 1781 1047 Total 2828 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/14 8:45 AM 7:45 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) 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 11 1 1 6 1 Outside 7 Free-flow Lane Settings 23023122112 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 251 1309 105 254 1307 848 1023 640 249 120 380 182 Adjusted Hourly Volume 251 1414 0 254 1307 337 1023 640 249 120 380 182 Utilization Factor 0.07 0.24 0.00 0.07 0.22 0.19 0.28 0.16 0.14 0.07 0.10 0.10 Critical Factors 0.24 0.07 0.28 0.10 ICU Ratio = 0.79 LOS = C Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 4152 Total Name : FDS 2409 1743 Subtotals 2 Sub - 848 1307 254 Sub - Totals totals totals Totals W E e 2256 a s 4168 0 1023 182 s t 1912 640 380 682 t 249 120 0 1549 A North A p 867 p p p r r 251 1309 105 La Costa Avenue 5 Subtotals 1802 1665 Total 3467 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/14 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:230231221121 6:30 AM 15 67 1 6 87 165 91 42 19 12 114 20 639 6:45 AM 35 68 5 8 192 167 114 61 47 11 135 23 866 7:00 AM 37 101 4 17 144 187 135 48 30 21 146 28 898 7:15 AM 34 120 1 14 230 182 147 43 35 21 124 49 1000 7:30 AM 48 143 3 20 221 192 181 53 62 26 160 46 1155 7:45 AM 66 214 2 29 344 216 207 57 63 37 141 61 1437 8:00 AM 45 145 10 14 279 175 172 79 66 35 166 47 1233 8:15 AM 65 224 7 28 323 176 222 55 67 48 131 50 1396 8:30 AM 48 218 3 16 333 176 175 63 82 32 118 64 1328 8:45 AM 68 216 13 27 316 177 207 77 95 25 124 61 1406 9:00 AM 45 214 11 37 238 132 171 66 59 31 111 46 1161 9:15 AM 56 197 10 48 234 179 149 94 88 33 120 39 1247 Volumes 562 1927 70 264 2941 2124 1971 738 713 332 1590 534 13766 Approach %21.96 75.30 2.74 4.95 55.19 39.86 57.60 21.57 20.84 13.52 64.74 21.74 App/Depart 2559 / 4432 5329 / 3986 3422 / 1072 2456 / 4276 Peak Volumes 224 801 22 87 1279 743 776 254 278 152 556 222 5394 Approach %21.39 76.50 2.10 4.13 60.64 35.23 59.33 19.42 21.25 16.34 59.78 23.87 Pk Hr FACTOR:0.9384 AM Pk Hr at: PM 3:30 PM 57 302 22 41 273 210 221 108 44 23 89 53 1443 3:45 PM 57 292 18 48 279 165 163 98 54 27 120 40 1361 4:00 PM 57 283 21 60 255 181 183 98 65 29 80 46 1358 4:15 PM 74 315 26 61 327 167 217 136 70 34 95 47 1569 4:30 PM 69 349 29 51 283 175 226 118 46 39 92 38 1515 4:45 PM 48 269 32 53 304 170 266 151 53 28 81 32 1487 5:00 PM 62 339 19 71 309 179 229 143 53 26 100 47 1577 5:15 PM 70 322 33 44 367 259 260 199 77 28 101 44 1804 5:30 PM 64 313 30 83 317 225 270 150 68 33 110 43 1706 5:45 PM 55 335 23 56 314 185 264 148 51 33 69 48 1581 6:00 PM 52 270 16 58 226 187 220 158 65 28 84 34 1398 6:15 PM 36 299 27 68 234 146 188 117 47 16 80 42 1300 Volumes 701 3688 296 694 3488 2249 2707 1624 693 344 1101 514 18099 Approach %14.96 78.72 6.32 10.79 54.24 34.97 53.88 32.32 13.79 17.56 56.20 26.24 App/Depart 4685 / 6909 6431 / 4525 5024 / 2614 1959 / 4051 Peak Volumes 251 1309 105 254 1307 848 1023 640 249 120 380 182 6668 Approach %15.08 78.62 6.31 10.54 54.25 35.20 53.50 33.47 13.02 17.60 55.72 26.69 Pk Hr FACTOR:0.9241 PM Pk Hr at: 0.98 0.90 0.89 0.92 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.88 0.90 0.95 0.94 745 El Camino Real 07/30/2014 Carlsbad La Costa Ave. WEDNESDAY 14-1221-012--All Move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 230230120120 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 22 711 71 79 1477 266 81 48 25 158 233 173 Adjusted Hourly Volume 22 782 0 79 1743 0 81 73 0 158 406 0 Utilization Factor 0.01 0.13 0.00 0.02 0.29 0.00 0.05 0.02 0.00 0.09 0.10 0.00 Critical Factors 0.01 0.29 0.05 0.10 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Tuesday 2785 Total Name : FDS 1822 963 Subtotals 0 Sub - 266 1477 79 Sub - Totals totals totals Totals W E e 582 a s 736 0 81 173 s t 154 48 233 564 t 25 158 0 841 A North A p 277 p p p r r 22 711 71 Calle Barcelona 2 Subtotals 1522 804 Total 2326 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 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) 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 11 11 6 Outside 7 Free-flow Lane Settings 23023012012 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 71 1255 273 156 1194 265 289 225 70 118 142 101 Adjusted Hourly Volume 71 1528 0 156 1459 0 289 295 0 118 243 0 Utilization Factor 0.02 0.25 0.00 0.04 0.24 0.00 0.16 0.07 0.00 0.07 0.06 0.00 Critical Factors 0.25 0.04 0.16 0.06 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 3126 Total Name : FDS 1615 1511 Subtotals 1 Sub - 265 1194 156 Sub - Totals totals totals Totals W E e 699 a s 1283 0 289 101 s t 584 225 142 361 t 70 118 0 978 A North A p 617 p p p r r 71 1255 273 Calle Barcelona 3 Subtotals 1332 1599 Total 2931 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 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:23023011.50.5120 6:30 AM 0 50 4 6 107 13 8 4 4 14 21 13 244 6:45 AM 3 66 2 8 166 32 11 5 2 25 53 21 394 7:00 AM 4 82 3 3 207 29 10 7 2 32 30 19 428 7:15 AM 3 120 4 9 237 14 10 3 4 38 45 31 518 7:30 AM 4 139 13 14 330 52 11 17 1 35 53 39 708 7:45 AM 5 148 15 20 335 50 14 13 3 49 72 44 768 8:00 AM 4 147 9 29 377 50 15 10 3 40 64 39 787 8:15 AM 4 163 28 15 370 64 22 11 4 32 48 51 812 8:30 AM 6 173 12 17 360 66 18 15 6 45 66 44 828 8:45 AM 8 228 22 18 370 86 26 12 12 41 55 39 917 9:00 AM 6 204 23 30 263 49 25 17 9 33 57 21 737 9:15 AM 9 176 22 25 313 70 28 23 7 39 29 35 776 Volumes 56 1696 157 194 3435 575 198 137 57 423 593 396 7917 Approach %2.93 88.84 8.22 4.61 81.71 13.68 50.51 34.95 14.54 29.96 42.00 28.05 App/Depart 1909 / 2290 4204 / 3915 392 / 488 1412 / 1224 Peak Volumes 22 711 71 79 1477 266 81 48 25 158 233 173 3344 Approach %2.74 88.43 8.83 4.34 81.06 14.60 52.60 31.17 16.23 28.01 41.31 30.67 Pk Hr FACTOR:0.9117 AM Pk Hr at: PM 3:30 PM 19 290 36 35 245 55 68 51 18 20 35 24 896 3:45 PM 21 281 50 34 294 62 77 54 25 27 37 26 988 4:00 PM 14 338 48 30 232 51 85 44 19 26 28 21 936 4:15 PM 18 293 44 20 307 81 64 38 19 27 37 30 978 4:30 PM 27 275 58 30 254 60 75 35 21 24 38 18 915 4:45 PM 21 293 58 50 293 55 63 50 16 33 37 28 997 5:00 PM 18 338 67 29 292 62 87 58 17 29 36 30 1063 5:15 PM 15 339 81 39 332 66 57 53 22 19 32 28 1083 5:30 PM 17 285 67 38 277 82 82 64 15 37 37 15 1016 5:45 PM 14 280 49 36 294 67 63 49 22 22 35 17 948 6:00 PM 7 273 60 39 266 59 59 51 20 14 20 21 889 6:15 PM 28 223 58 38 233 63 60 68 22 38 36 29 896 Volumes 219 3508 676 418 3319 763 840 615 236 316 408 287 11605 Approach %4.97 79.67 15.35 9.29 73.76 16.96 49.67 36.37 13.96 31.26 40.36 28.39 App/Depart 4403 / 4635 4500 / 3871 1691 / 1709 1011 / 1390 Peak Volumes 71 1255 273 156 1194 265 289 225 70 118 142 101 4159 Approach %4.44 78.49 17.07 9.66 73.93 16.41 49.49 38.53 11.99 32.69 39.34 27.98 Pk Hr FACTOR:0.9601 PM Pk Hr at: El Camino Real 07/29/2014 Carlsbad Calle Barcelona TUESDAY 14-1221-013-- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.78 0.96 0.77 0.91 800 0.92 0.92 0.90 0.92 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 111201110111 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 45 64 151 140 77 26 43 224 51 310 202 268 Adjusted Hourly Volume 45 64 151 217 0 26 43 275 0 310 202 268 Utilization Factor 0.03 0.03 0.08 0.06 0.00 0.01 0.02 0.14 0.00 0.17 0.10 0.15 Critical Factors 0.08 0.06 0.14 0.17 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Thursday 715 Total Name : FDS 243 472 Subtotals 0 Sub - 26 77 140 Sub - Totals totals totals Totals W E e 271 a s 589 0 43 268 s t 318 224 202 780 t 51 310 0 1465 ANorthA p 685 p p p r r 45 64 151 Palomar Airport Road 0 Subtotals 173 260 Total 433 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 9:15 AM 8:15 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) 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 5 6 Outside 7 Free-flow Lane Settings 11120111011 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 87 117 426 253 97 64 58 297 42 257 411 271 Adjusted Hourly Volume 87 117 426 350 0 64 58 339 0 257 411 271 Utilization Factor 0.05 0.06 0.24 0.10 0.00 0.04 0.03 0.17 0.00 0.14 0.21 0.15 Critical Factors 0.24 0.10 0.17 0.14 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Thursday 1055 Total Name : FDS 414 641 Subtotals 0 Sub - 64 97 253 Sub - Totals totals totals Totals W E e 533 a s 930 0 58 271 s t 397 297 411 939 t 42 257 0 1919 ANorthA p 980 p p p r r 87 117 426 Palomar Airport Road 0 Subtotals 226 630 Total 856 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 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:1 1 1 1.5 0.5 1 1 1 0 1 1 1 6:30 AM 4 4 9 17 14 5 4 28 6 66 15 36 208 6:45 AM 2 10 11 25 11 1 6 39 11 72 37 48 273 7:00 AM 4 5 14 31 14 6 4 43 8 64 58 36 287 7:15 AM 8 9 22 22 23 6 7 59 14 80 53 53 356 7:30 AM 8 10 22 26 21 7 4 60 16 105 58 60 397 7:45 AM 8 11 35 36 27 6 11 45 13 100 40 83 415 8:00 AM 9 11 25 26 11 10 6 51 16 54 51 63 333 8:15 AM 14 14 31 36 21 2 10 58 16 74 53 71 400 8:30 AM 4 17 34 33 12 9 16 52 18 71 49 72 387 8:45 AM 11 16 42 38 27 8 10 59 12 86 48 62 419 9:00 AM 16 17 44 33 17 7 7 55 5 79 52 63 395 9:15 AM 11 12 34 46 10 5 0 54 10 58 52 56 348 Volumes 99 136 323 369 208 72 85 603 145 909 566 703 4218 Approach %17.74 24.37 57.89 56.86 32.05 11.09 10.20 72.39 17.41 41.74 25.99 32.28 App/Depart 558 /924 649 /1262 833 /1295 2178 /737 Peak Volumes 45 64 151 140 77 26 43 224 51 310 202 268 1601 Approach %17.31 24.62 58.08 57.61 31.69 10.70 13.52 70.44 16.04 39.74 25.90 34.36 Pk Hr FACTOR:0.9553 AM Pk Hr at: PM 3:30 PM 11 16 59 56 32 22 7 77 17 80 104 63 544 3:45 PM 12 21 61 51 27 18 4 71 12 72 95 88 532 4:00 PM 17 26 75 77 28 27 8 87 14 62 136 70 627 4:15 PM 11 17 64 64 33 23 6 72 8 81 115 58 552 4:30 PM 16 26 89 54 21 7 11 97 11 55 85 45 517 4:45 PM 21 30 99 65 26 11 11 68 12 57 94 61 555 5:00 PM 28 32 115 74 29 21 13 78 9 72 103 59 633 5:15 PM 14 21 101 68 29 19 22 82 8 70 96 92 622 5:30 PM 24 34 111 46 13 13 12 69 13 58 118 59 570 5:45 PM 14 31 75 50 11 13 14 73 10 51 119 74 535 6:00 PM 9 17 54 65 12 10 12 88 4 36 86 54 447 6:15 PM 8 15 50 38 15 15 8 67 6 43 95 66 426 Volumes 185 286 953 708 276 199 128 929 124 737 1246 789 6560 Approach %12.99 20.08 66.92 59.85 23.33 16.82 10.84 78.66 10.50 26.59 44.95 28.46 App/Depart 1424 /1203 1183 /1137 1181 /2590 2772 /1630 Peak Volumes 87 117 426 253 97 64 58 297 42 257 411 271 2380 Approach %13.81 18.57 67.62 61.11 23.43 15.46 14.61 74.81 10.58 27.37 43.77 28.86 Pk Hr FACTOR:0.94 PM Pk Hr at: Avenida Encinas 07/17/2014 Carlsbad Palomar Airport THURSDAY 14-1221-014 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.84 0.83 0.92 0.98 815 0.90 0.83 0.89 0.91 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config -(left) 21111 urations31111 411111 1 5111 6 1 Outside 7 1 Free-flow Lane Settings 211211230241 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 179 74 143 106 47 107 157 2168 129 105 829 177 Adjusted Hourly Volume 179 0 217 106 0 154 157 2297 0 105 829 124 Utilization Factor 0.05 0.00 0.12 0.03 0.00 0.09 0.04 0.38 0.00 0.03 0.10 0.07 Critical Factors 0.12 0.03 0.38 0.03 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Thursday 619 Total Name : FDS 260 359 Subtotals 0 Sub - 107 47 106 Sub - Totals totals totals Totals W E e 1091 a s 3545 2 157 177 s t 2454 2168 829 1111 t 129 105 4 3523 ANorthA p 2412 p p p r r 179 74 143 Palomar Airport Road 0 Subtotals 359 396 Total 755 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 9:15 AM 8:15 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 11 11 1 1 5 11 1 6 1 Outside 7 1 Free-flow Lane Settings 21121123024 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 228 142 172 223 99 266 274 1154 131 307 2220 209 Adjusted Hourly Volume 228 0 314 223 0 365 274 1285 0 307 2220 97.5 Utilization Factor 0.06 0.00 0.17 0.06 0.00 0.20 0.08 0.21 0.00 0.09 0.28 0.05 Critical Factors 0.06 0.20 0.08 0.28 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Thursday 1171 Total Name : FDS 588 583 Subtotals 0 Sub - 266 99 223 Sub - Totals totals totals Totals W E e 2751 a s 4310 9 274 209 s t 1559 1154 2220 2736 t 131 307 29 4340 ANorthA p 1604 p p p r r 228 142 172 Palomar Airport Road 0 Subtotals 487 542 Total 1029 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 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 4 1 6:30 AM 18 8 18 4 7 13 11 243 7 8 135 19 491 6:45 AM 32 15 14 7 5 8 15 446 28 11 183 36 800 7:00 AM 39 10 18 21 3 14 17 366 16 17 152 24 697 7:15 AM 36 6 25 13 5 13 35 524 25 17 202 32 933 7:30 AM 47 14 38 14 7 22 22 539 31 25 210 35 1004 7:45 AM 44 17 42 28 12 11 34 673 19 18 185 49 1132 8:00 AM 28 13 39 28 5 36 24 551 33 19 193 56 1025 8:15 AM 47 17 38 28 9 32 39 530 29 26 153 44 992 8:30 AM 46 18 27 20 14 18 42 546 31 24 224 42 1052 8:45 AM 52 28 41 36 15 29 33 550 36 31 214 40 1105 9:00 AM 34 11 37 22 9 28 43 542 33 24 238 51 1072 9:15 AM 48 22 34 36 15 37 50 397 39 26 247 36 987 Volumes 471 179 371 257 106 261 365 5907 327 246 2336 464 11290 Approach %46.13 17.53 36.34 41.19 16.99 41.83 5.53 89.51 4.96 8.08 76.69 15.23 App/Depart 1021 /1008 624 /679 6599 /6535 3046 /3068 Peak Volumes 179 74 143 106 47 107 157 2168 129 105 829 177 4221 Approach %45.20 18.69 36.11 40.77 18.08 41.15 6.40 88.35 5.26 9.45 74.62 15.93 Pk Hr FACTOR:0.955 AM Pk Hr at: PM 3:30 PM 52 24 39 53 26 87 62 281 48 60 404 45 1181 3:45 PM 58 22 43 71 33 78 77 295 36 77 453 43 1286 4:00 PM 50 20 45 71 32 67 68 304 28 75 513 35 1308 4:15 PM 49 28 21 76 34 76 61 311 41 72 449 43 1261 4:30 PM 51 18 35 51 35 71 67 324 42 59 479 48 1280 4:45 PM 45 33 36 48 23 65 64 276 32 63 527 39 1251 5:00 PM 70 42 42 49 26 69 63 292 37 72 533 49 1344 5:15 PM 65 23 37 80 21 65 73 290 36 78 562 67 1397 5:30 PM 54 35 52 54 26 63 67 301 32 79 587 54 1404 5:45 PM 39 42 41 40 26 69 71 271 26 78 538 39 1280 6:00 PM 61 24 43 47 33 54 68 291 45 82 455 26 1229 6:15 PM 74 24 48 65 24 87 73 262 36 69 452 37 1251 Volumes 668 335 482 705 339 851 814 3498 439 864 5952 525 15472 Approach %44.98 22.56 32.46 37.20 17.89 44.91 17.13 73.63 9.24 11.77 81.08 7.15 App/Depart 1485 /1674 1895 /1642 4751 /4685 7341 /7471 Peak Volumes 228 142 172 223 99 266 274 1154 131 307 2220 209 5425 Approach %42.07 26.20 31.73 37.93 16.84 45.24 17.58 74.02 8.40 11.22 81.14 7.64 Pk Hr FACTOR:0.966 PM Pk Hr at: Paseo Del Norte 07/17/2014 Carlsbad Palomar Airport Rd. THURSDAY 14-1221-015 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.82 0.81 0.99 0.89 815 0.88 0.89 0.97 0.95 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 41 11 1 511 61 Outside 7 Free-flow Lane Settings 202211231131 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 112 31 64 76 20 50 177 2142 146 104 969 116 Adjusted Hourly Volume 112 0 95 76 20 50 177 2142 90 104 969 78 Utilization Factor 0.03 0.00 0.03 0.02 0.01 0.03 0.05 0.36 0.05 0.06 0.16 0.04 Critical Factors 0.03 0.03 0.36 0.06 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :Palomar Airport Road and Armada Drive Time : to North Approach Armada Drive Date : Day : Thursday 377 Total Name : FDS 146 231 Subtotals 1 Sub - 50 20 76 Sub - Totals totals totals Totals W E e 1187 a s 3652 9 177 116 s t 2465 2142 969 1189 t 146 104 2 3498 A North A p 2309 p p p r r 112 31 64 Palomar Airport Road 0 Subtotals 280 207 Total 487 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 9:15 AM 8:15 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 20221123113 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 354 50 267 193 48 256 94 1191 135 282 2034 73 Adjusted Hourly Volume 354 0 317 193 48 256 94 1191 0 282 2034 -24 Utilization Factor 0.10 0.00 0.09 0.05 0.02 0.14 0.03 0.20 0.00 0.16 0.34 -0.01 Critical Factors 0.10 0.14 0.03 0.34 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 823 Total Name : FDS 497 326 Subtotals 3 Sub - 256 48 193 Sub - Totals totals totals Totals W E e 2371 a s 3791 13 94 73 s t 1420 1191 2034 2389 t 135 282 3 4129 A North A p 1740 p p p r r 354 50 267 Palomar Airport Road 0 Subtotals 540 671 Total 1211 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 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:20.51.5211231131 6:30 AM 12 4 13 3 5 1 11 332 27 18 172 17 615 6:45 AM 20 10 24 12 1 3 35 418 24 14 185 45 791 7:00 AM 12 2 19 2 4 6 22 260 40 10 163 20 560 7:15 AM 15 4 21 13 3 5 25 490 42 13 197 22 850 7:30 AM 26 7 15 9 6 8 35 358 47 14 136 28 689 7:45 AM 12 2 20 13 8 7 26 509 31 11 168 21 828 8:00 AM 23 13 21 14 4 10 32 551 42 23 194 25 952 8:15 AM 25 10 14 9 4 8 46 562 46 20 196 24 964 8:30 AM 32 3 18 19 8 12 45 481 37 24 214 29 922 8:45 AM 24 6 19 20 5 11 50 564 37 34 286 33 1089 9:00 AM 31 12 13 28 3 19 36 535 26 26 273 30 1032 9:15 AM 42 7 16 18 9 13 66 413 21 33 256 20 914 Volumes 274 80 213 160 60 103 429 5473 420 240 2440 314 10206 Approach %48.32 14.11 37.57 49.54 18.58 31.89 6.79 86.57 6.64 8.02 81.50 10.49 App/Depart 567 / 823 323 / 720 6322 / 5846 2994 / 2817 Peak Volumes 112 31 64 76 20 50 177 2142 146 104 969 116 4007 Approach %54.11 14.98 30.92 52.05 13.70 34.25 7.18 86.90 5.92 8.75 81.50 9.76 Pk Hr FACTOR:0.9199 AM Pk Hr at: PM 3:30 PM 84 13 97 60 11 44 42 281 49 60 395 15 1151 3:45 PM 104 14 66 39 9 53 36 279 32 58 408 14 1112 4:00 PM 91 9 51 50 12 40 34 316 33 79 439 8 1161 4:15 PM 97 14 70 55 14 50 36 239 80 53 411 16 1135 4:30 PM 82 10 66 46 15 52 22 286 44 50 456 13 1142 4:45 PM 75 12 52 50 17 71 33 275 39 80 486 18 1208 5:00 PM 82 14 75 63 15 64 28 263 40 60 495 18 1216 5:15 PM 87 11 62 43 12 81 24 329 28 68 547 20 1312 5:30 PM 97 11 58 41 12 65 16 303 38 90 486 21 1238 5:45 PM 88 14 72 46 9 46 26 296 29 64 506 14 1208 6:00 PM 82 13 56 32 18 49 21 269 55 95 388 18 1095 6:15 PM 104 18 82 31 7 56 30 268 36 73 430 16 1151 Volumes 1073 153 807 556 151 671 348 3404 503 830 5447 191 14129 Approach %52.78 7.53 39.70 40.13 11.00 48.87 8.18 80.00 11.82 12.83 84.21 2.95 App/Depart 2033 / 692 1373 / 1484 4255 / 4762 6468 / 7191 Peak Volumes 354 50 267 193 48 256 94 1191 135 282 2034 73 4974 Approach %52.76 7.45 39.79 38.46 9.72 51.82 6.62 83.87 9.51 11.80 85.14 3.06 Pk Hr FACTOR:0.9478 PM Pk Hr at: Amada Dr./ 07/17/2014 Carlsbad Palomar Airport Rd. THURSDAY 14-1221-016 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.92 0.73 0.94 0.84 815 0.96 0.88 0.93 0.94 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 41 1 1 51 1 1 611 Outside 7 Free-flow Lane Settings 221111231231 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 216 470 228 36 109 162 613 1621 132 159 794 67 Adjusted Hourly Volume 216 470 228 36 109 0 613 1621 132 159 794 67 Utilization Factor 0.06 0.12 0.13 0.02 0.05 0.00 0.17 0.27 0.07 0.04 0.13 0.04 Critical Factors 0.13 0.02 0.27 0.04 ICU Ratio = 0.56 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 880 Total Name : FDS 307 573 Subtotals 0 Sub - 162 109 36 Sub - Totals totals totals Totals W E e 1569 a s 3935 0 613 67 s t 2366 1621 794 1020 t 132 159 1 3027 A North A p 2007 p p p r r 216 470 228 Palomar Airport Road 0 Subtotals 458 914 Total 1372 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/14 8:45 AM 7:45 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) 4:30 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 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 22111123123 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 159 140 139 33 457 541 141 1216 255 220 1560 91 Adjusted Hourly Volume 159 140 139 33 457 470.5 141 1216 255 220 1560 91 Utilization Factor 0.04 0.04 0.08 0.02 0.23 0.26 0.04 0.20 0.14 0.06 0.26 0.05 Critical Factors 0.04 0.26 0.04 0.26 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Palomar Airport Road and College Boulevard/ Aviara Parkway Time : to North Approach College Boulevard/ Aviara Parkway Date : Day : Tuesday 1295 Total Name : FDS 1031 264 Subtotals 0 Sub - 541 457 33 Sub - Totals totals totals Totals W E e 2242 a s 3854 0 141 91 s t 1612 1216 1560 1871 t 255 220 2 3444 A North A p 1573 p p p r r 159 140 139 Palomar Airport Road 0 Subtotals 873 438 Total 1311 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/14 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 1 1 1 1 2 3 1 2 3 1 6:30 AM 27 18 30 5 27 29 44 206 14 20 185 7 612 6:45 AM 28 39 35 10 22 37 75 315 22 29 191 5 808 7:00 AM 20 43 35 6 16 35 98 245 31 21 184 10 744 7:15 AM 41 55 44 9 70 33 105 303 15 25 180 14 894 7:30 AM 38 79 45 9 48 17 177 375 43 28 200 8 1067 7:45 AM 71 125 71 10 35 46 161 390 33 39 227 19 1227 8:00 AM 42 116 53 8 30 31 