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Home My WebLink About; ; Traffic Monitoring Program; 2015-12-22 2015 TRAFFIC MONITORING PROGRAM City of Carlsbad Growth Management Plan FINAL REPORT: December 22, 2015 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 ................................................................ 21 5. Conclusions ................................................................................................................. 25 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 ............................................................ 19 3-3 PM Peak Hour – Intersection Levels of Service ............................................................ 20 4-1 Mid-Block Pedestrian and Bicycle Count Locations ...................................................... 22 List of Tables 2-1 Mid-Block Roadway Segments Levels of Service Analysis Summary ............................. 8 3-1 Intersection Capacity Utilization (ICU) Analysis Summary ............................................ 17 4-1 Summary of Mid-Block Pedestrian and Bicycle Counts ................................................. 23 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 27 years, the City of Carlsbad has monitored traffic patterns throughout the City. This 2015 Annual Report documents the results of the Growth Management Plan Traffic Monitoring Program for the identified forty-nine (49) key intersections and twenty-seven (27) key mid-block roadway segment locations. Similar analysis has been prepared annually from 1989 to 2014 during the summer months, which provides a basis for comparison. The City of Carlsbad is a coastal community located in Southern California, 35 miles north of San Diego, and the current population is approximately 111,000. Interstate 5 runs north and south near the western edge of Carlsbad and is a major commuter route carrying a significant amount of through traffic as the primary coastal route linking San Diego to Orange County and Los Angeles. The Carlsbad Circulation system includes the following arterials: El Camino Real, Palomar Airport Road, Rancho Santa Fe Road, Melrose Drive, College Boulevard, Aviara Parkway/Alga Road, La Costa Avenue, and Carlsbad Boulevard. The major roadways within the City of Carlsbad and the intersections and mid-block locations evaluated in this year’s Traffic Monitoring Program are shown in Figure 1-1. NOT TO SCALE 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 MountainView Dr 5 2015 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 2015 at requested mid-block roadway segment locations and intersections within the City of Carlsbad. For the first time since data collection efforts began in 1989 for the annual Traffic Monitoring Program, traffic counts were also collected in mid-September 2015 at three (3) mid-block locations and ten (10) intersections where school-related traffic is expected to have the greatest effect on traffic patterns and operations. The results of this data collection are provided in the appendix following this report. As mentioned previously, a total of twenty-seven (27) mid-block roadway segment count locations were identified by the City of Carlsbad. Average daily traffic (ADT) volume data was collected for a 48-hour period at each location. Michael Baker International coordinated the placement of the counters with City staff and later reviewed the ADT volumes to ensure accuracy and consistency with the prior year’s data. Roadway segment analyses were performed for the critical peak hours. The results of the mid-block roadway segment analysis for the 2015 count period are contained in Chapter 2. Although mid-block roadway segment operations are more critical in rural areas, in urban settings intersection operations are a more critical factor of roadway operations. Therefore, the City of Carlsbad identified forty-nine (49) key intersections to be analyzed. AM (6:30 to 9:30 AM) and PM (3:30 to 6:30 PM) peak period turn movement volumes were collected at each intersection. The data was reduced to the AM and PM peak hours to identify the peak turn movement volumes and approach delays. This data was then analyzed using the Intersection Capacity Utilization (ICU) method for signalized intersections. The results of the intersection data collection and analysis are provided in Chapter 3. This 2015 Annual Report of the City of Carlsbad’s Traffic Monitoring Program represents the fourth year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were selected by City staff where pedestrian and bicycle activities are among the highest in the City. The results of the mid-block pedestrian and bicycle data collection are contained in Chapter 4. Critical analysis findings and conclusions are provided in Chapter 5. Chapter 5 also includes operational issues, suggestions for potential improvements at critical locations, and recommendations for future traffic monitoring activities. 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 are shown in Figure 2-1. The roadway segment counts were collected using mechanical tube counters that were placed and monitored for two consecutive days (48- hours). From the 48-hour counts, the average daily traffic (ADT) volumes were determined, and these ADT volumes for the 2015 count period are summarized in Appendix A following this report. The City of Carlsbad uses a one-direction maximum capacity of 1,800 vehicles per lane, per hour, in the peak period. Mid-block roadway segment operations were determined based on the maximum one-direction lane volume to capacity ratio. The mid-block roadway segment Level of Service (LOS) ranges are based on the maximum one-direction lane volume to capacity ratios, which correlate as follows: 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 2015 mid-block roadway segment levels of service during the peak hour. Table 2-1 summarizes and compares the 2015 mid-block roadway segment analysis with data from 2011, 2012, 2013 and 2014. The results of the mid-block roadway segment analysis showed that all locations operate at LOS A or B based on the 2015 counts. No locations were identified as operating at LOS C, D, E or F. The City of Carlsbad considers LOS C or better acceptable for mid-block operations during the AM and PM peak hours. Peak hour operations at LOS D, E, or F are considered deficient. The results of the 2015 analysis show the following changes in traffic patterns along the City’s arterials from the previous year:  Palomar Airport Road: overall increase of 1%  El Camino Real: overall increase of less than 1%  Melrose Drive: increase of 9% (only one segment counted)  Carlsbad Boulevard: overall increase of 1%  La Costa Avenue: overall increase of 2.5%  Rancho Santa Fe Road: increase of 2% (only one segment counted)  Poinsettia Lane: increase of 4.5% (only one segment counted)  Tamarack Avenue: decrease of 3.5% (only one segment counted)  Cannon Road: overall increase of 2%  College Boulevard: overall increase of 1.5%  Alga Road: increase of 1% (only one segment counted) 5 The results of the 2015 counts show that there has been a slight overall increase in traffic from last year’s count program, with a total of sixteen (16) mid-block locations showing an increase in ADT. Citywide, the overall change in traffic volumes along the arterials included in the 2015 count program was an increase of one percent (1%) from the previous year. The increases in traffic from last year’s counts ranged from less than one percent (1%) to twenty percent (20%). The largest increases in ADT from last year’s counts occurred at the following mid-block locations:  Melrose Drive from Lionshead Avenue to Palomar Airport Road (#11): increase of 9%  Carlsbad Boulevard from Tamarack Avenue to Tierra Del Oro (#14): increase of 20% Out of the twenty-seven (27) mid-block locations that were analyzed in the previous year, eleven (11) locations experienced a decrease in ADT from the previous 2014 counts. The decreases ranged from less than one percent (1%) to six percent (6%), with an average decrease of three percent (3%) at these eleven locations. The largest decreases in ADT from last year’s counts occurred at the following mid-block locations:  Palomar Airport Road from Melrose Drive to Paseo Valindo (#4): decrease of 5%  Carlsbad Boulevard from Cannon Road to Cerezo Drive (#15): decrease of 6% As discussed on page 3 of this report, traffic counts were collected during mid-September 2015 at a total of three (3) mid-block locations to determine the potential changes in traffic while local schools are in session. The September counts were collected at the following three (3) mid- block locations:  El Camino Real, from Tamarack Avenue to Kelly Drive (#6);  Tamarack Avenue, from El Camino Real to La Portalada Drive (#22); and  Cannon Road, from Hilltop Street to College Boulevard (#24). Despite the additional traffic on these roadways from local schools, the September 2015 counts showed only a modest increase on El Camino Real from Tamarack Avenue to Kelly Drive (+3%), and decreases in traffic on the segments of Tamarack Avenue (-3.5%) and Cannon Road (-2.5%) where September counts were collected. There have been two roadway construction projects that may have contributed to some of the changes in ADT from the previous year’s count program. The first project is the Carlsbad Desalination Project, which is constructing a desalination plant and a 10-mile pipeline from the coast to the San Diego County Water Authority’s distribution system in San Marcos. Construction on the Carlsbad Desalination Project began in December 2012 and is expected to be completed in early 2016. Within the City of Carlsbad, most of the pipeline construction has been completed. However, at the time the counts were collected in Summer 2015, long-term lane closures were still in effect on Cannon Road from Grand Pacific Drive to Hemingway Drive, and on portions of Faraday Avenue between Cannon Road and Camino Hills Drive. 6 During the 2015 TMP count program, the pipeline construction resulted in lane closures and reduced capacity along the following roadway segments within the City of Carlsbad: Cannon Road from Grand Pacific Drive to Hemingway Drive Travel lanes reduced to one lane in each direction of travel from Grand Pacific Drive to Faraday Avenue, and reduced to one westbound lane and two eastbound lanes from Faraday Avenue to Hemingway Drive. Bike lanes closed, bikes must share roadway with vehicles. Faraday Avenue from Cannon Road to Camino Hills Drive Existing westbound lane closed for about three-quarters of a mile where roadway is divided by raised median, and one lane in each direction provided within the existing eastbound direction. The second project is the widening of El Camino Real between Chestnut Drive and Tamarack Avenue, which is a City-funded Capital Improvements Program project and is expected to be completed in early 2016. The segment of El Camino Real currently under construction between Chestnut Drive and Tamarack Avenue was reduced to two lanes without bike lanes in each direction of travel at the time the counts were collected. In addition, all four travel lanes are temporarily striped along the west half of the roadway while the construction occurs on the east half of the roadway. The third project is the widening of El Camino Real between Tamarack Avenue and Cannon Road, which is a developer-funded project that being constructed in conjunction with the development of the Robertson Ranch project. The construction on this segment of El Camino Real did not result in lane closures at the time the counts were collected. However, northbound El Camino Real between Kelly Drive and Tamarack Avenue was realigned to the west to match the realigned segment of El Camino Real north of Tamarack Avenue. The El Camino Real widening project between Tamarack Avenue and Cannon Road is also expected to be completed in 2016. Although these construction projects have implemented long-term lane closures along several roadway segments, overall daily traffic volumes in the vicinity of these projects do not appear to have changed significantly from the counts collected for last year’s TMP. Traffic may not be avoiding these construction areas due to a lack of alternate parallel routes, particularly on El Camino Real. Although the mid-block roadway segment analysis can accurately assess the capacity of the through lanes in one direction of travel, overall traffic conditions in urban and suburban settings are influenced more by the operations of major intersections. The results of the 2015 intersection level of service operations analysis are provided in Chapter 3 of this report. NOT TO SCALE O C E A N S I D E V I S T A E N C I N I T A S S A N M A R C O S E N C I N I T A S 78 C a n n o n RdColl ege Blvd