173 436 35 32 152 18 1126 8:15 AM 48 122 56 14 18 34 154 388 33 46 221 17 1151 8:30 AM 55 107 48 4 26 51 125 407 31 42 194 13 1103 8:45 AM 38 116 58 15 30 55 150 387 26 41 262 20 1198 9:00 AM 39 82 37 13 19 43 125 311 48 23 222 15 977 9:15 AM 50 64 47 9 29 38 63 272 35 25 210 16 858 Volumes 497 966 559 112 370 449 1450 4035 366 371 2428 162 11765 Approach %24.58 47.77 27.65 12.03 39.74 48.23 24.78 68.96 6.26 12.53 82.00 5.47 App/Depart 2022 /2578 931 /1107 5851 /4706 2961 /3374 Peak Volumes 216 470 228 36 109 162 613 1621 132 159 794 67 4607 Approach %23.63 51.42 24.95 11.73 35.50 52.77 25.91 68.51 5.58 15.59 77.84 6.57 Pk Hr FACTOR:0.9387 AM Pk Hr at: PM 3:30 PM 45 30 40 6 49 79 39 312 57 44 362 16 1079 3:45 PM 52 30 32 6 50 91 37 285 54 38 317 17 1009 4:00 PM 45 41 34 9 69 98 44 309 50 43 359 23 1124 4:15 PM 34 34 22 13 59 90 33 305 57 57 314 16 1034 4:30 PM 42 35 31 9 78 119 41 303 76 42 348 21 1145 4:45 PM 45 35 29 11 98 108 35 284 64 39 354 18 1120 5:00 PM 34 30 36 7 139 157 33 319 51 65 406 24 1301 5:15 PM 38 40 43 6 142 157 32 310 64 74 452 28 1386 5:30 PM 44 31 36 8 103 145 27 261 62 58 355 10 1140 5:45 PM 42 24 18 11 85 106 31 294 60 67 351 17 1106 6:00 PM 49 35 23 1 73 125 33 282 62 66 316 16 1081 6:15 PM 38 18 31 2 58 90 29 250 67 52 321 7 963 Volumes 508 383 375 89 1003 1365 414 3514 724 645 4255 213 13488 Approach %40.13 30.25 29.62 3.62 40.82 55.56 8.90 75.54 15.56 12.61 83.22 4.17 App/Depart 1266 /1010 2457 /2372 4652 /3978 5113 /6128 Peak Volumes 159 140 139 33 457 541 141 1216 255 220 1560 91 4952 Approach %36.30 31.96 31.74 3.20 44.33 52.47 8.75 75.43 15.82 11.76 83.38 4.86 Pk Hr FACTOR:0.8932 PM Pk Hr at: 0.90 0.85 0.96 0.84 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.86 0.84 0.92 0.89 745 College Blvd./Aviara Pkwy.07/22/2014 Carlsbad Palomar Airport Rd. TUESDAY 14-1221-017 -- All Move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11 1111 1 Config - (left) 2 1 1 1 urations 3 1 1 1 41111 5 6 Outside 7 Free-flow Lane Settings 111100130130 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 40 9 53 29 3 19 64 1059 175 271 1295 110 Adjusted Hourly Volume 40 9 53 51 0 0 64 1234 0 271 1405 0 Utilization Factor 0.02 0.00 0.03 0.03 0.00 0.00 0.04 0.21 0.00 0.15 0.23 0.00 Critical Factors 0.03 0.03 0.21 0.15 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day : Tuesday 200 Total Name : FDS 51 149 Subtotals 0 Sub - 19 3 29 Sub - Totals totals totals Totals W E e 1377 a s 2675 1 64 110 s t 1298 1059 1295 1676 t 175 271 5 3054 A North A p 1378 p p p r r 40953 Palomar Airport Road 0 Subtotals 223 102 Total 325 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/14 8:45 AM 7:45 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 11 1111 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 11110013013 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 150 14 277 100 13 68 33 1592 55 109 1105 59 Adjusted Hourly Volume 150 14 277 181 0 0 33 1647 0 109 1164 0 Utilization Factor 0.08 0.01 0.15 0.10 0.00 0.00 0.02 0.27 0.00 0.06 0.19 0.00 Critical Factors 0.15 0.10 0.27 0.06 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day : Tuesday 359 Total Name : FDS 181 178 Subtotals 0 Sub - 68 13 100 Sub - Totals totals totals Totals W E e 1201 a s 2881 5 33 59 s t 1680 1592 1105 1273 t 55 109 34 3217 A North A p 1944 p p p r r 150 14 277 Palomar Airport Road 0 Subtotals 252 441 Total 693 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/14 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:1 2 0 0 1 0 1 3 0 1 3 0 6:30 AM 6 0 7 1 0 1 5 168 18 44 222 8 480 6:45 AM 1 0 14 3 0 3 4 170 25 56 320 6 602 7:00 AM 5 0 10 0 0 1 11 164 19 54 244 12 520 7:15 AM 5 2 14 2 0 4 10 209 28 61 307 28 670 7:30 AM 27 2 10 8 2 2 8 222 36 70 307 33 727 7:45 AM 12 1 10 2 1 2 20 276 50 65 357 36 832 8:00 AM 7 3 15 6 1 2 22 239 39 82 293 34 743 8:15 AM 6 2 15 12 1 9 11 271 40 71 329 18 785 8:30 AM 15 3 13 9 0 6 11 273 46 53 316 22 767 8:45 AM 10 3 16 2 0 5 15 250 31 64 290 25 711 9:00 AM 11 2 19 3 1 6 9 223 29 48 240 17 608 9:15 AM 14 2 15 7 0 6 14 208 24 48 263 19 620 Volumes 119 20 158 55 6 47 140 2673 385 716 3488 258 8065 Approach %40.07 6.73 53.20 50.93 5.56 43.52 4.38 83.58 12.04 16.05 78.17 5.78 App/Depart 297 /418 108 /1107 3198 /2886 4462 /3654 Peak Volumes 40 9 53 29 3 19 64 1059 175 271 1295 110 3127 Approach %39.22 8.82 51.96 56.86 5.88 37.25 4.93 81.59 13.48 16.17 77.27 6.56 Pk Hr FACTOR:0.9396 AM Pk Hr at: PM 3:30 PM 25 0 68 18 3 21 5 342 17 24 261 15 799 3:45 PM 20 2 30 14 2 17 10 339 11 21 263 15 744 4:00 PM 31 3 63 14 7 14 10 367 11 27 240 9 796 4:15 PM 31 2 62 20 3 21 11 341 11 33 249 14 798 4:30 PM 43 4 85 24 3 17 12 372 22 37 249 13 881 4:45 PM 32 1 73 23 4 13 5 378 13 29 264 18 853 5:00 PM 46 9 69 28 5 17 8 411 14 13 272 9 901 5:15 PM 29 0 50 25 1 21 8 431 6 30 320 19 940 5:30 PM 26 1 52 21 9 7 5 339 13 20 277 7 777 5:45 PM 24 1 46 14 0 7 8 313 12 15 288 12 740 6:00 PM 14 1 33 9 4 9 3 297 10 12 228 4 624 6:15 PM 17 3 31 10 3 9 6 320 8 12 262 10 691 Volumes 338 27 662 220 44 173 91 4250 148 273 3173 145 9544 Approach %32.91 2.63 64.46 50.34 10.07 39.59 2.03 94.68 3.30 7.60 88.36 4.04 App/Depart 1027 /263 437 /465 4489 /5132 3591 /3684 Peak Volumes 150 14 277 100 13 68 33 1592 55 109 1105 59 3575 Approach %34.01 3.17 62.81 55.25 7.18 37.57 1.96 94.76 3.27 8.56 86.80 4.63 Pk Hr FACTOR:0.9508 PM Pk Hr at: Yarrow Dr. 07/22/2014 Carlsbad Palomar Airport Rd. TUESDAY 14-1221-018 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.82 0.58 0.94 0.91 745 0.84 0.91 0.94 0.86 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config -(left) 21111 urations 3 1 1 1 1 4111 51 6 Outside 7 Free-flow Lane Settings 111111131130 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 37 55 17 29 18 89 308 1169 121 61 2121 149 Adjusted Hourly Volume 37 55 17 29 18 89 308 1169 103 61 2270 0 Utilization Factor 0.02 0.03 0.01 0.02 0.01 0.05 0.17 0.19 0.06 0.03 0.38 0.00 Critical Factors 0.02 0.05 0.17 0.38 ICU Ratio = 0.72 LOS = C 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 372 Total Name : FDS 136 236 Subtotals 0 Sub - 89 18 29 Sub - Totals totals totals Totals W E e 2515 a s 4113 3 308 149 s t 1598 1169 2121 2331 t 121 61 2 3576 A North A p 1245 p p p r r 37 55 17 Palomar Airport Road 3 Subtotals 178 109 Total 287 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/14 8:45 AM 7:45 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) 4:30 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 4 1 11 5 1 6 Outside 7 Free-flow Lane Settings 11111113113 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 63 18 66 80 49 240 88 2247 146 32 1438 51 Adjusted Hourly Volume 63 18 66 80 49 240 88 2247 114.5 32 1489 0 Utilization Factor 0.04 0.01 0.04 0.04 0.02 0.13 0.05 0.37 0.06 0.02 0.25 0.00 Critical Factors 0.04 0.13 0.37 0.02 ICU Ratio = 0.66 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 518 Total Name : FDS 369 149 Subtotals 0 Sub - 240 49 80 Sub - Totals totals totals Totals W E e 1766 a s 4247 0 88 51 s t 2481 2247 1438 1521 t 146 32 1 3865 A North A p 2344 p p p r r 63 18 66 Palomar Airport Road 0 Subtotals 259 147 Total 406 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/14 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:1 1 1 1 1 1 1 3 1 1 3 0 6:30 AM 5 5 2 4 3 10 30 171 11 4 345 19 609 6:45 AM 2 11 1 3 3 17 36 219 25 14 531 19 881 7:00 AM 4 13 2 9 6 15 51 192 23 16 399 26 756 7:15 AM 4 12 3 4 7 27 40 222 37 10 542 33 941 7:30 AM 3 13 3 7 2 28 52 265 31 10 515 29 958 7:45 AM 11 15 3 7 4 22 83 334 37 14 589 29 1148 8:00 AM 13 18 5 5 4 25 78 276 26 13 542 40 1045 8:15 AM 9 7 4 5 2 17 92 284 36 22 453 42 973 8:30 AM 4 15 5 12 8 25 55 275 22 12 537 38 1008 8:45 AM 9 11 5 12 7 31 80 261 27 16 485 37 981 9:00 AM 8 11 3 5 5 33 60 267 27 14 413 25 871 9:15 AM 5 8 3 11 6 27 49 222 26 14 410 25 806 Volumes 77 139 39 84 57 277 706 2988 328 159 5761 362 10977 Approach %30.20 54.51 15.29 20.10 13.64 66.27 17.55 74.29 8.16 2.53 91.71 5.76 App/Depart 255 /1207 418 /544 4022 /3111 6282 /6115 Peak Volumes 37 55 17 29 18 89 308 1169 121 61 2121 149 4174 Approach %33.94 50.46 15.60 21.32 13.24 65.44 19.27 73.15 7.57 2.62 90.99 6.39 Pk Hr FACTOR:0.909 AM Pk Hr at: PM 3:30 PM 10 4 12 19 5 57 29 480 23 5 351 15 1010 3:45 PM 19 10 8 13 12 40 24 508 29 11 347 19 1040 4:00 PM 12 2 12 25 10 62 30 505 28 12 336 11 1045 4:15 PM 19 4 6 19 8 33 29 527 35 7 321 16 1024 4:30 PM 20 8 9 18 12 76 26 546 29 6 334 14 1098 4:45 PM 10 3 12 17 8 40 17 531 32 10 355 12 1047 5:00 PM 17 5 26 25 12 77 21 545 41 11 370 13 1163 5:15 PM 16 2 19 20 17 47 24 625 44 5 379 12 1210 5:30 PM 8 3 7 20 11 70 15 545 40 4 332 10 1065 5:45 PM 11 4 18 16 8 57 24 472 31 5 348 12 1006 6:00 PM 6 4 10 18 12 54 22 536 18 7 328 17 1032 6:15 PM 10 3 7 21 6 44 12 467 32 12 307 17 938 Volumes 158 52 146 231 121 657 273 6287 382 95 4108 168 12678 Approach %44.38 14.61 41.01 22.89 11.99 65.11 3.93 90.56 5.50 2.17 93.98 3.84 App/Depart 356 /493 1009 /598 6942 /6664 4371 /4923 Peak Volumes 63 18 66 80 49 240 88 2247 146 32 1438 51 4518 Approach %42.86 12.24 44.90 21.68 13.28 65.04 3.55 90.57 5.88 2.10 94.54 3.35 Pk Hr FACTOR:0.9335 PM Pk Hr at: Loker Ave. West/07/23/2014 Carlsbad Palomar Airport Rd. WEDNESDAY 14-1221-019 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.76 0.76 0.88 0.92 745 0.77 0.81 0.90 0.96 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config -(left) 21111 urations31111 411111 1 5111 61 Outside 7 Free-flow Lane Settings 211220231230 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 104 77 111 34 31 8 93 1086 97 272 2172 84 Adjusted Hourly Volume 104 77 111 34 39 0 93 1086 97 272 2256 0 Utilization Factor 0.03 0.04 0.06 0.01 0.01 0.00 0.03 0.18 0.05 0.08 0.38 0.00 Critical Factors 0.06 0.01 0.03 0.38 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day : Wednesday 270 Total Name : FDS 73 197 Subtotals 0 Sub - 8 31 34 Sub - Totals totals totals Totals W E e 2271 a s 3547 2 93 84 s t 1276 1086 2172 2528 t 97 272 35 3962 A North A p 1434 p p p r r 104 77 111 Palomar Airport Road 0 Subtotals 267 292 Total 559 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/14 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) 4:30 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 4 11 11 1 1 5 1 11 6 1 Outside 7 Free-flow Lane Settings 21122023123 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 137 62 250 219 122 27 30 2423 256 445 1336 12 Adjusted Hourly Volume 137 62 250 219 149 0 30 2423 256 445 1348 0 Utilization Factor 0.04 0.03 0.14 0.06 0.04 0.00 0.01 0.40 0.14 0.12 0.22 0.00 Critical Factors 0.14 0.06 0.40 0.12 ICU Ratio = 0.82 LOS = D Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day : Wednesday 661 Total Name : FDS 368 293 Subtotals 0 Sub - 27 122 219 Sub - Totals totals totals Totals W E e 1393 a s 4102 0 30 12 s t 2709 2423 1336 1793 t 256 445 46 4865 A North A p 3072 p p p r r 137 62 250 Palomar Airport Road 0 Subtotals 561 449 Total 1010 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/14 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 1 2 3 0 6:30 AM 9 10 9 2 4 0 7 111 7 22 398 16 595 6:45 AM 14 11 6 2 2 2 11 147 4 35 473 19 726 7:00 AM 16 14 11 4 1 2 21 154 9 34 497 14 777 7:15 AM 20 19 17 1 6 5 20 236 16 46 495 21 902 7:30 AM 24 20 20 9 3 6 24 241 20 61 532 25 985 7:45 AM 21 24 24 8 2 2 22 252 24 63 579 21 1042 8:00 AM 22 21 29 9 8 3 26 300 21 84 557 24 1104 8:15 AM 20 15 33 6 11 1 24 285 28 59 506 20 1008 8:30 AM 41 17 25 11 10 2 21 249 24 66 530 19 1015 8:45 AM 43 25 24 7 14 5 20 228 29 70 421 14 900 9:00 AM 36 21 28 4 16 8 20 214 30 63 364 20 824 9:15 AM 32 16 21 8 13 5 19 196 25 80 338 19 772 Volumes 298 213 247 71 90 41 235 2613 237 683 5690 232 10650 Approach %39.31 28.10 32.59 35.15 44.55 20.30 7.62 84.70 7.68 10.34 86.15 3.51 App/Depart 758 /680 202 /1010 3085 /2931 6605 /6029 Peak Volumes 104 77 111 34 31 8 93 1086 97 272 2172 84 4169 Approach %35.62 26.37 38.01 46.58 42.47 10.96 7.29 85.11 7.60 10.76 85.92 3.32 Pk Hr FACTOR:0.9441 AM Pk Hr at: PM 3:30 PM 33 7 54 33 22 9 4 386 42 64 348 5 1007 3:45 PM 54 11 75 29 19 13 5 475 50 66 325 1 1123 4:00 PM 41 8 60 42 20 9 8 491 54 75 306 4 1118 4:15 PM 28 21 65 41 25 8 6 534 41 101 354 1 1225 4:30 PM 24 20 58 54 24 4 9 575 75 100 362 2 1307 4:45 PM 29 18 57 60 29 7 6 612 63 123 325 3 1332 5:00 PM 30 14 77 66 41 11 9 591 60 115 317 2 1333 5:15 PM 54 10 58 39 28 5 6 645 58 107 332 5 1347 5:30 PM 41 11 59 29 21 8 3 445 57 100 314 4 1092 5:45 PM 28 13 60 24 19 4 12 412 75 57 298 7 1009 6:00 PM 24 9 58 28 13 7 6 386 50 46 250 4 881 6:15 PM 21 8 41 28 16 8 7 364 49 45 231 6 824 Volumes 407 150 722 473 277 93 81 5916 674 999 3762 44 13598 Approach %31.82 11.73 56.45 56.11 32.86 11.03 1.21 88.68 10.10 20.79 78.29 0.92 App/Depart 1279 /275 843 /1950 6671 /7111 4805 /4262 Peak Volumes 137 62 250 219 122 27 30 2423 256 445 1336 12 5319 Approach %30.51 13.81 55.68 59.51 33.15 7.34 1.11 89.44 9.45 24.82 74.51 0.67 Pk Hr FACTOR:0.9872 PM Pk Hr at: 0.92 0.78 0.96 0.97 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.88 0.79 0.92 0.95 745 El Fuerte St. 07/23/2014 Carlsbad Palomar Airport Rd. WEDNESDAY 14-1221-020 -- All Move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config -(left) 21111 urations31111 41111 51 11 1 6 111 Outside 7 Free-flow Lane Settings 221222231231 Capacity 3600 4000 1800 3600 4000 3600 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 597 445 96 58 545 710 470 641 111 68 1388 51 Adjusted Hourly Volume 597 445 62 58 545 475 470 641 111 68 1388 51 Utilization Factor 0.17 0.11 0.03 0.02 0.14 0.13 0.13 0.11 0.06 0.02 0.23 0.03 Critical Factors 0.17 0.14 0.13 0.23 ICU Ratio = 0.77 LOS = C Turning Movements at Intersection of :Palomar Airport Road and Melrose Drive Time : to North Approach Melrose Drive Date : Day : Wednesday 1867 Total Name : FDS 1313 554 Subtotals 1 Sub - 710 545 58 Sub - Totals totals totals Totals W E e 2567 a s 3789 1 470 51 s t 1222 641 1388 1507 t 111 68 0 2313 A North A p 806 p p p r r 597 445 96 Palomar Airport Road 0 Subtotals 1253 1138 Total 2391 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/14 8:30 AM 7:30 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 Outside 7 Free-flow Lane Settings 22122223123 1 Capacity 3600 4000 1800 3600 4000 3600 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 246 524 85 114 469 759 921 1525 525 261 945 80 Adjusted Hourly Volume 246 524 0 114 469 299 921 1525 525 261 945 80 Utilization Factor 0.07 0.13 0.00 0.03 0.12 0.08 0.26 0.25 0.29 0.07 0.16 0.04 Critical Factors 0.07 0.12 0.26 0.16 ICU Ratio = 0.71 LOS = C Turning Movements at Intersection of :Palomar Airport Road and Melrose Drive Time : to North Approach Melrose Drive Date : Day : Wednesday 2058 Total Name : FDS 1342 716 Subtotals 2 Sub - 759 469 114 Sub - Totals totals totals Totals W E e 2625 a s 5596 0 921 80 s t 2971 1525 945 1286 t 525 261 0 3159 A North A p 1873 p p p r r 246 524 85 Palomar Airport Road 0 Subtotals 1240 855 Total 2095 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/14 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 4 1 2 3 1 2 3 1 2 3 1 6:30 AM 61 51 9 3 92 99 53 65 19 6 223 9 690 6:45 AM 83 51 10 8 123 137 56 97 22 5 340 9 941 7:00 AM 89 44 9 5 106 149 79 104 24 12 253 8 882 7:15 AM 88 62 18 10 116 173 77 100 32 17 357 2 1052 7:30 AM 154 120 21 18 153 151 88 138 24 16 337 14 1234 7:45 AM 163 117 35 8 139 174 119 219 30 9 430 4 1447 8:00 AM 163 117 26 22 147 239 127 153 30 24 336 18 1402 8:15 AM 117 91 14 9 106 146 135 131 27 19 285 15 1095 8:30 AM 113 116 18 23 118 146 110 141 24 27 319 11 1166 8:45 AM 135 120 36 29 133 139 117 147 36 23 272 10 1197 9:00 AM 99 85 24 18 92 117 107 188 37 10 301 17 1095 9:15 AM 118 83 18 32 103 187 109 151 32 27 176 14 1050 Volumes 1383 1057 238 185 1428 1857 1177 1634 337 195 3629 131 13251 Approach %51.64 39.47 8.89 5.33 41.15 53.52 37.39 51.91 10.71 4.93 91.76 3.31 App/Depart 2678 /2365 3470 /1960 3148 /2057 3955 /6869 Peak Volumes 597 445 96 57 545 710 469 641 111 68 1388 51 5178 Approach %52.46 39.10 8.44 4.34 41.54 54.12 38.41 52.50 9.09 4.51 92.10 3.38 Pk Hr FACTOR:0.8946 AM Pk Hr at: PM 3:30 PM 63 106 18 20 63 57 120 273 41 35 195 17 1008 3:45 PM 51 161 18 27 100 122 117 338 47 40 211 8 1240 4:00 PM 54 108 14 18 96 83 150 325 70 37 201 19 1175 4:15 PM 64 142 23 25 113 99 139 356 71 42 195 8 1277 4:30 PM 57 97 13 23 92 101 114 342 81 41 177 16 1154 4:45 PM 63 117 16 34 120 118 180 429 88 66 260 7 1498 5:00 PM 61 125 13 30 118 116 142 359 104 63 218 21 1370 5:15 PM 63 148 18 26 123 157 244 399 130 67 230 17 1622 5:30 PM 52 135 30 27 100 216 310 450 146 67 248 31 1812 5:45 PM 70 116 24 29 128 270 225 317 145 64 249 11 1648 6:00 PM 63 106 20 17 77 85 161 297 97 48 183 27 1181 6:15 PM 54 103 21 23 91 68 168 259 87 36 193 11 1114 Volumes 715 1464 228 299 1221 1492 2070 4144 1107 606 2560 193 16099 Approach %29.71 60.82 9.47 9.93 40.54 49.54 28.27 56.60 15.12 18.04 76.21 5.75 App/Depart 2407 /3727 3012 /2934 7321 /4671 3359 /4767 Peak Volumes 246 524 85 112 469 759 921 1525 525 261 945 80 6452 Approach %28.77 61.29 9.94 8.36 35.00 56.64 31.00 51.33 17.67 20.30 73.48 6.22 Pk Hr FACTOR:0.8902 PM Pk Hr at: 0.93 0.78 0.82 0.93 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.80 0.83 0.85 730 Melrose Dr. 07/23/2014 Carlsbad Palomar Airport Rd. WEDNESDAY 14-1221-021 -- All Move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config -(left) 2 1 1 1111 urations 3 1 1 1 1 41 5 6 Outside 7 Free-flow Lane Settings 121120110201 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 9 244 123 87 278 14 4 63 12 129 82 73 Adjusted Hourly Volume 9 244 123 87 292 0 4 75 0 211 0 73 Utilization Factor 0.01 0.06 0.07 0.05 0.07 0.00 0.00 0.04 0.00 0.06 0.00 0.04 Critical Factors 0.07 0.05 0.04 0.06 ICU Ratio = 0.32 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 770 Total Name : FDS 379 391 Subtotals 13 Sub - 14 278 87 Sub - Totals totals totals Totals W E e 100 a s 179 0 473s t 79 63 82 284 t 12 129 0 612 A North A p 328 p p p r r 9 244 123 Carlsbad Village Drive 0 Subtotals 299 376 Total 675 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 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) 5:30 PM to 6:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1111 urations 3 1 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 12112011020 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 43 523 260 152 401 49 22 88 31 190 111 118 Adjusted Hourly Volume 43 523 260 152 450 0 22 119 0 301 0 118 Utilization Factor 0.02 0.13 0.14 0.08 0.11 0.00 0.01 0.06 0.00 0.08 0.00 0.07 Critical Factors 0.14 0.08 0.06 0.08 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 1393 Total Name : FDS 602 791 Subtotals 2 Sub - 49 401 152 Sub - Totals totals totals Totals W E e 182 a s 323 0 22 118 s t 141 88 111 419 t 31 190 1 958 A North A p 539 p p p r r 43 523 260 Carlsbad Village Drive 0 Subtotals 476 826 Total 1302 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 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 0 15 21 7 69 1 4 10 0 9 4 18 158 6:45 AM 0 18 49 6 63 1 2 1 0 16 10 20 186 7:00 AM 0 40 17 10 70 2 1 9 1 28 16 12 206 7:15 AM 0 28 14 12 80 2 1 8 2 21 14 12 194 7:30 AM 1 38 17 6 84 2 2 11 3 22 11 11 208 7:45 AM 1 47 24 17 84 3 4 11 1 19 11 18 240 8:00 AM 3 57 24 9 85 1 3 6 2 30 11 11 242 8:15 AM 4 50 23 16 90 6 2 12 2 29 23 18 275 8:30 AM 1 70 32 16 81 2 4 11 0 31 18 14 280 8:45 AM 2 57 39 19 57 7 0 13 4 29 26 16 269 9:00 AM 1 59 24 21 71 4 0 19 3 26 22 21 271 9:15 AM 5 58 28 31 69 1 0 20 5 43 16 22 298 Volumes 18 537 312 170 903 32 23 131 23 303 182 193 2827 Approach %2.08 61.94 35.99 15.38 81.72 2.90 12.99 74.01 12.99 44.69 26.84 28.47 App/Depart 867 /753 1105 /1229 177 /613 678 /232 Peak Volumes 9 244 123 87 278 14 4 63 12 129 82 73 1118 Approach %2.39 64.89 32.71 22.96 73.35 3.69 5.06 79.75 15.19 45.42 28.87 25.70 Pk Hr FACTOR:0.9379 AM Pk Hr at: PM 3:30 PM 5 119 55 39 141 7 9 28 9 56 15 29 512 3:45 PM 8 105 67 46 104 6 5 19 6 53 19 31 469 4:00 PM 5 139 65 32 105 7 5 24 10 42 34 25 493 4:15 PM 9 111 53 37 158 7 7 15 4 38 25 29 493 4:30 PM 4 149 59 38 110 6 4 20 8 45 23 30 496 4:45 PM 9 143 63 33 104 6 5 15 7 49 21 31 486 5:00 PM 7 141 62 28 113 5 7 18 8 51 23 23 486 5:15 PM 12 128 59 30 91 13 11 28 7 58 24 28 489 5:30 PM 7 124 67 33 120 15 8 23 5 43 25 32 502 5:45 PM 14 121 64 46 93 14 6 23 