El Cami no Real Melr o s e Dr A v i ar a Pkwy Po in s e ttia L an e Marron Rd C arlsb a d Villa ge Dr Pa seo De l Nort eT a m a ra c k A v e Tamarack Palomar Airport Rd Poinse tti a L a ne F araday Ave Faraday Ave Business P a r k DrLionshead Ave Av en i da Enci nasLa Costa Ave C a lle B arcelona Melrose Dr Ra n c ho Santa F e Rd Levante St Cadenci a St L a CostaSta t e St Ar mada Dr Batiquito s Dr Pi r aeus St Saxony Rd Monr oe St Har di n g St 5 5 Jefferson St Jefferson StPlaza Dr Tamarack Ave Kelly Dr Hilltop St Carl sba d Blvd Car lsbad Blvd La Costa Ave JacksparDr Aston Ave Rancho Carlsbad Dr Loker Ave (W.) YarrowDr Avenida Encinas Cassia Rd College BlvdEl FuerteSt Ali can te RdArenal Rd Costa DelMar Rd Romeria St Ca mi no JuniperoMeadows Dr San Elijo Rd Corintia St Alga Rd PaseoValindo San Marcos Blvd Olivenhain Rd RanchoS an t a Fe RdRancho S a n ta F e R dLa PortaladaDr Ave Leucadi a Blv d Garden Vie w Dr Calle Acervo Camino De Los Coches Alicante R d El Fuerte StCoast Hi ghway 101Car Country Dr Legoland Dr Cerezo Dr P A C I F I C O C E A N El Camino Real Breakwater Rd Mountain View Dr 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 2015 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 2011 Summer 2012 Summer 2013 Summer 2014 Summer 2015 (1)ADT Peak LOS (2)ADT Peak LOS (2)ADT Peak LOS (2)ADT Peak LOS (2)ADT Peak LOS (2)1 Palomar Airport Rd. Paseo Del Norte to Armada Dr. 48,249 A 48,626 A 52,555 A 52,779 A 55,501 A 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real 33,440 A 35,154 A 34,017 A 37,900 A 38,433 A 3 Palomar Airport Rd. El Camino Real to Loker Ave (W.) 45,902 A 52,786 A 48,560 A 50,651 A 50,445 A 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo 32,678 A 31,880 A 31,469 A 32,566 A 30,912 A 5 El Camino Real Plaza Dr to Marron Rd 27,806 A 29,245 A 29,355 A 30,288 A 30,056 A 6 El Camino Real Tamarack Ave. to Kelly Dr. 25,036 A 22,514 A 25,198 A 26,430 A 27,150 A 7 El Camino Real Jackspar Dr. to College Blvd. ---- ---- 32,393 B 34,869 B 38,195 B 37,541 B 8 El Camino Real Faraday Ave. to Palomar Airport Rd. 36,281 A 30,477 A 31,739 A 34,867 A 34,378 A 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. 47,151 B 49,760 B 49,299 B 51,393 B 51,499 B 10 El Camino Real Levante St. to Calle Barcelona 33,507 A 35,782 A 35,434 A 36,495 A 37,873 A 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. 23,830 A 25,387 A 27,253 A 27,857 A 30,378 A 12 Carlsbad Blvd State St. to Mountain View Dr. 13,320 A 13,743 A 14,791 A 13,156 A 12,991 A 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. ---- ---- 17,653 A 19,001 A 18,668 A 18,011 A 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro ---- ---- 19,224 A 17,319 A 17,396 A 20,894 A 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. 16,565 A 16,128 A 16,755 A 17,714 A 16,668 A 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. 12,936 A 13,656 A 15,193 A 16,289 A 16,539 A 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. 16,214 A 16,089 A 17,943 A 19,888 A 19,167 A 18 La Costa Ave Piraeus St to Saxony Rd. 33,742 A 35,371 A 38,373 A 37,795 A 38,415 A 19 La Costa Ave Romeria St. to Cadencia St. 12,196 A 12,043 A 12,087 A 12,266 A 12,861 A 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. 27,187 A 30,793 A 28,979 A 28,959 A 29,512 A 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. 24,353 A 24,801 A 25,075 A 25,071 A 26,174 A 22 Tamarack Ave El Camino Real to La Portalada Dr. 8,663 A 7,905 A 7,705 A 7,669 A 7,390 A 23 Cannon Rd. Paseo Del Norte to Car Country Dr. 25,717 A 25,420 A 26,399 A 23,460 A 24,702 A 24 Cannon Rd. Hilltop St. to College Blvd. 17,462 A 17,764 A 18,561 A 19,281 A 18,814 A 25 College Blvd. N. City Limits to Tamarack Ave. (N.) 24,815 A 24,670 A 25,769 A 26,275 A 26,830 A 26 College Blvd. Aston Ave. to Palomar Airport Rd. 13,635 A 13,806 A 13,744 A 14,710 A 14,762 A 27 Alga Rd Corintia St. to El Fuerte St. 10,856 A 10,454 A 10,299 A 10,415 A 10,538 A Note: Locations shaded in gray were collected in mid-September 2015 at the direction of City staff. (1) All counts were collected during the summer months (July and August) except for the three (3) shaded locations that were collected in mid-September 2015. (2) Roadway segment levels of service are based on peak hour operating conditions. For detailed peak hour analysis, refer to Table A-2 in Appendix A of this report. 9 3. INTERSECTION TURN MOVEMENT COUNTS Intersection turn movement counts were collected in 2015 at forty-nine (49) major intersections around the City. At the request of City staff, three (3) intersections that were included in last year’s TMP were removed from the 2015 TMP, and three (3) new intersections were added to the 2015 TMP. The three (3) intersections that were included in previous TMP Reports but are not included in the 2015 TMP Report are listed below: 1) Rancho Santa Fe Road and San Elijo Road (formerly #27); 2) I-5 Southbound Ramps and La Costa Avenue (formerly #48); and 3) I-5 Northbound Ramps and La Costa Avenue (formerly #49). The three (3) new intersections that have been included in the 2015 TMP Report are as follows: 1) Rancho Santa Fe Road and Calle Barcelona (now #28); 2) I-5 Southbound Ramps and Tamarack (now #44); and 3) I-5 Northbound Ramps and Tamarack Avenue (now #45). The locations of the intersections included in the 2015 Traffic Monitoring Program (TMP) Report are shown graphically in Figure 3-1. The turn movement counts were conducted during the AM peak period (6:30 to 9:30 AM) and the PM peak period (3:30 to 6:30 PM). The data from each three-hour period was divided into fifteen-minute periods to accurately identify the peak hour that occurs within the AM and PM peak periods. The counts were collected mid-week on a Tuesday, Wednesday or Thursday. The intersection turning movement count data is provided in Appendix B following this report. During the count period, Michael Baker International staff monitored traffic conditions and noted locations where capacity or signal timing resulted in queues or operational deficiencies that may not be readily obvious using the ICU methodology. Field observations of peak period traffic conditions are described in detail later in this chapter. The forty-nine (49) intersections were analyzed using the ICU methodology using calculation worksheets developed in an Excel spreadsheet. The count data was provided in Excel format, and imported directly into the ICU calculation worksheets. The peak hour volumes, peak hour factors, and ICU calculations are included in the worksheets for the forty-nine (49) intersections evaluated in the 2015 Report. The ICU calculations performed assumed the following lane group capacities: 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 NOT TO SCALE O C E A N S I D E V I S T A E N C I N I T A S S A N M A R C O S E N C I N I T A S 78 C a n n o n RdColl ege Blvd El Cami no Real Melr o s e Dr A v i ar a Pkwy Po in s e ttia L an e Marron Rd C arlsb a d Villa ge Dr Pa seo De l Nort eT a m a ra c k A v e Tamarack Palomar Airport Rd Poinse tti a L a ne F araday Ave Faraday Ave Business P a r k DrLionshead Ave Av en i da Enci nasLa Costa Ave C a lle B arcelona Melrose Dr Ra n c ho Santa F e Rd Levante St Cadenci a St L a CostaSta t e St Ar mada Dr Batiquito s Dr Pi r aeus St Saxony Rd Monr oe St Har di n g St 5 5 Jefferson St Jefferson StPlaza Dr Tamarack Ave Kelly Dr Hilltop St Carl sba d Blvd Car lsbad Blvd La Costa Ave JacksparDr Aston Ave Rancho Carlsbad Dr Loker Ave (W.) YarrowDr Avenida Encinas Cassia Rd College BlvdEl FuerteSt Ali can te RdArenal Rd Costa DelMar Rd Romeria St Ca mi no JuniperoMeadows Dr San Elijo Rd Corintia St Alga Rd PaseoValindo San Marcos Blvd Olivenhain Rd RanchoS an t a Fe RdRancho S a n ta F e R dLa PortaladaDr Ave Leucadi a Blv d Garden Vie w Dr Calle Acervo Camino De Los Coches Alicante R d El Fuerte StCoast Hi ghway 101Car Country Dr Legoland Dr Cerezo Dr P A C I F I C O C E A N El Camino Real Breakwater Rd Mountain View Dr LEGEND XX Intersection Count Location/ Number 2015 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 38 4445 4849 15 25 34 33 26 4647 10 36 11 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. Since last year’s data collection effort, the City has implemented modifications and improvements at the following intersections evaluated in the 2015 TMP: El Camino Real and Faraday Avenue (#7)  Eastbound approach: When the pipeline construction along Faraday Avenue through the intersection was completed, the desalination project incorrectly restriped the eastbound approach of El Camino Real and Faraday Avenue that converted the original through/right-turn lane to a dedicated through lane. The current configuration at the eastbound approach is one left-turn lane, two through lanes and one right-turn lane. The City has requested that the desalination project restripe the eastbound approach to its original lane configuration with one left-turn lane, one through lane, one shared through/right lane, and one right-turn lane. It is anticipated that the requested restriping of the eastbound approach to its original condition will be completed before the 2016 TMP data collection commences. El Camino Real and Calle Barcelona (#13)  Westbound approach: The westbound approach was restriped to convert one of the two through lanes to a dedicated right-turn lane. The new configuration at the westbound approach is one left-turn lane, one through lane and one right-turn lane. Melrose Drive and Palomar Airport Road (#21)  Northbound Approach: The northbound approach was restriped to open up all four (4) through lanes now that pipeline construction is completed along Melrose Drive.  Southbound Approach: The southbound approach was permanently restriped with two (2) left-turn lanes, two (2) through lanes, and two (2) right-turn lanes. The configuration at the southbound approach has not changed from last year’s data collection effort; however it is now considered a permanent improvement. Jefferson Street and Marron Road (#36)  Westbound approach: Westbound right-turn overlap was installed at the traffic signal. 12 The above-listed intersection modifications and improvements resulted in the following changes in operations since last year’s TMP: El Camino Real and Faraday Avenue (#7) At the intersection of El Camino Real and Faraday Avenue, from 2014 to 2015 there was a 0.08 increase in the ICU ratio during the PM peak hour, and level of service changed from LOS C to LOS D. The restriping at the eastbound approach reduced the capacity of the right-turn movement, which resulted in the PM peak hour increase in the ICU ratio and change in LOS from C to D. As described on page 11, the desalination project incorrectly restriped the eastbound approach when the pipeline construction through the intersection was completed, and the City has requested that the desalination project restripe the eastbound approach back to its original condition. Based on the PM peak hour volumes that were collected at El Camino Real and Faraday Avenue for the 2015 TMP, the ICU ratio during the PM peak hour should be 0.77, which would be LOS C operations if the striping at the eastbound approach were correct at the time the counts were collected. El Camino Real and Calle Barcelona (#13) At the intersection of El Camino Real and Calle Barcelona, from 2014 to 2015 there was a slight decrease in the ICU ratio and an improvement in operations from LOS B to LOS A during the PM peak hour. However, the improvement in LOS is more likely a result of the 6% decrease in traffic volumes at the intersection from 2014 to 2015 rather than the striping modification at the westbound approach. Jefferson Street and Marron Road (#36) At the intersection of Jefferson Street and Marron Road, from 2014 to 2015 there was a -0.13 decrease in the ICU ratio and an improvement in operations from LOS B to LOS A during the PM peak hour. Traffic volumes were virtually unchanged from 2014 to 2015; therefore, the improvement in LOS during the PM peak hour was a result of the right-turn overlap that was installed at the westbound approach of the intersection. The construction of the pipeline for the Carlsbad Desalination Project resulted in the on-going closure of lanes and modification of the traffic signal phasing at only one intersection during the 2015 TMP data collection effort: Cannon Road and Faraday Avenue (#39). There has been no change in intersection capacity or signal phasing at the intersection since last year’s TMP. Below is the lane configuration at Cannon Road and Faraday Avenue at the time the Summer 2015 traffic counts were collected: Cannon Road and Faraday Avenue (#39)  Northbound Approach: One shared left-turn/through/right-turn lane  Eastbound Approach: One left-turn lane, one through lane and one right-turn lane  Westbound Approach: One