10 52 31 36 510 6:00 PM 11 134 61 46 80 13 1 28 7 46 33 25 485 6:15 PM 11 144 68 27 108 7 7 14 9 49 22 25 491 Volumes 102 1558 743 435 1327 106 75 255 90 582 295 344 5912 Approach %4.24 64.84 30.92 23.29 71.04 5.67 17.86 60.71 21.43 47.67 24.16 28.17 App/Depart 2403 /1977 1868 /1999 420 /1433 1221 /503 Peak Volumes 43 523 260 152 401 49 22 88 31 190 111 118 1988 Approach %5.21 63.32 31.48 25.25 66.61 8.14 15.60 62.41 21.99 45.35 26.49 28.16 Pk Hr FACTOR:0.9745 PM Pk Hr at: Carlsbad Blvd.07/10/2014 Carlsbad Carsbad Village Dr.THURSDAY 14-1221-022 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.90 0.90 0.88 530 0.91 0.94 0.79 0.88 830 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:00 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 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 41 5 6 Outside 7 Free-flow Lane Settings 120121011101 Capacity 1800 4000 0 1800 4000 1800 0 2000 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 21 186 52 29 529 5 7 7 10 282 10 61 Adjusted Hourly Volume 21 238 0 29 529 5 14 0 10 282 0 71 Utilization Factor 0.01 0.06 0.00 0.02 0.13 0.00 0.00 0.00 0.01 0.16 0.00 0.04 Critical Factors 0.01 0.13 0.01 0.16 ICU Ratio = 0.41 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 839 Total Name : FDS 563 276 Subtotals 0 Sub - 5 529 29 Sub - Totals totals totals Totals W E e27 a s51 0 761s t 24 7 10 353 t 10 282 0 694 A North A p 341 p p p r r 21 186 52 Tamarack Avenue 5 Subtotals 555 259 Total 814 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/14 8:00 AM 7:00 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 12012111110 1 Capacity 1800 4000 0 1800 4000 1800 1800 2000 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 44 817 242 92 425 19 19 22 31 103 14 82 Adjusted Hourly Volume 44 1059 0 92 425 19 41 0 31 103 0 96 Utilization Factor 0.02 0.26 0.00 0.05 0.11 0.01 0.02 0.00 0.02 0.06 0.00 0.05 Critical Factors 0.26 0.05 0.02 0.06 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1527 Total Name : FDS 536 991 Subtotals 0 Sub - 19 425 92 Sub - Totals totals totals Totals W E e58 a s 130 0 19 82 s t 72 22 14 199 t 31 103 0 566 A North A p 367 p p p r r 44 817 242 Tamarack Avenue 6 Subtotals 494 1103 Total 1597 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/14 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:1 2 0 1 2 1 0 1 1 1 1 0 6:30 AM 0 38 5 5 52 0 1 2 1 31 1 5 141 6:45 AM 3 67 12 7 71 1 1 0 3 48 2 7 222 7:00 AM 5 42 7 7 148 2 1 3 0 71 2 16 304 7:15 AM 4 46 9 10 135 2 1 1 5 56 2 10 281 7:30 AM 6 52 20 6 121 0 1 0 3 75 4 14 302 7:45 AM 6 46 16 6 125 1 4 3 2 80 2 21 312 8:00 AM 6 57 11 8 113 2 3 1 2 47 4 14 268 8:15 AM 4 67 17 10 85 3 2 4 3 64 4 15 278 8:30 AM 11 71 13 5 118 4 1 2 6 58 3 26 318 8:45 AM 8 74 20 11 99 2 1 3 4 56 0 20 298 9:00 AM 11 72 27 14 96 5 0 3 6 43 2 18 297 9:15 AM 3 74 14 8 101 2 7 3 6 33 6 11 268 Volumes 67 706 171 97 1264 24 23 25 41 662 32 177 3289 Approach %7.10 74.79 18.11 7.00 91.26 1.73 25.84 28.09 46.07 76.00 3.67 20.32 App/Depart 944 /906 1385 /1967 89 /293 871 /123 Peak Volumes 21 186 52 29 529 5 7 7 10 282 10 61 1199 Approach %8.11 71.81 20.08 5.15 93.96 0.89 29.17 29.17 41.67 79.89 2.83 17.28 Pk Hr FACTOR:0.9607 AM Pk Hr at: PM 3:30 PM 14 146 34 21 109 3 4 4 6 27 6 19 393 3:45 PM 14 150 41 20 102 5 7 4 6 27 4 20 400 4:00 PM 13 146 47 19 109 4 8 6 6 34 5 14 411 4:15 PM 12 154 35 15 105 2 5 3 6 24 2 23 386 4:30 PM 13 183 41 17 74 3 6 3 9 41 6 20 416 4:45 PM 14 181 40 15 104 5 3 4 4 26 5 23 424 5:00 PM 10 167 73 24 91 2 3 5 5 33 4 20 437 5:15 PM 9 225 49 25 148 8 6 6 6 25 2 22 531 5:30 PM 12 226 56 19 88 5 5 7 14 24 3 21 480 5:45 PM 13 199 64 24 98 4 5 4 6 21 5 19 462 6:00 PM 13 163 47 17 94 4 6 3 7 33 6 27 420 6:15 PM 16 145 38 19 94 1 4 3 4 22 5 33 384 Volumes 153 2085 565 235 1216 46 62 52 79 337 53 261 5144 Approach %5.46 74.38 20.16 15.70 81.23 3.07 32.12 26.94 40.93 51.77 8.14 40.09 App/Depart 2803 /2408 1497 /1632 193 /852 651 /252 Peak Volumes 44 817 242 92 425 19 19 22 31 103 14 82 1910 Approach %3.99 74.07 21.94 17.16 79.29 3.54 26.39 30.56 43.06 51.76 7.04 41.21 Pk Hr FACTOR:0.8992 PM Pk Hr at: Carlsbad Blvd. 07/15/2014 Carlsbad Tamarack Ave. TUESDAY 14-1221-023 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.83 0.90 0.67 0.86 700 0.94 0.74 0.69 0.87 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:15 AM to 8:15 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 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 011110000101 Capacity 0 2000 1800 1800 2000 00001800 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 0228441426470000151049 Adjusted Hourly Volume022844142647000015100 Utilization Factor 0.00 0.11 0.02 0.08 0.32 0.00 0.00 0.00 0.00 0.08 0.00 0.00 Critical Factors 0.00 0.32 0.00 0.00 0.08 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1208 Total Name : FDS 789 419 Subtotals 0 Sub - 0 647 142 Sub - Totals totals totals Totals W E e0 a s0 0 049s t 0 0 0 200 t 0 151 1 394 A North A p 194 p p p r r 0 228 44 Cannon Road 0 Subtotals 648 272 Total 920 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/14 8:15 AM 7:15 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) 5:15 PM to 6:15 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 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 01111000010 1 Capacity 0 2000 1800 1800 2000 00001800 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 08388813552800001000309 Adjusted Hourly Volume08388813552800001000174 Utilization Factor 0.00 0.42 0.05 0.08 0.26 0.00 0.00 0.00 0.00 0.06 0.00 0.10 Critical Factors 0.42 0.08 0.00 0.10 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1945 Total Name : FDS 663 1282 Subtotals 0 Sub - 0 528 135 Sub - Totals totals totals Totals W E e0 a s0 0 0 309 s t 0 0 0 409 t 0 100 0 597 A North A p 188 p p p r r 0 838 88 Cannon Road 0 Subtotals 528 926 Total 1454 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/14 6:15 PM 5:15 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:0 1 1 1 1 0 0 0 0 1 0 1 6:30 AM 0 20 6 15 71 0 0 0 0 6 0 15 133 6:45 AM 0 35 10 32 97 0 0 0 0 16 0 17 207 7:00 AM 0 38 6 21 107 0 0 0 0 28 0 14 214 7:15 AM 0 42 14 27 151 0 0 0 0 44 0 6 284 7:30 AM 0 43 13 32 176 0 0 0 0 51 0 11 326 7:45 AM 0 60 5 45 174 0 0 0 0 32 0 21 337 8:00 AM 0 83 12 38 146 0 0 0 0 24 0 11 314 8:15 AM 0 50 14 31 144 0 0 0 0 27 0 15 281 8:30 AM 0 54 8 33 135 0 0 0 0 23 0 22 275 8:45 AM 0 89 24 21 128 0 0 0 0 17 0 9 288 9:00 AM 0 79 15 33 114 0 0 0 0 26 0 23 290 9:15 AM 0 74 9 21 132 0 0 0 0 13 0 25 274 Volumes 0 667 136 349 1575 0 0 0 0 307 0 189 3223 Approach %0.00 83.06 16.94 18.14 81.86 0.00 #DIV/0!#DIV/0!#DIV/0!61.90 0.00 38.10 App/Depart 803 /856 1924 /1882 0 /485 496 /0 Peak Volumes 0 228 44 142 647 0 0 0 0 151 0 49 1261 Approach %0.00 83.82 16.18 18.00 82.00 0.00 #DIV/0!#DIV/0!#DIV/0!75.50 0.00 24.50 Pk Hr FACTOR:0.9355 AM Pk Hr at: PM 3:30 PM 0 123 19 38 123 0 0 0 0 19 0 40 362 3:45 PM 0 153 19 42 131 0 0 0 0 16 0 43 404 4:00 PM 0 154 25 36 137 0 0 0 0 18 0 76 446 4:15 PM 0 155 14 38 121 0 0 0 0 16 0 75 419 4:30 PM 0 191 17 39 124 0 0 0 0 19 0 72 462 4:45 PM 0 191 18 34 121 0 0 0 0 23 0 78 465 5:00 PM 0 184 14 40 124 0 0 0 0 24 0 92 478 5:15 PM 0 205 21 35 157 0 0 0 0 25 0 83 526 5:30 PM 0 205 27 36 133 0 0 0 0 30 0 96 527 5:45 PM 0 222 16 26 100 0 0 0 0 24 0 61 449 6:00 PM 0 206 24 38 138 0 0 0 0 21 0 69 496 6:15 PM 0 179 26 40 155 0 0 0 0 13 0 44 457 Volumes 0 2168 240 442 1564 0 0 0 0 248 0 829 5491 Approach %0.00 90.03 9.97 22.03 77.97 0.00 #DIV/0!#DIV/0!#DIV/0!23.03 0.00 76.97 App/Depart 2408 /2997 2006 /1812 0 /682 1077 /0 Peak Volumes 0 838 88 135 528 0 0 0 0 100 0 309 1998 Approach %0.00 90.50 9.50 20.36 79.64 0.00 #DIV/0!#DIV/0!#DIV/0!24.45 0.00 75.55 Pk Hr FACTOR:0.9478 PM Pk Hr at: Carlsbad Blvd. 07/16/2014 Carlsbad Cannon Rd. WEDNESDAY 14-1221-024 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.72 0.90 0.00 0.81 715 0.97 0.86 0.00 0.81 515 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 411 5 6 Outside 7 Free-flow 1 Lane Settings 121221111201 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 0 217 109 89 705 20 1 24 11 451 0 84 Adjusted Hourly Volume 0 217 109 89 725 0 1 24 11 451 0 84 Utilization Factor 0.00 0.05 0.06 0.02 0.18 0.00 0.00 0.01 0.01 0.13 0.00 0.05 Critical Factors 0.00 0.18 0.01 0.13 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 1204 Total Name : FDS 814 390 Subtotals 0 Sub - 20 705 89 Sub - Totals totals totals Totals W E e21 a s57 0 184s t 36 24 0 535 t 11 451 8 1111 ANorthA p 576 p p p r r 0 217 109 Poinsettia Lane 0 Subtotals 724 326 Total 1050 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 9:00 AM 8:00 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) 3:45 PM to 4:45 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 5 6 Outside 7 Free-flow 1 Lane Settings 12122111120 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 2 579 146 142 723 64 13 31 17 255 0 174 Adjusted Hourly Volume 2 579 146 142 787 0 13 31 17 255 0 174 Utilization Factor 0.00 0.14 0.08 0.04 0.20 0.00 0.01 0.02 0.01 0.07 0.00 0.10 Critical Factors 0.00 0.20 0.02 0.10 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 1823 Total Name : FDS 929 894 Subtotals 1 Sub - 64 723 142 Sub - Totals totals totals Totals W E e79 a s 140 0 13 174 s t 61 31 0 429 t 17 255 15 847 ANorthA p 418 p p p r r 2 579 146 Poinsettia Lane 2 Subtotals 755 727 Total 1482 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 4:45 PM 3:45 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:1 2 1 2 2 1 1 1 1 2 0 1 6:30 AM 0 85 10 3 64 1 1 4 1 24 0 4 197 6:45 AM 0 30 14 15 101 1 0 1 0 16 0 11 189 7:00 AM 0 34 13 17 69 3 0 4 0 49 0 14 203 7:15 AM 0 25 14 21 125 5 2 1 2 42 0 16 253 7:30 AM 1 39 20 27 152 8 0 5 5 95 0 17 369 7:45 AM 0 46 35 28 185 3 1 1 1 98 0 20 418 8:00 AM 0 50 22 26 198 3 0 4 1 97 0 13 414 8:15 AM 0 52 24 23 177 6 1 6 2 108 0 25 424 8:30 AM 0 53 28 17 171 6 0 7 1 96 0 23 402 8:45 AM 0 62 35 23 159 5 0 7 7 150 0 23 471 9:00 AM 0 54 36 23 151 9 3 8 2 78 0 25 389 9:15 AM 1 64 31 30 71 12 4 4 3 99 0 24 343 Volumes 2 594 282 253 1623 62 12 52 25 952 0 215 4072 Approach %0.23 67.65 32.12 13.05 83.75 3.20 13.48 58.43 28.09 81.58 0.00 18.42 App/Depart 878 /821 1938 /2600 89 /587 1167 /64 Peak Volumes 0 217 109 89 705 20 1 24 11 451 0 84 1711 Approach %0.00 66.56 33.44 10.93 86.61 2.46 2.78 66.67 30.56 84.30 0.00 15.70 Pk Hr FACTOR:0.9082 AM Pk Hr at: PM 3:30 PM 3 116 42 30 188 18 4 5 3 47 0 39 495 3:45 PM 2 149 40 35 178 17 4 9 3 72 0 42 551 4:00 PM 0 135 30 34 176 17 0 4 6 69 0 37 508 4:15 PM 0 140 32 46 174 18 7 10 2 55 0 48 532 4:30 PM 0 155 44 27 195 12 2 8 6 59 0 47 555 4:45 PM 1 147 44 36 136 23 0 1 4 78 0 49 519 5:00 PM 0 173 45 25 112 9 2 7 3 62 0 58 496 5:15 PM 0 169 50 23 100 16 5 4 5 59 0 40 471 5:30 PM 1 179 57 36 118 7 2 3 3 52 0 55 513 5:45 PM 0 167 53 18 71 8 1 10 8 48 0 44 428 6:00 PM 0 173 45 25 93 10 4 8 2 57 0 55 472 6:15 PM 0 185 33 45 104 10 1 7 1 49 0 47 482 Volumes 7 1888 515 380 1645 165 32 76 46 707 0 561 6022 Approach %0.29 78.34 21.37 17.35 75.11 7.53 20.78 49.35 29.87 55.76 0.00 44.24 App/Depart 2410 /2481 2190 /2398 154 /971 1268 /172 Peak Volumes 2 579 146 142 723 64 13 31 17 255 0 174 2146 Approach %0.28 79.64 20.08 15.29 77.83 6.89 21.31 50.82 27.87 59.44 0.00 40.56 Pk Hr FACTOR:0.9667 PM Pk Hr at: 0.91 0.98 0.80 0.94 345 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.84 0.90 0.64 0.77 800 Carlsbad Blvd. 07/24/2014 Carlsbad Poinsettia Ln. THURSDAY 14-1221-025 -- All Move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 021120000200 Capacity 0 4000 1800 1800 4000 00003600 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 1 298 131 9 1007 0000247018 Adjusted Hourly Volume 1 298 8 9 1007 000026500 Utilization Factor 0.00 0.07 0.00 0.01 0.25 0.00 0.00 0.00 0.00 0.07 0.00 0.00 Critical Factors 0.00 0.25 0.00 0.00 0.07 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 1340 Total Name : FDS 1016 324 Subtotals 1 Sub - 0 1007 9 Sub - Totals totals totals Totals W E e1 a s1 0 018s t 0 0 0 265 t 0 247 0 644 ANorthA p 379 p p p r r 1 298 131 Avenida Encinas 1 Subtotals 1007 430 Total 1437 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 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) 3:30 PM to 4:30 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 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 02112000020 0 Capacity 0 4000 1800 1800 4000 00003600 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 4630223258890000183017 Adjusted Hourly Volume46301322588900002000 0 Utilization Factor 0.00 0.16 0.07 0.01 0.22 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Critical Factors 0.00 0.22 0.00 0.00 0.06 ICU Ratio = 0.38 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 1578 Total Name : FDS 914 664 Subtotals 8 Sub - 0 889 25 Sub - Totals totals totals Totals W E e4 a s4 0 017s t 0 0 0 200 t 0 183 0 614 ANorthA p 414 p p p r r 4 630 223 Avenida Encinas 4 Subtotals 889 857 Total 1746 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 4:30 PM 3:30 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:0 2 1 1 2 0 0 0 0 2 0 0 6:30 AM 0 112 13 4 97 0 0 0 0 11 0 3 240 6:45 AM 0 36 12 0 120 0 0 0 0 21 0 3 192 7:00 AM 0 39 8 2 142 0 0 0 0 34 0 2 227 7:15 AM 0 41 8 3 111 0 0 0 0 31 0 1 195 7:30 AM 0 53 15 5 232 0 0 0 0 30 0 1 336 7:45 AM 0 60 23 1 220 0 0 0 0 47 0 4 355 8:00 AM 0 73 19 2 256 0 0 0 0 53 0 3 406 8:15 AM 0 59 25 3 225 0 0 0 0 50 0 2 364 8:30 AM 1 77 43 2 242 0 0 0 0 65 0 7 437 8:45 AM 0 89 44 2 284 0 0 0 0 79 0 6 504 9:00 AM 0 99 43 9 185 0 0 0 0 61 0 3 400 9:15 AM 3 96 27 6 181 0 0 0 0 41 0 2 356 Volumes 4 834 280 39 2295 0 0 0 0 523 0 37 4012 Approach %0.36 74.60 25.04 1.67 98.33 0.00 #DIV/0!#DIV/0!#DIV/0!93.39 0.00 6.61 App/Depart 1118 /871 2334 /2818 0 /319 560 /4 Peak Volumes 1 298 131 9 1007 0 0 0 0 247 0 18 1711 Approach %0.23 69.30 30.47 0.89 99.11 0.00 #DIV/0!#DIV/0!#DIV/0!93.21 0.00 6.79 Pk Hr FACTOR:0.8487 AM Pk Hr at: PM 3:30 PM 2 160 75 6 232 0 0 0 0 47 0 7 529 3:45 PM 1 159 52 6 230 0 0 0 0 52 0 0 500 4:00 PM 1 157 49 2 208 0 0 0 0 46 0 5 468 4:15 PM 0 154 47 11 219 0 0 0 0 38 0 5 474 4:30 PM 0 176 60 10 231 0 0 0 0 47 0 0 524 4:45 PM 6 176 56 5 189 0 0 0 0 48 0 5 485 5:00 PM 1 174 76 3 137 0 0 0 0 55 0 3 449 5:15 PM 0 219 64 5 161 0 0 0 0 43 0 5 497 5:30 PM 1 194 46 14 128 0 0 0 0 59 0 6 448 5:45 PM 1 203 60 5 103 0 0 0 0 32 0 8 412 6:00 PM 0 187 56 7 113 0 0 0 0 42 0 5 410 6:15 PM 0 187 62 13 118 0 0 0 0 41 0 7 428 Volumes 13 2146 703 87 2069 0 0 0 0 550 0 56 5624 Approach %0.45 74.98 24.56 4.04 95.96 0.00 #DIV/0!#DIV/0!#DIV/0!90.76 0.00 9.24 App/Depart 2862 /2202 2156 /2619 0 /790 606 /13 Peak Volumes 4 630 223 25 889 0 0 0 0 183 0 17 1971 Approach %0.47 73.51 26.02 2.74 97.26 0.00 #DIV/0!#DIV/0!#DIV/0!91.50 0.00 8.50 Pk Hr FACTOR:0.9315 PM Pk Hr at: Carlsbad Blvd. 07/24/2014 Carlsbad Avenida Encinas THURSDAY 14-1221-026 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.81 0.89 0.00 0.78 800 0.90 0.96 0.00 0.93 330 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 41 1 1 511 61 Outside 7 Free-flow Lane Settings 131231101211 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 7 719 302 56 1192 24 16 11 12 844 12 104 Adjusted Hourly Volume 7 719 0 56 1192 24 16 0 23 844 12 104 Utilization Factor 0.00 0.12 0.00 0.02 0.20 0.01 0.01 0.00 0.01 0.23 0.01 0.06 Critical Factors 0.00 0.20 0.01 0.23 ICU Ratio = 0.54 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 2150 Total Name : FDS 1272 878 Subtotals 1 Sub - 24 1192 56 Sub - Totals totals totals Totals W E e52 a s91 0 16 104 s t 39 11 12 960 t 12 844 0 2118 A North A p 1158 p p p r r 7 719 302 San Elijo Road 0 Subtotals 1211 1028 Total 2239 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 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 13123111021 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 18 1232 1012 212 1072 42 27 22 13 595 26 75 Adjusted Hourly Volume 18 1232 715 212 1072 42 27 35 0 595 26 75 Utilization Factor 0.01 0.21 0.40 0.06 0.18 0.02 0.02 0.02 0.00 0.17 0.01 0.04 Critical Factors 0.40 0.06 0.02 0.17 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day : Tuesday 2836 Total Name : FDS 1326 1510 Subtotals 9 Sub - 42 1072 212 Sub - Totals totals totals Totals W E e95 a s 157 0 27 75 s t 62 22 26 696 t 13 595 1 2333 A North A p 1637 p p p r r 18 1232 1012 San Elijo Road 0 Subtotals 1104 2262 Total 3366 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 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:131231110211 6:30 AM 21005432289211147213562 6:45 AM 01224162415222154219596 7:00 AM 11286382858150166314682 7:15 AM 115566122634221185220713 7:30 AM 218560133117632214533841 7:45 AM 3 214 87 19 341 11 3 2 4 203 2 26 915 8:00 AM 215475142853251205425775 8:15 AM 016680102553515222120768 8:30 AM 019687112636842214819818 8:45 AM 221496142392916152514754 9:00 AM 118599162665623155621765 9:15 AM 414790202584623128329694 Volumes 18 1966 898 146 3235 67 52 30 30 2145 43 253 8883 Approach %0.62 68.22 31.16 4.23 93.82 1.94 46.43 26.79 26.79 87.87 1.76 10.36 App/Depart 2882 / 2271 3448 / 5410 112 / 1074 2441 / 128 Peak Volumes 7 719 302 56 1192 24 16 11 12 844 12 104 3299 Approach %0.68 69.94 29.38 4.40 93.71 1.89 41.03 28.21 30.77 87.92 1.25 10.83 Pk Hr FACTOR:0.9014 AM Pk Hr at: PM 3:30 PM 5273183262075872115311845 3:45 PM 3301202302194741115521912 4:00 PM 1258205381894444136220865 4:15 PM 4 305 220 35 218 8 11 6 1 105 4 23 940 4:30 PM 1273219432315661139514943 4:45 PM 1 327 270 53 273 11 4 3 2 116 4 18 1082 5:00 PM 9 300 239 48 277 14 9 6 5 173 6 17 1103 5:15 PM 43222594425737411579231090 5:30 PM 5 283 244 67 265 14 7 9 5 149 7 17 1072 5:45 PM 1 311 288 48 200 13 0 7 1 135 8 15 1027 6:00 PM 2 252 212 46 156 15 4 3 5 128 6 12 841 6:15 PM 4253203451817421125422851 Volumes 40 3458 2744 523 2673 103 71 61 29 1593 63 213 11571 Approach %0.64 55.40 43.96 15.85 81.02 3.12 44.10 37.89 18.01 85.23 3.37 11.40 App/Depart 6242 / 3742 3299 / 4295 161 / 3328 1869 / 206 Peak Volumes 19 1232 1012 212 1072 42 27 22 13 595 26 75 4347 Approach %0.84 54.44 44.72 15.99 80.84 3.17 43.55 35.48 20.97 85.49 3.74 10.78 Pk Hr FACTOR:0.9853 PM Pk Hr at: Rancho Santa Fe Rd. 07/29/2014 Carlsbad San Elijo Rd. TUESDAY 14-1221-027-- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.85 0.86 0.89 0.95 730 0.95 0.96 0.74 0.89 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11121 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 230230201120 Capacity 3600 6000 0 3600 6000 0 3600 0 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 63 602 12 64 1745 101 175 54 63 16 93 53 Adjusted Hourly Volume 63 614 0 64 1846 0 292 0 117 16 146 0 Utilization Factor 0.02 0.10 0.00 0.02 0.31 0.00 0.08 0.00 0.07 0.01 0.04 0.00 Critical Factors 0.02 0.31 0.08 0.04 ICU Ratio = 0.55 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 2629 Total Name : FDS 1910 719 Subtotals 0 Sub - 101 1745 64 Sub - Totals totals totals Totals W E e 370 a s 662 0 175 53 s t 292 54 93 162 t 63 16 0 244 A North A p 82 p p p r r 63 602 12 La Costa Avenue 1 Subtotals 1870 677 Total 2547 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 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 2 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 23023021012 0 Capacity 3600 6000 0 3600 6000 0 3600 2000 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 187 1545 42 122 997 253 390 133 110 49 79 65 Adjusted Hourly Volume 187 1587 0 122 1250 0 633 243 0 49 144 0 Utilization Factor 0.05 0.26 0.00 0.03 0.21 0.00 0.18 0.12 0.00 0.03 0.04 0.00 Critical Factors 0.26 0.03 0.18 0.04 ICU Ratio = 0.61 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 3103 Total Name : FDS 1372 1731 Subtotals 1 Sub -253 997 122 Sub - Totals totals totals Totals W E e 730 a s 1363 0 390 65 s t 633 133 79 193 t 110 49 0 418 A North A p 225 p p p r r 187 1545 42 La Costa Avenue 8 Subtotals 1286 1774 Total 3060 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 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:230230120120 6:30 AM 4 68 4 8 378 26 28 9 7 4 19 8 563 6:45 AM 892213411253351151611632 7:00 AM 8 100 5 5 428 21 30 8 10 2 20 13 650 7:15 AM 16 108 2 8 389 24 32 7 8 5 17 14 630 7:30 AM 13 128 1 11 455 25 41 10 19 2 18 8 731 7:45 AM 11 139 4 13 498 30 42 11 13 3 20 11 795 8:00 AM 19 143 1 16 422 26 50 13 15 6 24 13 748 8:15 AM 17 154 5 14 417 25 41 