left-turn lane and one shared through/right-turn lane At the intersection of Cannon Road and Faraday Avenue, there was a slight decrease in traffic volumes from 2014 to 2015, which resulted in a slight decrease in the ICU ratio; however, PM peak hour operations in Summer 2015 remained unchanged at LOS D. 13 As previously discussed, the El Camino Real widening project has resulted in on-going lane closures between Chestnut Drive and Tamarack Avenue, which includes lane closures at the southbound approach of the intersection of El Camino Real and Tamarack Avenue. Below is the modified lane configuration at El Camino Real and Tamarack Avenue at the time the 2015 traffic counts were collected: El Camino Real and Tamarack Avenue (#4)  Southbound Approach: Reduced to one left-turn lane, one through lane and one shared through/right-turn lane (restriping removed the southbound right-turn lane). There were no lane closures at the other intersection approaches, although the northbound approach was realigned to the west to match the realigned segment of El Camino Real north of Tamarack Avenue. At the intersection of El Camino Real and Tamarack Avenue, there was an overall 4% decrease in traffic volumes from 2014 to 2015, which resulted in a slight decrease in the ICU ratio during the AM peak hour despite the reduction in intersection capacity. There was a slight increase in the PM peak hour ICU ratio from 2014 to 2015. Operations remained at LOS B during both the AM and PM peak hours, with no change in LOS from 2014 to 2015. As discussed on page 3 of this report, turning movement counts were collected at a total of ten (10) intersections during mid-September 2015 when local schools were back in session. As discussed on page 3 of this report, turning movement counts were collected during mid- September 2015 at a total of ten (10) intersections to determine the potential changes in traffic operations while local schools are in session. The September counts were collected at the following ten (10) intersections: 1) El Camino Real and Tamarack Avenue (#4); 2) El Camino Real and Cannon Road (#5); 3) El Camino Real and Calle Barcelona (#13); 4) Rancho Santa Fe Road and La Costa Avenue (#27); 5) Rancho Santa Fe Road and Calle Barcelona (#28); 6) Rancho Santa Fe Road and Olivenhain Road-Camino Alvaro (#29); 7) Poinsettia Lane and Aviara Parkway (#32); 8) Melrose Drive and Alga Road (#35); 9) I-5 Southbound Ramps and Tamarack Avenue (#44); and 10) I-5 Northbound Ramps and Tamarack Avenue (#45). Out of the above-listed intersections, the following three intersections - Rancho Santa Fe Road and Calle Barcelona (#28), I-5 Southbound Ramps and Tamarack Avenue (#44), and I-5 Northbound Ramps and Tamarack Avenue (#45) are new to the City’s TMP and so cannot be compared to previous years. 14 The ICU calculations for the most of the ten (10) 2015 TMP intersection counts collected in mid- September showed little change in operations and LOS from Summer 2014 to September 2015. Despite the additional school-related traffic on the roadways, most of the September 2015 counts showed only nominal differences in AM and PM peak period traffic between Summer 2014 and September 2015. The most significant change in ICU ratios occurred at the intersection of Melrose Drive and Alga Road, where an increase of 0.27 was calculated during the AM peak hour. However, AM peak hour operations only changed from LOS A to LOS B. The increase in the ICU ratio and change in LOS was a result of significantly higher turning movement volumes at Melrose Drive and Alga Road in September 2015 versus Summer 2014. It is assumed that the large increase in traffic (+31%) at the intersection is partially attributed to the nearby schools being in session at the time the counts were collected. Field observations of the intersections evaluated in the 2015 TMP revealed that closely spaced intersections near freeway interchanges experience the highest occurrences of vehicular queue spillbacks into adjacent intersections. Arterials observed to experience the greatest congestion through closely spaced intersections are El Camino Real between SR-78 and Marron Road, Carlsbad Village Drive between Harding Street and Pio Pico Drive, Cannon Road between I-5 and Car Country Drive, and Palomar Airport Road between Avenida Encinas and Armada Drive. The ICU calculations for these intersections in the vicinity of freeway interchanges at I-5 and at SR-78 may be reporting a better level of service than what actually occurs during the morning and afternoon peak traffic periods. Citywide, the following observations were made during the collection of intersection turning movement counts in Summer and September 2015:  Overall the changes in the turning movement volumes and ICU calculations for the intersections have been minimal from 2014 to 2015.  The most significant increases in turning movement volumes and ICU ratios from 2014 to 2015 occurred at Melrose Drive and Alga Road during the AM peak hour, and at Palomar Airport Road and I-5 Northbound Ramps during the PM peak hour. Operations at Melrose Drive and Alga Road changed from LOS A to LOS B during the AM peak hour from 2014 to 2015. At the intersection of Palomar Airport Road and I-5 Northbound Ramps, PM peak hour operations from 2014 to 2015 changed from LOS B to LOS C. Overall turning movement volumes increased by 31% at Melrose Drive and Alga Road, and increased by 12% at Palomar Airport Road and I-5 Northbound Ramps.  The most significant decreases in turning movement volumes and ICU ratios from 2014 to 2015 occurred at El Camino Real and Poinsettia Lane during the AM peak hour, and at Palomar Airport Road and El Fuerte Street during the PM peak hour. From 2014 to 2015, turning movement volumes at El Camino Real and Poinsettia Lane decreased by approximately 18% during the AM peak hour. At Palomar Airport Road and El Fuerte Street from 2014 to 2015, PM peak hour turning movement volumes have decreased by 8% and operations have improved from LOS D to LOS C. 15 x From 2014 to 2015, overall turning movement volumes have increased at intersections along Palomar Airport Road (west of El Camino Real), Carlsbad Boulevard, and Rancho Santa Fe Road. The increase in peak hour volumes at intersections on Carlsbad Boulevard may be attributed to increased congestion on I-5 resulting in traffic using Carlsbad Boulevard as an alternate route. Overall turning movement volumes have decreased at intersections along El Camino Real, College Boulevard, Cannon Road and Faraday Avenue. Although the daily traffic volumes along some segments of El Camino Real, College Boulevard, Cannon Road show only slight increases or decreases from last year’s TMP counts, there appears to be a more prominent decrease in the intersection turning movement volumes along these roadways during the AM and PM peak hours. The decreases during the peak hours may be a result of traffic avoiding peak hour congestion and queuing near the ongoing pipeline construction activities and the construction activities associated with the widening of El Camino Real. The ICU calculations and LOS for the previous 2011 through 2015 TMP Reports are summarized in Table 3-1. The ICU calculation worksheets are provided in Appendix B along with the intersection turning movement count data. Figure 3-2 and Figure 3-3 illustrate the intersection LOS for the AM and PM peak hours, respectively. The City of Carlsbad considers LOS D or better acceptable for intersection operations during the AM and PM peak hours, and peak hour operations at LOS E or F are considered deficient. The results of the ICU analysis for the 2015 Report showed that none of the 49 intersections included in this analysis are currently operating at deficient levels of service. Although LOS D is considered an acceptable LOS for peak hour operations, intersections that are identified as operating at LOS D are considered locations that may potentially become deficient in the future as regional traffic volumes increase. Intersection operations for these intersections are described in greater detail in this TMP report, and it is recommended that the City monitor these locations closely over the next several years to identify potential operational deficiencies during the peak periods. The following two (2) intersections are currently operating at LOS D during either the AM or PM peak hours: Location # Intersection ICU LOS Period 7 39 El Camino Real & Faraday Avenue Cannon Road & Faraday Avenue 0.86 0.81 D D PM peak PM peak 16 The following describes the 2015 peak period operations of the two (2) intersections that are operating at LOS D: El Camino Real and Faraday Avenue (#7) The ICU calculations based on the 2015 counts show that this intersection is operating at a mid LOS D during the PM peak hour. From 2014 to 2015, PM peak period operations at this intersection have changed from a high LOS C to a mid LOS D. Turning movement volumes at the intersection have actually decreased by almost 3% from 2014 to 2015; however, the recent restriping of the eastbound approach (as described on page 11) reduced the capacity of the critical right-turn movement, resulting in a 0.08 increase in the ICU ratio and change in operations from LOS C to LOS D. As described on page 11, after the pipeline construction through the intersection was completed, the desalination project incorrectly restriped the eastbound approach when they converted the original through/right-turn lane to a dedicated through lane. The current configuration at the eastbound approach is one left-turn lane, two through lanes and one right- turn lane. The City has requested that the desalination project restripe the eastbound approach back to its original condition. It is anticipated that the requested restriping of the eastbound approach to its original condition will be completed before the 2016 TMP data collection commences. As described on page 12, ICU calculations performed at the intersection with correct lane configuration at the eastbound approach show that PM peak hour operations would remain at LOS C based on the 2015 TMP counts that were collected at the intersection. Cannon Road and Faraday Avenue (#39) Based on the ICU calculations from the 2014 to 2015 counts, operations at Cannon Road and Faraday Avenue have remained at LOS D during the PM peak hour. Overall, PM peak hour turning movement volumes have decreased slightly from 2014 to 2015. The 2015 counts show that traffic is generally continuing to avoid the sections of Cannon Road and Faraday Avenue where the pipeline construction is occurring, and are using other parallel arterials such as Palomar Airport Road. It is anticipated that turning movement volumes at Cannon Road and Faraday Avenue will increase significantly and operations will improve when the pipeline construction is completed and the currently closed lanes are open to traffic again. From 2014 to 2015, operations at the following intersections have improved from LOS D to LOS C: x El Camino Real and Cannon Road (#5): PM peak hour x Palomar Airport Road and El Fuerte Street (#20): PM peak hour At both El Camino Real and Cannon Road and at Palomar Airport Road and El Fuerte Street, turning movement volumes have decreased from 2014 to 2015, resulting in improved operations at both intersections. 