16 21 2 29 16 757 8:30 AM 16 166 2 21 408 20 42 14 14 5 20 13 741 8:45 AM 14 196 3 13 396 21 29 10 18 4 22 8 734 9:00 AM 18 185 2 19 325 28 30 11 20 7 14 10 669 9:15 AM 17 148 5 21 322 21 32 19 19 4 19 11 638 Volumes 161 1627 36 162 4849 292 430 133 175 49 238 136 8288 Approach %8.83 89.20 1.97 3.05 91.44 5.51 58.27 18.02 23.71 11.58 56.26 32.15 App/Depart 1824 / 2193 5303 / 5073 738 / 331 423 / 691 Peak Volumes 63 602 12 64 1745 101 175 54 63 16 93 53 3041 Approach %9.31 88.92 1.77 3.35 91.36 5.29 59.93 18.49 21.58 9.88 57.41 32.72 Pk Hr FACTOR:0.9563 AM Pk Hr at: PM 3:30 PM 36 354 1 33 197 41 72 25 27 23 51 50 910 3:45 PM 46 341 16 17 249 53 89 21 20 14 23 25 914 4:00 PM 60 358 9 15 225 45 59 34 24 10 23 26 888 4:15 PM 32 375 8 40 220 39 97 22 45 9 9 26 922 4:30 PM 66 354 4 18 199 52 95 34 26 9 22 21 900 4:45 PM 54 401 11 28 272 60 92 27 26 14 20 22 1027 5:00 PM 57 376 5 37 228 58 114 35 31 17 24 16 998 5:15 PM 39 360 9 32 266 86 102 43 25 9 18 15 1004 5:30 PM 37 408 17 25 231 49 82 28 28 9 17 12 943 5:45 PM 52 311 4 22 199 54 91 29 28 10 17 20 837 6:00 PM 46 371 10 16 208 71 74 36 23 8 14 27 904 6:15 PM 41 317 6 18 206 50 68 24 23 18 16 11 798 Volumes 566 4326 100 301 2700 658 1035 358 326 150 254 271 11045 Approach %11.34 86.66 2.00 8.23 73.79 17.98 60.21 20.83 18.96 22.22 37.63 40.15 App/Depart 4992 / 5632 3659 / 3176 1719 / 759 675 / 1478 Peak Volumes 187 1545 42 122 997 253 390 133 110 49 79 65 3972 Approach %10.54 87.09 2.37 8.89 72.67 18.44 61.61 21.01 17.38 25.39 40.93 33.68 Pk Hr FACTOR:0.9669 PM Pk Hr at: Rancho Santa Fe Rd. 07/29/2014 Carlsbad La Costa Ave. TUESDAY 14-1221-028 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.92 0.88 0.94 0.86 745 0.95 0.89 0.88 0.85 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11 1111 1 Config - (left) 2 1 1 1 1 urations 3 1 1 411 5 1 6 Outside 7 Free-flow 1 Lane Settings 201101121221 Capacity 3600 0 1800 1800 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 270 1 114 30 12 30 12 663 157 388 1608 24 Adjusted Hourly Volume 271 0 0 72 0 72 12 663 22 388 1608 24 Utilization Factor 0.08 0.00 0.00 0.04 0.00 0.04 0.01 0.17 0.01 0.11 0.40 0.01 Critical Factors 0.08 0.04 0.04 0.01 0.40 ICU Ratio = 0.67 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 72 55 Subtotals 0 Sub - 30 12 30 Sub - Totals totals totals Totals W E e 1650 a s 2482 0 12 24 s t 832 663 1608 2020 t 157 388 1 3184 A North A p 1164 p p p r r Olivenhain Road 270 1 114 Rancho Santa Fe Road 0 Subtotals 440 385 Total 825 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 9:00 AM 8:00 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11 1111 1 Config - (left) 2 1 1 1 1 urations 3 1 1 411 5 1 6 Outside 7 Free-flow 1 Lane Settings 20100112122 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 239 11 383 8 7 13 11 1430 435 278 907 34 Adjusted Hourly Volume250000028111430 310 278 907 34 Utilization Factor 0.07 0.00 0.00 0.00 0.00 0.02 0.01 0.36 0.17 0.08 0.23 0.02 Critical Factors 0.07 0.02 0.36 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 28 56 Subtotals 0 Sub - 13 7 8 Sub - Totals totals totals Totals W E e 928 a s 2804 3 11 34 s t 1876 1430 907 1219 t 435 278 3 3307 A North A p 2088 p p p r r Olivenhain Road 239 11 383 Rancho Santa Fe Road 0 Subtotals 684 633 Total 1317 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 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:1.50.51010121121 6:30 AM 2101951519624992272500 6:45 AM 1422022228521962965547 7:00 AM 1912431318725853112562 7:15 AM 20028606012024873523646 7:30 AM 241245192152411043776746 7:45 AM 410298252141421003859764 8:00 AM 45 0 30 11 3 8 4 147 29 122 411 5 815 8:15 AM 800328241154331044248850 8:30 AM 87128657516654753884826 8:45 AM 58 0 24 5 2 11 2 196 41 87 385 7 818 9:00 AM 59121848615542663244698 9:15 AM 60241549312850632985668 Volumes 528 8 320 72 27 77 29 1627 426 1088 4178 60 8440 Approach %61.68 0.93 37.38 40.91 15.34 43.75 1.39 78.15 20.46 20.43 78.45 1.13 App/Depart 856 / 97 176 / 1541 2082 / 2019 5326 / 4783 Peak Volumes 270 1 114 30 12 30 12 663 157 388 1608 24 3309 Approach %70.13 0.26 29.61 41.67 16.67 41.67 1.44 79.69 18.87 19.21 79.60 1.19 Pk Hr FACTOR:0.9732 AM Pk Hr at: PM 3:30 PM 70485632326569582099783 3:45 PM 8411082522302916220511875 4:00 PM 780102512129684642020835 4:15 PM 541126711133279641956867 4:30 PM 651102621333063561959833 4:45 PM 65210153033161146423713923 5:00 PM 634883032372109712288951 5:15 PM 610930473362102772368953 5:30 PM 5051010033380110662065929 5:45 PM 72386744228677411664752 6:00 PM 532713216345116571798843 6:15 PM 543704353324101381986809 Volumes 769 26 1133 48 28 31 32 3910 1115 718 2456 87 10353 Approach %39.89 1.35 58.77 44.86 26.17 28.97 0.63 77.32 22.05 22.02 75.31 2.67 App/Depart 1928 / 145 107 / 1861 5057 / 5091 3261 / 3256 Peak Volumes 239 11 383 8 7 13 11 1430 435 278 907 34 3756 Approach %37.76 1.74 60.51 28.57 25.00 46.43 0.59 76.23 23.19 22.81 74.41 2.79 Pk Hr FACTOR:0.9853 PM Pk Hr at: Rancho Santa Fe Rd. - 07/29/2014 Carlsbad Camino Alvaro Rancho Santa Fe Rd. -Olivenha TUESDAY 14-1221-029 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.83 0.82 0.87 0.94 800 0.94 0.64 0.95 0.95 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 11111111 1 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 100100120120 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 29 21 2 39 29 10 26 251 19 27 358 56 Adjusted Hourly Volume 52 23 0 78 0 0 26 270 0 27 414 0 Utilization Factor 0.03 0.00 0.00 0.04 0.00 0.00 0.01 0.07 0.00 0.02 0.10 0.00 Critical Factors 0.00 0.00 0.04 0.01 0.10 ICU Ratio = 0.25 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day : Thursday 194 Total Name : FDS 78 116 Subtotals 0 Sub - 10 29 39 Sub - Totals totals totals Totals W E e 394 a s 690 0 26 56 s t 296 251 358 441 t 19 27 0 721 A North A p 280 p p p r r 29 21 2 Carlsbad Village Drive 0 Subtotals 77 52 Total 129 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 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 11111111 1 Config - (left) 2 1 1 urations 3 11 11 4 5 6 Outside 7 Free-flow Lane Settings 10010012012 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 37 33 28 104 45 13 25 496 23 38 446 50 Adjusted Hourly Volume 98 0 0 162 0 0 25 519 0 38 496 0 Utilization Factor 0.05 0.00 0.00 0.09 0.00 0.00 0.01 0.13 0.00 0.02 0.12 0.00 Critical Factors 0.00 0.00 0.09 0.13 0.02 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day : Thursday 349 Total Name : FDS 162 187 Subtotals 0 Sub - 13 45 104 Sub - Totals totals totals Totals W E e 484 a s 1028 0 25 50 s t 544 496 446 534 t 23 38 0 1096 A North A p 562 p p p r r 37 33 28 Carlsbad Village Drive 0 Subtotals 105 98 Total 203 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 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 0 2 3 3 0 1 39 1 1 49 11 113 6:45 AM 5 4 1 5 3 4 0 27 0 3 63 9 124 7:00 AM 6 3 2 12 3 2 1 45 0 2 56 12 144 7:15 AM 2 0 1 8 6 2 2 43 3 5 69 13 154 7:30 AM 6 0 2 12 4 4 1 39 1 6 62 28 165 7:45 AM 8 5 1 6 9 4 2 61 3 2 72 8 181 8:00 AM 8 7 1 7 15 3 4 45 2 7 54 4 157 8:15 AM 6 5 2 3 10 4 1 64 5 3 80 10 193 8:30 AM 6 3 1 9 7 4 3 56 3 5 86 10 193 8:45 AM 7 6 0 8 2 2 9 66 2 9 90 15 216 9:00 AM 6 4 0 8 4 3 12 63 5 4 79 14 202 9:15 AM 10 8 1 14 16 1 2 66 9 9 103 17 256 Volumes 73 45 14 95 82 33 38 614 34 56 863 151 2098 Approach %55.30 34.09 10.61 45.24 39.05 15.71 5.54 89.50 4.96 5.23 80.65 14.11 App/Depart 132 /234 210 /172 686 /723 1070 /969 Peak Volumes 29 21 2 39 29 10 26 251 19 27 358 56 867 Approach %55.77 40.38 3.85 50.00 37.18 12.82 8.78 84.80 6.42 6.12 81.18 12.70 Pk Hr FACTOR:0.8467 AM Pk Hr at: PM 3:30 PM 6 10 0 14 12 6 6 108 8 9 107 16 302 3:45 PM 5 5 1 19 12 18 17 120 9 6 119 18 349 4:00 PM 5 4 7 29 16 6 4 109 7 6 100 18 311 4:15 PM 10 2 2 13 11 6 11 108 6 7 102 14 292 4:30 PM 9 7 5 24 12 6 3 104 10 8 131 21 340 4:45 PM 6 5 5 13 13 8 8 105 6 14 108 23 314 5:00 PM 9 16 5 15 7 2 6 126 6 13 95 13 313 5:15 PM 9 3 4 19 12 3 5 132 4 9 102 12 314 5:30 PM 12 5 10 30 13 4 5 115 6 5 115 12 332 5:45 PM 7 9 9 40 13 4 9 123 7 11 134 13 379 6:00 PM 11 6 2 22 4 3 4 113 1 6 109 22 303 6:15 PM 8 5 4 32 1 4 10 113 3 3 96 22 301 Volumes 97 77 54 270 126 70 88 1376 73 97 1318 204 3850 Approach %42.54 33.77 23.68 57.94 27.04 15.02 5.73 89.53 4.75 5.99 81.41 12.60 App/Depart 228 /369 466 /296 1537 /1700 1619 /1485 Peak Volumes 37 33 28 104 45 13 25 496 23 38 446 50 1338 Approach %37.76 33.67 28.57 64.20 27.78 8.02 4.60 91.18 4.23 7.12 83.52 9.36 Pk Hr FACTOR:0.8826 PM Pk Hr at: 0.82 0.71 0.96 0.84 500 0.68 0.63 0.93 0.85 830 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND State St.07/10/2014 Carlsbad Carlsbad Village Dr.THURSDAY 14-1221-030 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 11111111 1 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 001100120120 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 33 46 75 99 21 2 9 459 29 115 641 96 Adjusted Hourly Volume 0 0 154 122 0 0 9 488 0 115 737 0 Utilization Factor 0.00 0.00 0.09 0.07 0.00 0.00 0.01 0.12 0.00 0.06 0.18 0.00 Critical Factors 0.09 0.07 0.01 0.18 ICU Ratio = 0.45 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day : Thursday 365 Total Name : FDS 122 243 Subtotals 0 Sub - 2 21 99 Sub - Totals totals totals Totals W E e 650 a s 1147 2 996s t 497 459 641 852 t 29 115 22 1479 A North A p 627 p p p r r 33 46 75 Carlsbad Village Drive 0 Subtotals 105 154 Total 259 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11111111 1 Config - (left) 2 1 1 urations 3 11 11 4 5 6 Outside 7 Free-flow Lane Settings 00110012012 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 31 76 133 125 44 8 24 881 34 144 768 83 Adjusted Hourly Volume 0 107 240 177 0 0 24 915 0 144 851 0 Utilization Factor 0.00 0.00 0.13 0.10 0.00 0.00 0.01 0.23 0.00 0.08 0.21 0.00 Critical Factors 0.13 0.10 0.23 0.08 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day : Thursday 463 Total Name : FDS 177 286 Subtotals 0 Sub - 8 44 125 Sub - Totals totals totals Totals W E e 798 a s 1737 2 24 83 s t 939 881 768 995 t 34 144 31 2122 A North A p 1127 p p p r r 31 76 133 Carlsbad Village Drive 0 Subtotals 140 240 Total 380 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 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:220220230231 6:30 AM 361294015226705170 6:45 AM 4 5 13 14 1 1 1 48 2 14 84 9 196 7:00 AM 7138123 0 2544157612206 7:15 AM 4 5 13 10 6 1 2 71 2 17 87 14 232 7:30 AM 4 14 22 16 4 2 3 89 1 24 132 15 326 7:45 AM 8 9 20 17 3 1 2 101 4 22 146 22 355 8:00 AM 8 12 27 23 7 0 1 81 3 10 111 15 298 8:15 AM 5 10 18 24 5 3 2 108 6 21 133 30 365 8:30 AM 2 11 20 29 5 0 5 102 8 20 149 30 381 8:45 AM 13 14 22 20 6 1 2 115 11 29 168 28 429 9:00 AM 9 14 11 27 5 0 2 109 5 28 156 18 384 9:15 AM 9 7 22 23 5 1 0 133 5 38 168 20 431 Volumes 76 120 208 224 54 10 23 1063 53 244 1480 218 3773 Approach %18.81 29.70 51.49 77.78 18.75 3.47 2.02 93.33 4.65 12.56 76.21 11.23 App/Depart 404 / 361 288 / 351 1139 / 1495 1942 / 1566 Peak Volumes 33 46 75 99 21 2 9 459 29 115 641 96 1625 Approach %21.43 29.87 48.70 81.15 17.21 1.64 1.81 92.35 5.84 13.50 75.23 11.27 Pk Hr FACTOR:0.9426 AM Pk Hr at: PM 3:30 PM 5 18 21 39 12 5 1 210 6 49 176 19 561 3:45 PM 7 20 19 33 13 1 6 222 6 31 195 29 582 4:00 PM 8 14 24 43 5 3 9 221 9 35 180 30 581 4:15 PM 6 30 29 27 7 3 6 207 8 38 160 27 548 4:30 PM 16 19 31 23 4 3 4 213 5 36 198 26 578 4:45 PM 10 17 26 36 10 1 4 200 7 29 208 33 581 5:00 PM 10 17 39 35 7 2 9 219 7 38 178 17 578 5:15 PM 5 15 35 24 14 4 5 221 5 29 174 28 559 5:30 PM 5 21 31 38 13 2 7 221 9 42 218 20 627 5:45 PM 11 23 28 28 10 0 3 220 13 35 198 18 587 6:00 PM 13 17 31 37 14 2 6 200 12 39 192 15 578 6:15 PM 8 16 26 30 4 3 4 211 13 28 165 23 531 Volumes 104 227 340 393 113 29 64 2565 100 429 2242 285 6891 Approach %15.50 33.83 50.67 73.46 21.12 5.42 2.35 93.99 3.66 14.51 75.85 9.64 App/Depart 671 / 576 535 / 642 2729 / 3298 2956 / 2375 Peak Volumes 31 76 133 125 44 8 24 881 34 144 768 83 2351 Approach %12.92 31.67 55.42 70.62 24.86 4.52 2.56 93.82 3.62 14.47 77.19 8.34 Pk Hr FACTOR:0.9374 PM Pk Hr at: Harding St. 07/10/2014 Carlsbad Carlsbad Village Dr.THURSDAY 14-1221-031 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.91 0.83 0.99 0.89 500 0.79 0.90 0.90 0.94 830 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 1 411 1 11 51 6 Outside 7 Free-flow Lane Settings 220120212120 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 255 204 19 44 152 131 384 286 195 22 288 63 Adjusted Hourly Volume 255 223 0 44 283 0 384 286 68 22 351 0 Utilization Factor 0.07 0.06 0.00 0.02 0.07 0.00 0.11 0.14 0.02 0.01 0.09 0.00 Critical Factors 0.07 0.07 0.11 0.09 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day : Thursday 638 Total Name : FDS 327 311 Subtotals 0 Sub - 131 152 44 Sub - Totals totals totals Totals W E e 803 a s 1668 0 384 63 s t 865 286 288 373 t 195 22 7 693 A North A p 320 p p p r r 255 204 19 Poinsettia Lane 0 Subtotals 609 478 Total 1087 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 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) 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 1 1 1 4 11 1 11 5 1 6 Outside 7 Free-flow Lane Settings 22011121212 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 267 180 22 83 329 395 162 357 306 24 363 80 Adjusted Hourly Volume 267 202 0 83 329 395 162 357 172.5 24 443 0 Utilization Factor 0.07 0.05 0.00 0.05 0.16 0.22 0.05 0.18 0.05 0.01 0.11 0.00 Critical Factors 0.07 0.22 0.18 0.01 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day : Thursday 1150 Total Name : FDS 807 343 Subtotals 0 Sub - 395 329 83 Sub - Totals totals totals Totals W E e 920 a s 1745 0 162 80 s t 825 357 363 467 t 306 24 7 863 A North A p 396 p p p r r 267 180 22 Poinsettia Lane 0 Subtotals 909 469 Total 1378 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 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 1 2 0 2 1 2 1 2 0 6:30 AM 32 13 3 2 6 13 31 26 16 2 53 5 202 6:45 AM 52 18 3 7 11 19 41 40 20 0 56 7 274 7:00 AM 47 25 2 3 20 17 27 41 23 1 61 9 276 7:15 AM 55 37 2 17 31 34 48 55 35 0 61 10 385 7:30 AM 54 36 8 14 29 33 67 57 38 2 69 21 428 7:45 AM 67 72 8 14 33 27 107 82 43 5 71 17 546 8:00 AM 53 49 3 7 27 22 120 78 37 4 58 20 478 8:15 AM 60 50 4 5 29 26 92 69 44 2 66 19 466 8:30 AM 58 58 5 11 45 30 103 61 50 4 78 12 515 8:45 AM 78 48 8 21 39 36 100 76 52 5 87 17 567 9:00 AM 59 48 2 7 39 39 89 80 49 11 57 15 495 9:15 AM 59 35 3 8 44 36 71 72 37 7 57 16 445 Volumes 674 489 51 116 353 332 896 737 444 43 774 168 5077 Approach %55.52 40.28 4.20 14.48 44.07 41.45 43.14 35.48 21.38 4.37 78.58 17.06 App/Depart 1214 /1553 801 /840 2077 /904 985 /1780 Peak Volumes 255 204 19 44 152 131 384 286 195 22 288 63 2043 Approach %53.35 42.68 3.97 13.46 46.48 40.06 44.39 33.06 22.54 5.90 77.21 16.89 Pk Hr FACTOR:0.9008 AM Pk Hr at: PM 3:30 PM 69 26 5 19 63 54 41 79 72 1 77 10 516 3:45 PM 72 44 1 28 66 74 36 74 60 5 52 13 525 4:00 PM 56 43 2 16 84 59 62 77 73 8 63 14 557 4:15 PM 75 69 7 24 81 69 46 92 82 3 85 20 653 4:30 PM 65 45 1 21 60 69 48 94 71 10 73 19 576 4:45 PM 76 51 4 13 64 94 47 70 92 4 71 20 606 5:00 PM 61 36 3 19 83 93 42 87 87 7 109 13 640 5:15 PM 80 44 12 22 97 119 44 64 70 7 102 16 677 5:30 PM 67 53 1 26 71 92 37 94 87 4 89 23 644 5:45 PM 59 47 6 16 78 91 39 112 62 6 63 28 607 6:00 PM 48 40 2 23 51 73 61 70 61 2 77 25 533 6:15 PM 45 53 6 14 49 58 38 86 57 6 109 24 545 Volumes 773 551 50 241 847 945 541 999 874 63 970 225 7079 Approach %56.26 40.10 3.64 11.85 41.66 46.48 22.41 41.38 36.21 5.01 77.11 17.89 App/Depart 1374 /1317 2033 /1784 2414 /1290 1258 /2688 Peak Volumes 267 180 22 83 329 395 162 357 306 24 363 80 2568 Approach %56.93 38.38 4.69 10.29 40.77 48.95 19.64 43.27 37.09 5.14 77.73 17.13 Pk Hr FACTOR:0.9483 PM Pk Hr at: Aviara Pkwy. 07/24/2014 Carlsbad Poinsettia Ln. THURSDAY 14-1221-032 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.89 0.85 0.95 0.86 815 0.86 0.85 0.95 0.91 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 41 51 6 Outside 7 Free-flow Lane Settings 101101221120 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 39 4 20 45 4 345 174 942 17 6 819 61 Adjusted Hourly Volume 39 0 24 45 0 349 174 942 17 6 880 0 Utilization Factor 0.02 0.00 0.01 0.03 0.00 0.19 0.05 0.24 0.01 0.00 0.22 0.00 Critical Factors 0.02 0.19 0.05 0.22 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Thursday 505 Total Name : FDS 394 111 Subtotals 0 Sub - 345 4 45 Sub - Totals totals totals Totals W E e 1337 a s 2470 1 174 61 s t 1133 942 819 886 t 17 6 0 1854 ANorthA p 968 p p p r r 39420 Poinsettia Lane 0 Subtotals 60 63 Total 123 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 9:15 AM 8:15 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) 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 11 4 1 5 1 6 Outside 7 Free-flow Lane Settings 10110122112 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 26 4 17 65 4 314 355 947 50 15 969 108 Adjusted Hourly Volume 26 0 21 65 0 318 355 947 50 15 1077 0 Utilization Factor 0.01 0.00 0.01 0.04 0.00 0.18 0.10 0.24 0.03 0.01 0.27 0.00 Critical Factors 0.01 0.18 0.10 0.27 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :Poinsettia Lane and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Thursday 560 Total Name : FDS 383 177 Subtotals 0 Sub - 314 4 65 Sub - Totals totals totals Totals W E e 1638 a s 2990 0 355 108 s t 1352 947 969 1092 t 50 15 0 2071 ANorthA p 979 p p p r r 26 4 17 Poinsettia Lane 0 Subtotals 80 47 Total 127 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 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:1 1 0 1 1 0 2 2 1 1 2 0 6:30 AM 8 1 4 3 1 64 13 65 2 0 138 4 303 6:45 AM 4 2 0 4 0 77 16 104 3 1 145 4 360 7:00 AM 8 0 4 7 0 63 29 104 1 0 155 7 378 7:15 AM 11 2 1 5 0 77 24 158 6 0 182 10 476 7:30 AM 12 0 3 10 0 91 33 167 5 1 209 8 539 7:45 AM 9 3 2 9 0 87 38 260 2 0 216 23 649 8:00 AM 8 1 6 9 2 80 40 225 6 0 178 14 569 8:15 AM 11 2 1 15 0 100 36 233 0 0 197 9 604 8:30 AM 7 1 7 9 0 85 40 237 3 1 215 9 614 8:45 AM 10 0 4 7 1 93 44 240 8 1 249 21 678 9:00 AM 11 1 8 14 3 67 54 232 6 4 158 22 580 9:15 AM 10 2 2 7 0 72 49 215 2 3 165 13 540 Volumes 109 15 42 99 7 956 416 2240 44 11 2207 144 6290 Approach %65.66 9.04 25.30 9.32 0.66 90.02 15.41 82.96 1.63 0.47 93.44 6.10 App/Depart 166 /575 1062 /62 2700 /2381 2362 /3272 Peak Volumes 39 4 20 45 4 345 174 942 17 6 819 61 2476 Approach %61.90 6.35 31.75 11.42 1.02 87.56 15.36 83.14 1.50 0.68 92.44 6.88 Pk Hr FACTOR:0.913 AM Pk Hr at: PM 3:30 PM 11 3 5 17 3 62 61 189 14 4 200 21 590 3:45 PM 8 2 7 20 3 74 75 192 13 5 181 14 594 4:00 PM 10 3 3 19 2 74 79 211 10 5 165 20 601 4:15 PM 9 3 4 22 4 93 86 210 7 5 208 25 676 4:30 PM 6 2 5 28 2 106 88 194 9 5 191 13 649 4:45 PM 7 0 1 25 0 74 81 226 15 6 213 19 667 5:00 PM 10 3 3 13 0 75 77 244 11 3 281 24 744 5:15 PM 5 1 5 12 2 85 97 245 16 4 251 33 756 5:30 PM 4 0 8 15 2 80 100 232 8 2 224 32 707 5:45 PM 5 3 6 10 1 74 102 234 6 5 176 21 643 6:00 PM 5 3 2 14 1 70 88 216 8 4 192 22 625 6:15 PM 5 0 1 20 1 56 93 213 11 2 191 20 613 Volumes 85 23 50 215 21 923 1027 2606 128 50 2473 264 7865 Approach %53.80 14.56 31.65 18.55 1.81 79.64 27.31 69.29 3.40 1.79 88.73 9.47 App/Depart 158 /1314 1159 /199 3761 /2871 2787 /3481 Peak Volumes 26 4 17 65 4 314 355 947 50 15 969 108 2874 Approach %55.32 8.51 36.17 16.97 1.04 81.98 26.26 70.04 3.70 1.37 88.74 9.89 Pk Hr FACTOR:0.9504 PM Pk Hr at: Paseo Del Norte/07/24/2014 Carlsbad Poinsettia Ln. THURSDAY 14-1221-033 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.79 0.86 0.97 0.82 815 0.73 0.97 0.94 0.89 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4111 5 1 6 Outside 7 Free-flow Lane Settings 111111130221 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 41 69 284 207 103 61 33 166 35 378 398 152 Adjusted Hourly Volume 41 69 284 207 103 61 33 201 0 378 398 152 Utilization Factor 0.02 0.03 0.16 0.12 0.05 0.03 0.02 0.03 0.00 0.11 0.10 0.08 Critical Factors 0.16 0.12 0.03 0.11 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Thursday 799 Total Name : FDS 371 428 Subtotals 0 Sub - 61 103 207 Sub - Totals totals totals Totals W E e 492 a s 726 0 33 152 s t 234 166 398 928 t 35 378 0 1756 ANorthA p 828 p p p r r 41 69 284 Poinsettia Lane 0 Subtotals 179 394 Total 573 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 9:30 AM 8:30 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) 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 4 11 1 5 1 6 Outside 7 Free-flow Lane Settings 11111113022 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 100 96 434 265 129 50 61 215 61 442 332 299 Adjusted Hourly Volume 100 96 434 265 129 50 61 276 0 442 332 299 Utilization Factor 0.06 0.05 0.24 0.15 0.06 0.03 0.03 0.05 0.00 0.12 0.08 0.17 Critical Factors 0.24 0.15 0.03 0.17 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Thursday 1104 Total Name : FDS 444 660 Subtotals 0 Sub - 50 129 265 Sub - Totals totals totals Totals W E e 443 a s 780 0 61 299 s t 337 215 332 1073 t 61 442 0 2164 ANorthA p 1091 p p p r r 100 96 434 Poinsettia Lane 0 Subtotals 290 630 Total 920 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/14 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:1 1 1 1 1 1 1 3 0 2 2 1 6:30 AM 5 7 29 21 3 4 3 24 8 30 30 50 214 6:45 AM 5 5 44 18 5 6 5 21 6 29 34 32 210 7:00 AM 3 10 44 25 8 10 3 33 7 52 46 46 287 7:15 AM 5 7 63 38 15 11 3 27 10 45 54 48 326 7:30 AM 12 12 64 31 19 15 6 32 5 46 91 66 399 7:45 AM 4 13 72 41 25 6 8 37 8 57 97 69 437 8:00 AM 8 8 50 36 13 10 6 34 18 72 96 42 393 8:15 AM 14 28 64 36 21 10 4 32 10 59 94 39 411 8:30 AM 8 10 85 45 18 16 7 27 9 90 87 39 441 8:45 AM 10 16 56 50 25 13 11 36 3 101 134 39 494 9:00 AM 8 8 76 57 31 10 8 50 9 77 81 33 448 9:15 AM 15 35 67 55 29 22 7 53 14 110 96 41 544 Volumes 97 159 714 453 212 133 71 406 107 768 940 544 4604 Approach %10.00 16.39 73.61 56.77 26.57 16.67 12.16 69.52 18.32 34.10 41.74 24.16 App/Depart 970 /774 798 /1087 584 /1573 2252 /1170 Peak Volumes 41 69 284 207 103 61 33 166 35 378 398 152 1927 Approach %10.41 17.51 72.08 55.80 27.76 16.44 14.10 70.94 14.96 40.73 42.89 16.38 Pk Hr FACTOR:0.8856 AM Pk Hr at: PM 3:30 PM 28 22 106 48 24 15 11 72 14 67 59 47 513 3:45 PM 12 23 100 35 36 25 9 53 21 97 84 72 567 4:00 PM 22 21 110 42 36 13 5 52 14 99 65 48 527 4:15 PM 20 24 107 46 43 13 18 49 19 99 82 64 584 4:30 PM 28 19 102 62 35 12 19 50 22 135 84 59 627 4:45 PM 27 25 121 61 29 19 15 58 14 121 86 69 645 5:00 PM 27 25 109 68 29 8 4 49 10 94 83 81 587 5:15 PM 18 27 102 74 36 11 23 58 15 92 79 90 625 5:30 PM 11 21 100 52 29 13 18 55 24 105 71 60 559 5:45 PM 26 16 119 79 34 14 22 41 17 83 58 56 565 6:00 PM 24 30 71 32 23 9 10 37 27 98 73 54 488 6:15 PM 20 21 84 43 26 11 18 55 15 91 78 62 524 Volumes 263 274 1231 642 380 163 172 629 212 1181 902 762 6811 Approach %14.88 15.50 69.63 54.18 32.07 13.76 16.98 62.09 20.93 41.51 31.70 26.78 App/Depart 1768 /1208 1185 /1773 1013 /2502 2845 /1328 Peak Volumes 100 96 434 265 129 50 61 215 61 442 332 299 2484 Approach %15.87 15.24 68.89 59.68 29.05 11.26 18.10 63.80 18.10 41.19 30.94 27.87 Pk Hr FACTOR:0.9628 PM Pk Hr at: Avenida Encinas 07/24/2014 Carlsbad Poinsettia Ln. THURSDAY 14-1221-034 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.84 0.88 0.79 0.85 830 0.91 0.92 0.88 0.96 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 130130102101 Capacity 1800 6000 0 1800 6000 0 1800 0 3600 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 276 791 3 2 456 90 104 4 243 8 12 15 Adjusted Hourly Volume 276 794 0 2 546 0 104 0 247 8 0 35 Utilization Factor 0.15 0.13 0.00 0.00 0.09 0.00 0.06 0.00 0.07 0.00 0.00 0.02 Critical Factors 0.15 0.09 0.06 0.02 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Tuesday 1356 Total Name : FDS 548 808 Subtotals 0 Sub - 90 456 2 Sub - Totals totals totals Totals W E e 214 a s 565 0 104 15 s t 351 4 12 35 t 243 8 0 50 A North A p 15 p p p r r 276 791 3 Alga Road 8 Subtotals 967 1070 Total 2037 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 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 11 11 5 6 Outside 7 Free-flow Lane Settings 13013010210 1 Capacity 1800 6000 0 1800 6000 0 1800 0 3600 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 379 554 9 16 848 98 101 20 471 11 5 5 Adjusted Hourly Volume 379 563 0 16 946 0 101 0 491 11 0 21 Utilization Factor 0.21 0.09 0.00 0.01 0.16 0.00 0.06 0.00 0.14 0.01 0.00 0.01 Critical Factors 0.21 0.16 0.14 0.01 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Tuesday 1536 Total Name : FDS 962 574 Subtotals 1 Sub - 98 848 16 Sub - Totals totals totals Totals W E e 222 a s 814 0 101 5 s t 592 20 5 21 t 471 11 0 62 A North A p 41 p p p r r 379 554 9 Alga Road 18 Subtotals 1680 942 Total 2622 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/14 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:13013010.51.5110 6:30 AM 29 85 1 0 87 8 17 0 28 1 1 1 258 6:45 AM 26 87 0 0 85 16 8 1 41 2 2 2 270 7:00 AM 41 100 1 1 96 14 11 0 45 2 3 2 316 7:15 AM 46 154 0 2 101 21 10 0 50 6 2 3 395 7:30 AM 52 222 1 1 122 20 18 2 54 2 5 6 505 7:45 AM 57 214 2 0 120 26 24 0 63 3 2 2 513 8:00 AM 87 196 0 0 108 24 29 0 66 2 4 5 521 8:15 AM 80 159 0 1 106 20 33 2 60 1 1 2 465 8:30 AM 72 155 1 2 131 33 21 1 65 4 5 1 491 8:45 AM 76 125 0 1 128 29 21 4 58 1 2 4 449 9:00 AM 84 104 1 0 87 24 14 1 57 2 6 1 381 9:15 AM 88 111 2 2 76 28 19 2 75 6 3 2 414 Volumes 738 1712 9 10 1247 263 225 13 662 32 36 31 4978 Approach %30.01 69.62 0.37 0.66 82.04 17.30 25.00 1.44 73.56 32.32 36.36 31.31 App/Depart 2459 / 1968 1520 / 1941 900 / 32 99 / 1037 Peak Volumes 276 791 3 2 456 90 104 4 243 8 12 15 2004 Approach %25.79 73.93 0.28 0.36 83.21 16.42 29.63 1.14 69.23 22.86 34.29 42.86 Pk Hr FACTOR:0.9616 AM Pk Hr at: PM 3:30 PM 75 153 1 2 119 14 16 4 72 0 3 2 461 3:45 PM 82 141 1 2 110 26 20 2 58 1 3 2 448 4:00 PM 100 150 0 3 142 19 21 3 77 3 1 0 519 4:15 PM 99 130 0 2 172 25 30 3 86 3 1 2 553 4:30 PM 101 150 1 4 159 23 22 3 88 3 1 1 556 4:45 PM 101 138 3 4 204 23 27 3 108 3 0 1 615 5:00 PM 80 134 1 5 228 22 23 5 103 3 2 1 607 5:15 PM 74 138 3 2 208 26 27 6 145 3 0 1 633 5:30 PM 124 144 2 5 208 27 24 6 115 2 3 2 662 5:45 PM 96 123 0 3 191 28 23 5 99 3 5 1 577 6:00 PM 84 81 3 4 174 21 31 5 101 3 0 1 508 6:15 PM 83 99 3 1 135 14 23 2 85 3 1 1 450 Volumes 1099 1581 18 37 2050 268 287 47 1137 30 20 15 6589 Approach %40.73 58.60 0.67 1.57 87.05 11.38 19.51 3.20 77.29 46.15 30.77 23.08 App/Depart 2698 / 1883 2355 / 3217 1471 / 102 65 / 1387 Peak Volumes 379 554 9 16 848 98 101 20 471 11 5 5 2517 Approach %40.23 58.81 0.96 1.66 88.15 10.19 17.06 3.38 79.56 52.38 23.81 23.81 Pk Hr FACTOR:0.9505 PM Pk Hr at: Melrose Dr. 07/29/2014 Carlsbad Alga Rd. TUESDAY 14-1221-035 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.95 0.94 0.92 0.67 730 0.87 0.94 0.83 0.75 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 41 51 6 Outside 7 Free-flow Lane Settings 120221101111 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 34 123 4 82 163 201 72 19 24 0 13 43 Adjusted Hourly Volume 34 127 0 245 163 201 72 0 43 0 13 43 Utilization Factor 0.02 0.03 0.00 0.07 0.04 0.11 0.04 0.00 0.02 0.00 0.01 0.02 Critical Factors 0.02 0.11 0.04 0.02 ICU Ratio = 0.29 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 693 Total Name : FDS 446 247 Subtotals 1 Sub - 201 163 82 Sub - Totals totals totals Totals W E e 286 a s 401 0 72 43 s t 115 19 13 56 t 24 0 0 80 ANorthA p 24 p p p r r 34 123 4 Jefferson Street 0 Subtotals 221 161 Total 382 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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) 4:45 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 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 12022110111 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 79 324 9 209 355 225 244 48 76 9 39 250 Adjusted Hourly Volume 79 333 0 564 355 225 244 0 124 9 39 250 Utilization Factor 0.04 0.08 0.00 0.16 0.09 0.13 0.14 0.00 0.07 0.01 0.02 0.14 Critical Factors 0.08 0.16 0.14 0.14 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :Jefferson Street and Jefferson Street-Marron Road Time : to North Approach Jefferson Street-Marron Road Date : Day : Tuesday 1570 Total Name : FDS 789 781 Subtotals 2 Sub - 225 355 209 Sub - Totals totals totals Totals W E e 508 a s 876 0 244 250 s t 368 48 39 298 t 76 9 0 366 ANorthA p 68 p p p r r 79 324 9 Jefferson Street 0 Subtotals 510 412 Total 922 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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 10 0 5 32 79 6 1 29 1 3 1 169 6:45 AM 2 12 0 7 36 81 8 0 34 0 1 3 184 7:00 AM 10 12 0 6 25 54 12 0 20 0 0 2 141 7:15 AM 12 26 1 9 35 54 4 5 4 2 4 4 160 7:30 AM 6 32 0 6 31 62 19 1 5 1 0 4 167 7:45 AM 9 26 0 13 32 103 20 1 2 0 0 7 213 8:00 AM 12 29 0 11 36 74 14 1 4 0 4 7 192 8:15 AM 10 30 2 15 33 57 18 2 2 1 3 6 179 8:30 AM 7 30 1 13 33 41 17 3 4 0 1 6 156 8:45 AM 10 26 1 24 53 63 20 4 7 0 2 7 217 9:00 AM 11 27 1 13 34 53 19 8 8 0 1 14 189 9:15 AM 6 40 1 32 43 44 16 4 5 0 9 16 216 Volumes 97 300 7 154 423 765 173 30 124 5 28 77 2183 Approach %24.01 74.26 1.73 11.48 31.52 57.00 52.91 9.17 37.92 4.55 25.45 70.00 App/Depart 404 /550 1342 /552 327 /191 110 /890 Peak Volumes 34 123 4 82 163 201 72 19 24 0 13 43 778 Approach %21.12 76.40 2.48 18.39 36.55 45.07 62.61 16.52 20.87 0.00 23.21 76.79 Pk Hr FACTOR:0.8963 AM Pk Hr at: PM 3:30 PM 19 90 9 48 58 66 47 9 12 0 11 52 421 3:45 PM 18 86 3 70 66 60 57 8 15 2 8 55 448 4:00 PM 19 86 5 70 66 54 48 10 14 1 11 70 454 4:15 PM 27 76 1 70 82 57 49 9 16 3 9 63 462 4:30 PM 22 92 5 56 68 58 37 13 15 1 12 57 436 4:45 PM 15 81 2 49 90 53 75 16 27 3 7 56 474 5:00 PM 31 74 5 55 84 68 65 8 18 3 7 63 481 5:15 PM 15 90 2 58 92 51 44 12 12 0 14 68 458 5:30 PM 18 79 2 45 89 53 60 12 19 3 11 63 454 5:45 PM 26 94 2 64 78 60 44 11 15 1 10 55 460 6:00 PM 34 84 1 47 76 47 33 8 13 1 8 61 413 6:15 PM 18 75 2 44 78 37 37 8 15 1 6 40 361 Volumes 262 1007 39 676 927 664 596 124 191 19 114 703 5322 Approach %20.03 76.99 2.98 29.82 40.89 29.29 65.42 13.61 20.97 2.27 13.64 84.09 App/Depart 1308 /2306 2267 /1137 911 /839 836 /1040 Peak Volumes 79 324 11 207 355 225 244 48 76 9 39 250 1867 Approach %19.08 78.26 2.66 26.30 45.11 28.59 66.30 13.04 20.65 3.02 13.09 83.89 Pk Hr FACTOR:0.9704 PM Pk Hr at: Marron Rd.07/08/2014 Carlsbad Jefferson St.TUESDAY 14-1221-036 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.94 0.95 0.78 0.91 445 0.86 0.80 0.82 0.56 830 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 Config -(left) 21111 urations 311111111 4 5 6 Outside 7 Free-flow Lane Settings 111111120120 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 77 17 31 18 10 12 16 96 74 32 87 32 Adjusted Hourly Volume 77 17 31 18 10 12 16 170 0 32 119 0 Utilization Factor 0.04 0.01 0.02 0.01 0.01 0.01 0.01 0.04 0.00 0.02 0.03 0.00 Critical Factors 0.04 0.01 0.04 0.02 ICU Ratio = 0.21 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 107 Total Name : FDS 40 67 Subtotals 0 Sub - 12 10 18 Sub - Totals totals totals Totals W E e 115 a s 301 0 16 32 s t 186 96 87 151 t 74 32 0 310 ANorthA p 159 p p p r r 77 17 31 Marron Road 0 Subtotals 161 125 Total 286 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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 11 11 11 1 1 4 5 6 Outside 7 Free-flow Lane Settings 11111112012 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 114 53 62 81 72 72 51 235 168 68 241 102 Adjusted Hourly Volume 114 53 62 81 72 72 51 403 0 68 343 0 Utilization Factor 0.06 0.03 0.03 0.05 0.04 0.04 0.03 0.10 0.00 0.04 0.09 0.00 Critical Factors 0.06 0.04 0.10 0.04 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 461 Total Name : FDS 225 236 Subtotals 0 Sub - 72 72 81 Sub - Totals totals totals Totals W E e 364 a s 818 0 51 102 s t 454 235 241 411 t 168 68 0 776 ANorthA p 365 p p p r r 114 53 62 Marron Road 0 Subtotals 354 229 Total 583 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/14 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 2 2 2 1 3 0 11 6 2 13 5 61 6:45 AM 10 2 3 2 2 1 3 17 52 5 4 4 105 7:00 AM 11 0 3 2 1 1 0 15 28 17 13 2 93 7:15 AM 18 2 2 2 3 4 2 19 20 6 15 6 99 7:30 AM 25 2 5 4 1 4 1 13 20 5 12 5 97 7:45 AM 22 4 0 1 2 2 2 17 17 12 17 3 99 8:00 AM 17 3 7 3 1 2 1 15 23 9 25 8 114 8:15 AM 24 3 15 3 4 3 2 25 11 8 14 3 115 8:30 AM 20 3 4 4 0 3 1 20 17 4 14 6 96 8:45 AM 22 4 10 2 4 1 6 33 20 7 23 6 138 9:00 AM 11 6 8 7 3 3 2 25 17 13 28 5 128 9:15 AM 24 4 9 5 3 5 7 18 20 8 22 15 140 Volumes 218 35 68 37 25 32 27 228 251 96 200 68 1285 Approach %67.91 10.90 21.18 39.36 26.60 34.04 5.34 45.06 49.60 26.37 54.95 18.68 App/Depart 321 /130 94 /372 506 /333 364 /450 Peak Volumes 77 17 31 18 10 12 16 96 74 32 87 32 502 Approach %61.60 13.60 24.80 45.00 25.00 30.00 8.60 51.61 39.78 21.19 57.62 21.19 Pk Hr FACTOR:0.8964 AM Pk Hr at: PM 3:30 PM 28 15 24 34 17 23 10 54 19 20 71 25 340 3:45 PM 23 14 27 21 20 15 7 49 28 18 65 26 313 4:00 PM 24 21 17 17 22 18 8 42 32 17 53 25 296 4:15 PM 26 13 25 18 12 22 7 65 27 15 47 27 304 4:30 PM 31 12 22 26 15 14 15 36 33 12 71 24 311 4:45 PM 29 12 19 14 16 19 18 66 49 14 58 30 344 5:00 PM 25 17 18 22 18 17 10 53 39 18 61 24 322 5:15 PM 32 14 17 25 17 16 9 54 40 16 61 18 319 5:30 PM 28 10 8 20 21 20 14 62 40 20 61 30 334 5:45 PM 24 21 23 22 12 14 7 54 22 15 60 21 295 6:00 PM 31 20 20 21 11 22 16 57 42 12 67 24 343 6:15 PM 21 13 16 23 10 19 12 50 34 14 59 16 287 Volumes 322 182 236 263 191 219 133 642 405 191 734 290 3808 Approach %43.51 24.59 31.89 39.08 28.38 32.54 11.27 54.41 34.32 15.72 60.41 23.87 App/Depart 740 /605 673 /787 1180 /1141 1215 /1275 Peak Volumes 114 53 62 81 72 72 51 235 168 68 241 102 1319 Approach %49.78 23.14 27.07 36.00 32.00 32.00 11.23 51.76 37.00 16.55 58.64 24.82 Pk Hr FACTOR:0.9586 PM Pk Hr at: Monroe St. 07/08/2014 Carlsbad Marron Rd.TUESDAY 14-1221-037 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.91 0.92 0.85 0.93 445 0.84 0.77 0.79 0.82 830 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 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 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 201000020130 Capacity 3600 0 1800 00004000 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 1330720000938308595510 Adjusted Hourly Volume1330000001246 0 59 551 0 Utilization Factor 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.00 0.03 0.09 0.00 Critical Factors 0.04 0.00 0.00 0.31 0.03 ICU Ratio = 0.48 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 551 a s 1797 0 00s t 1246 938 551 610 t 308 59 0 1679 A North A p 1069 p p p r r 133 0 72 Cannon Road 0 Subtotals 441 205 Total 646 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/14 9:30 AM 8:30 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) 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 4 1 5 6 Outside 7 Free-flow Lane Settings 20100002013 0 Capacity 3600 0 1800 00004000 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 49401140000682264751225 0 Adjusted Hourly Volume49403900009460751225 0 Utilization Factor 0.14 0.00 0.02 0.00 0.00 0.00 0.00 0.24 0.00 0.04 0.20 0.00 Critical Factors 0.14 0.00 0.00 0.24 0.04 ICU Ratio = 0.52 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 1227 a s 2173 0 00s t 946 682 1225 1300 t 264 75 0 2171 A North A p 871 p p p r r 494 0 114 Cannon Road 2 Subtotals 756 608 Total 1364 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/14 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 0 1 0 0 0 0 2 1 1 2 0 6:30 AM 6 0 4 0 0 0 0 129 38 10 124 0 311 6:45 AM 7 0 1 0 0 0 0 214 69 8 117 0 416 7:00 AM 4 0 5 0 0 0 0 175 68 6 132 0 390 7:15 AM 16 0 2 0 0 0 0 168 82 22 120 0 410 7:30 AM 18 0 12 0 0 0 0 213 110 18 148 0 519 7:45 AM 16 0 13 0 0 0 0 288 142 22 131 0 612 8:00 AM 15 0 11 0 0 0 0 193 89 31 140 0 479 8:15 AM 29 0 9 0 0 0 0 209 62 13 128 0 450 8:30 AM 31 0 15 0 0 0 0 215 79 18 147 0 505 8:45 AM 27 0 20 0 0 0 0 238 92 19 119 0 515 9:00 AM 32 0 16 0 0 0 0 230 81 7 158 0 524 9:15 AM 43 0 21 0 0 0 0 255 56 15 127 0 517 Volumes 244 0 129 0 0 0 0 2527 968 189 1591 0 5648 Approach %65.42 0.00 34.58 #DIV/0!#DIV/0!#DIV/0!0.00 72.30 27.70 10.62 89.38 0.00 App/Depart 373 /0 0 /1157 3495 /2656 1780 /1835 Peak Volumes 133 0 72 0 0 0 0 938 308 59 551 0 2061 Approach %64.88 0.00 35.12 #DIV/0!#DIV/0!#DIV/0!0.00 75.28 24.72 9.67 90.33 0.00 Pk Hr FACTOR:0.9833 AM Pk Hr at: PM 3:30 PM 98 0 34 0 0 0 0 116 66 17 294 0 625 3:45 PM 98 0 47 0 0 0 0 152 82 19 209 0 607 4:00 PM 112 0 29 0 0 0 0 157 76 15 269 0 658 4:15 PM 108 0 35 0 0 0 0 160 88 10 244 0 645 4:30 PM 140 0 28 0 0 0 0 146 62 13 253 0 642 4:45 PM 101 0 28 0 0 0 0 169 73 22 292 0 685 5:00 PM 133 0 30 0 0 0 0 169 44 16 340 0 732 5:15 PM 131 0 20 0 0 0 0 162 78 16 313 0 720 5:30 PM 129 0 36 0 0 0 0 182 69 21 280 0 717 5:45 PM 94 0 35 0 0 0 0 157 70 14 257 0 627 6:00 PM 126 0 17 0 0 0 0 171 58 10 248 0 630 6:15 PM 87 0 21 0 0 0 0 146 52 12 208 0 526 Volumes 1357 0 360 0 0 0 0 1887 818 185 3207 0 7814 Approach %79.03 0.00 20.97 #DIV/0!#DIV/0!#DIV/0!0.00 69.76 30.24 5.45 94.55 0.00 App/Depart 1717 /0 0 /1003 2705 /2247 3392 /4564 Peak Volumes 494 0 114 0 0 0 0 682 264 75 1225 0 2854 Approach %81.25 0.00 18.75 #DIV/0!#DIV/0!#DIV/0!0.00 72.09 27.91 5.77 94.23 0.00 Pk Hr FACTOR:0.9747 PM Pk Hr at: Paseo Del Norte 07/16/2014 Carlsbad Cannon Rd. WEDNESDAY 14-1221-038 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.80 0.00 0.94 0.92 830 0.92 0.00 0.94 0.91 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11111111 1 Config - (left) 2 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 100001111110 Capacity 1800 00001800 1800 2000 1800 1800 2000 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 1552111125159409357087 Adjusted Hourly Volume168000045159409357150 Utilization Factor 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.23 0.02 0.36 0.00 Critical Factors 0.09 0.00 0.00 0.36 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day : Wednesday 15 Total Name : FDS 4 11 Subtotals 0 Sub - 2 1 1 Sub - Totals totals totals Totals W E e 714 a s 1287 1 57s t 573 159 708 750 t 409 35 0 955 ANorthA p 205 p p p r r 155 2 11 Cannon Road 0 Subtotals 565 168 Total 733 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. Note: The lane configurations shown reflect temporary construction conditions. 07/16/14 8:30 AM 7:30 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11111111 1 Config - (left) 2 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 10010011111 0 Capacity 1800 0 0 1800 0 0 1800 2000 1800 1800 2000 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 551044302983614452960 Adjusted Hourly Volume59500500983614452960 Utilization Factor 0.33 0.00 0.00 0.00 0.00 0.00 0.01 0.42 0.08 0.00 0.15 0.00 Critical Factors 0.33 0.00 0.42 0.00 ICU Ratio = 0.85 LOS = D Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day : Wednesday 15 Total Name : FDS 5 10 Subtotals 0 Sub -2 0 3 Sub - Totals totals totals Totals W E e 301 a s 1290 7 90s t 989 836 296 301 t 144 5 0 1186 ANorthA p 885 p p p r r 551 0 44 Cannon Road 1 Subtotals 694 595 Total 1289 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. Note: The lane configurations shown reflect temporary construction conditions. 