17 Table 3-1 Intersection Capacity Utilization Analysis Summary Count # Intersection Summer 2011 Peak Hour Summer 2012 Peak Hour Summer 2013 Peak Hour Summer 2014 Peak Hour Summer 2015 (1) Peak Hour AM PM AM PM AM PM AM PM AM PM ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S 1 El Camino Real & Plaza Dr. 0.34 A 0.66 B 0.32 A 0.62 B 0.33 A 0.63 B 0.33 A 0.64 B 0.35 A 0.65 B 2 El Camino Real & Marron Rd. 0.34 A 0.53 A 0.37 A 0.55 A 0.39 A 0.55 A 0.38 A 0.56 A 0.43 A 0.57 A 3 El Camino Real & Carlsbad Village Dr. 0.45 A 0.59 A 0.45 A 0.58 A 0.44 A 0.57 A 0.46 A 0.60 A 0.48 A 0.58 A 4 El Camino Real & Tamarack Ave. 0.64 B 0.59 A 0.66 B 0.53 A 0.68 B 0.63 B 0.69 B 0.61 B 0.66** B** 0.62** B** 5 El Camino Real & Cannon Rd. 0.61 B 0.80 C 0.64 B 0.76 C 0.71 C 0.81 D 0.67 B 0.81 D 0.69 B 0.75 C 6 El Camino Real & College Blvd. 0.61 B 0.55 A 0.48 A 0.72 C 0.54 A 0.61 B 0.58 A 0.67 B 0.54 A 0.61 B 7 El Camino Real & Faraday Ave. 0.66 B 0.72 C 0.62 B 0.76 C 0.69 B 0.75 C 0.68 B 0.78 C 0.64 B 0.86 D 8 El Camino Real & Palomar Airport Rd. 0.58 A 0.77 C 0.55 A 0.80 C 0.60 A 0.81 D 0.62 B 0.80 C 0.60 A 0.79 C 9 El Camino Real & Cassia Rd. 0.64 B 0.61 B 0.62 B 0.64 B 0.59 A 0.65 B 0.63 B 0.70 B 0.66 A 0.66 B 10 El Camino Real & Poinsettia Ln. 0.39 A 0.56 A 0.41 A 0.57 A 0.40 A 0.44 A 0.46 A 0.48 A 0.40 A 0.50 A 11 El Camino Real & Alga Rd./Aviara Pkwy 0.63 B 0.83 D 0.65 B 0.72 C 0.62 B 0.72 C 0.61 B 0.70 B 0.68 B 0.72 C 12 El Camino Real & La Costa Ave. 0.78 C 0.85 D 0.67 B 0.68 B 0.69 B 0.82 D 0.73 C 0.79 C 0.73 C 0.77 C 13 El Camino Real & Calle Barcelona 0.48 A 0.61 B 0.52 A 0.62 B 0.52 A 0.61 B 0.55 A 0.61 B 0.53 A 0.59 A 14 Palomar Airport Rd. & Avenida Encinas 0.54 A 0.74 C 0.49 A 0.67 B 0.59 A 0.81 D 0.55 A 0.75 C 0.53 A 0.76 C 15 Palomar Airport Rd. & Paseo Del Norte 0.58 A 0.66 B 0.71 C 0.79 C 0.67 B 0.75 C 0.66 B 0.72 C 0.64 B 0.71 C 16 Palomar Airport Rd. & Armada Dr. 0.52 A 0.72 C 0.54 A 0.68 B 0.53 A 0.71 C 0.58 A 0.71 C 0.64 B 0.75 C 17 Palomar Airport Rd. & College Blvd./ Aviara Pkwy 0.59 A 0.76 C 0.56 A 0.74 C 0.53 A 0.71 C 0.56 A 0.70 B 0.56 A 0.77 C 18 Palomar Airport Rd. & Yarrow Dr. 0.43 A 0.54 A 0.43 A 0.63 B 0.48 A 0.62 B 0.52 A 0.68 B 0.45 A 0.64 B 19 Palomar Airport Rd. & Loker Ave. (W.) 0.66 B 0.69 B 0.74 C 0.71 C 0.68 B 0.68 B 0.72 C 0.66 B 0.67 B 0.70 B 20 Palomar Airport Rd. & El Fuerte St. 0.56 A 0.65 B 0.61 B 0.80 C 0.56 A 0.80 C 0.58 A 0.82 D 0.59 A 0.76 C 21 Palomar Airport Rd. & Melrose Dr. 0.71 C 0.58 A 0.90 D 0.59 A 0.89 D 0.67 B 0.77 C 0.71 C 0.79 C 0.70 B 22 Carlsbad Blvd. & Carlsbad Village Dr. 0.30 A 0.57 A 0.36 A 0.56 A 0.33 A 0.47 A 0.32 A 0.46 A 0.30 A 0.52 A 23 Carlsbad Blvd & Tamarack Ave. 0.30 A 0.53 A 0.35 A 0.56 A 0.36 A 0.49 A 0.41 A 0.49 A 0.50 A 0.51 A 24 Carlsbad Blvd. & Cannon Rd. 0.58 A 0.80 C 0.41 A 0.70 B 0.43 A 0.65 B 0.50 A 0.70 B 0.48 A 0.76 C 25 Carlsbad Blvd. & Poinsettia Ln. 0.27 A 0.52 A 0.27 A 0.36 A 0.39 A 0.38 A 0.42 A 0.42 A 0.39 A 0.41 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. Locations shaded in gray were collected in mid-September 2015 at the direction of City staff. ** AM and PM peak hour LOS calculations are based on construction impacts at the intersection. (1) All counts were collected during the summer months (July and August) except for the shaded locations that were collected in mid-September 2015. 18 Table 3-1 (continued) Intersection Capacity Utilization Analysis Summary Count # Intersection Summer 2011 Peak Hour Summer 2012 Peak Hour Summer 2013 Peak Hour Summer 2014 Peak Hour Summer 2015 (1) Peak Hour AM PM AM PM AM PM AM PM AM PM ICU Ratio L O S ICU RatioL O S ICU RatioL O S ICU RatioL O S ICU Ratio L O S ICU RatioL O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S ICU Ratio L O S 26 Carlsbad Blvd. & Avenida Encinas 0.30 A 0.57 A 0.30 A 0.34 A 0.39 A 0.34 A 0.42 A 0.38 A 0.43 A 0.35 A 27 Rancho Santa Fe Rd. & La Costa Ave. 0.62 B 0.59 A 0.62 B 0.61 A 0.59 A 0.66 B 0.55 A 0.61 B 0.52 A 0.60 A 28 Rancho Santa Fe Rd. & Calle Barcelona - - - - - - - - - - - - - - - - 0.70 B 0.66 B 29 Olivenhain Rd & Rancho Santa Fe Rd./ Camino Alvaro 0.56 A 0.59 A 0.61 B 0.55 A 0.65 B 0.63 B 0.67 B 0.63 B 0.64 B 0.64 B 30 Carlsbad Village Dr. & State St. 0.24 A 0.37 A 0.29 A 0.41 A 0.28 A 0.38 A 0.25 A 0.34 A 0.26 A 0.36 A 31 Carlsbad Village Dr. & Harding St. 0.37 A 0.53 A 0.50 A 0.64 A 0.46 A 0.57 A 0.45 A 0.64 B 0.43 A 0.60 B 32 Poinsettia Ln. & Aviara Pkwy. 0.44 A 0.51 A 0.42 A 0.53 A 0.39 A 0.56 A 0.44 A 0.58 A 0.49 A 0.68 B 33 Poinsettia Ln. & Paseo Del Norte 0.60 A 0.64 B 0.59 A 0.67 B 0.54 A 0.70 B 0.58 A 0.66 B 0.59 A 0.66 B 34 Poinsettia Ln. & Avenida Encinas 0.53 A 0.69 B 0.52 A 0.65 B 0.42 A 0.72 C 0.52 A 0.69 B 0.51 A 0.67 B 35 Melrose Dr. & Alga Rd. 0.47 A 0.57 A 0.44 A 0.58 A 0.44 A 0.59 A 0.42 A 0.62 B 0.69 B 0.66 B 36 Jefferson St. & Marron Rd. 0.35 A 0.55 A * 0.58 A 0.58 A 0.29 A 0.62 B 0.28 A 0.49 A 37 Monroe St. & Marron Rd. 0.21 A 0.34 A 0.37 A 0.44 A 0.23 A 0.35 A 0.21 A 0.34 A 0.20 A 0.34 A 38 Cannon Rd. & Paseo Del Norte 0.56 A 0.54 A 0.52 A 0.53 A 0.59 A 0.56 A 0.48 A 0.52 A 0.53 A 0.55 A 39 Cannon Rd. & Faraday Ave. 0.36 A 0.58 A 0.48 A 0.56 A 0.48 A 0.60 A 0.55** A** 0.85** D** 0.57** A** 0.81** D** 40 College Blvd. & Carlsbad Village Dr. 0.51 A 0.46 A 0.49 A 0.45 A 0.51 A 0.51 A 0.54 A 0.55 A 0.51 A 0.51 A 41 College Blvd. & Faraday Ave. 0.44 A 0.54 A 0.48 A 0.51 A 0.50 A 0.52 A 0.56** A** 0.63** B** 0.37 A 0.41 A 42 I-5 SB Ramps & Carlsbad Village Dr. 0.55 A 0.68 B 0.49 A 0.66 B 0.50 A 0.64 B 0.49 A 0.72 C 0.51 A 0.73 C 43 I-5 NB Ramps & Carlsbad Village Dr. 0.54 A 0.66 B 0.68 B 0.81 B 0.57 A 0.67 B 0.59 A 0.71 C 0.55 A 0.73 C 44 I-5 SB Ramps & Tamarack Ave. - - - - - - - - - - - - - - - - 0.60 A 0.52 A 45 I-5 NB Ramps & Tamarack Ave. - - - - - - - - - - - - - - - - 0.73 C 0.59 A 46 I-5 SB Ramps & Cannon Rd. 0.47 A 0.48 A 0.46 A 0.49 A 0.53 A 0.51 A 0.47 A 0.46 A 0.43 A 0.47 A 47 I-5 NB Ramps & Cannon Rd. 0.49 A 0.58 A 0.47 A 0.65 A 0.50 A 0.67 B 0.44 A 0.63 B 0.45 A 0.56 A 48 I-5 SB Ramps & Palomar Airport Rd. 0.42 A 0.45 A 0.44 A 0.47 A 0.44 A 0.50 A 0.49 A 0.47 A 0.57 A 0.54 A 49 I-5 NB Ramps & Palomar Airport Rd. 0.64 B 0.71 C 0.66 B 0.65 C 0.65 B 0.68 B 0.65 B 0.67 B 0.71 C 0.75 C Note: Intersections operating at LOS D are indicated in bold. Although LOS D is considered acceptable for peak hour operations, these intersections are identified as becoming potentially deficient in the future and need to be monitored closely as regional traffic volumes increase. Locations shaded in gray were collected in mid-September 2015 at the direction of City staff. * Count data not collected in 2012 due to construction that resulted in the closure of Jefferson Street during the Summer counts period. ** AM and PM peak hour LOS calculations are based on construction impacts at the intersection. (1) All counts were collected during the summer months (July and August) except for the shaded locations that were collected in mid-September 2015. NOT TO SCALE 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 MountainView Dr LEGEND XX LOS A, B or C LOS D LOS E LOS F 2015 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 384647 48 49 15 25 34 33 26 48 49 19 36 21 44 45 NOT TO SCALE 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 MountainView Dr 2015 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 384647 48 49 15 25 34 33 26 20 36 12 8 20 39 44 45 21 4. MID-BLOCK PEDESTRIAN AND BICYCLE COUNTS The City of Carlsbad has recently updated their General Plan Mobility Element, which includes a shift from the traditional focus on vehicular traffic flow and operations to a multi-modal focus. A multi-modal focus accounts for all users of the City’s roadway network, including motorized vehicles, transit riders, bicyclists and pedestrians. In an effort to document pedestrian and bike activity in the community, the TMP includes peak period pedestrian and bike activity along Carlsbad Boulevard and in the Village. The 2015 Annual Report of the City of Carlsbad’s Traffic Monitoring Program is the fourth year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were selected by City staff in the previous 2012, 2013 and 2014 Annual Reports where pedestrian and bicycle activities are among the highest in the City. These same (5) mid-block locations were also selected for this 2015 Annual Report, which are as follows: 1. Carlsbad Boulevard between Carlsbad-Oceanside Boundary and State Street 2. Carlsbad Boulevard between Grand Avenue and Carlsbad Village Drive 3. Carlsbad Boulevard between Chestnut Avenue and Maple Avenue 4. Carlsbad Village Drive between Carlsbad Boulevard and Washington Street 5. Grand Avenue between Washington Street and State Street Pedestrian and bicycle counts for the above-listed mid-block locations were collected on a weekday (Wednesday, July 15, 2015), and also on a weekend (Saturday, July 25, 2015) during three peak two-hour periods (7:00 - 9:00 AM, 11:00 AM – 1:00 PM, and 4:00 – 6:00 PM). Data was collected in 15-minute intervals for each direction of travel at each mid-block location. The locations of the mid-block pedestrian and bicycle counts are shown in Figure 4-1. Pedestrian and bicycle mid-block count data is provided in Appendix C following this report. The peak hour counts for each period were calculated from the 15-minute data, and are summarized below in Table 4-1. Table 4-1 reveals the following characteristics about the pedestrian and bicycle activities at the selected locations:  Weekday pedestrian and bicycle activities are highest during the PM peak period (4:00 – 6:00 PM).  Weekend pedestrian and bicycle activities are highest during the Midday peak period (11:00 AM – 1:00 PM).  The highest level of weekday pedestrian activity occurs on the beachside path along the west side of Carlsbad Boulevard between Chestnut Avenue and Maple Avenue, during the AM peak hour.  The highest level of weekend pedestrian activity occurs along the west side of Carlsbad Boulevard between Grand Avenue and Carlsbad Village Drive, during the PM peak hour.  The highest levels of bicycle activity occur along Carlsbad Boulevard between Chestnut Avenue and Maple Avenue on both weekdays and weekends.  Overall pedestrian and bicycle activities are higher on the weekends than during the week. NOT TO SCALE 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 MountainView Dr 1 2 3 4 5 LEGEND Mid-Block Ped/Bike Count Location Mid-Block Count Number X X 2015 MID-BLOCK PEDESTRIAN AND BICYCLE COUNT LOCATIONS Figure 4-122 23 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 15, 2015) 1 Carlsbad Blvd. Carlsbad-Oceanside Boundary to State St. NB 10 27 7 27 14 40 SB 12 34 12 28 6 25 2 Carlsbad Blvd. Grand Ave. to Carlsbad Village Dr. NB 77 13 175 29 173 22 SB 49 15 272 16 205 23 3 Carlsbad Blvd. Chestnut Ave. and Maple Ave. NB 13 31 29 43 35 37 SB 329 45 286 56 258 32 4 Carlsbad Village Dr. Carlsbad Blvd. to Washington St. EB 58 13 162 14 246 28 WB 30 5 122 9 285 20 5 Grand Ave. Washington St. to State St. EB 20 15 107 4 261 11 WB 26 11 68 8 109 17 Weekday Total 624 209 1,240 234 1,592 255 Weekend Counts (Saturday, July 25, 2015) 6 Carlsbad Blvd. Carlsbad-Oceanside Boundary to State St. NB 9 102 12 84 6 45 SB 13 77 8 105 7 59 7 Carlsbad Blvd. Grand Ave. to Carlsbad Village Dr. NB 96 128 139 60 224 20 SB 80 55 370 129 371 20 8 Carlsbad Blvd. Chestnut Ave. and Maple Ave. NB 47 111 64 131 51 62 SB 291 131 322 157 231 91 9 Carlsbad Village Dr. Carlsbad Blvd. to Washington St. EB 47 4 175 35 168 31 WB 44 25 165 15 178 15 10 Grand Ave. Washington St. to State St. EB 39 16 117 16 121 16 WB 49 8 99 37 109 25 Weekend Total 715 657 1,471 769 1,466 384 24 A comparison between the Summer 2014 pedestrian and bicycle counts and last year’s counts showed the following trends in pedestrian and bicycle activity:  Overall, pedestrian activity at the five selected mid-block locations has increased approximately 11% during the week, and has decreased approximately 9% on the weekend from last year’s counts.  Overall, bicycle activity at the five selected mid-block locations has decreased approximately 9% during the week, and has decreased approximately 22% on the weekend from last year’s counts. Since the pedestrian and bicycle counts were collected last summer for the 2014 Annual Report, the City of Carlsbad has implemented the following improvements to pedestrian and bicycle facilities such as:  Sidewalk improvements on both sides of the Carlsbad Boulevard bridge over the railroad tracks between State Street and Mountain View Drive;  New bike lanes on Alicante Road between Poinsettia Lane and Alga Road;  Wider bike lanes with buffers along Cannon Road between Paseo Del Norte and Grand Pacific Drive;  Wider bike lanes on Batiquitos Drive between Poinsettia Lane and Black Swan Place; and  Wider bike lanes on Rancho Santa Fe Road between Olivenhain Road and Calle Acervo. The pedestrian and bicycle counts collected for the 2015 Annual Report shows that overall pedestrian activity has slightly increased, and overall bicycle activity has decreased from last year’s data collection efforts. The decrease in overall bicycle activity may be due to warmer temperatures that may have reduced the number of cyclists on the days the 2015 counts were collected versus the days the 2014 counts were collected. 