07/16/14 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:1.33 0.33 0.33 0 1 0 1 2 1 1 2 0 6:30 AM 23 0 0 0 0 0 0 23 49 5 154 0 254 6:45 AM 36 1 0 0 0 0 0 30 66 2 213 2 350 7:00 AM 30 0 1 0 0 0 5 25 65 5 134 1 266 7:15 AM 25 1 2 0 0 2 0 29 70 13 161 2 305 7:30 AM 42 0 3 0 0 0 0 26 101 12 179 2 365 7:45 AM 41 0 3 0 0 1 0 38 131 5 236 2 457 8:00 AM 31 2 3 0 1 1 2 54 85 11 153 0 343 8:15 AM 41 0 2 1 0 0 3 41 92 7 140 3 330 8:30 AM 27 0 6 0 0 1 1 63 99 5 135 2 339 8:45 AM 26 1 6 0 0 2 4 47 103 7 119 1 316 9:00 AM 34 1 3 1 0 1 3 52 97 8 103 6 309 9:15 AM 38 2 3 1 0 1 6 36 71 2 102 4 266 Volumes 394 8 32 3 1 9 24 464 1029 82 1829 25 3900 Approach %90.78 1.84 7.37 23.08 7.69 69.23 1.58 30.59 67.83 4.24 94.47 1.29 App/Depart 434 /57 13 /1112 1517 /499 1936 /2232 Peak Volumes 155 2 11 1 1 2 5 159 409 35 708 7 1495 Approach %92.26 1.19 6.55 25.00 25.00 50.00 0.87 27.75 71.38 4.67 94.40 0.93 Pk Hr FACTOR:0.8178 AM Pk Hr at: PM 3:30 PM 72 0 12 1 0 1 5 151 39 2 75 0 358 3:45 PM 62 0 13 0 0 0 6 140 37 2 86 0 346 4:00 PM 65 2 8 0 0 3 3 138 35 1 60 0 315 4:15 PM 81 0 3 1 0 0 2 154 38 7 67 2 355 4:30 PM 129 0 6 0 0 0 3 199 43 0 74 0 454 4:45 PM 147 0 7 1 0 1 2 210 44 3 93 0 508 5:00 PM 137 0 13 2 0 0 2 220 21 1 65 0 461 5:15 PM 138 0 18 0 0 1 2 207 36 1 64 0 467 5:30 PM 109 0 9 1 1 1 0 195 46 2 83 0 447 5:45 PM 103 1 20 1 0 0 1 226 47 1 68 1 469 6:00 PM 66 0 6 1 0 0 0 174 49 3 53 0 352 6:15 PM 65 0 3 0 0 0 0 168 44 2 68 0 350 Volumes 1174 3 118 8 1 7 26 2182 479 25 856 3 4882 Approach %90.66 0.23 9.11 50.00 6.25 43.75 0.97 81.21 17.83 2.83 96.83 0.34 App/Depart 1295 /32 16 /505 2687 /2308 884 /2037 Peak Volumes 551 0 44 3 0 2 9 836 144 5 296 0 1890 Approach %92.61 0.00 7.39 60.00 0.00 40.00 0.91 84.53 14.56 1.66 98.34 0.00 Pk Hr FACTOR:0.9301 PM Pk Hr at: 0.95 0.63 0.97 0.78 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.50 0.85 0.77 730 Faraday Ave. 07/16/2014 Carlsbad Cannon Rd. WEDNESDAY 14-1221-039 -- all move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 LaneInside 11111 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 120120201101 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 35 341 2 3 1212 195 208 2 64 4 6 9 Adjusted Hourly Volume 35 343 0 3 1407 0 210 0 29 4 0 19 Utilization Factor 0.02 0.09 0.00 0.00 0.35 0.00 0.06 0.00 0.02 0.00 0.00 0.01 Critical Factors 0.02 0.35 0.06 0.01 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day : Tuesday 1763 Total Name : FDS 1410 353 Subtotals 1 Sub - 195 1212 3 Sub - Totals totals totals Totals W E e 409 a s 683 1 208 9 s t 274 2 6 19 t 64 4 0 28 ANorthA p 9p p p r r 35 341 2 Carlsbad Village Drive 1 Subtotals 1310 378 Total 1688 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/14 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 12012020110 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 1390 3 15 468 373 288 14 58 2 10 11 Adjusted Hourly Volume 83 1393 0 15 841 0 302 002023 Utilization Factor 0.05 0.35 0.00 0.01 0.21 0.00 0.08 0.00 0.00 0.00 0.00 0.01 Critical Factors 0.35 0.01 0.08 0.01 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day : Tuesday 2268 Total Name : FDS 856 1412 Subtotals 5 Sub - 373 468 15 Sub - Totals totals totals Totals W E e 670 a s 1030 1 288 11 s t 360 14 10 23 t 58 2 0 47 ANorthA p 24 p p p r r 83 1390 3 Carlsbad Village Drive 0 Subtotals 609 1476 Total 2085 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/14 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:1 2 0 1 2 0 1.5 0.5 1 1 1 0 6:30 AM 0 52 0 0 209 14 34 0 8 0 0 1 318 6:45 AM 9 51 0 1 297 28 35 0 13 0 0 1 435 7:00 AM 8 44 1 2 243 39 43 0 8 0 0 2 390 7:15 AM 6 58 0 2 284 37 52 1 11 2 1 2 456 7:30 AM 7 79 0 0 370 38 47 0 7 1 1 3 553 7:45 AM 8 90 0 0 348 57 50 1 15 0 1 2 572 8:00 AM 9 74 2 0 253 52 53 0 23 0 2 4 472 8:15 AM 11 98 0 3 241 48 58 1 19 3 2 0 484 8:30 AM 10 82 0 1 242 55 53 0 20 2 4 2 471 8:45 AM 13 95 0 1 202 51 45 5 10 1 4 1 428 9:00 AM 12 84 3 0 196 39 48 1 8 0 1 2 394 9:15 AM 6 86 0 1 170 43 48 3 10 0 4 2 373 Volumes 99 893 6 11 3055 501 566 12 152 9 20 22 5346 Approach %9.92 89.48 0.60 0.31 85.65 14.05 77.53 1.64 20.82 17.65 39.22 43.14 App/Depart 998 /1481 3567 /3216 730 /29 51 /620 Peak Volumes 35 341 2 3 1212 195 208 2 64 4 6 9 2081 Approach %9.26 90.21 0.53 0.21 85.96 13.83 75.91 0.73 23.36 21.05 31.58 47.37 Pk Hr FACTOR:0.9095 AM Pk Hr at: PM 3:30 PM 8 250 0 3 140 62 59 1 8 0 2 2 535 3:45 PM 19 255 1 0 108 62 71 2 11 0 3 4 536 4:00 PM 14 267 1 3 95 75 55 2 12 0 1 1 526 4:15 PM 14 295 12 2 127 92 57 1 14 0 0 1 615 4:30 PM 18 310 0 1 122 85 56 2 12 0 1 3 610 4:45 PM 24 324 3 3 111 96 72 2 12 0 4 4 655 5:00 PM 24 335 0 4 113 99 70 5 27 1 2 2 682 5:15 PM 24 364 0 3 124 90 72 2 14 1 3 3 700 5:30 PM 11 367 0 5 120 88 74 5 5 0 1 2 678 5:45 PM 31 333 2 0 99 85 54 0 11 0 2 1 618 6:00 PM 29 249 0 5 96 79 80 1 14 1 1 1 556 6:15 PM 14 212 0 1 87 80 61 5 7 0 1 3 471 Volumes 230 3561 19 30 1342 993 781 28 147 3 21 27 7182 Approach %6.04 93.46 0.50 1.27 56.74 41.99 81.69 2.93 15.38 5.88 41.18 52.94 App/Depart 3810 /4369 2365 /1492 956 /77 51 /1244 Peak Volumes 83 1390 3 15 468 373 288 14 58 2 10 11 2715 Approach %5.62 94.17 0.20 1.75 54.67 43.57 80.00 3.89 16.11 8.70 43.48 47.83 Pk Hr FACTOR:0.9696 PM Pk Hr at: 0.95 0.99 0.88 0.72 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.87 0.86 0.88 0.79 730 College Blvd. 07/15/2014 Carlsbad Carlsbad Village Dr.TUESDAY 14-1221-040 -- all move veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 1 411 5 6 Outside 7 Free-flow Lane Settings 220120111010 Capacity 3600 4000 0 1800 4000 0 1800 2000 1800 0 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 183 191 158 154 285 86 36 171 67 98 264 22 Adjusted Hourly Volume 183 349 0 154 371 0 36 171 67 0 384 0 Utilization Factor 0.05 0.09 0.00 0.09 0.09 0.00 0.02 0.09 0.04 0.00 0.19 0.00 Critical Factors 0.09 0.09 0.09 0.19 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Tuesday 892 Total Name : FDS 525 367 Subtotals 0 Sub - 86 285 154 Sub - Totals totals totals Totals W E e 387 a s 661 0 36 22 s t 274 171 264 384 t 67 98 1 810 ANorthA p 426 p p p r r 183 191 158 Faraday Avenue 1 Subtotals 535 532 Total 1067 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. Note: The lane configurations shown reflect temporary construction conditions. 07/22/14 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 1111111 Config - (left) 2 1 1 1 urations 3 1 1 1 1 411 5 6 Outside 7 Free-flow Lane Settings 22012011101 0 Capacity 3600 4000 0 1800 4000 0 1800 2000 1800 0 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 108 334 87 10 190 64 44 279 181 187 225 131 Adjusted Hourly Volume 108 421 0 10 254 0 44 279 181 0 543 0 Utilization Factor 0.03 0.11 0.00 0.01 0.06 0.00 0.02 0.14 0.10 0.00 0.27 0.00 Critical Factors 0.11 0.01 0.14 0.27 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Tuesday 739 Total Name : FDS 264 475 Subtotals 0 Sub -64 190 10 Sub - Totals totals totals Totals W E e 333 a s 837 0 44 131 s t 504 279 225 543 t 181 187 0 1096 ANorthA p 553 p p p r r 108 334 87 Faraday Avenue 0 Subtotals 479 529 Total 1008 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. Note: The lane configurations shown reflect temporary construction conditions. 07/22/14 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 1 2 0 1 2 0 6:30 AM 20 7 16 15 50 11 6 21 5 19 47 5 222 6:45 AM 36 13 32 34 43 21 9 29 13 28 54 8 320 7:00 AM 20 28 42 30 93 9 6 28 6 24 43 7 336 7:15 AM 31 22 28 22 75 20 2 28 13 26 43 9 319 7:30 AM 32 36 32 38 68 16 7 40 15 24 69 3 380 7:45 AM 48 54 40 54 85 14 12 56 16 30 66 6 481 8:00 AM 52 43 38 37 65 25 8 43 17 24 65 3 420 8:15 AM 42 55 47 29 75 24 7 42 12 25 64 4 426 8:30 AM 41 39 33 34 60 23 9 30 22 19 69 9 388 8:45 AM 42 39 54 23 78 19 4 44 26 20 47 9 405 9:00 AM 37 25 43 29 60 18 7 36 22 18 68 5 368 9:15 AM 24 27 35 24 41 9 3 31 19 15 48 5 281 Volumes 425 388 440 369 793 209 80 428 186 272 683 73 4346 Approach %33.92 30.97 35.12 26.91 57.84 15.24 11.53 61.67 26.80 26.46 66.44 7.10 App/Depart 1253 /541 1371 /1251 694 /1237 1028 /1317 Peak Volumes 183 191 158 154 285 86 36 171 67 98 264 22 1715 Approach %34.40 35.90 29.70 29.33 54.29 16.38 13.14 62.41 24.45 25.52 68.75 5.73 Pk Hr FACTOR:0.8914 AM Pk Hr at: PM 3:30 PM 15 65 28 8 28 6 4 63 35 30 41 26 349 3:45 PM 20 59 15 5 38 6 13 51 30 26 47 11 321 4:00 PM 26 84 23 1 36 4 18 61 37 33 50 35 408 4:15 PM 22 56 19 2 31 10 11 63 33 39 46 20 352 4:30 PM 20 92 20 1 42 13 11 66 45 60 46 37 453 4:45 PM 26 76 22 2 45 7 10 58 36 48 49 30 409 5:00 PM 32 83 27 3 55 12 14 89 55 42 69 37 518 5:15 PM 30 83 18 4 48 32 9 66 45 37 61 27 460 5:30 PM 17 63 20 4 47 9 8 55 51 47 62 37 420 5:45 PM 16 58 22 4 39 12 12 54 37 55 35 26 370 6:00 PM 13 74 18 3 34 4 18 52 20 50 39 27 352 6:15 PM 9 35 17 5 24 9 3 34 19 49 31 18 253 Volumes 246 828 249 42 467 124 131 712 443 516 576 331 4665 Approach %18.59 62.59 18.82 6.64 73.78 19.59 10.19 55.37 34.45 36.26 40.48 23.26 App/Depart 1323 /1290 633 /1426 1286 /1003 1423 /946 Peak Volumes 108 334 87 10 190 64 44 279 181 187 225 131 1840 Approach %20.42 63.14 16.45 3.79 71.97 24.24 8.73 55.36 35.91 34.44 41.44 24.13 Pk Hr FACTOR:0.888 PM Pk Hr at: College Blvd. 07/22/2014 Carlsbad Faraday Ave. TUESDAY 14-1221-041 -- All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.92 0.86 0.82 0.94 745 0.93 0.79 0.80 0.92 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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 000002020120 Capacity 000003600 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 72 0 359 0 452 274 169 677 0 Adjusted Hourly Volume00000431072601696770 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.18 0.00 0.09 0.17 0.00 Critical Factors 0.00 0.12 0.18 0.09 ICU Ratio = 0.49 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 : Thursday 503 Total Name : FDS 431 72 Subtotals 0 Sub - 359 0 72 Sub - Totals totals totals Totals W E e 1036 a s 1762 0 00s t 726 452 677 846 t 274 169 0 1467 ANorthA p 621 p p p r r 000 Carlsbad Village Drive 0 Subtotals 274 0 Total 274 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 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) 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 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 00000202012 0 Capacity 000003600 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 0 144 2 485 0 952 375 189 749 0 Adjusted Hourly Volume 0000063101327 0 189 749 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.33 0.00 0.11 0.19 0.00 Critical Factors 0.00 0.18 0.33 0.11 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 775 Total Name : FDS 631 144 Subtotals 0 Sub - 485 2 144 Sub - Totals totals totals Totals W E e 1234 a s 2561 0 00s t 1327 952 749 938 t 375 189 0 2079 ANorthA p 1141 p p p r r 000 Carlsbad Village Drive 0 Subtotals 377 0 Total 377 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 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 6 0 29 0 52 49 40 60 0 236 6:45 AM 0 0 0 5 0 35 0 45 55 21 22 0 183 7:00 AM 0 0 0 10 0 45 0 72 41 51 82 0 301 7:15 AM 0 0 0 16 0 60 0 76 33 53 91 0 329 7:30 AM 0 0 0 22 0 76 0 96 59 53 123 0 429 7:45 AM 0 0 0 14 0 84 0 108 58 55 143 0 462 8:00 AM 0 0 0 14 0 62 0 94 56 47 109 0 382 8:15 AM 0 0 0 26 0 69 0 127 64 53 135 0 474 8:30 AM 0 0 0 18 0 86 0 107 54 62 139 0 466 8:45 AM 0 0 0 28 0 92 0 124 59 37 209 0 549 9:00 AM 0 0 0 19 0 80 0 99 73 26 151 0 448 9:15 AM 0 0 0 7 0 101 0 122 88 44 178 0 540 Volumes 0 0 0 185 0 819 0 1122 689 542 1442 0 4799 Approach %#DIV/0!#DIV/0!#DIV/0!18.43 0.00 81.57 0.00 61.95 38.05 27.32 72.68 0.00 App/Depart 0 /0 1004 /1231 1811 /1307 1984 /2261 Peak Volumes 0 0 0 72 0 359 0 452 274 169 677 0 2003 Approach %#DIV/0!#DIV/0!#DIV/0!16.71 0.00 83.29 0.00 62.26 37.74 19.98 80.02 0.00 Pk Hr FACTOR:0.9121 AM Pk Hr at: PM 3:30 PM 0 0 0 45 0 117 0 188 111 55 154 0 670 3:45 PM 0 0 0 32 0 96 0 224 104 42 209 0 707 4:00 PM 0 0 0 42 1 106 0 199 99 48 185 0 680 4:15 PM 0 0 0 24 0 92 0 200 97 35 157 0 605 4:30 PM 0 0 0 28 0 123 0 215 88 45 223 0 722 4:45 PM 0 0 0 30 1 99 0 207 71 38 238 0 684 5:00 PM 0 0 0 33 1 108 0 245 99 56 177 0 719 5:15 PM 0 0 0 42 0 140 0 243 92 39 174 0 730 5:30 PM 0 0 0 33 0 121 0 230 94 46 199 0 723 5:45 PM 0 0 0 36 1 116 0 234 90 48 199 0 724 6:00 PM 0 0 0 24 0 107 0 230 94 46 211 0 712 6:15 PM 0 0 0 27 0 88 0 153 82 24 151 0 525 Volumes 0 0 0 396 4 1313 0 2568 1121 522 2277 0 8201 Approach %#DIV/0!#DIV/0!#DIV/0!23.12 0.23 76.65 0.00 69.61 30.39 18.65 81.35 0.00 App/Depart 0 /0 1713 /1647 3689 /2964 2799 /3590 Peak Volumes 0 0 0 144 2 485 0 952 375 189 749 0 2896 Approach %#DIV/0!#DIV/0!#DIV/0!22.82 0.32 76.86 0.00 71.74 28.26 20.15 79.85 0.00 Pk Hr FACTOR:0.9918 PM Pk Hr at: I-5 SB Ramps 07/10/2014 Carlsbad Carlsbad Village Dr.THURSDAY 14-1221-042 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.87 0.96 0.95 500 0.00 0.90 0.86 0.86 830 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 8:15 AM to 9:15 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 4 5 6 Outside 7 Free-flow Lane Settings 101000120020 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 338 0 160 0 0 0 261 274 0 0 490 124 Adjusted Hourly Volume 338 0 160 0 0 0 261 274 0 0 614 0 Utilization Factor 0.19 0.00 0.09 0.00 0.00 0.00 0.15 0.07 0.00 0.00 0.15 0.00 Critical Factors 0.19 0.00 0.00 0.15 0.15 ICU Ratio = 0.59 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 : Thursday 124 Total Name : FDS 0 124 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 751 a s 1286 0 261 124 s t 535 274 490 614 t 0001048 ANorthA p 434 p p p r r 338 0 160 Carlsbad Village Drive 0 Subtotals 338 498 Total 836 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 9:15 AM 8:15 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) 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 4 5 6 Outside 7 Free-flow Lane Settings 10100012002 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 337 1 215 0 0 0 422 655 0 0 592 182 Adjusted Hourly Volume 338 0 215 0 0 0 422 655 0 0 774 0 Utilization Factor 0.19 0.00 0.12 0.00 0.00 0.00 0.23 0.16 0.00 0.00 0.19 0.00 Critical Factors 0.19 0.00 0.00 0.23 0.19 ICU Ratio = 0.71 LOS = C Turning Movements at Intersection of :I-5 Northbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 183 Total Name : FDS 0 183 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 1014 a s 2091 0 422 182 s t 1077 655 592 774 t 0001644 ANorthA p 870 p p p r r 337 1 215 Carlsbad Village Drive 0 Subtotals 337 553 Total 890 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/14 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 30 0 21 0 0 0 41 27 0 0 110 21 250 6:45 AM 31 0 20 0 0 0 48 38 0 0 91 32 260 7:00 AM 40 0 22 0 0 0 55 40 0 0 102 35 294 7:15 AM 44 0 27 0 0 0 61 48 0 0 126 40 346 7:30 AM 79 0 54 0 0 0 63 66 0 0 100 29 391 7:45 AM 45 0 32 0 0 0 59 44 0 0 115 28 323 8:00 AM 67 1 30 0 0 0 69 77 0 0 130 28 402 8:15 AM 85 0 44 0 0 0 78 58 0 0 125 33 423 8:30 AM 91 0 47 0 0 0 64 78 0 0 112 29 421 8:45 AM 73 0 36 0 0 0 57 64 0 0 114 26 370 9:00 AM 89 0 33 0 0 0 62 74 0 0 139 36 433 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 Volumes 674 1 366 0 0 0 657 614 0 0 1264 337 3913 Approach %64.75 0.10 35.16 #DIV/0!#DIV/0!#DIV/0!51.69 48.31 0.00 0.00 78.95 21.05 App/Depart 1041 /995 0 /0 1271 /980 1601 /1938 Peak Volumes 338 0 160 0 0 0 261 274 0 0 490 124 1647 Approach %67.87 0.00 32.13 #DIV/0!#DIV/0!#DIV/0!48.79 51.21 0.00 0.00 79.80 20.20 Pk Hr FACTOR:0.9509 AM Pk Hr at: PM 3:30 PM 85 0 41 0 0 0 97 140 0 0 124 36 523 3:45 PM 89 1 56 0 0 0 112 146 0 0 141 34 579 4:00 PM 94 1 51 0 0 0 122 129 0 0 139 41 577 4:15 PM 77 1 63 0 0 0 117 121 0 0 145 47 571 4:30 PM 82 0 72 0 0 0 114 128 0 0 138 37 571 4:45 PM 100 0 49 0 0 0 93 147 0 0 151 40 580 5:00 PM 89 0 64 0 0 0 119 163 0 0 159 50 644 5:15 PM 74 0 58 0 0 0 106 167 0 0 131 31 567 5:30 PM 85 0 38 0 0 0 97 173 0 0 159 47 599 5:45 PM 89 1 55 0 0 0 100 152 0 0 143 54 594 6:00 PM 98 0 42 0 0 0 108 168 0 0 144 31 591 6:15 PM 86 0 60 0 0 0 105 133 0 0 121 21 526 Volumes 1048 4 649 0 0 0 1290 1767 0 0 1695 469 6922 Approach %61.61 0.24 38.15 #DIV/0!#DIV/0!#DIV/0!42.20 57.80 0.00 0.00 78.33 21.67 App/Depart 1701 /1763 0 /0 3057 /2416 2164 /2743 Peak Volumes 337 1 215 0 0 0 422 655 0 0 592 182 2404 Approach %60.94 0.18 38.88 #DIV/0!#DIV/0!#DIV/0!39.18 60.82 0.00 0.00 76.49 23.51 Pk Hr FACTOR:0.9332 PM Pk Hr at: I-5 Northbound Ramps 07/10/2014 Carlsbad Carlsbad Village Dr.THURSDAY 14-1221-043 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.00 0.95 0.93 500 0.90 0.00 0.94 0.88 815 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:30 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 1 4 1 5 6 Outside 7 Free-flow Lane Settings 000201021220 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 0 766 1 287 0 288 50 317 326 0 Adjusted Hourly Volume 0 0 0 766 0 288 0 288 50 317 326 0 Utilization Factor 0.00 0.00 0.00 0.21 0.00 0.16 0.00 0.07 0.03 0.09 0.08 0.00 Critical Factors 0.00 0.00 0.21 0.07 0.09 ICU Ratio = 0.47 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 1820 Total Name : FDS 1054 766 Subtotals 0 Sub - 287 1 766 Sub - Totals totals totals Totals W E e 613 a s 951 0 00s t 338 288 326 643 t 50 317 0 1248 ANorthA p 605 p p p r r 000 Cannon Road 0 Subtotals 51 0 Total 51 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/14 8:30 AM 7:30 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 00020102122 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 0 346 7 174 0 572 87 414 436 0 Adjusted Hourly Volume 0 0 0 346 0 181 0 572 87 414 436 0 Utilization Factor 0.00 0.00 0.00 0.10 0.00 0.10 0.00 0.14 0.05 0.12 0.11 0.00 Critical Factors 0.00 0.10 0.14 0.12 ICU Ratio = 0.46 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 873 Total Name : FDS 527 346 Subtotals 0 Sub - 174 7 346 Sub - Totals totals totals Totals W E e 610 a s 1269 0 00s t 659 572 436 850 t 87 414 0 1836 ANorthA p 986 p p p r r 000 Cannon Road 0 Subtotals 94 0 Total 94 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/14 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:0 0 0 1.5 0.5 1 0 2 1 2 2 0 6:30 AM 0 0 0 103 0 54 0 66 9 58 39 0 329 6:45 AM 0 0 0 116 0 43 0 96 11 63 66 0 395 7:00 AM 0 0 0 129 0 88 0 80 10 99 50 0 456 7:15 AM 0 0 0 141 1 69 0 88 14 69 54 0 436 7:30 AM 0 0 0 160 0 75 0 75 16 75 75 0 476 7:45 AM 0 0 0 252 0 87 0 87 13 87 80 0 606 8:00 AM 0 0 0 180 0 65 0 60 11 80 85 0 481 8:15 AM 0 0 0 174 1 60 0 66 10 75 86 0 472 8:30 AM 0 0 0 180 0 54 0 85 14 74 66 0 473 8:45 AM 0 0 0 186 0 50 0 103 20 66 60 0 485 9:00 AM 0 0 0 171 0 45 0 87 14 54 65 0 436 9:15 AM 0 0 0 133 1 39 0 69 18 58 58 0 376 Volumes 0 0 0 1925 3 729 0 962 160 858 784 0 5421 Approach %#DIV/0!#DIV/0!#DIV/0!72.45 0.11 27.44 0.00 85.74 14.26 52.25 47.75 0.00 App/Depart 0 /0 2657 /1021 1122 /2887 1642 /1513 Peak Volumes 0 0 0 766 1 287 0 288 50 317 326 0 2035 Approach %#DIV/0!#DIV/0!#DIV/0!72.68 0.09 27.23 0.00 85.21 14.79 49.30 50.70 0.00 Pk Hr FACTOR:0.8395 AM Pk Hr at: PM 3:30 PM 0 0 0 83 5 32 0 128 16 101 71 0 436 3:45 PM 0 0 0 89 1 41 0 107 16 81 87 0 422 4:00 PM 0 0 0 107 1 30 0 135 23 106 92 0 494 4:15 PM 0 0 0 118 1 43 0 90 18 85 98 0 453 4:30 PM 0 0 0 75 7 39 0 145 25 102 99 0 492 4:45 PM 0 0 0 103 0 44 0 132 19 87 109 0 494 5:00 PM 0 0 0 72 0 40 0 157 22 110 101 0 502 5:15 PM 0 0 0 96 0 51 0 138 21 115 127 0 548 5:30 PM 0 0 0 102 0 43 0 120 13 78 117 0 473 5:45 PM 0 0 0 84 1 34 0 124 17 88 123 0 471 6:00 PM 0 0 0 60 2 31 0 101 15 89 102 0 400 6:15 PM 0 0 0 62 0 37 0 90 24 82 79 0 374 Volumes 0 0 0 1051 18 465 0 1467 229 1124 1205 0 5559 Approach %#DIV/0!#DIV/0!#DIV/0!68.51 1.17 30.31 0.00 86.50 13.50 48.26 51.74 0.00 App/Depart 0 /0 1534 /1371 1696 /2518 2329 /1670 Peak Volumes 0 0 0 346 7 174 0 572 87 414 436 0 2036 Approach %#DIV/0!#DIV/0!#DIV/0!65.65 1.33 33.02 0.00 86.80 13.20 48.71 51.29 0.00 Pk Hr FACTOR:0.9288 PM Pk Hr at: I-5 SB Ramps 07/16/2014 Carlsbad Cannon Rd. WEDNESDAY 14-1221-044 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.78 0.85 0.96 730 0.00 0.90 0.92 0.88 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:30 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 41 5 6 Outside 7 Free-flow Lane Settings 102000220021 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 84 0 351 0 0 0 103 944 0 0 516 156 Adjusted Hourly Volume 84 0 351 0 0 0 103 944 0 0 516 156 Utilization Factor 0.05 0.00 0.10 0.00 0.00 0.00 0.03 0.24 0.00 0.00 0.13 0.09 Critical Factors 0.10 0.00 0.24 0.00 ICU Ratio = 0.44 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 157 Total Name : FDS 0 157 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 618 a s 1665 1 103 156 s t 1047 944 516 672 t 0001967 ANorthA p 1295 p p p r r 84 0 351 Cannon Road 0 Subtotals 84 435 Total 519 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/14 8:30 AM 7:30 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) 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 4 1 5 6 Outside 7 Free-flow Lane Settings 10200022001 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 129 5 383 0 0 0 352 567 0 0 744 970 Adjusted Hourly Volume 134 0 383 0 0 0 352 567 0 0 571.3 1142.7 Utilization Factor 0.07 0.00 0.11 0.00 0.00 0.00 0.10 0.14 0.00 0.00 0.29 0.32 Critical Factors 0.11 0.00 0.10 0.32 ICU Ratio = 0.63 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 976 Total Name : FDS 0 976 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 1095 a s 2014 1 352 970 s t 919 567 744 1714 t 0002664 ANorthA p 950 p p p r r 129 5 383 Cannon Road 0 Subtotals 129 517 Total 646 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/14 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:0.5 0.5 2 0 0 0 2 2 0 0 1.5 1.5 6:30 AM 20 0 50 0 0 0 14 121 0 0 107 24 336 6:45 AM 21 0 64 0 0 0 19 215 0 0 117 29 465 7:00 AM 16 0 60 0 0 0 19 162 0 0 125 27 409 7:15 AM 10 0 68 0 0 0 22 182 0 0 112 26 420 7:30 AM 16 0 79 0 0 0 21 231 0 0 141 40 528 7:45 AM 30 0 105 0 0 0 22 338 0 0 132 39 666 8:00 AM 22 0 80 0 0 0 23 203 0 0 126 37 491 8:15 AM 16 0 87 0 0 0 37 172 0 0 117 40 469 8:30 AM 15 0 103 0 0 0 24 190 0 0 142 43 517 8:45 AM 18 1 87 0 0 0 38 243 0 0 102 51 540 9:00 AM 13 0 72 0 0 0 28 229 0 0 129 62 533 9:15 AM 17 1 106 0 0 0 24 218 0 0 112 58 536 Volumes 214 2 961 0 0 0 291 2504 0 0 1462 476 5910 Approach %18.18 0.17 81.65 #DIV/0!#DIV/0!#DIV/0!10.41 89.59 0.00 0.00 75.44 24.56 App/Depart 1177 /769 0 /0 2795 /3465 1938 /1676 Peak Volumes 84 0 351 0 0 0 103 944 0 0 516 156 2154 Approach %19.31 0.00 80.69 #DIV/0!#DIV/0!#DIV/0!9.84 90.16 0.00 0.00 76.79 23.21 Pk Hr FACTOR:0.8086 AM Pk Hr at: PM 3:30 PM 9 0 55 0 0 0 78 120 0 0 121 218 601 3:45 PM 18 1 72 0 0 0 56 161 0 0 153 181 642 4:00 PM 33 1 79 0 0 0 70 140 0 0 160 205 688 4:15 PM 31 4 98 0 0 0 47 160 0 0 164 217 721 4:30 PM 27 3 78 0 0 0 86 135 0 0 141 235 705 4:45 PM 30 6 91 0 0 0 55 138 0 0 175 210 705 5:00 PM 20 0 90 0 0 0 119 124 0 0 193 286 832 5:15 PM 38 2 98 0 0 0 96 140 0 0 209 246 829 5:30 PM 32 2 91 0 0 0 67 158 0 0 171 242 763 5:45 PM 39 1 104 0 0 0 70 145 0 0 171 196 726 6:00 PM 27 0 94 0 0 0 54 115 0 0 169 221 680 6:15 PM 27 0 92 0 0 0 60 105 0 0 141 176 601 Volumes 331 20 1042 0 0 0 858 1641 0 0 1968 2633 8493 Approach %23.76 1.44 74.80 #DIV/0!#DIV/0!#DIV/0!34.33 65.67 0.00 0.00 42.77 57.23 App/Depart 1393 /3511 0 /0 2499 /2683 4601 /2299 Peak Volumes 129 5 383 0 0 0 352 567 0 0 744 970 3150 Approach %24.95 0.97 74.08 #DIV/0!#DIV/0!#DIV/0!38.30 61.70 0.00 0.00 43.41 56.59 Pk Hr FACTOR:0.9465 PM Pk Hr at: I-5 NB Ramps 07/16/2014 Carlsbad Cannon Rd. WEDNESDAY 14-1221-045 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.81 0.00 0.73 0.93 730 0.90 0.00 0.95 0.89 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 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 urations 3 1 1 1 4 5 6 Outside 7 Free-flow 1 Lane Settings 000201030021 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 0 920 0 333 0 386 67 0 506 219 Adjusted Hourly Volume 0 0 0 920 0 333 0 453 0 0 506 0 Utilization Factor 0.00 0.00 0.00 0.26 0.00 0.19 0.00 0.08 0.00 0.00 0.13 0.00 Critical Factors 0.00 0.00 0.26 0.00 0.13 ICU Ratio = 0.49 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 2392 Total Name : FDS 1253 1139 Subtotals 0 Sub - 333 0 920 Sub - Totals totals totals Totals W E e 839 a s 1292 0 0 219 s t 453 386 506 725 t 67 0 0 1111 ANorthA p 386 p p p r r 000 Palomar Airport Road 0 Subtotals 67 0 Total 67 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 8:30 AM 7:30 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) 4:00 PM to 5:00 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 1 1 1 4 5 6 Outside 7 Free-flow 1 Lane Settings 00020103002 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 0 581 0 323 0 733 230 0 746 957 Adjusted Hourly Volume 0 0 0 581 0 323 0 963 0 0 746 0 Utilization Factor 0.00 0.00 0.00 0.16 0.00 0.18 0.00 0.16 0.00 0.00 0.19 0.00 Critical Factors 0.00 0.18 0.00 0.19 ICU Ratio = 0.47 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 2442 Total Name : FDS 904 1538 Subtotals 0 Sub - 323 0 581 Sub - Totals totals totals Totals W E e 1069 a s 2032 0 0 957 s t 963 733 746 1703 t 230 0 0 2436 ANorthA p 733 p p p r r 000 Palomar Airport Road 0 Subtotals 230 0 Total 230 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 5:00 PM 4:00 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:0 0 0 2 0 1 0 3 0 0 2 0 6:30 AM 0 0 0 120 0 40 0 50 10 0 79 65 364 6:45 AM 0 0 0 137 0 65 0 56 22 0 92 58 430 7:00 AM 0 0 0 124 0 68 0 60 16 0 102 57 427 7:15 AM 0 0 0 159 0 58 0 81 14 0 119 77 508 7:30 AM 0 0 0 255 0 91 0 94 14 0 138 70 662 7:45 AM 0 0 0 234 0 105 0 105 16 0 136 45 641 8:00 AM 0 0 0 232 0 65 0 90 14 0 109 50 560 8:15 AM 0 0 0 199 0 72 0 97 23 0 123 54 568 8:30 AM 0 0 0 199 0 61 0 95 20 0 115 75 565 8:45 AM 0 0 0 221 0 76 0 102 23 0 145 50 617 9:00 AM 0 0 0 196 0 34 0 112 18 0 137 59 556 9:15 AM 0 0 0 193 0 54 0 101 31 0 126 63 568 Volumes 0 0 0 2269 0 789 0 1043 221 0 1421 723 6466 Approach %#DIV/0!#DIV/0!#DIV/0!74.20 0.00 25.80 0.00 82.52 17.48 0.00 66.28 33.72 App/Depart 0 /723 3058 /221 1264 /3312 2144 /2210 Peak Volumes 0 0 0 920 0 333 0 386 67 0 506 219 2431 Approach %#DIV/0!#DIV/0!#DIV/0!73.42 0.00 26.58 0.00 85.21 14.79 0.00 69.79 30.21 Pk Hr FACTOR:0.9181 AM Pk Hr at: PM 3:30 PM 0 0 0 137 0 38 0 152 49 0 209 228 813 3:45 PM 0 0 0 152 0 58 0 147 38 0 218 241 854 4:00 PM 0 0 0 154 0 93 0 158 61 0 194 236 896 4:15 PM 0 0 0 154 0 78 0 173 53 0 194 233 885 4:30 PM 0 0 0 131 0 77 0 220 60 0 181 230 899 4:45 PM 0 0 0 142 0 75 0 182 56 0 177 258 890 5:00 PM 0 0 0 139 0 50 0 182 51 0 193 244 859 5:15 PM 0 0 0 136 0 58 0 138 39 0 220 241 832 5:30 PM 0 0 0 148 0 54 0 185 50 0 236 200 873 5:45 PM 0 0 0 148 0 41 0 150 36 0 156 214 745 6:00 PM 0 0 0 137 0 49 0 144 40 0 153 244 767 6:15 PM 0 0 0 126 0 43 0 141 36 0 139 252 737 Volumes 0 0 0 1704 0 714 0 1972 569 0 2270 2821 10050 Approach %#DIV/0!#DIV/0!#DIV/0!70.47 0.00 29.53 0.00 77.61 22.39 0.00 44.59 55.41 App/Depart 0 /2821 2418 /569 2541 /3676 5091 /2984 Peak Volumes 0 0 0 581 0 323 0 733 230 0 746 957 3570 Approach %#DIV/0!#DIV/0!#DIV/0!64.27 0.00 35.73 0.00 76.12 23.88 0.00 43.81 56.19 Pk Hr FACTOR:0.9928 PM Pk Hr at: I-5 SB Ramps 07/17/2014 Carlsbad Palomar Airport Rd. THURSDAY 14-1221-046 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.91 0.94 0.87 730 0.00 0.91 0.86 0.98 400 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 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 1 Config - (left) 2 1 1 1 urations 3 1 1 1 411 5 1 6 Outside 7 Free-flow Lane Settings 102000130032 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 160 3 1263 0 0 0 122 1150 0 0 617 484 Adjusted Hourly Volume 163 0 1263 0 0 0 122 1150 0 0 617 484 Utilization Factor 0.09 0.00 0.35 0.00 0.00 0.00 0.07 0.19 0.00 0.00 0.10 0.13 Critical Factors 0.35 0.00 0.07 0.13 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 488 Total Name : FDS 0 488 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 738 a s 2010 1 122 484 s t 1272 1150 617 1101 t 0003514 ANorthA p 2413 p p p r r 160 3 1263 Palomar Airport Road 0 Subtotals 160 1426 Total 1586 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 9:15 AM 8:15 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 10200013003 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 109 0 576 0 0 0 235 1059 0 0 1685 946 Adjusted Hourly Volume 109 0 576 0 0 0 235 1059 0 0 1685 946 Utilization Factor 0.06 0.00 0.16 0.00 0.00 0.00 0.13 0.18 0.00 0.00 0.28 0.26 Critical Factors 0.16 0.00 0.13 0.28 ICU Ratio = 0.67 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 951 Total Name : FDS 0 951 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 1915 a s 3209 5 235 946 s t 1294 1059 1685 2631 t 0004266 ANorthA p 1635 p p p r r 109 0 576 Palomar Airport Road 0 Subtotals 109 685 Total 794 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/14 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:0.5 0.5 2 0 0 0 1 3 0 0 3 2 6:30 AM 21 0 214 0 0 0 8 154 0 0 125 63 585 6:45 AM 31 0 280 0 0 0 10 171 0 0 137 87 716 7:00 AM 14 0 257 0 0 0 30 145 0 0 137 81 664 7:15 AM 35 0 330 0 0 0 16 243 0 0 147 103 874 7:30 AM 35 0 353 0 0 0 27 284 0 0 170 94 963 7:45 AM 29 0 337 0 0 0 21 376 0 0 145 104 1012 8:00 AM 32 0 301 0 0 0 23 277 0 0 153 111 897 8:15 AM 33 0 315 0 0 0 27 298 0 0 133 99 905 8:30 AM 40 0 336 0 0 0 25 268 0 0 149 126 944 8:45 AM 47 0 337 0 0 0 31 312 0 0 165 129 1021 9:00 AM 40 3 275 0 0 0 39 272 0 0 170 130 929 9:15 AM 35 2 230 0 0 0 26 273 0 0 189 130 885 Volumes 392 5 3565 0 0 0 283 3073 0 0 1820 1257 10395 Approach %9.89 0.13 89.98 #DIV/0!#DIV/0!#DIV/0!8.43 91.57 0.00 0.00 59.15 40.85 App/Depart 3962 /1545 0 /0 3356 /6638 3077 /2212 Peak Volumes 160 3 1263 0 0 0 122 1150 0 0 617 484 3799 Approach %11.22 0.21 88.57 #DIV/0!#DIV/0!#DIV/0!9.59 90.41 0.00 0.00 56.04 43.96 Pk Hr FACTOR:0.9302 AM Pk Hr at: PM 3:30 PM 37 0 146 0 0 0 41 224 0 0 359 207 1014 3:45 PM 23 0 147 0 0 0 59 268 0 0 405 210 1112 4:00 PM 20 0 150 0 0 0 61 237 0 0 392 221 1081 4:15 PM 23 0 154 0 0 0 53 260 0 0 360 222 1072 4:30 PM 20 0 140 0 0 0 43 260 0 0 377 218 1058 4:45 PM 25 0 151 0 0 0 50 267 0 0 401 220 1114 5:00 PM 32 0 165 0 0 0 71 262 0 0 393 260 1183 5:15 PM 28 0 146 0 0 0 60 269 0 0 431 250 1184 5:30 PM 24 0 114 0 0 0 54 261 0 0 460 216 1129 5:45 PM 32 0 132 0 0 0 50 250 0 0 433 187 1084 6:00 PM 21 0 131 0 0 0 60 256 0 0 397 200 1065 6:15 PM 26 0 144 0 0 0 41 227 0 0 408 188 1034 Volumes 311 0 1720 0 0 0 643 3041 0 0 4816 2599 13130 Approach %15.31 0.00 84.69 #DIV/0!#DIV/0!#DIV/0!17.45 82.55 0.00 0.00 64.95 35.05 App/Depart 2031 /3242 0 /0 3684 /4761 7415 /5127 Peak Volumes 109 0 576 0 0 0 235 1059 0 0 1685 946 4610 Approach %15.91 0.00 84.09 #DIV/0!#DIV/0!#DIV/0!18.16 81.84 0.00 0.00 64.04 35.96 Pk Hr FACTOR:0.9734 PM Pk Hr at: I-5 NB Ramps 07/17/2014 Carlsbad Palomar Airport Rd. THURSDAY 14-1221-047 -- all move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.00 0.93 0.92 815 0.87 0.00 0.97 0.97 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 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 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 000201020220 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 0 488 5 299 0 491 107 630 454 0 Adjusted Hourly Volume 0 0 0 493 0 299 0 598 0 630 454 0 Utilization Factor 0.00 0.00 0.00 0.14 0.00 0.17 0.00 0.15 0.00 0.18 0.11 0.00 Critical Factors 0.00 0.17 0.15 0.18 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 1280 Total Name : FDS 792 488 Subtotals 0 Sub - 299 5 488 Sub - Totals totals totals Totals W E e 753 a s 1351 0 00s t 598 491 454 1084 t 107 630 0 2205 ANorthA p 1121 p p p r r 000 La Costa Avenue 0 Subtotals 112 0 Total 112 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/14 8:45 AM 7:45 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 00020102022 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 0 522 3 190 0 610 84 584 540 0 Adjusted Hourly Volume 0 0 0 525 0 190 0 694 0 584 540 0 Utilization Factor 0.00 0.00 0.00 0.15 0.00 0.11 0.00 0.17 0.00 0.16 0.14 0.00 Critical Factors 0.00 0.00 0.15 0.17 0.16 ICU Ratio = 0.58 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 1237 Total Name : FDS 715 522 Subtotals 0 Sub - 190 3 522 Sub - Totals totals totals Totals W E e 730 a s 1424 0 00s t 694 610 540 1124 t 84 584 0 2318 ANorthA p 1194 p p p r r 000 La Costa Avenue 0 Subtotals 87 0 Total 87 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/14 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:0001.50.51020220 6:30 AM 0 0 0 53 0 29 0 52 42 166 104 0 446 6:45 AM 0 0 0 80 1 43 0 65 28 141 75 0 433 7:00 AM 0 0 0 67 0 45 0 73 29 202 73 0 489 7:15 AM 0 0 0 82 1 28 0 79 27 192 80 0 489 7:30 AM 0 0 0 91 1 74 0 116 28 149 100 0 559 7:45 AM 0 0 0 126 2 73 0 122 29 167 127 0 646 8:00 AM 0 0 0 112 0 81 0 103 32 164 101 0 593 8:15 AM 0 0 0 126 1 72 0 134 25 151 121 0 630 8:30 AM 0 0 0 124 2 73 0 132 21 148 105 0 605 8:45 AM 0 0 0 108 0 63 0 178 27 134 125 0 635 9:00 AM 0 0 0 96 2 68 0 148 19 141 117 0 591 9:15 AM 0 0 0 89 0 67 0 114 33 176 97 0 576 Volumes 0 0 0 1154 10 716 0 1316 340 1931 1225 0 6692 Approach %#DIV/0! #DIV/0! #DIV/0! 61.38 0.53 38.09 0.00 79.47 20.53 61.19 38.81 0.00 App/Depart 0 / 0 1880 / 2281 1656 / 2470 3156 / 1941 Peak Volumes 0 0 0 488 5 299 0 491 107 630 454 0 2474 Approach %#DIV/0! #DIV/0! #DIV/0! 61.62 0.63 37.75 0.00 82.11 17.89 58.12 41.88 0.00 Pk Hr FACTOR:0.9574 AM Pk Hr at: PM 3:30 PM 0 0 0 85 3 35 0 166 34 152 132 0 607 3:45 PM 0 0 0 87 3 42 0 155 30 131 110 0 558 4:00 PM 0 0 0 108 3 33 0 154 32 105 128 0 563 4:15 PM 0 0 0 92 1 31 0 163 35 164 140 0 626 4:30 PM 0 0 0 90 2 46 0 148 24 123 132 0 565 4:45 PM 0 0 0 105 2 53 0 150 20 132 114 0 576 5:00 PM 0 0 0 117 2 40 0 156 25 126 116 0 582 5:15 PM 0 0 0 133 1 47 0 141 21 154 139 0 636 5:30 PM 0 0 0 135 0 45 0 167 24 152 148 0 671 5:45 PM 0 0 0 137 0 58 0 146 14 152 137 0 644 6:00 PM 0 0 0 82 0 46 0 140 27 140 132 0 567 6:15 PM 0 0 0 96 1 38 0 134 21 113 107 0 510 Volumes 0 0 0 1267 18 514 0 1820 307 1644 1535 0 7105 Approach %#DIV/0! #DIV/0! #DIV/0! 70.43 1.00 28.57 0.00 85.57 14.43 51.71 48.29 0.00 App/Depart 0 / 0 1799 / 1969 2127 / 3087 3179 / 2049 Peak Volumes 0 0 0 522 3 190 0 610 84 584 540 0 2533 Approach %#DIV/0! #DIV/0! #DIV/0! 73.01 0.42 26.57 0.00 87.90 12.10 51.96 48.04 0.00 Pk Hr FACTOR:0.9437 PM Pk Hr at: I-5 SB Ramps 07/31/2014 Carlsbad La Costa Ave. THURSDAY 14-1221-048 --All Move NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.99 0.94 0.92 745 0.00 0.92 0.91 0.94 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014  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) 7:30 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 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 102000120121 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 75 0 607 0 0 0 195 704 0 0 1000 475 Adjusted Hourly Volume 75 0 607 0 0 0 195 704 0 0 1000 475 Utilization Factor 0.04 0.00 0.17 0.00 0.00 0.00 0.11 0.18 0.00 0.00 0.25 0.26 Critical Factors 0.17 0.00 0.11 0.26 ICU Ratio = 0.64 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 476 Total Name : FDS 0 476 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 1194 a s 2093 1 195 475 s t 899 704 1000 1475 t 0002786 ANorthA p 1311 p p p r r 75 0 607 La Costa Avenue 0 Subtotals 75 682 Total 757 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/14 8:30 AM 7:30 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) 5:15 PM to 6:15 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 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 10200012012 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 135 1 728 0 0 0 158 971 0 0 1076 455 Adjusted Hourly Volume 136 0 728 0 0 0 158 971 0 0 1076 455 Utilization Factor 0.08 0.00 0.20 0.00 0.00 0.00 0.09 0.24 0.00 0.00 0.27 0.25 Critical Factors 0.20 0.00 0.09 0.27 ICU Ratio = 0.66 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 456 Total Name : FDS 0 456 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 1234 a s 2363 0 158 455 s t 1129 971 1076 1531 t 0003230 ANorthA p 1699 p p p r r 135 1 728 La Costa Avenue 0 Subtotals 135 864 Total 999 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/14 6:15 PM 5:15 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:0.50.52000120031 6:30 AM 6 0 116 0 0 0 26 66 0 0 263 46 523 6:45 AM 11 0 120 0 0 0 32 111 0 0 203 78 555 7:00 AM 14 0 116 0 0 0 30 102 0 0 268 93 623 7:15 AM 17 1 141 0 0 0 36 125 0 0 264 81 665 7:30 AM 15 0 150 0 0 0 49 163 0 0 232 118 727 7:45 AM 18 0 164 0 0 0 51 189 0 0 285 128 835 8:00 AM 20 0 129 0 0 0 37 165 0 0 247 110 708 8:15 AM 22 0 164 0 0 0 58 187 0 0 236 119 786 8:30 AM 14 0 115 0 0 0 41 173 0 0 245 122 710 8:45 AM 24 1 112 0 0 0 80 259 0 0 237 112 825 9:00 AM 26 0 126 0 0 0 66 174 0 0 228 96 716 9:15 AM 23 0 126 0 0 0 55 164 0 0 250 102 720 Volumes 210 2 1579 0 0 0 561 1878 0 0 2958 1205 8393 Approach %11.73 0.11 88.16 #DIV/0! #DIV/0! #DIV/0! 23.00 77.00 0.00 0.00 71.05 28.95 App/Depart 1791 / 1768 0 / 0 2439 / 3457 4163 / 3168 Peak Volumes 75 0 607 0 0 0 195 704 0 0 1000 475 3056 Approach %11.00 0.00 89.00 #DIV/0! #DIV/0! #DIV/0! 21.69 78.31 0.00 0.00 67.80 32.20 Pk Hr FACTOR:0.915 AM Pk Hr at: PM 3:30 PM 36 3 148 0 0 0 58 191 0 0 233 134 803 3:45 PM 22 0 134 0 0 0 46 201 0 0 216 98 717 4:00 PM 37 0 150 0 0 0 56 222 0 0 201 105 771 4:15 PM 23 0 148 0 0 0 35 223 0 0 286 126 841 4:30 PM 26 1 145 0 0 0 49 210 0 0 237 92 760 4:45 PM 25 0 198 0 0 0 47 219 0 0 222 108 819 5:00 PM 26 0 165 0 0 0 42 242 0 0 227 100 802 5:15 PM 35 0 175 0 0 0 43 243 0 0 294 124 914 5:30 PM 29 0 176 0 0 0 39 269 0 0 271 122 906 5:45 PM 33 1 190 0 0 0 42 258 0 0 274 91 889 6:00 PM 38 0 187 0 0 0 34 201 0 0 237 118 815 6:15 PM 30 1 200 0 0 0 37 197 0 0 218 107 790 Volumes 360 6 2016 0 0 0 528 2676 0 0 2916 1325 9827 Approach %15.11 0.25 84.63 #DIV/0! #DIV/0! #DIV/0! 16.48 83.52 0.00 0.00 68.76 31.24 App/Depart 2382 / 1859 0 / 0 3204 / 4692 4241 / 3276 Peak Volumes 135 1 728 0 0 0 158 971 0 0 1076 455 3524 Approach %15.63 0.12 84.26 #DIV/0! #DIV/0! #DIV/0! 13.99 86.01 0.00 0.00 70.28 29.72 Pk Hr FACTOR:0.9639 PM Pk Hr at: 0.96 0.00 0.92 0.92 515 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.92 0.00 0.92 0.89 730 I-5 NB Ramps 07/31/2014 Carlsbad La Costa Ave. THURSDAY 14-1221-049--All Move 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 9, 2014), and also on a weekend (Saturday, July 12, 2014) 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 2014 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 2014   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 0 0 5 0 00:15 12:15 3 1 8 0 00:30 12:30 1 2 10 5 00:45 12:45 0 4 0 3 10 33 0 5 45 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 1 0 1 04:30 16:30 0 1 2 0 04:45 16:45 1 1 1 3 7 13 0 1 18 05:00 17:00 3 0 4 0 05:15 17:15 0 0 2 0 05:30 17:30 0 0 7 0 05:45 17:45 4 7 0 0 6 19 0 0 26 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 0 2 0 19:00 07:15 0 0 1 0 19:15 07:30 0 1 5 0 19:30 07:45 1 4 1 2 8 16 0 0 22 19:45 08:00 1 1 9 0 20:00 08:15 0 0 38 0 20:15 08:30 0 0 8 0 20:30 08:45 0 1 1 2 4 59 0 0 62 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 4 1 23:00 11:15 0 0 8 1 23:15 11:30 2 0 6 1 23:30 11:45 0 3 0 0 8 26 1 4 33 23:45 Total Vol.8 4 101 4 117 12 6 65 6 89 NB SB NB SB Combined 20 10 166 10 206 Split %6.8%3.4%86.3%3.4%56.8%13.5%6.7%73.0%6.7%43.2% Peak Hour 11:30 07:15 07:45 11:45 07:45 17:00 12:00 12:00 12:00 12:00 Volume 5 3 63 6 67 7 3 33 5 45 P.H.F.0.42 0.75 0.41 0.30 0.44 0.44 0.38 0.83 0.25 0.63 Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 14-1221-001 PEDESTRIANS ONLY Project#Wednesday, July 09, 2014 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 1 0 10 00:15 12:15 0 0 0 14 00:30 12:30 0 0 0 10 00:45 12:45 1 1 1 2 0 0 3 37 40 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 1 0 7 04:15 16:15 1 0 2 4 04:30 16:30 0 2 0 3 04:45 16:45 0 2 0 3 2 4 1 15 24 05:00 17:00 0 1 0 4 05:15 17:15 2 0 0 4 05:30 17:30 0 4 0 4 05:45 17:45 0 2 0 5 0 0 6 18 25 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 2 0 4 19:00 07:15 0 0 0 4 19:15 07:30 1 1 0 6 19:30 07:45 0 2 0 3 0 0 5 19 24 19:45 08:00 0 0 1 10 20:00 08:15 2 1 0 6 20:15 08:30 1 0 0 4 20:30 08:45 1 4 3 4 1 2 10 30 40 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 0 0 0 10 23:00 11:15 0 0 0 5 23:15 11:30 0 0 0 2 23:30 11:45 0 0 0 0 0 0 10 27 27 23:45 Total Vol.6 7 2 76 91 5 10 4 70 89 NB SB NB SB Combined 11 17 6 146 180 Split %6.6%7.7%2.2%83.5%50.6%5.6%11.2%4.5%78.7%49.4% Peak Hour 08:00 08:00 08:00 11:45 11:45 15:30 16:45 16:00 12:00 12:00 Volume 4 4 2 44 45 2 5 4 37 40 P.H.F.0.50 0.33 0.50 0.79 0.80 0.50 0.31 0.50 0.66 0.71 Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 14-1221-001 PEDESTRIANS ONLY Project#Wednesday, July 09, 2014 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIAN - BICYCLES AM 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 0 0 23 1 00:15 12:15 0 0 11 0 00:30 12:30 3 0 7 0 00:45 12:45 0 3 0 0 10 51 1 2 56 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 6 0 04:15 16:15 0 5 6 0 04:30 16:30 0 0 12 0 04:45 16:45 0 0 2 8 7 31 0 0 39 05:00 17:00 0 0 6 0 05:15 17:15 1 0 4 0 05:30 17:30 0 1 5 0 05:45 17:45 1 2 0 1 8 23 0 0 26 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 0 0 0 19:00 07:15 5 2 17 1 19:15 07:30 0 0 8 0 19:30 07:45 0 6 1 3 9 34 0 1 44 19:45 08:00 2 1 29 0 20:00 08:15 1 0 19 0 20:15 08:30 2 0 39 0 20:30 08:45 0 5 1 2 73 160 0 0 167 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 0 0 15 0 23:00 11:15 3 0 20 0 23:15 11:30 3 0 22 0 23:30 11:45 4 10 2 2 18 75 0 0 87 23:45 Total Vol.21 7 269 1 298 5 9 105 2 121 NB SB NB SB Combined 26 16 374 3 419 Split %7.0%2.3%90.3%0.3%71.1%4.1%7.4%86.8%1.7%28.9% Peak Hour 11:00 07:15 08:00 06:30 08:00 12:00 16:00 12:00 12:00 12:00 Volume 10 4 160 1 167 3 8 51 2 56 P.H.F.0.63 0.50 0.55 0.25 0.56 0.25 0.40 0.55 0.50 0.58 Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 14-1221-001 PEDESTRIANS ONLY Project#Saturday, July 12, 2014 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 0 0 47 00:15 12:15 0 1 0 26 00:30 12:30 1 0 0 24 00:45 12:45 0 1 3 4 0 0 4 101 106 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 2 7 04:15 16:15 2 0 0 10 04:30 16:30 1 1 0 18 04:45 16:45 0 3 1 3 3 5 4 39 50 05:00 17:00 0 0 1 3 05:15 17:15 0 0 1 9 05:30 17:30 0 0 0 6 05:45 17:45 0 0 0 0 0 2 6 24 