25 5. CONCLUSIONS The purpose of the City of Carlsbad Annual Growth Management Plan Traffic Monitoring Program (TMP) is to monitor the growth of traffic on the City’s arterials and at intersections. The City of Carlsbad identified forty-nine (49) key intersections and twenty-seven (27) key mid-block roadway segment locations for analysis. In previous years, a higher number of intersections and roadway segments were included in the Annual TMP, but as traffic operations have improved following the completion of several key roadway extension improvements, fewer intersections and roadway segments are monitored than in the previous years. At the request of City staff, three (3) intersections that were included in last year’s TMP were removed from the 2015 TMP, and three (3) new intersections were added to the 2015 TMP. The twenty-seven (27) mid-block roadway segments are the same locations that were selected for data collection and analysis in the TMP for the previous three years. This 2015 Annual Report of the City of Carlsbad’s Traffic Monitoring Program is the fourth year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were counted during weekday and weekend peak periods where pedestrian and bicycle activities are among the highest in the City. The results of the mid-block roadway segment counts and analysis show that all twenty-seven (27) mid-block locations are currently operating at LOS A or B during the AM and PM peak periods. Overall traffic volumes on the City’s arterials have increased by an average of one (1) percent from 2014 to 2015. The results of the 2015 intersection counts and ICU calculations show that none of the selected forty-nine (49) intersections are currently operate at deficient levels of service (LOS E or F) during the AM or PM peak hours. Intersections that are identified as operating at LOS D are considered locations that may potentially become deficient in the future as regional traffic volumes increase. The following two (2) of the forty-nine study intersections are currently operating at LOS D during the AM or PM peak hours: Location # Intersection ICU LOS Period 7 39 El Camino Real & Faraday Avenue Cannon Road & Faraday Avenue 0.86 0.81 D D PM peak PM peak At El Camino Real and Faraday Avenue, the LOS D operations are a result of the incorrectly restriped lane configuration at the eastbound approach after the desalination pipeline construction activities were completed (as described on page 11). The City has requested that the desalination project restripe the eastbound approach to its previous lane configuration. Once the correct lane configuration is restored at the eastbound approach, PM peak hour operations at El Camino Real and Faraday Avenue will return to LOS C. 26 The LOS D operations at Cannon Road and Faraday Avenue are a result of the reduced lane capacity associated with the pipeline construction for the Carlsbad Desalination Project, at the time the traffic counts were collected (July 2015). However, the pipeline construction along Cannon Road and Faraday Avenue was completed by Fall 2015 and all lanes at the intersection are currently open to traffic. It is expected that PM peak hour operations have improved to LOS A, which was the reported PM level of service from the Summer 2013 TMP Report before the pipeline construction began. In conclusion, this report provides an assessment of overall traffic operations throughout the City, and identifies trends in traffic patterns from the previous years. As shown, there has been an overall slight increase in traffic city-wide (1%) from 2014 to 2015. Arterials with the highest increases in traffic include Melrose Drive, Poinsettia Lane, La Costa Avenue, and Cannon Road. The City should use this report to identify locations where additional traffic monitoring may be needed in the future. APPENDIX A MID-BLOCK ROADWAY SEGMENT SUMMARY MID-BLOCK ROADWAY SEGMENT COUNTS Twenty-seven (27) mid-block roadway segment locations were identified by the City of Carlsbad to be studied under the City’s Growth Management Plan Traffic Monitoring Program. Table A-1 summarizes the list of identified mid-block roadway segment locations and the dates in which each mid-block location was collected. From the 48-hour counts, the average daily traffic (ADT) volumes were determined, and these ADT volumes for the Summer count period are contained in the following pages of Appendix A. The City of Carlsbad uses a one-direction maximum capacity of 1,800 vehicles per lane, per hour, in the peak period. Mid-block roadway segment analysis was calculated by a maximum one-direction lane volume to capacity ratio. Table A-2 summarizes the AM and PM peak hour volumes and levels of service in each direction of travel for each of the mid-block roadway segment locations. Appendix A includes the following information for the 2015 Traffic Monitoring Program Report: · Day One 24-Hour Mid-Block Volume Report (data divided into 15-minute intervals) · Day Two 24-Hour Mid-Block Volume Report (data divided into 15-minute intervals) · Two-Day Average Mid-Block Volume Report (data divided into 15-minute intervals) · Day One and Day Two 24-Hour Volume Plots 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. 8/11, 8/12 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real Tues./ Wed. 7/28, 7/29 3 Palomar Airport Rd. El Camino Real to Loker Ave Wed./ Thurs. 7/29, 7/30 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo Wed./ Thurs. 7/29, 7/30 5 El Camino Real Plaza Dr to Marron Rd Tues./ Wed. 7/14, 7/15 6 El Camino Real Tamarack Ave. to Kelly Dr. Wed./ Thurs. 9/16, 9/17 7 El Camino Real Jackspar Dr. to College Blvd. Wed./ Thurs. 7/22, 7/23 8 El Camino Real Faraday Ave. to Palomar Airport Rd. Tues./ Wed. 7/28, 7/29 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. Wed./ Thurs. 8/5, 8/6 10 El Camino Real Levante St. to Calle Barcelona Wed./ Thurs. 8/5, 8/6 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. Wed./ Thurs. 7/29, 7/30 12 Carlsbad Blvd State St. to Mountain View Dr. Wed./ Thurs. 7/15, 7/16 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. Tues./ Wed. 7/21, 7/22 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro Tues./ Wed. 7/21, 7/22 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. Wed./ Thurs. 7/22, 7/23 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. Tues./ Wed. 8/4, 8/5 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. Tues./ Wed. 8/4, 8/5 18 La Costa Ave Piraeus St to Saxony Rd. Wed./ Thurs. 8/5, 8/6 19 La Costa Ave Romeria St. to Cadencia St. Wed./ Thurs. 8/5, 8/6 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. Tues./ Wed. 8/4, 8/5 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. Tues./ Wed. 8/4, 8/5 22 Tamarack Ave El Camino Real to La Portalada Dr. Wed./ Thurs. 9/16, 9/17 23 Cannon Rd. Paseo Del Norte to Car Country Dr. Wed./ Thurs. 7/22, 7/23 24 Cannon Rd. Hilltop St. to College Blvd. Wed./ Thurs. 9/16, 9/17 25 College Blvd. City Limits N to Tamarack Ave. Tues./ Wed. 7/21, 7/22 26 College Blvd. Aston Ave. to Palomar Airport Rd. Tues./ Wed. 7/28, 7/29 27 Alga Rd Corinthia St. to El Fuerte St. Tues./ Wed. 8/4, 8/5 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 2,508 0.46 A 1,698 0.31 A WB (4) 7,200 1,148 0.16 A 2,628 0.37 A 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real EB (3) 5,400 1,086 0.20 A 1,936 0.36 A WB (3) 5,400 1,671 0.31 A 1,193 0.22 A 3 Palomar Airport Rd. El Camino Real to Loker Ave (W.) EB (3) 5,400 1,563 0.29 A 2,656 0.49 A WB (3) 5,400 2,278 0.42 A 1,715 0.32 A 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo EB (3) 5,400 803 0.15 A 1,691 0.31 A WB (3) 5,400 1,463 0.27 A 1,149 0.21 A 5 El Camino Real Plaza Dr to Marron Rd. NB (3) 5,400 814 0.15 A 1,339 0.25 A SB (3) 5,400 1,301 0.24 A 1,135 0.21 A 6 El Camino Real Tamarack Ave. to Kelly Dr. NB (2) 3,600 621 0.17 A 1,599 0.44 A SB (2) 3,600 1,919 0.53 A 804 0.22 A 7 El Camino Real Jackspar Dr. to College Blvd. NB (2) 3,600 801 0.22 A 2,380 0.66 B SB (3) 5,400 2,491 0.46 A 1,219 0.23 A 8 El Camino Real Faraday Ave. to Palomar Airport Rd. NB (3) 5,400 1,235 0.23 A 1,572 0.29 A SB (3) 5,400 1,583 0.29 A 1,541 0.29 A 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. NB (3) 5,400 1,560 0.29 A 2,265 0.42 A SB (2) 3,600 2,044 0.57 A 2,429 0.67 B 10 El Camino Real Levante St. to Calle Barcelona NB (3) 5,400 1,005 0.19 A 1,578 0.29 A SB (3) 5,400 1,702 0.32 A 1,628 0.30 A 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. NB (4) 7,200 1,152 0.16 A 1,479 0.21 A SB (3) 5,400 1,602 0.30 A 1,198 0.22 A 12 Carlsbad Blvd State St. to Mountain View Dr. NB (1) 1,800 324 0.18 A 695 0.39 A SB (1) 1,800 385 0.21 A 485 0.27 A 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. NB (2) 3,600 336 0.09 A 969 0.27 A SB (2) 3,600 763 0.21 A 604 0.17 A 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro NB (2) 3,600 366 0.10 A 1,164 0.32 A SB (2) 3,600 1,018 0.28 A 661 0.18 A 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. NB (1) 1,800 332 0.18 A 831 0.46 A SB (1) 1,800 752 0.42 A 672 0.37 A 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. NB (2) 3,600 339 0.09 A 810 0.23 A SB (2) 3,600 967 0.27 A 674 0.19 A Table A-2 (continued) Summary of Mid-Block Roadway Segment Peak Hour Levels of Service # Segment Location Direction (# lanes) Capacity A.M. Peak Hour P.M. Peak Hour Volume V/C LOS Volume V/C LOS 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. NB (2) 3,600 530 0.15 A 997 0.28 A SB (2) 3,600 1,120 0.31 A 756 0.21 A 18 La Costa Ave Piraeus St. to Saxony Rd. EB (2) 3,600 1,297 0.36 A 1,697 0.47 A WB (2) 3,600 1,385 0.38 A 1,286 0.36 A 19 La Costa Ave Romeria St. to Cadencia St. EB (1) 1,800 369 0.21 A 620 0.34 A WB (2) 3,600 577 0.16 A 438 0.12 A 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. NB (3) 5,400 856 0.16 A 1,321 0.24 A SB (3) 5,400 1,281 0.24 A 1,126 0.21 A 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. EB (2) 3,600 1,094 0.30 A 1,127 0.31 A WB (2) 3,600 887 0.25 A 1,113 0.31 A 22 Tamarack Ave El Camino Real to La Portalada Dr. EB (2) 3,600 183 0.05 A 410 0.11 A WB (2) 3,600 519 0.14 A 259 0.07 A 23 Cannon Rd. Paseo Del Norte to Car Country Dr. EB (2) 3,600 1,068 0.30 A 790 0.22 A WB (2) 3,600 596 0.17 A 1,270 0.35 A 24 Cannon Rd. Hilltop St. to College Blvd. EB (2) 3,600 321 0.09 A 1,290 0.36 A WB (2) 3,600 1,443 0.40 A 542 0.15 A 25 College Blvd. N. City Limits to Tamarack Ave. (N.) NB (2) 3,600 672 0.19 A 1,467 0.41 A SB (2) 3,600 1,413 0.39 A 888 0.25 A 26 College Blvd. Aston Ave. to Palomar Airport Rd. NB (2) 3,600 1,131 0.31 A 379 0.11 A SB (2) 3,600 361 0.10 A 1,037 0.29 A 27 Alga Rd Corintia St. to El Fuerte St. EB (2) 3,600 304 0.08 A 572 0.16 A WB (2) 3,600 451 0.13 A 391 0.11 A CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 17 32 12:00 436 512 00:15 33 32 12:15 411 558 00:30 16 22 12:30 455 499 00:45 18 84 19 105 189 12:45 500 1802 511 2080 3882 01:00 25 11 13:00 541 539 01:15 20 14 13:15 422 439 01:30 20 11 13:30 436 511 01:45 14 79 3 39 118 13:45 411 1810 464 1953 3763 02:00 12 7 14:00 411 495 02:15 11 11 14:15 451 496 02:30 10 12 14:30 443 512 02:45 14 47 3 33 80 14:45 440 1745 520 2023 3768 03:00 18 10 15:00 399 515 03:15 16 9 15:15 400 517 03:30 13 16 15:30 424 580 03:45 22 69 21 56 125 15:45 418 1641 598 2210 3851 04:00 20 17 16:00 410 596 04:15 41 31 16:15 383 525 04:30 45 28 16:30 399 597 04:45 88 194 44 120 314 16:45 396 1588 648 2366 3954 05:00 88 59 17:00 466 697 05:15 89 77 17:15 478 652 05:30 133 104 17:30 451 655 05:45 185 495 124 364 859 17:45 443 1838 617 2621 4459 06:00 214 138 18:00 440 555 06:15 288 156 18:15 380 535 06:30 363 233 18:30 399 505 06:45 335 1200 236 763 1963 18:45 380 1599 459 2054 3653 07:00 441 245 19:00 313 451 07:15 688 227 19:15 299 386 07:30 677 255 19:30 241 311 07:45 785 2591 266 993 3584 19:45 218 1071 317 1465 2536 08:00 555 248 20:00 196 289 08:15 596 264 20:15 166 277 08:30 566 234 20:30 139 247 08:45 552 2269 248 994 3263 20:45 133 634 261 1074 1708 09:00 577 312 21:00 154 170 09:15 517 305 21:15 144 183 09:30 488 343 21:30 122 134 09:45 463 2045 317 1277 3322 21:45 120 540 114 601 1141 10:00 436 339 22:00 100 111 10:15 411 404 22:15 106 68 10:30 422 426 22:30 85 78 10:45 398 1667 439 1608 3275 22:45 86 377 79 336 713 11:00 399 494 23:00 60 64 11:15 325 452 23:15 65 52 11:30 411 494 23:30 58 41 11:45 425 1560 553 1993 3553 23:45 54 237 38 195 432 Total Vol.12300 8345 20645 14882 18978 33860 GPS Coordinates: NB SB EB WB Combined 27182 27323 54505 Split %59.6% 40.4%37.9%44.0%56.0%62.1% Peak Hour 07:15 11:45 11:45 12:30 16:45 17:00 Volume 2705 2122 3849 1918 2652 4459 P.H.F.0.86 0.95 0.98 0.89 0.95 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Paseo Del Norte & Armada Dr. PM Project#Tuesday, August 11, 2015 AM Daily Totals 15-1194-001 DAY 1 33.122030, -117.315524 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 45 12:00 469 558 00:15 33 25 12:15 466 503 00:30 30 27 12:30 522 526 00:45 32 124 10 107 231 12:45 544 2001 482 2069 4070 01:00 28 11 13:00 411 526 01:15 24 16 13:15 439 499 01:30 41 14 13:30 466 513 01:45 42 135 12 53 188 13:45 396 1712 439 1977 3689 02:00 28 17 14:00 443 460 02:15 21 19 14:15 596 425 02:30 14 10 14:30 577 508 02:45 16 79 12 58 137 14:45 596 2212 513 1906 4118 03:00 13 7 15:00 466 593 03:15 22 12 15:15 477 560 03:30 20 18 15:30 469 552 03:45 24 79 10 47 126 15:45 380 1792 589 2294 4086 04:00 41 25 16:00 377 604 04:15 45 21 16:15 396 581 04:30 88 32 16:30 424 617 04:45 80 254 60 138 392 16:45 418 1615 627 2429 4044 05:00 89 59 17:00 380 649 05:15 133 79 17:15 399 643 05:30 185 102 17:30 396 684 05:45 214 621 121 361 982 17:45 383 1558 621 2597 4155 06:00 258 159 18:00 353 591 06:15 374 185 18:15 466 536 06:30 541 225 18:30 488 519 06:45 556 1729 219 788 2517 18:45 451 1758 498 2144 3902 07:00 563 237 19:00 443 413 07:15 526 263 19:15 313 403 07:30 518 252 19:30 299 327 07:45 785 2392 288 1040 3432 19:45 269 1324 362 1505 2829 08:00 482 274 20:00 240 272 08:15 458 229 20:15 221 293 08:30 474 296 20:30 194 269 08:45 484 1898 302 1101 2999 20:45 188 843 265 1099 1942 09:00 652 285 21:00 130 197 09:15 541 313 21:15 128 159 09:30 563 314 21:30 122 130 09:45 514 2270 313 1225 3495 21:45 104 484 110 596 1080 10:00 533 326 22:00 108 103 10:15 496 367 22:15 96 76 10:30 388 396 22:30 99 97 10:45 385 1802 405 1494 3296 22:45 90 393 62 338 731 11:00 325 442 23:00 87 72 11:15 377 499 23:15 75 64 11:30 374 521 23:30 60 65 11:45 411 1487 589 2051 3538 23:45 65 287 29 230 517 Total Vol.12870 8463 21333 15979 19184 35163 GPS Coordinates: NB SB EB WB Combined 28849 27647 56496 Split %60.3% 39.7%37.8%45.4%54.6%62.2% Peak Hour 07:00 11:45 11:45 14:15 16:45 14:30 Volume 2392 2176 4044 2235 2603 4290 P.H.F.0.76 0.92 0.96 0.94 0.95 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.122030, -117.315524 AM PM Project# Palomar Airport Rd. btwn. Paseo Del Norte & Armada Dr. Wednesday, August 12, 2015 15-1194-001 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 23 39 12:00 0 0 453 535 00:15 0 0 33 29 12:15 0 0 439 531 00:30 0 0 23 25 12:30 0 0 489 513 00:45 0 0 0 0 25 104 15 106 210 12:45 0 0 0 0 522 1902 497 2075 3976 01:00 0 0 27 11 13:00 0 0 476 533 01:15 0 0 22 15 13:15 0 0 431 469 01:30 0 0 31 13 13:30 0 0 451 512 01:45 0 0 0 0 28 107 8 46 153 13:45 0 0 0 0 404 1761 452 1965 3726 02:00 0 0 20 12 14:00 0 0 427 478 02:15 0 0 16 15 14:15 0 0 524 461 02:30 0 0 12 11 14:30 0 0 510 510 02:45 0 0 0 0 15 63 8 46 109 14:45 0 0 0 0 518 1979 517 1965 3943 03:00 0 0 16 9 15:00 0 0 433 554 03:15 0 0 19 11 15:15 0 0 439 539 03:30 0 0 17 17 15:30 0 0 447 566 03:45 0 0 0 0 23 74 16 52 126 15:45 0 0 0 0 399 1717 594 2252 3969 04:00 0 0 31 21 16:00 0 0 394 600 04:15 0 0 43 26 16:15 0 0 390 553 04:30 0 0 67 30 16:30 0 0 412 607 04:45 0 0 0 0 84 224 52 129 353 16:45 0 0 0 0 407 1602 638 2398 3999 05:00 0 0 89 59 17:00 0 0 423 673 05:15 0 0 111 78 17:15 0 0 439 648 05:30 0 0 159 103 17:30 0 0 424 670 05:45 0 0 0 0 200 558 123 363 921 17:45 0 0 0 0 413 1698 619 2609 4307 06:00 0 0 236 149 18:00 0 0 397 573 06:15 0 0 331 171 18:15 0 0 423 536 06:30 0 0 452 229 18:30 0 0 444 512 06:45 0 0 0 0 446 1465 228 776 2240 18:45 0 0 0 0 416 1679 479 2099 3778 07:00 0 0 502 241 19:00 0 0 378 432 07:15 0 0 607 245 19:15 0 0 306 395 07:30 0 0 598 254 19:30 0 0 270 319 07:45 0 0 0 0 785 2492 277 1017 3508 19:45 0 0 0 0 244 1198 340 1485 2683 08:00 0 0 519 261 20:00 0 0 218 281 08:15 0 0 527 247 20:15 0 0 194 285 08:30 0 0 520 265 20:30 0 0 167 258 08:45 0 0 0 0 518 2084 275 1048 3131 20:45 0 0 0 0 161 739 263 1087 1825 09:00 0 0 615 299 21:00 0 0 142 184 09:15 0 0 529 309 21:15 0 0 136 171 09:30 0 0 526 329 21:30 0 0 122 132 09:45 0 0 0 0 489 2158 315 1251 3409 21:45 0 0 0 0 112 512 112 599 1111 10:00 0 0 485 333 22:00 0 0 104 107 10:15 0 0 454 386 22:15 0 0 101 72 10:30 0 0 405 411 22:30 0 0 92 88 10:45 0 0 0 0 392 1735 422 1551 3286 22:45 0 0 0 0 88 385 71 337 722 11:00 0 0 362 468 23:00 0 0 74 68 11:15 0 0 351 476 23:15 0 0 70 58 11:30 0 0 393 508 23:30 0 0 59 53 11:45 0 0 0 0 418 1524 571 2022 3546 23:45 0 0 0 0 60 262 34 213 475 Total Vol.12585 8404 20989 15431 19081 34512 GPS Coordinates: NB SB Combined 28016 27485 55501 Split %60.0% 40.0%37.8%44.7%55.3%62.2% Peak Hour 07:15 11:45 11:45 14:15 16:45 16:45 Volume 2508 2149 3947 1984 2628 4320 P.H.F.0.80 0.94 0.99 0.95 0.98 0.99 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-001Project# Palomar Airport Rd. btwn. Paseo Del Norte & Armada Dr. Tuesday, August 11, 2015 Wednesday, August 12, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.122030, -117.315524 Palomar Airport RoadBetween Paseo Del Norte and Armada DriveTuesday, August 11, 2015End Time 11-Aug1:00 AM 1892:00 AM 1183:00 AM 804:00 AM 1255:00 AM 3146:00 AM 8597:00 AM 1,9638:00 AM 3,5849:00 AM 3,26310:00 AM 3,32211:00 AM 3,27512:00 PM 3,5531:00 PM 3,8822:00 PM 3,7633:00 PM 3,7684:00 PM 3,8515:00 PM 3,9546:00 PM 4,4597:00 PM 3,6538:00 PM 2,5369:00 PM 1,70810:00 PM 1,14111:00 PM 71312:00 AM432Total 5450505001,0001,5002,0002,5003,0003,5004,0004,5005,000Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Paseo Del Norte and Armada DriveWednesday, August 12, 2015End Time 12-Aug1:00 AM 2312:00 AM 1883:00 AM 1374:00 AM 1265:00 AM 3926:00 AM 9827:00 AM 2,5178:00 AM 3,4329:00 AM 2,99910:00 AM 3,49511:00 AM 3,29612:00 PM 3,5381:00 PM 4,0702:00 PM 3,6893:00 PM 4,1184:00 PM 4,0865:00 PM 4,0446:00 PM 4,1557:00 PM 3,9028:00 PM 2,8299:00 PM 1,94210:00 PM 1,08011:00 PM 73112:00 AM517Total 5649605001,0001,5002,0002,5003,0003,5004,0004,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 28 16 12:00 382 317 00:15 20 16 12:15 303 380 00:30 10 11 12:30 354 310 00:45 22 80 8 51 131 12:45 348 1387 325 1332 2719 01:00 21 9 13:00 378 368 01:15 17 4 13:15 368 293 01:30 16 6 13:30 336 332 01:45 17 71 10 29 100 13:45 346 1428 298 1291 2719 02:00 13 6 14:00 326 274 02:15 5 8 14:15 377 280 02:30 8 9 14:30 370 296 02:45 6 32 12 35 67 14:45 319 1392 297 1147 2539 03:00 10 10 15:00 390 271 03:15 11 11 15:15 354 267 03:30 17 44 15:30 456 284 03:45 15 53 56 121 174 15:45 372 1572 320 1142 2714 04:00 13 30 16:00 469 305 04:15 16 33 16:15 415 220 04:30 24 54 16:30 491 123 04:45 26 79 87 204 283 16:45 467 1842 344 992 2834 05:00 44 85 17:00 577 280 05:15 49 94 17:15 420 308 05:30 88 161 17:30 393 297 05:45 90 271 232 572 843 17:45 379 1769 275 1160 2929 06:00 96 187 18:00 387 240 06:15 129 239 18:15 376 219 06:30 147 306 18:30 325 212 06:45 208 580 402 1134 1714 18:45 277 1365 194 865 2230 07:00 184 355 19:00 252 156 07:15 221 335 19:15 246 179 07:30 284 443 19:30 243 139 07:45 282 971 465 1598 2569 19:45 197 938 127 601 1539 08:00 274 388 20:00 223 130 08:15 264 375 20:15 229 103 08:30 243 356 20:30 204 91 08:45 279 1060 360 1479 2539 20:45 185 841 91 415 1256 09:00 244 328 21:00 157 93 09:15 203 354 21:15 143 75 09:30 243 281 21:30 140 88 09:45 240 930 317 1280 2210 21:45 97 537 55 311 848 10:00 222 304 22:00 100 53 10:15 239 300 22:15 86 35 10:30 218 313 22:30 80 46 10:45 264 943 323 1240 2183 22:45 72 338 45 179 517 11:00 267 309 23:00 81 27 11:15 263 293 23:15 56 21 11:30 306 310 23:30 46 31 11:45 339 1175 359 1271 2446 23:45 46 229 25 104 333 Total Vol.6245 9014 15259 13638 9539 23177 GPS Coordinates: NB SB EB WB Combined 19883 18553 38436 Split %40.9% 59.1%39.7%58.8%41.2%60.3% Peak Hour 11:45 07:30 07:30 16:30 12:15 16:45 Volume 1378 1671 2775 1955 1383 3086 P.H.F.0.90 0.90 0.93 0.85 0.91 0.90 PM Project#Tuesday, July 28, 2015 AM Daily Totals 15-1194-002 DAY 1 33.126475, -117.273804 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 26 26 12:00 329 313 00:15 14 14 12:15 315 337 00:30 21 16 12:30 358 339 00:45 14 75 12 68 143 12:45 325 1327 319 1308 2635 01:00 20 6 13:00 337 320 01:15 15 10 13:15 343 333 01:30 11 11 13:30 285 328 01:45 14 60 6 33 93 13:45 336 1301 296 1277 2578 02:00 12 8 14:00 320 306 02:15 10 13 14:15 338 257 02:30 8 14 14:30 350 281 02:45 10 40 10 45 85 14:45 342 1350 305 1149 2499 03:00 14 9 15:00 416 274 03:15 7 19 15:15 383 308 03:30 13 27 15:30 454 274 03:45 9 43 46 101 144 15:45 406 1659 249 1105 2764 04:00 19 34 16:00 463 265 04:15 12 39 16:15 405 267 04:30 21 58 16:30 514 296 04:45 29 81 85 216 297 16:45 461 1843 291 1119 2962 05:00 39 77 17:00 511 272 05:15 54 95 17:15 431 305 05:30 69 156 17:30 364 288 05:45 123 285 226 554 839 17:45 395 1701 278 1143 2844 06:00 88 178 18:00 393 238 06:15 117 238 18:15 359 236 06:30 151 315 18:30 332 206 06:45 219 575 436 1167 1742 18:45 288 1372 199 879 2251 07:00 184 369 19:00 250 166 07:15 235 343 19:15 209 200 07:30 262 436 19:30 239 155 07:45 250 931 495 1643 2574 19:45 201 899 144 665 1564 08:00 295 398 20:00 234 128 08:15 261 342 20:15 204 101 08:30 247 390 20:30 216 109 08:45 267 1070 377 1507 2577 20:45 185 839 100 438 1277 09:00 252 297 21:00 168 69 09:15 230 336 21:15 161 77 09:30 233 321 21:30 123 72 09:45 236 951 295 1249 2200 21:45 88 540 61 279 819 10:00 229 306 22:00 127 40 10:15 238 298 22:15 81 65 10:30 248 327 22:30 82 45 10:45 249 964 296 1227 2191 22:45 83 373 32 182 555 11:00 260 310 23:00 68 36 11:15 259 290 23:15 55 34 11:30 352 287 23:30 47 30 11:45 360 1231 339 1226 2457 23:45 48 218 22 122 340 Total Vol.6306 9036 15342 13422 9666 23088 GPS Coordinates: NB SB EB WB Combined 19728 18702 38430 Split %41.1% 58.9%39.9%58.1%41.9%60.1% Peak Hour 11:45 07:15 07:30 16:30 12:15 16:30 Volume 1362 1672 2739 1917 1315 3081 P.H.F.0.95 0.84 0.92 0.93 0.97 0.95 33.126475, -117.273804 AM PM Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Wednesday, July 29, 2015 15-1194-002 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 27 21 12:00 0 0 356 315 00:15 0 0 17 15 12:15 0 0 309 359 00:30 0 0 16 14 12:30 0 0 356 325 00:45 0 0 0 0 18 78 10 60 137 12:45 0 0 0 0 337 1357 322 1320 2677 01:00 0 0 21 8 13:00 0 0 358 344 01:15 0 0 16 7 13:15 0 0 356 313 01:30 0 0 14 9 13:30 0 0 311 330 01:45 0 0 0 0 16 66 8 31 97 13:45 0 0 0 0 341 1365 297 1284 2649 02:00 0 0 13 7 14:00 0 0 323 290 02:15 0 0 8 11 14:15 0 0 358 269 02:30 0 0 8 12 14:30 0 0 360 289 02:45 0 0 0 0 8 36 11 40 76 14:45 0 0 0 0 331 1371 301 1148 2519 03:00 0 0 12 10 15:00 0 0 403 273 03:15 0 0 9 15 15:15 0 0 369 288 03:30 0 0 15 36 15:30 0 0 455 279 03:45 0 0 0 0 12 48 51 111 159 15:45 0 0 0 0 389 1616 285 1124 2739 04:00 0 0 16 32 16:00 0 0 466 285 04:15 0 0 14 36 16:15 0 0 410 244 04:30 0 0 23 56 16:30 0 0 503 210 04:45 0 0 0 0 28 80 86 210 290 16:45 0 0 0 0 464 1843 318 1056 2898 05:00 0 0 42 81 17:00 0 0 544 276 05:15 0 0 52 95 17:15 0 0 426 307 05:30 0 0 79 159 17:30 0 0 379 293 05:45 0 0 0 0 107 278 229 563 841 17:45 0 0 0 0 387 1735 277 1152 2887 06:00 0 0 92 183 18:00 0 0 390 239 06:15 0 0 123 239 18:15 0 0 368 228 06:30 0 0 149 311 18:30 0 0 329 209 06:45 0 0 0 0 214 578 419 1151 1728 18:45 0 0 0 0 283 1369 197 872 2241 07:00 0 0 184 362 19:00 0 0 251 161 07:15 0 0 228 339 19:15 0 0 228 190 07:30 0 0 273 440 19:30 0 0 241 147 07:45 0 0 0 0 266 951 480 1621 2572 19:45 0 0 0 0 199 919 136 633 1552 08:00 0 0 285 393 20:00 0 0 229 129 08:15 0 0 263 359 20:15 0 0 217 102 08:30 0 0 245 373 20:30 0 0 210 100 08:45 0 0 0 0 273 1065 369 1493 2558 20:45 0 0 0 0 185 840 96 427 1267 09:00 0 0 248 313 21:00 0 0 163 81 09:15 0 0 217 345 21:15 0 0 152 76 09:30 0 0 238 301 21:30 0 0 132 80 09:45 0 0 0 0 238 941 306 1265 2205 21:45 0 0 0 0 93 539 58 295 834 10:00 0 0 226 305 22:00 0 0 114 47 10:15 0 0 239 299 22:15 0 0 84 50 10:30 0 0 233 320 22:30 0 0 81 46 10:45 0 0 0 0 257 954 310 1234 2187 22:45 0 0 0 0 78 356 39 181 536 11:00 0 0 264 310 23:00 0 0 75 32 11:15 0 0 261 292 23:15 0 0 56 28 11:30 0 0 329 299 23:30 0 0 47 31 11:45 0 0 0 0 350 1203 349 1249 2452 23:45 0 0 0 0 47 224 24 113 337 Total Vol.6276 9025 15301 13530 9603 23133 GPS Coordinates: NB SB Combined 19806 18628 38433 Split %41.0% 59.0%39.8%58.5%41.5%60.2% Peak Hour 11:45 07:30 07:30 16:30 12:15 16:30 Volume 1370 1671 2757 1936 1349 3046 P.H.F.0.96 0.87 0.92 0.89 0.94 0.93 Daily Totals 2-DAY AVERAGE 33.126475, -117.273804 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-002Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Tuesday, July 28, 2015 Wednesday, July 29, 2015 Palomar Airport RoadBetween Yarrow Drive and El Camino RealTuesday, July 28, 2015End Time 28-Jul1:00 AM 1312:00 AM 1003:00 AM 674:00 AM 1745:00 AM 2836:00 AM 8437:00 AM 1,7148:00 AM 2,5699:00 AM 2,53910:00 AM 2,21011:00 AM 2,18312:00 PM 2,4461:00 PM 2,7192:00 PM 2,7193:00 PM 2,5394:00 PM 2,7145:00 PM 2,8346:00 PM 2,9297:00 PM 2,2308:00 PM 1,5399:00 PM 1,25610:00 PM 84811:00 PM 51712:00 AM333Total 3843605001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Yarrow Drive and El Camino RealWednesday, July 29, 2015End Time 29-Jul1:00 AM 1432:00 AM 933:00 AM 854:00 AM 1445:00 AM 2976:00 AM 8397:00 AM 1,7428:00 AM 2,5749:00 AM 2,57710:00 AM 2,20011:00 AM 2,19112:00 PM 2,4571:00 PM 2,6352:00 PM 2,5783:00 PM 2,4994:00 PM 2,7645:00 PM 2,9626:00 PM 2,8447:00 PM 2,2518:00 PM 1,5649:00 PM 1,27710:00 PM 81911:00 PM 55512:00 AM340Total 3843005001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 28 25 12:00 445 418 00:15 21 24 12:15 414 433 00:30 14 21 12:30 422 399 00:45 16 79 14 84 163 12:45 455 1736 383 1633 3369 01:00 13 16 13:00 466 385 01:15 8 13 13:15 396 345 01:30 5 8 13:30 388 352 01:45 9 35 11 48 83 13:45 385 1635 355 1437 3072 02:00 6 10 14:00 341 363 02:15 3 7 14:15 455 325 02:30 2 4 14:30 414 345 02:45 5 16 8 29 45 14:45 415 1625 344 1377 3002 03:00 4 5 15:00 455 375 03:15 7 9 15:15 452 385 03:30 4 6 15:30 555 366 03:45 8 23 16 36 59 15:45 547 2009 411 1537 3546 04:00 5 20 16:00 536 422 04:15 19 54 16:15 522 428 04:30 54 75 16:30 541 433 04:45 41 119 89 238 357 16:45 601 2200 418 1701 3901 05:00 45 128 17:00 678 455 05:15 88 196 17:15 688 450 05:30 85 322 17:30 674 417 05:45 133 351 341 987 1338 17:45 522 2562 455 1777 4339 06:00 154 388 18:00 547 396 06:15 185 435 18:15 485 