26 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 3 0 3 19:00 07:15 0 1 1 6 19:15 07:30 0 3 0 6 19:30 07:45 1 1 1 8 0 1 29 44 54 19:45 08:00 2 3 0 19 20:00 08:15 2 2 0 10 20:15 08:30 9 3 0 31 20:30 08:45 1 14 6 14 0 0 43 103 131 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 0 0 0 11 23:00 11:15 3 0 3 27 23:15 11:30 0 3 3 30 23:30 11:45 0 3 0 3 0 6 21 89 101 23:45 Total Vol.18 25 7 236 286 4 7 7 164 182 NB SB NB SB Combined 22 32 14 400 468 Split %6.3%8.7%2.4%82.5%61.1%2.2%3.8%3.8%90.1%38.9% Peak Hour 07:45 08:00 10:45 11:15 11:15 15:45 12:00 16:00 12:00 12:00 Volume 14 14 6 125 137 3 4 5 101 106 P.H.F.0.39 0.58 0.50 0.66 0.73 0.38 0.33 0.42 0.54 0.56 Prepared by: Field Data Services of Arizona (520) 316-6745 Daily Totals 14-1221-001 PEDESTRIANS ONLY Project#Saturday, July 12, 2014 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIAN - BICYCLES AM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 25 8 11 0 00:15 12:15 7 14 6 0 00:30 12:30 12 7 4 0 00:45 12:45 10 54 10 39 4 25 0 0 118 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 6 4 0 0 04:15 16:15 2 10 3 0 04:30 16:30 11 8 6 0 04:45 16:45 7 26 1 23 2 11 2 2 62 05:00 17:00 8 8 4 0 05:15 17:15 3 8 3 0 05:30 17:30 8 4 7 0 05:45 17:45 11 30 4 24 8 22 0 0 76 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 7 3 2 0 19:00 07:15 11 6 3 0 19:15 07:30 5 7 7 0 19:30 07:45 5 28 8 24 13 25 1 1 78 19:45 08:00 20 6 24 0 20:00 08:15 5 5 6 0 20:15 08:30 10 12 8 0 20:30 08:45 11 46 16 39 2 40 0 0 125 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 13 6 0 23:00 11:15 13 13 9 0 23:15 11:30 5 7 6 0 23:30 11:45 7 38 7 40 3 24 0 0 102 23:45 Total Vol.112 103 89 1 305 110 86 58 2 256 NB SB NB SB Combined 222 189 147 3 561 Split %36.7%33.8%29.2%0.3%54.4%43.0%33.6%22.7%0.8%45.6% Peak Hour 11:45 11:00 07:45 07:00 08:00 12:00 12:00 12:00 16:00 12:00 Volume 51 40 51 1 125 54 39 25 2 118 P.H.F.0.51 0.77 0.53 0.25 0.63 0.54 0.70 0.57 0.25 0.67 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 09, 2014 PM Daily Totals 14-1221-002 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES 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 24 13 0 5 00:15 12:15 16 14 0 17 00:30 12:30 13 32 0 1 00:45 12:45 23 76 23 82 0 0 2 25 183 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 22 18 1 7 04:15 16:15 21 32 3 3 04:30 16:30 27 14 0 2 04:45 16:45 31 101 23 87 0 4 2 14 206 05:00 17:00 22 15 0 6 05:15 17:15 14 47 0 2 05:30 17:30 22 31 0 5 05:45 17:45 18 76 27 120 0 0 3 16 212 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 2 0 4 19:00 07:15 14 3 0 5 19:15 07:30 0 2 0 6 19:30 07:45 3 18 7 14 0 0 3 18 50 19:45 08:00 1 0 0 9 20:00 08:15 8 4 0 11 20:15 08:30 3 4 1 4 20:30 08:45 13 25 3 11 0 1 9 33 70 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 7 10 0 7 23:00 11:15 9 12 1 9 23:15 11:30 14 19 0 0 23:30 11:45 12 42 22 63 0 1 11 27 133 23:45 Total Vol.85 88 2 78 253 253 289 4 55 601 NB SB NB SB Combined 338 377 6 133 854 Split %33.6%34.8%0.8%30.8%29.6%42.1%48.1%0.7%9.2%70.4% Peak Hour 11:30 11:45 07:45 11:45 11:45 16:00 17:00 15:30 12:00 16:45 Volume 66 81 1 34 180 101 120 4 25 220 P.H.F.0.69 0.63 0.25 0.50 0.96 0.81 0.64 0.33 0.37 0.87 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 09, 2014 PM Daily Totals 14-1221-002 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 19 29 16 2 00:15 12:15 21 19 13 0 00:30 12:30 20 22 12 0 00:45 12:45 22 82 18 88 5 46 0 2 218 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 9 1 04:15 16:15 20 27 6 0 04:30 16:30 19 28 9 0 04:45 16:45 23 80 28 111 5 29 0 1 221 05:00 17:00 23 35 8 0 05:15 17:15 20 24 12 3 05:30 17:30 25 29 8 6 05:45 17:45 23 91 24 112 10 38 0 9 250 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 8 1 7 0 19:00 07:15 5 6 17 1 19:15 07:30 14 13 8 0 19:30 07:45 4 31 12 32 17 49 1 2 114 19:45 08:00 8 20 28 0 20:00 08:15 11 13 19 0 20:15 08:30 6 25 38 2 20:30 08:45 13 38 20 78 94 179 2 4 299 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 21 19 0 23:00 11:15 33 29 27 0 23:15 11:30 27 19 18 0 23:30 11:45 18 95 19 88 17 81 0 0 264 23:45 Total Vol.164 198 309 6 677 253 311 113 12 689 NB SB NB SB Combined 417 509 422 18 1366 Split %24.2%29.2%45.6%0.9%49.6%36.7%45.1%16.4%1.7%50.4% Peak Hour 11:15 11:15 08:00 08:00 08:00 16:45 16:15 12:00 16:45 17:00 Volume 97 96 179 4 299 91 118 46 9 250 P.H.F.0.73 0.83 0.48 0.50 0.58 0.91 0.84 0.72 0.38 0.92 Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 12, 2014 PM Daily Totals 14-1221-002 PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY 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 35 35 0 30 00:15 12:15 54 44 0 22 00:30 12:30 60 22 0 20 00:45 12:45 52 201 27 128 0 0 3 75 404 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 42 45 2 8 04:15 16:15 52 50 0 7 04:30 16:30 41 33 0 9 04:45 16:45 32 167 59 187 0 2 10 34 390 05:00 17:00 47 42 0 5 05:15 17:15 52 54 0 5 05:30 17:30 50 34 4 5 05:45 17:45 71 220 55 185 2 6 3 18 429 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 5 5 1 11 19:00 07:15 2 1 0 9 19:15 07:30 5 10 0 5 19:30 07:45 5 17 6 22 0 1 26 51 91 19:45 08:00 7 5 0 35 20:00 08:15 12 11 0 15 20:15 08:30 9 21 0 16 20:30 08:45 8 36 5 42 0 0 56 122 200 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 37 18 0 46 23:00 11:15 55 28 0 22 23:15 11:30 27 24 0 32 23:30 11:45 32 151 39 109 2 2 24 124 386 23:45 Total Vol.204 173 3 297 677 588 500 8 127 1223 NB SB NB SB Combined 792 673 11 424 1900 Split %30.1%25.6%0.4%43.9%35.6%48.1%40.9%0.7%10.4%64.4% Peak Hour 11:45 11:30 11:00 11:00 11:45 17:00 16:45 17:00 12:00 17:00 Volume 181 142 2 124 419 220 189 6 75 429 P.H.F.0.75 0.81 0.25 0.67 0.87 0.77 0.80 0.38 0.63 0.82 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 12, 2014 PM Daily Totals 14-1221-002 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 1 3 12 1 00:15 12:15 6 2 8 1 00:30 12:30 0 2 11 0 00:45 12:45 0 7 2 9 11 42 0 2 60 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 4 2 1 04:15 16:15 6 1 5 0 04:30 16:30 1 5 8 1 04:45 16:45 6 14 2 12 2 17 0 2 45 05:00 17:00 4 5 7 1 05:15 17:15 3 7 8 1 05:30 17:30 0 11 9 0 05:45 17:45 4 11 2 25 13 37 0 2 75 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 2 4 0 19:00 07:15 0 1 4 0 19:15 07:30 1 1 9 1 19:30 07:45 4 6 0 4 17 34 0 1 45 19:45 08:00 0 2 25 0 20:00 08:15 3 0 9 0 20:15 08:30 1 2 11 0 20:30 08:45 1 5 4 8 3 48 0 0 61 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 0 6 10 7 23:00 11:15 5 4 11 0 23:15 11:30 2 1 11 0 23:30 11:45 3 10 2 13 10 42 1 8 73 23:45 Total Vol.21 25 124 9 179 32 46 96 6 180 NB SB NB SB Combined 53 71 220 15 359 Split %11.7%14.0%69.3%5.0%49.9%17.8%25.6%53.3%3.3%50.1% Peak Hour 11:30 11:00 07:45 11:00 07:45 16:15 16:45 12:00 16:30 17:00 Volume 12 13 62 8 74 17 25 42 3 75 P.H.F.0.50 0.54 0.62 0.29 0.69 0.71 0.57 0.88 0.75 0.94 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY AM Wednesday, July 09, 2014 PM Daily Totals 14-1221-003 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 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 18 11 0 5 00:15 12:15 14 19 3 10 00:30 12:30 14 17 0 8 00:45 12:45 17 63 19 66 0 3 13 36 168 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 27 15 1 6 04:15 16:15 37 25 0 8 04:30 16:30 34 21 1 8 04:45 16:45 37 135 28 89 0 2 6 28 254 05:00 17:00 39 32 2 8 05:15 17:15 29 34 2 2 05:30 17:30 48 33 1 8 05:45 17:45 50 166 49 148 1 6 15 33 353 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 14 21 0 1 19:00 07:15 35 26 0 8 19:15 07:30 31 26 1 7 19:30 07:45 38 118 33 106 0 1 5 21 246 19:45 08:00 59 36 2 10 20:00 08:15 49 52 0 9 20:15 08:30 47 37 5 7 20:30 08:45 42 197 38 163 3 10 13 39 409 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 46 45 3 19 23:00 11:15 32 12 3 12 23:15 11:30 53 39 1 7 23:30 11:45 27 158 55 151 2 9 17 55 373 23:45 Total Vol.473 420 20 115 1028 364 303 11 97 775 NB SB NB SB Combined 837 723 31 212 1803 Split %46.0%40.9%1.9%11.2%57.0%47.0%39.1%1.4%12.5%43.0% Peak Hour 08:00 08:00 08:00 11:00 08:00 17:00 17:00 17:00 12:00 17:00 Volume 197 163 10 55 409 166 148 6 36 353 P.H.F.0.83 0.78 0.50 0.72 0.93 0.83 0.76 0.75 0.69 0.77 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY AM Wednesday, July 09, 2014 PM Daily Totals 14-1221-003 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 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 1 1 26 1 00:15 12:15 2 5 22 2 00:30 12:30 5 4 23 0 00:45 12:45 3 11 1 11 22 93 0 3 118 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 6 8 0 04:15 16:15 8 5 13 0 04:30 16:30 2 10 15 0 04:45 16:45 4 14 7 28 7 43 1 1 86 05:00 17:00 2 3 8 0 05:15 17:15 0 3 5 0 05:30 17:30 1 9 21 0 05:45 17:45 9 12 5 20 10 44 0 0 76 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 1 0 1 19:00 07:15 3 4 5 8 19:15 07:30 3 6 12 0 19:30 07:45 2 8 4 15 26 43 0 9 75 19:45 08:00 3 5 36 0 20:00 08:15 4 9 32 0 20:15 08:30 3 6 31 0 20:30 08:45 3 13 10 30 120 219 0 0 262 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 10 14 46 1 23:00 11:15 6 12 32 3 23:15 11:30 6 13 21 1 23:30 11:45 9 31 7 46 30 129 0 5 211 23:45 Total Vol.52 91 391 14 548 37 59 180 4 280 NB SB NB SB Combined 89 150 571 18 828 Split %9.5%16.6%71.4%2.6%66.2%13.2%21.1%64.3%1.4%33.8% Peak Hour 11:00 11:00 08:00 06:30 08:00 16:15 16:00 12:00 12:00 12:00 Volume 31 46 219 9 262 16 28 93 3 118 P.H.F.0.78 0.82 0.46 0.28 0.49 0.50 0.70 0.89 0.38 0.92 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY AM Saturday, July 12, 2014 PM Daily Totals 14-1221-003 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 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 18 25 1 48 00:15 12:15 41 31 6 42 00:30 12:30 41 31 0 40 00:45 12:45 24 124 36 123 1 8 15 145 400 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 22 31 0 16 04:15 16:15 19 33 1 17 04:30 16:30 14 17 3 7 04:45 16:45 26 81 22 103 3 7 10 50 241 05:00 17:00 27 45 6 15 05:15 17:15 28 21 0 10 05:30 17:30 25 35 1 12 05:45 17:45 44 124 41 142 0 7 2 39 312 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 12 16 0 0 19:00 07:15 38 50 9 7 19:15 07:30 36 30 0 5 19:30 07:45 42 128 31 127 1 10 11 23 288 19:45 08:00 40 50 1 57 20:00 08:15 48 55 2 27 20:15 08:30 41 54 9 38 20:30 08:45 44 173 43 202 2 14 41 163 552 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 54 63 4 44 23:00 11:15 30 46 6 35 23:15 11:30 44 31 7 34 23:30 11:45 31 159 41 181 0 17 18 131 488 23:45 Total Vol.460 510 41 317 1328 329 368 22 234 953 NB SB NB SB Combined 789 878 63 551 2281 Split %34.6%38.4%3.1%23.9%58.2%34.5%38.6%2.3%24.6%41.8% Peak Hour 08:00 08:00 10:45 08:00 08:00 12:00 17:00 16:15 12:00 12:00 Volume 173 202 17 163 552 124 142 13 145 400 P.H.F.0.90 0.92 0.61 0.71 0.93 0.76 0.79 0.54 0.76 0.83 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY AM Saturday, July 12, 2014 PM Daily Totals 14-1221-003 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 7 12 0 8 00:15 12:15 13 5 0 0 00:30 12:30 10 6 0 0 00:45 12:45 20 50 12 35 0 0 1 9 94 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 27 0 1 04:15 16:15 20 17 0 3 04:30 16:30 31 18 0 0 04:45 16:45 23 95 27 89 0 0 0 4 188 05:00 17:00 33 26 0 1 05:15 17:15 45 35 2 1 05:30 17:30 27 20 0 2 05:45 17:45 42 147 20 101 0 2 1 5 255 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 4 0 0 19:00 07:15 2 1 0 1 19:15 07:30 1 0 0 0 19:30 07:45 7 10 6 11 0 0 1 2 23 19:45 08:00 2 0 0 2 20:00 08:15 2 7 0 0 20:15 08:30 3 2 0 0 20:30 08:45 0 7 8 17 0 0 0 2 26 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 0 23:00 11:15 5 5 0 0 23:15 11:30 7 14 0 1 23:30 11:45 10 28 4 31 0 0 0 1 60 23:45 Total Vol.45 59 0 5 109 292 225 2 18 537 EB WB EB WB Combined 337 284 2 23 646 Split %41.3%54.1%0.0%4.6%16.9%54.4%41.9%0.4%3.4%83.1% Peak Hour 11:45 11:15 11:15 11:30 17:00 16:45 16:30 12:00 17:00 Volume 40 35 9 81 147 108 2 9 255 P.H.F.0.77 0.63 0.28 0.75 0.82 0.77 0.25 0.28 0.77 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY AM Wednesday, July 09, 2014 PM Daily Totals 14-1221-004 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 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 12 16 2 1 00:15 12:15 16 18 5 0 00:30 12:30 17 18 3 0 00:45 12:45 22 67 15 67 1 11 1 2 147 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 20 12 0 2 04:15 16:15 16 13 4 0 04:30 16:30 18 28 3 5 04:45 16:45 38 92 27 80 2 9 0 7 188 05:00 17:00 24 38 5 3 05:15 17:15 27 24 6 0 05:30 17:30 31 19 2 2 05:45 17:45 24 106 21 102 4 17 0 5 230 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 7 6 1 0 19:00 07:15 6 0 1 0 19:15 07:30 4 7 0 0 19:30 07:45 8 25 3 16 4 6 0 0 47 19:45 08:00 7 2 2 0 20:00 08:15 9 4 0 0 20:15 08:30 2 9 0 0 20:30 08:45 7 25 10 25 1 3 0 0 53 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 14 20 3 0 23:00 11:15 11 16 1 0 23:15 11:30 16 17 0 0 23:30 11:45 20 61 13 66 0 4 0 0 131 23:45 Total Vol.111 107 13 0 231 265 249 37 14 565 EB WB EB WB Combined 376 356 50 14 796 Split %48.1%46.3%5.6%0.0%29.0%46.9%44.1%6.5%2.5%71.0% Peak Hour 11:45 11:00 11:45 11:15 11:45 16:45 16:30 17:00 16:15 16:30 Volume 65 66 10 1 141 120 117 17 8 248 P.H.F.0.81 0.83 0.50 0.25 0.90 0.79 0.77 0.71 0.40 0.89 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY AM Wednesday, July 09, 2014 PM Daily Totals 14-1221-004 PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 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 13 25 0 3 00:15 12:15 11 35 0 1 00:30 12:30 19 17 0 6 00:45 12:45 9 52 34 111 0 0 1 11 174 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 26 33 0 1 04:15 16:15 13 14 0 2 04:30 16:30 18 35 0 7 04:45 16:45 17 74 14 96 0 0 0 10 180 05:00 17:00 20 13 0 2 05:15 17:15 31 23 0 2 05:30 17:30 20 15 0 2 05:45 17:45 23 94 30 81 0 0 2 8 183 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 3 0 0 19:00 07:15 0 2 0 0 19:15 07:30 0 2 0 1 19:30 07:45 0 0 2 9 0 0 1 2 11 19:45 08:00 1 7 0 2 20:00 08:15 4 5 0 1 20:15 08:30 1 12 0 15 20:30 08:45 4 10 10 34 0 0 5 23 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 37 8 0 1 23:00 11:15 12 13 0 5 23:15 11:30 14 36 1 3 23:30 11:45 15 78 26 83 0 1 0 9 171 23:45 Total Vol.88 126 1 34 249 220 288 0 29 537 EB WB EB WB Combined 308 414 1 63 786 Split %35.3%50.6%0.4%13.7%31.7%41.0%53.6%0.0%5.4%68.3% Peak Hour 11:00 11:30 10:45 08:00 11:30 17:00 12:00 12:00 17:00 Volume 78 122 1 23 183 94 111 11 183 P.H.F.0.53 0.85 0.25 0.38 0.85 0.76 0.79 0.46 0.82 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 12, 2014 PM Daily Totals 14-1221-004 PEDESTRIANS ONLY Project# 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 21 34 3 0 00:15 12:15 25 33 5 3 00:30 12:30 34 33 4 4 00:45 12:45 14 94 31 131 9 21 0 7 253 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 29 6 11 5 04:15 16:15 30 20 3 0 04:30 16:30 10 18 7 0 04:45 16:45 40 109 8 52 3 24 1 6 191 05:00 17:00 29 18 2 0 05:15 17:15 57 27 6 0 05:30 17:30 27 33 6 0 05:45 17:45 49 162 21 99 3 17 2 2 280 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 8 2 2 1 19:00 07:15 1 2 1 0 19:15 07:30 3 4 1 1 19:30 07:45 8 20 2 10 4 8 1 3 41 19:45 08:00 2 8 1 0 20:00 08:15 3 5 6 1 20:15 08:30 12 6 3 0 20:30 08:45 11 28 2 21 0 10 0 1 60 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 15 8 2 23:00 11:15 22 28 6 0 23:15 11:30 22 26 13 0 23:30 11:45 19 87 22 91 5 32 0 2 212 23:45 Total Vol.135 122 50 6 313 365 282 62 15 724 EB WB EB WB Combined 500 404 112 21 1037 Split %43.1%39.0%16.0%1.9%30.2%50.4%39.0%8.6%2.1%69.8% Peak Hour 11:45 11:45 11:00 11:45 11:45 17:00 12:00 16:00 12:00 17:00 Volume 99 122 32 7 245 162 131 24 7 280 P.H.F.0.73 0.90 0.62 0.44 0.82 0.71 0.96 0.55 0.44 0.78 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 12, 2014 PM Daily Totals 14-1221-004 PEDESTRIANS ONLY Project# BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2014   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 12 13 1 1 00:15 12:15 3 18 0 4 00:30 12:30 2 10 0 1 00:45 12:45 9 26 6 47 0 1 1 7 81 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 5 24 3 2 04:15 16:15 5 10 1 1 04:30 16:30 6 11 2 0 04:45 16:45 10 26 17 62 0 6 5 8 102 05:00 17:00 13 17 2 18 05:15 17:15 11 23 0 0 05:30 17:30 20 10 1 1 05:45 17:45 8 52 9 59 2 5 4 23 139 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 6 0 0 2 19:00 07:15 4 4 1 2 19:15 07:30 6 7 0 1 19:30 07:45 0 16 5 16 0 1 4 9 42 19:45 08:00 6 2 0 7 20:00 08:15 4 6 0 2 20:15 08:30 12 10 0 0 20:30 08:45 2 24 13 31 0 0 1 10 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 8 19 0 2 23:00 11:15 4 2 1 7 23:15 11:30 6 2 1 2 23:30 11:45 8 26 6 29 2 4 0 11 70 23:45 Total Vol.66 76 5 30 177 104 168 12 38 322 EB WB EB WB Combined 170 244 17 68 499 Split %37.3%42.9%2.8%16.9%35.5%32.3%52.2%3.7%11.8%64.5% Peak Hour 11:15 11:45 11:15 07:15 11:45 16:45 16:30 15:45 16:15 16:45 Volume 30 47 5 14 81 54 68 6 24 148 P.H.F.0.63 0.65 0.63 0.50 0.75 0.68 0.74 0.50 0.33 0.74 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 09, 2014 PM Daily Totals 14-1221-005 PEDESTRIANS 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 18 13 3 0 00:15 12:15 13 7 0 0 00:30 12:30 12 10 1 1 00:45 12:45 16 59 5 35 1 5 0 1 100 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 10 3 2 04:15 16:15 26 41 0 0 04:30 16:30 39 28 3 0 04:45 16:45 26 125 18 97 6 12 1 3 237 05:00 17:00 21 10 1 2 05:15 17:15 12 7 4 1 05:30 17:30 23 3 8 0 05:45 17:45 30 86 31 51 8 21 2 5 163 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 2 0 0 0 19:00 07:15 5 1 3 0 19:15 07:30 2 0 0 0 19:30 07:45 1 10 3 4 3 6 0 0 20 19:45 08:00 6 0 2 0 20:00 08:15 1 2 2 0 20:15 08:30 0 4 1 0 20:30 08:45 7 14 3 9 3 8 0 0 31 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 8 3 0 23:00 11:15 2 12 2 0 23:15 11:30 18 14 3 0 23:30 11:45 9 41 5 39 0 8 0 0 88 23:45 Total Vol.65 52 22 0 139 270 183 38 9 500 EB WB EB WB Combined 335 235 60 9 639 Split %46.8%37.4%15.8%0.0%21.8%54.0%36.6%7.6%1.8%78.2% Peak Hour 11:30 11:15 07:15 11:45 11:30 16:00 16:00 17:00 17:00 16:00 Volume 58 44 8 1 103 125 97 21 5 237 P.H.F.0.81 0.79 0.67 0.25 0.74 0.80 0.59 0.66 0.63 0.85 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 09, 2014 PM Daily Totals 14-1221-005 PEDESTRIANS 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 2 26 2 10 00:15 12:15 6 21 0 6 00:30 12:30 3 8 2 6 00:45 12:45 4 15 10 65 1 5 3 25 110 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 5 14 2 8 04:15 16:15 12 20 1 1 04:30 16:30 3 5 0 5 04:45 16:45 7 27 21 60 1 4 0 14 105 05:00 17:00 12 19 0 2 05:15 17:15 13 6 1 2 05:30 17:30 5 10 2 4 05:45 17:45 8 38 23 58 0 3 8 16 115 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 1 3 1 19:00 07:15 2 6 0 1 19:15 07:30 5 5 0 2 19:30 07:45 6 16 5 17 0 3 1 5 41 19:45 08:00 2 5 0 4 20:00 08:15 7 8 1 6 20:15 08:30 5 7 0 2 20:30 08:45 11 25 11 31 1 2 5 17 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 15 15 0 6 23:00 11:15 25 7 0 1 23:15 11:30 3 23 0 2 23:30 11:45 6 49 5 50 1 1 16 25 125 23:45 Total Vol.90 98 6 47 241 80 183 12 55 330 EB WB EB WB Combined 170 281 18 102 571 Split %37.3%40.7%2.5%19.5%42.2%24.2%55.5%3.6%16.7%57.8% Peak Hour 11:00 11:30 11:45 11:45 11:15 17:00 12:00 12:00 12:00 17:00 Volume 49 75 5 38 129 38 65 5 25 115 P.H.F.0.49 0.72 0.63 0.59 0.81 0.73 0.63 0.63 0.63 0.74 AM Saturday, July 12, 2014 PM Daily Totals 14-1221-005 PEDESTRIANS ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES 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 12 19 2 0 00:15 12:15 14 15 2 0 00:30 12:30 16 13 3 0 00:45 12:45 13 55 9 56 5 12 0 0 123 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 5 4 0 04:15 16:15 29 3 1 0 04:30 16:30 24 8 2 0 04:45 16:45 13 83 7 23 3 10 0 0 116 05:00 17:00 21 21 5 2 05:15 17:15 12 12 4 2 05:30 17:30 8 14 3 0 05:45 17:45 16 57 9 56 6 18 0 4 135 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 1 0 0 19:00 07:15 1 0 1 0 19:15 07:30 0 0 2 0 19:30 07:45 0 1 0 1 1 4 0 0 6 19:45 08:00 2 5 6 0 20:00 08:15 16 2 4 0 20:15 08:30 0 3 4 0 20:30 08:45 2 20 6 16 4 18 0 0 54 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 7 4 0 23:00 11:15 12 10 3 0 23:15 11:30 25 11 7 0 23:30 11:45 3 53 9 37 1 15 3 3 108 23:45 Total Vol.74 54 37 3 168 195 135 40 4 374 EB WB EB WB Combined 269 189 77 7 542 Split %44.0%32.1%22.0%1.8%31.0%52.1%36.1%10.7%1.1%69.0% Peak Hour 11:30 11:45 08:00 11:00 11:30 16:15 12:00 17:00 16:30 16:15 Volume 54 56 18 3 123 87 56 18 4 139 P.H.F.0.54 0.74 0.75 0.25 0.72 0.75 0.74 0.75 0.50 0.71 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 12, 2014 PM Daily Totals 14-1221-005 PEDESTRIANS ONLY