355 06:30 199 461 18:30 396 325 06:45 244 782 505 1789 2571 18:45 388 1816 258 1334 3150 07:00 296 505 19:00 385 244 07:15 344 578 19:15 325 241 07:30 341 591 19:30 285 214 07:45 422 1403 578 2252 3655 19:45 255 1250 185 884 2134 08:00 396 586 20:00 214 166 08:15 388 594 20:15 214 139 08:30 385 535 20:30 245 133 08:45 344 1513 549 2264 3777 20:45 252 925 120 558 1483 09:00 341 537 21:00 141 100 09:15 345 524 21:15 152 104 09:30 369 446 21:30 139 87 09:45 363 1418 388 1895 3313 21:45 133 565 85 376 941 10:00 325 352 22:00 120 60 10:15 285 411 22:15 104 65 10:30 277 422 22:30 85 59 10:45 278 1165 411 1596 2761 22:45 77 386 50 234 620 11:00 296 396 23:00 70 54 11:15 299 388 23:15 75 41 11:30 285 385 23:30 59 28 11:45 311 1191 345 1514 2705 23:45 60 264 26 149 413 Total Vol.8095 12732 20827 16973 12997 29970 GPS Coordinates: NB SB EB WB Combined 25068 25729 50797 Split %38.9% 61.1%41.0%56.6%43.4%59.0% Peak Hour 11:45 07:30 07:30 16:45 17:00 16:45 Volume 1592 2349 3896 2641 1777 4381 P.H.F.0.89 0.99 0.97 0.96 0.98 0.96 PM Project# Innovation Way Wednesday, July 29, 2015 AM Daily Totals 15-1194-003 DAY 1 33.130000, -117.264886 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. El Camino Real & Loker Ave. W/ Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 41 39 12:00 396 439 00:15 29 33 12:15 388 333 00:30 33 30 12:30 341 385 00:45 30 133 21 123 256 12:45 411 1536 341 1498 3034 01:00 25 14 13:00 422 422 01:15 24 8 13:15 396 454 01:30 21 5 13:30 388 485 01:45 14 84 7 34 118 13:45 344 1550 385 1746 3296 02:00 16 4 14:00 341 374 02:15 13 8 14:15 485 345 02:30 8 16 14:30 499 396 02:45 11 48 11 39 87 14:45 487 1812 385 1500 3312 03:00 10 10 15:00 522 341 03:15 14 14 15:15 541 341 03:30 24 24 15:30 542 411 03:45 41 89 41 89 178 15:45 586 2191 425 1518 3709 04:00 45 45 16:00 586 455 04:15 58 89 16:15 559 417 04:30 59 99 16:30 682 423 04:45 63 225 128 361 586 16:45 625 2452 433 1728 4180 05:00 87 185 17:00 698 396 05:15 85 166 17:15 674 388 05:30 89 241 17:30 674 455 05:45 133 394 296 888 1282 17:45 505 2551 411 1650 4201 06:00 158 322 18:00 453 423 06:15 188 411 18:15 453 396 06:30 174 455 18:30 396 388 06:45 245 765 505 1693 2458 18:45 355 1657 325 1532 3189 07:00 304 522 19:00 385 252 07:15 305 566 19:15 285 214 07:30 304 565 19:30 244 185 07:45 371 1284 547 2200 3484 19:45 241 1155 166 817 1972 08:00 384 544 20:00 214 136 08:15 423 499 20:15 185 133 08:30 356 487 20:30 166 120 08:45 348 1511 416 1946 3457 20:45 154 719 104 493 1212 09:00 312 439 21:00 147 108 09:15 304 399 21:15 141 85 09:30 341 385 21:30 152 60 09:45 328 1285 355 1578 2863 21:45 128 568 65 318 886 10:00 289 352 22:00 133 58 10:15 288 344 22:15 130 54 10:30 274 345 22:30 128 41 10:45 296 1147 352 1393 2540 22:45 87 478 42 195 673 11:00 311 369 23:00 85 21 11:15 341 355 23:15 60 29 11:30 322 374 23:30 65 33 11:45 289 1263 377 1475 2738 23:45 59 269 30 113 382 Total Vol.8228 11819 20047 16938 13108 30046 GPS Coordinates: NB SB EB WB Combined 25166 24927 50093 Split %41.0% 59.0%40.0%56.4%43.6%60.0% Peak Hour 07:45 07:15 07:30 16:30 13:00 16:45 Volume 1534 2222 3637 2679 1746 4343 P.H.F.0.91 0.98 0.98 0.96 0.90 0.96 33.130000, -117.264886 AM PM Project# Palomar Airport Rd. btwn. El Camino Real & Loker Ave. W/ Thursday, July 30, 2015 15-1194-003 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 35 32 12:00 0 0 421 429 00:15 0 0 25 29 12:15 0 0 401 383 00:30 0 0 24 26 12:30 0 0 382 392 00:45 0 0 0 0 23 106 18 104 210 12:45 0 0 0 0 433 1636 362 1566 3202 01:00 0 0 19 15 13:00 0 0 444 404 01:15 0 0 16 11 13:15 0 0 396 400 01:30 0 0 13 7 13:30 0 0 388 419 01:45 0 0 0 0 12 60 9 41 101 13:45 0 0 0 0 365 1593 370 1592 3184 02:00 0 0 11 7 14:00 0 0 341 369 02:15 0 0 8 8 14:15 0 0 470 335 02:30 0 0 5 10 14:30 0 0 457 371 02:45 0 0 0 0 8 32 10 34 66 14:45 0 0 0 0 451 1719 365 1439 3157 03:00 0 0 7 8 15:00 0 0 489 358 03:15 0 0 11 12 15:15 0 0 497 363 03:30 0 0 14 15 15:30 0 0 549 389 03:45 0 0 0 0 25 56 29 63 119 15:45 0 0 0 0 567 2100 418 1528 3628 04:00 0 0 25 33 16:00 0 0 561 439 04:15 0 0 39 72 16:15 0 0 541 423 04:30 0 0 57 87 16:30 0 0 612 428 04:45 0 0 0 0 52 172 109 300 472 16:45 0 0 0 0 613 2326 426 1715 4041 05:00 0 0 66 157 17:00 0 0 688 426 05:15 0 0 87 181 17:15 0 0 681 419 05:30 0 0 87 282 17:30 0 0 674 436 05:45 0 0 0 0 133 373 319 938 1310 17:45 0 0 0 0 514 2557 433 1714 4270 06:00 0 0 156 355 18:00 0 0 500 410 06:15 0 0 187 423 18:15 0 0 469 376 06:30 0 0 187 458 18:30 0 0 396 357 06:45 0 0 0 0 245 774 505 1741 2515 18:45 0 0 0 0 372 1737 292 1433 3170 07:00 0 0 300 514 19:00 0 0 385 248 07:15 0 0 325 572 19:15 0 0 305 228 07:30 0 0 323 578 19:30 0 0 265 200 07:45 0 0 0 0 397 1344 563 2226 3570 19:45 0 0 0 0 248 1203 176 851 2053 08:00 0 0 390 565 20:00 0 0 214 151 08:15 0 0 406 547 20:15 0 0 200 136 08:30 0 0 371 511 20:30 0 0 206 127 08:45 0 0 0 0 346 1512 483 2105 3617 20:45 0 0 0 0 203 822 112 526 1348 09:00 0 0 327 488 21:00 0 0 144 104 09:15 0 0 325 462 21:15 0 0 147 95 09:30 0 0 355 416 21:30 0 0 146 74 09:45 0 0 0 0 346 1352 372 1737 3088 21:45 0 0 0 0 131 567 75 347 914 10:00 0 0 307 352 22:00 0 0 127 59 10:15 0 0 287 378 22:15 0 0 117 60 10:30 0 0 276 384 22:30 0 0 107 50 10:45 0 0 0 0 287 1156 382 1495 2651 22:45 0 0 0 0 82 432 46 215 647 11:00 0 0 304 383 23:00 0 0 78 38 11:15 0 0 320 372 23:15 0 0 68 35 11:30 0 0 304 380 23:30 0 0 62 31 11:45 0 0 0 0 300 1227 361 1495 2722 23:45 0 0 0 0 60 267 28 131 398 Total Vol.8162 12276 20437 16956 13053 30008 GPS Coordinates: NB SB Combined 25117 25328 50445 Split %39.9% 60.1%40.5%56.5%43.5%59.5% Peak Hour 07:45 07:15 07:30 16:45 16:00 16:45 Volume 1563 2278 3767 2656 1715 4362 P.H.F.0.96 0.99 0.98 0.97 0.98 0.98 Daily Totals 2-DAY AVERAGE 33.130000, -117.264886 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-003Project# Palomar Airport Rd. btwn. El Camino Real & Loker Ave. W/ Wednesday, July 29, 2015 Thursday, July 30, 2015 Palomar Airport RoadBetween El Camino Real and Loker Avenue (W)Wednesday, July 29, 2015End Time 29-Jul1:00 AM 1632:00 AM 833:00 AM 454:00 AM 595:00 AM 3576:00 AM 1,3387:00 AM 2,5718:00 AM 3,6559:00 AM 3,77710:00 AM 3,31311:00 AM 2,76112:00 PM 2,7051:00 PM 3,3692:00 PM 3,0723:00 PM 3,0024:00 PM 3,5465:00 PM 3,9016:00 PM 4,3397:00 PM 3,1508:00 PM 2,1349:00 PM 1,48310:00 PM 94111:00 PM 62012:00 AM413Total 5079705001,0001,5002,0002,5003,0003,5004,0004,5005,000Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween El Camino Real and Loker Avenue (W)Thursday, July 30, 2015End Time 30-Jul1:00 AM 2562:00 AM 1183:00 AM 874:00 AM 1785:00 AM 5866:00 AM 1,2827:00 AM 2,4588:00 AM 3,4849:00 AM 3,45710:00 AM 2,86311:00 AM 2,54012:00 PM 2,7381:00 PM 3,0342:00 PM 3,2963:00 PM 3,3124:00 PM 3,7095:00 PM 4,1806:00 PM 4,2017:00 PM 3,1898:00 PM 1,9729:00 PM 1,21210:00 PM 88611:00 PM 67312:00 AM382Total 5009305001,0001,5002,0002,5003,0003,5004,0004,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 15 11 12:00 245 232 00:15 7 8 12:15 234 199 00:30 9 14 12:30 229 163 00:45 7 38 13 46 84 12:45 249 957 226 820 1777 01:00 8 11 13:00 233 188 01:15 8 5 13:15 238 184 01:30 7 4 13:30 227 183 01:45 4 27 10 30 57 13:45 219 917 170 725 1642 02:00 1 8 14:00 268 183 02:15 4 10 14:15 254 219 02:30 6 9 14:30 324 221 02:45 4 15 10 37 52 14:45 327 1173 172 795 1968 03:00 4 11 15:00 318 212 03:15 3 12 15:15 306 221 03:30 4 35 15:30 358 229 03:45 9 20 48 106 126 15:45 362 1344 248 910 2254 04:00 6 22 16:00 409 231 04:15 5 44 16:15 378 274 04:30 4 61 16:30 441 306 04:45 11 26 83 210 236 16:45 379 1607 259 1070 2677 05:00 14 65 17:00 422 322 05:15 23 118 17:15 439 302 05:30 26 198 17:30 411 228 05:45 34 97 318 699 796 17:45 335 1607 241 1093 2700 06:00 40 167 18:00 330 229 06:15 50 250 18:15 254 202 06:30 112 291 18:30 220 231 06:45 129 331 344 1052 1383 18:45 177 981 189 851 1832 07:00 146 292 19:00 169 148 07:15 137 322 19:15 144 140 07:30 154 400 19:30 145 139 07:45 220 657 407 1421 2078 19:45 136 594 131 558 1152 08:00 184 288 20:00 118 97 08:15 209 360 20:15 118 110 08:30 164 349 20:30 119 83 08:45 204 761 276 1273 2034 20:45 77 432 88 378 810 09:00 195 248 21:00 95 79 09:15 199 250 21:15 94 62 09:30 170 267 21:30 70 70 09:45 183 747 299 1064 1811 21:45 54 313 60 271 584 10:00 172 220 22:00 79 54 10:15 149 281 22:15 53 63 10:30 175 221 22:30 45 34 10:45 189 685 213 935 1620 22:45 48 225 21 172 397 11:00 201 238 23:00 40 28 11:15 179 216 23:15 29 29 11:30 204 231 23:30 25 19 11:45 251 835 237 922 1757 23:45 23 117 17 93 210 Total Vol.4239 7795 12034 10267 7736 18003 GPS Coordinates: NB SB EB WB Combined 14506 15531 30037 Split %35.2% 64.8%40.1%57.0%43.0%59.9% Peak Hour 11:45 07:30 07:30 16:30 16:30 16:30 Volume 959 1455 2222 1681 1189 2870 P.H.F.0.96 0.89 0.89 0.95 0.92 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo PM Project#Wednesday, July 29, 2015 AM Daily Totals 15-1194-004 DAY 1 33.129387, -117.242264 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 22 12 12:00 293 213 00:15 13 13 12:15 276 198 00:30 8 23 12:30 232 216 00:45 13 56 8 56 112 12:45 288 1089 209 836 1925 01:00 9 6 13:00 279 201 01:15 12 8 13:15 287 164 01:30 10 10 13:30 275 174 01:45 1 32 8 32 64 13:45 230 1071 184 723 1794 02:00 6 8 14:00 278 187 02:15 7 9 14:15 283 204 02:30 3 8 14:30 387 183 02:45 5 21 8 33 54 14:45 296 1244 210 784 2028 03:00 4 11 15:00 350 202 03:15 3 16 15:15 373 211 03:30 2 40 15:30 390 220 03:45 11 20 35 102 122 15:45 360 1473 254 887 2360 04:00 8 29 16:00 410 200 04:15 5 35 16:15 440 220 04:30 9 56 16:30 398 243 04:45 13 35 82 202 237 16:45 396 1644 242 905 2549 05:00 16 80 17:00 426 321 05:15 18 109 17:15 422 302 05:30 31 184 17:30 486 232 05:45 44 109 327 700 809 17:45 417 1751 254 1109 2860 06:00 31 182 18:00 325 225 06:15 61 247 18:15 308 219 06:30 78 309 18:30 316 229 06:45 139 309 337 1075 1384 18:45 281 1230 201 874 2104 07:00 138 269 19:00 252 212 07:15 141 336 19:15 226 152 07:30 130 369 19:30 204 172 07:45 183 592 406 1380 1972 19:45 184 866 141 677 1543 08:00 171 381 20:00 182 140 08:15 170 314 20:15 169 105 08:30 221 316 20:30 150 103 08:45 198 760 336 1347 2107 20:45 142 643 58 406 1049 09:00 224 258 21:00 155 77 09:15 200 221 21:15 126 67 09:30 162 270 21:30 102 64 09:45 185 771 242 991 1762 21:45 116 499 63 271 770 10:00 177 227 22:00 98 52 10:15 172 223 22:15 75 39 10:30 192 216 22:30 88 23 10:45 200 741 213 879 1620 22:45 92 353 33 147 500 11:00 233 193 23:00 85 33 11:15 229 225 23:15 52 25 11:30 208 203 23:30 29 16 11:45 271 941 216 837 1778 23:45 30 196 13 87 283 Total Vol.4387 7634 12021 12059 7706 19765 GPS Coordinates: NB SB EB WB Combined 16446 15340 31786 Split %36.5% 63.5%37.8%61.0%39.0%62.2% Peak Hour 11:45 07:15 07:45 17:00 17:00 17:00 Volume 1072 1492 2162 1751 1109 2860 P.H.F.0.91 0.92 0.92 0.90 0.86 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.129387, -117.242264 AM PM Project# Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo Thursday, July 30, 2015 15-1194-004 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 19 12 12:00 0 0 269 223 00:15 0 0 10 11 12:15 0 0 255 199 00:30 0 0 9 19 12:30 0 0 231 190 00:45 0 0 0 0 10 47 11 51 98 12:45 0 0 0 0 269 1023 218 828 1851 01:00 0 0 9 9 13:00 0 0 256 195 01:15 0 0 10 7 13:15 0 0 263 174 01:30 0 0 9 7 13:30 0 0 251 179 01:45 0 0 0 0 3 30 9 31 61 13:45 0 0 0 0 225 994 177 724 1718 02:00 0 0 4 8 14:00 0 0 273 185 02:15 0 0 6 10 14:15 0 0 269 212 02:30 0 0 5 9 14:30 0 0 356 202 02:45 0 0 0 0 5 18 9 35 53 14:45 0 0 0 0 312 1209 191 790 1998 03:00 0 0 4 11 15:00 0 0 334 207 03:15 0 0 3 14 15:15 0 0 340 216 03:30 0 0 3 38 15:30 0 0 374 225 03:45 0 0 0 0 10 20 42 104 124 15:45 0 0 0 0 361 1409 251 899 2307 04:00 0 0 7 26 16:00 0 0 410 216 04:15 0 0 5 40 16:15 0 0 409 247 04:30 0 0 7 59 16:30 0 0 420 275 04:45 0 0 0 0 12 31 83 206 237 16:45 0 0 0 0 388 1626 251 988 2613 05:00 0 0 15 73 17:00 0 0 424 322 05:15 0 0 21 114 17:15 0 0 431 302 05:30 0 0 29 191 17:30 0 0 449 230 05:45 0 0 0 0 39 103 323 700 803 17:45 0 0 0 0 376 1679 248 1101 2780 06:00 0 0 36 175 18:00 0 0 328 227 06:15 0 0 56 249 18:15 0 0 281 211 06:30 0 0 95 300 18:30 0 0 268 230 06:45 0 0 0 0 134 320 341 1064 1384 18:45 0 0 0 0 229 1106 195 863 1968 07:00 0 0 142 281 19:00 0 0 211 180 07:15 0 0 139 329 19:15 0 0 185 146 07:30 0 0 142 385 19:30 0 0 175 156 07:45 0 0 0 0 202 625 407 1401 2025 19:45 0 0 0 0 160 730 136 618 1348 08:00 0 0 178 335 20:00 0 0 150 119 08:15 0 0 190 337 20:15 0 0 144 108 08:30 0 0 193 333 20:30 0 0 135 93 08:45 0 0 0 0 201 761 306 1310 2071 20:45 0 0 0 0 110 538 73 392 930 09:00 0 0 210 253 21:00 0 0 125 78 09:15 0 0 200 236 21:15 0 0 110 65 09:30 0 0 166 269 21:30 0 0 86 67 09:45 0 0 0 0 184 759 271 1028 1787 21:45 0 0 0 0 85 406 62 271 677 10:00 0 0 175 224 22:00 0 0 89 53 10:15 0 0 161 252 22:15 0 0 64 51 10:30 0 0 184 219 22:30 0 0 67 29 10:45 0 0 0 0 195 713 213 907 1620 22:45 0 0 0 0 70 289 27 160 449 11:00 0 0 217 216 23:00 0 0 63 31 11:15 0 0 204 221 23:15 0 0 41 27 11:30 0 0 206 217 23:30 0 0 27 18 11:45 0 0 0 0 261 888 227 880 1768 23:45 0 0 0 0 27 157 15 90 247 Total Vol.4313 7715 12028 11163 7721 18884 GPS Coordinates: NB SB Combined 15476 15436 30912 Split %35.9% 64.1%38.9%59.1%40.9%61.1% Peak Hour 11:45 07:30 07:30 16:45 16:30 16:30 Volume 1016 1463 2173 1691 1149 2810 P.H.F.0.94 0.90 0.89 0.94 0.89 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-004Project# Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo Wednesday, July 29, 2015 Thursday, July 30, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.129387, -117.242264 Palomar Airport RoadBetween Melrose Drive and Paseo ValindoWednesday, July 29, 2015End Time 29-Jul1:00 AM 842:00 AM 573:00 AM 524:00 AM 1265:00 AM 2366:00 AM 7967:00 AM 1,3838:00 AM 2,0789:00 AM 2,03410:00 AM 1,81111:00 AM 1,62012:00 PM 1,7571:00 PM 1,7772:00 PM 1,6423:00 PM 1,9684:00 PM 2,2545:00 PM 2,6776:00 PM 2,7007:00 PM 1,8328:00 PM 1,1529:00 PM 81010:00 PM 58411:00 PM 39712:00 AM210Total 3003705001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Melrose Drive and Paseo ValindoThursday, July 30, 2015End Time 30-Jul1:00 AM 1122:00 AM 643:00 AM 544:00 AM 1225:00 AM 2376:00 AM 8097:00 AM 1,3848:00 AM 1,9729:00 AM 2,10710:00 AM 1,76211:00 AM 1,62012:00 PM 1,7781:00 PM 1,9252:00 PM 1,7943:00 PM 2,0284:00 PM 2,3605:00 PM 2,5496:00 PM 2,8607:00 PM 2,1048:00 PM 1,5439:00 PM 1,04910:00 PM 77011:00 PM 50012:00 AM283Total 3178605001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 21 19 12:00 269 247 00:15 25 13 12:15 285 285 00:30 21 11 12:30 277 266 00:45 14 81 10 53 134 12:45 274 1105 263 1061 2166 01:00 16 14 13:00 285 239 01:15 13 7 13:15 263 255 01:30 9 4 13:30 266 277 01:45 6 44 8 33 77 13:45 263 1077 274 1045 2122 02:00 3 5 14:00 239 228 02:15 5 9 14:15 233 263 02:30 2 6 14:30 311 239 02:45 5 15 3 23 38 14:45 341 1124 266 996 2120 03:00 8 5 15:00 344 258 03:15 5 8 15:15 301 277 03:30 7 5 15:30 285 280 03:45 11 31 16 34 65 15:45 348 1278 287 1102 2380 04:00 10 20 16:00 345 294 04:15 14 24 16:15 329 298 04:30 16 41 16:30 323 268 04:45 20 60 42 127 187 16:45 315 1312 260 1120 2432 05:00 25 45 17:00 345 279 05:15 54 59 17:15 337 276 05:30 41 136 17:30 334 216 05:45 56 176 166 406 582 17:45 282 1298 210 981 2279 06:00 60 136 18:00 218 208 06:15 87 184 18:15 204 205 06:30 126 288 18:30 174 214 06:45 124 397 282 890 1287 18:45 185 781 185 812 1593 07:00 147 318 19:00 166 166 07:15 140 326 19:15 139 139 07:30 134 341 19:30 133 133 07:45 178 599 371 1356 1955 19:45 120 558 128 566 1124 08:00 181 288 20:00 120 124 08:15 182 274 20:15 141 111 08:30 207 275 20:30 136 104 08:45 215 785 266 1103 1888 20:45 133 530 85 424 954 09:00 178 244 21:00 131 86 09:15 159 247 21:15 128 60 09:30 161 252 21:30 111 65 09:45 154 652 208 951 1603 21:45 104 474 54 265 739 10:00 214 241 22:00 85 75 10:15 222 205 22:15 60 50 10:30 208 203 22:30 69 54 10:45 214 858 223 872 1730 22:45 60 274 41 220 494 11:00 242 232 23:00 28 42 11:15 236 258 23:15 24 29 11:30 228 244 23:30 41 22 11:45 214 920 245 979 1899 23:45 42 135 28 121 256 Total Vol.4618 6827 11445 9946 8713 18659 GPS Coordinates: NB SB EB WB Combined 14564 15540 30104 Split %40.3%59.7%38.0%53.3%46.7%62.0% Peak Hour 11:45 07:00 11:45 15:45 15:30 15:45 Volume 1045 1356 2088 1345 1159 2492 P.H.F.0.92 0.91 0.92 0.97 0.97 0.97 PM Project#Tuesday, July 14, 2015 AM Daily Totals 15-1194-005 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Plaza Dr. & Marron Rd. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 21 12:00 269 245 00:15 20 14 12:15 258 263 00:30 21 17 12:30 244 266 00:45 14 84 19 71 155 12:45 275 1046 258 1032 2078 01:00 16 13 13:00 285 244 01:15 13 13 13:15 266 241 01:30 9 13 13:30 296 239 01:45 6 44 11 50 94 13:45 288 1135 211 935 2070 02:00 3 10 14:00 198 214 02:15 2 7 14:15 217 185 02:30 5 4 14:30 282 252 02:45 4 14 8 29 43 14:45 263 960 222 873 1833 03:00 7 5 15:00 269 236 03:15 4 9 15:15 287 258 03:30 8 16 15:30 295 244 03:45 5 24 9 39 63 15:45 315 1166 275 1013 2179 04:00 9 13 16:00 334 285 04:15 16 21 16:15 331 296 04:30 20 25 16:30 353 266 04:45 24 69 54 113 182 16:45 328 1346 214 1061 2407 05:00 41 75 17:00 315 263 05:15 45 85 17:15 331 239 05:30 69 133 17:30 312 233 05:45 66 221 154 447 668 17:45 331 1289 214 949 2238 06:00 85 152 18:00 315 244 06:15 88 185 18:15 248 241 06:30 123 280 18:30 277 218 06:45 121 417 266 883 1300 18:45 278 1118 185 888 2006 07:00 144 267 19:00 214 196 07:15 137 307 19:15 185 166 07:30 131 318 19:30 166 154 07:45 178 590 344 1236 1826 19:45 139 704 147 663 1367 08:00 175 307 20:00 130 141 08:15 204 266 20:15 125 122 08:30 212 297 20:30 154 120 08:45 198 789 280 1150 1939 20:45 147 556 104 487 1043 09:00 231 288 21:00 141 85 09:15 175 258 21:15 122 60 09:30 166 233 21:30 104 77 09:45 154 726 241 1020 1746 21:45 85 452 70 292 744 10:00 147 214 22:00 80 75 10:15 174 185 22:15 87 59 10:30 185 199 22:30 75 60 10:45 199 705 214 812 1517 22:45 50 292 54 248 540 11:00 196 208 23:00 54 41 11:15 166 206 23:15 41 42 11:30 214 233 23:30 42 29 11:45 222 798 217 864 1662 23:45 29 166 30 142 308 Total Vol.4481 6714 11195 10230 8583 18813 GPS Coordinates: NB SB EB WB Combined 14711 15297 30008 Split %40.0%60.0%37.3%54.4%45.6%62.7% Peak Hour 11:45 07:15 11:45 16:00 15:45 15:45 Volume 993 1276 1984 1346 1122 2455 P.H.F.0.92 0.93 0.95 0.95 0.95 0.98 0 AM PM Project# El Camino Real btwn. Plaza Dr. & Marron Rd. Wednesday, July 15, 2015 15-1194-005 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 25 20 0 0 12:00 269 246 0 0 00:15 23 14 0 0 12:15 272 274 0 0 00:30 21 14 0 0 12:30 261 266 0 0 00:45 14 83 15 62 0 0 0 0 145 12:45 275 1076 261 1047 0 0 0 0 2122 01:00 16 14 0 0 13:00 285 242 0 0 01:15 13 10 0 0 13:15 265 248 0 0 01:30 9 9 0 0 13:30 281 258 0 0 01:45 6 44 10 42 0 0 0 0 86 13:45 276 1106 243 990 0 0 0 0 2096 02:00 3 8 0 0 14:00 219 221 0 0 02:15 4 8 0 0 14:15 225 224 0 0 02:30 4 5 0 0 14:30 297 246 0 0 02:45 5 15 6 26 0 0 0 0 41 14:45 302 1042 244 935 0 0 0 0 1977 03:00 8 5 0 0 15:00 307 247 0 0 03:15 5 9 0 0 15:15 294 268 0 0 03:30 8 11 0 0 15:30 290 262 0 0 03:45 8 28 13 37 0 0 0 0 64 15:45 332 1222 281 1058 0 0 0 0 2280 04:00 10 17 0 0 16:00 340 290 0 0 04:15 15 23 0 0 16:15 330 297 0 0 04:30 18 33 0 0 16:30 338 267 0 0 04:45 22 65 48 120 0 0 0 0 185 16:45 322 1329 237 1091 0 0 0 0 2420 05:00 33 60 0 0 17:00 330 271 0 0 05:15 50 72 0 0 17:15 334 258 0 0 05:30 55 135 0 0 17:30 323 225 0 0 05:45 61 199 160 427 0 0 0 0 625 17:45 307 1294 212 965 0 0 0 0 2259 06:00 73 144 0 0 18:00 267 226 0 0 06:15 88 185 0 0 18:15 226 223 0 0 06:30 125 284 0 0 18:30 226 216 0 0 06:45 123 407 274 887 0 0 0 0 1294 18:45 232 950 185 850 0 0 0 0 1800 07:00 146 293 0 0 19:00 190 181 0 0 07:15 139 317 0 0 19:15 162 153 0 0 07:30 133 330 0 0 19:30 150 144 0 0 07:45 178 595 358 1296 0 0 0 0 1891 19:45 130 631 138 615 0 0 0 0 1246 08:00 178 298 0 0 20:00 125 133 0 0 08:15 193 270 0 0 20:15 133 117 0 0 08:30 210 286 0 0 20:30 145 112 0 0 08:45 207 787 273 1127 0 0 0 0 1914 20:45 140 543 95 456 0 0 0 0 999 09:00 205 266 0 0 21:00 136 86 0 0 09:15 167 253 0 0 21:15 125 60 0 0 09:30 164 243 0 0 21:30 108 71 0 0 09:45 154 689 225 986 0 0 0 0 1675 21:45 95 463 62 279 0 0 0 0 742 10:00 181 228 0 0 22:00 83 75 0 0 10:15 198 195 0 0 22:15 74 55 0 0 10:30 197 201 0 0 22:30 72 57 0 0 10:45 207 782 219 842 0 0 0 0 1624 22:45 55 283 48 234 0 0 0 0 517 11:00 219 220 0 0 23:00 41 42 0 0 11:15 201 232 0 0 23:15 33 36 0 0 11:30 221 239 0 0 23:30 42 26 0 0 11:45 218 859 231 922 0 0 0 0 1781 23:45 36 151 29 132 0 0 0 0 282 Total Vol.4550 6771 11320 10088 8648 18736 GPS Coordinates: NB SB Combined 14638 15419 30056 Split %40.2%59.8%37.7%53.8%46.2%62.3% Peak Hour 11:45 07:15 11:45 15:45 15:45 15:45 Volume 1019 1301 2036 1339 1135 2474 P.H.F.0.94 0.91 0.93 0.99 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 15-1194-005Project# El Camino Real btwn. Plaza Dr. & Marron Rd. Tuesday, July 14, 2015 Wednesday, July 15, 2015 El Camino RealBetween Plaza Drive and Marron RoadTuesday, July 14, 2015End Time 14-Jul1:00 AM 1342:00 AM 773:00 AM 384:00 AM 655:00 AM 1876:00 AM 5827:00 AM 1,2878:00 AM 1,9559:00 AM 1,88810:00 AM 1,60311:00 AM 1,73012:00 PM 1,8991:00 PM 2,1662:00 PM 2,1223:00 PM 2,1204:00 PM 2,3805:00 PM 2,4326:00 PM 2,2797:00 PM 1,5938:00 PM 1,1249:00 PM 95410:00 PM 73911:00 PM 49412:00 AM256Total 3010405001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Plaza Drive and Marron RoadWednesday, July 15, 2015End Time 15-Jul1:00 AM 1552:00 AM 943:00 AM 434:00 AM 635:00 AM 1826:00 AM 6687:00 AM 1,3008:00 AM 1,8269:00 AM 1,93910:00 AM 1,74611:00 AM 1,51712:00 PM 1,6621:00 PM 2,0782:00 PM 2,0703:00 PM 1,8334:00 PM 2,1795:00 PM 2,4076:00 PM 2,2387:00 PM 2,0068:00 PM 1,3679:00 PM 1,04310:00 PM 74411:00 PM 54012:00 AM308Total 3000805001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 10 12:00 229 151 00:15 16 5 12:15 263 191 00:30 13 7 12:30 258 211 00:45 8 56 11 33 89 12:45 244 994 205 758 1752 01:00 5 6 13:00 241 208 01:15 9 8 13:15 236 237 01:30 6 6 13:30 258 210 01:45 3 23 4 24 47 13:45 296 1031 204 859 1890 02:00 2 2 14:00 299 195 02:15 5 2 14:15 301 223 02:30 2 6 14:30 325 265 02:45 4 13 3 13 26 14:45 257 1182 389 1072 2254 03:00 1 6 15:00 285 197 03:15 5 12 15:15 263 229 03:30 2 14 15:30 296 211 03:45 6 14 26 58 72 15:45 322 1166 171 808 1974 04:00 3 13 16:00 341 159 04:15 2 17 16:15 345 206 04:30 5 39 16:30 352 219 04:45 8 18 75 144 162 16:45 369 1407 202 786 2193 05:00 16 41 17:00 444 199 05:15 20 77 17:15 411 224 05:30 24 68 17:30 424 181 05:45 25 85 73 259 344 17:45 450 1729 193 797 2526 06:00 24 99 18:00 296 135 06:15 41 94 18:15 299 143 06:30 42 216 18:30 285 152 06:45 45 152 341 750 902 18:45 277 1157 119 549 1706 07:00 50 306 19:00 214 136 07:15 85 414 19:15 185 115 07:30 133 496 19:30 163 100 07:45 131 399 543 1759 2158 19:45 139 701 108 459 1160 08:00 154 384 20:00 133 84 08:15 154 424 20:15 120 82 08:30 147 361 20:30 104 58 08:45 141 596 270 1439 2035 20:45 85 442 57 281 723 09:00 152 179 21:00 86 59 09:15 139 162 21:15 60 53 09:30 166 157 21:30 65 34 09:45 154 611 178 676 1287 21:45 54 265 26 172 437 10:00 147 142 22:00 41 27 10:15 185 156 22:15 42 26 10:30 188 152 22:30 29 24 10:45 189 709 184 634 1343 22:45 30 142 15 92 234 11:00 185 144 23:00 32 21 11:15 214 186 23:15 28 10 11:30 222 196 23:30 24 13 11:45 204 825 167 693 1518 23:45 21 105 18 62 167 Total Vol.3501 6482 9983 10321 6695 17016 GPS Coordinates: NB SB EB WB Combined 13822 13177 26999 Split %35.1%64.9%37.0%60.7%39.3%63.0% Peak Hour 11:45 07:30 07:30 17:00 14:30 17:00 Volume 954 1847 2419 1729 1080 2526 P.H.F.0.91 0.85 0.90 0.96 0.69 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Tamarack Ave. & Kelly Dr. PM Project#Wednesday, September 16, 2015 AM Daily Totals 15-1194-006 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 22 7 12:00 245 173 00:15 20 4 12:15 266 219 00:30 21 8 12:30 263 223 00:45 14 77 3 22 99 12:45 258 1032 228 843 1875 01:00 16 8 13:00 244 257 01:15 13 3 13:15 241 234 01:30 9 4 13:30 236 267 01:45 6 44 1 16 60 13:45 258 979 216 974 1953 02:00 3 4 14:00 244 169 02:15 2 4 14:15 285 197 02:30 5 3 14:30 296 257 02:45 2 12 2 13 25 14:45 303 1128 315 938 2066 03:00 4 6 15:00 302 219 03:15 1 13 15:15 325 208 03:30 5 20 15:30 364 183 03:45 2 12 28 67 79 15:45 361 1352 156 766 2118 04:00 6 4 16:00 376 187 04:15 3 14 16:15 389 183 04:30 2 32 16:30 383 175 04:45 5 16 78 128 144 16:45 345 1493 210 755 2248 05:00 9 44 17:00 331 199 05:15 16 87 17:15 361 180 05:30 20 63 17:30 345 194 05:45 29 74 91 285 359 17:45 431 1468 177 750 2218 06:00 33 41 18:00 374 178 06:15 30 115 18:15 345 150 06:30 20 195 18:30 285 160 06:45 39 122 342 693 815 18:45 241 1245 157 645 1890 07:00 60 301 19:00 214 136 07:15 35 483 19:15 152 116 07:30 70 529 19:30 133 122 07:45 148 313 584 1897 2210 19:45 130 629 83 457 1086 08:00 151 404 20:00 128 80 08:15 172 388 20:15 87 103 08:30 137 311 20:30 106 78 08:45 186 646 249 1352 1998 20:45 103 424 64 325 749 09:00 137 132 21:00 104 82 09:15 181 164 21:15 85 87 09:30 166 200 21:30 66 41 09:45 152 636 217 713 1349 21:45 60 315 49 259 574 10:00 149 181 22:00 65 40 10:15 166 197 22:15 54 33 10:30 161 173 22:30 41 30 10:45 154 630 174 725 1355 22:45 42 202 25 128 330 11:00 178 164 23:00 29 15 11:15 185 183 23:15 33 16 11:30 214 175 23:30 30 13 11:45 229 806 189 711 1517 23:45 32 124 16 60 184 Total Vol.3388 6622 10010 10391 6900 17291 GPS Coordinates: NB SB EB WB Combined 13779 13522 27301 Split %33.8%66.2%36.7%60.1%39.9%63.3% Peak Hour 11:45 07:15 07:30 17:15 14:30 16:00 Volume 1003 2000 2446 1511 999 2248 P.H.F.0.94 0.86 0.84 0.88 0.79 0.98 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. Thursday, September 17, 2015 15-1194-006 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 21 9 0 0 12:00 237 162 0 0 00:15 18 5 0 0 12:15 265 205 0 0 00:30 17 8 0 0 12:30 261 217 0 0 00:45 11 67 7 28 0 0 0 0 94 12:45 251 1013 217 801 0 0 0 0 1814 01:00 11 7 0 0 13:00 243 233 0 0 01:15 11 6 0 0 13:15 239 236 0 0 01:30 8 5 0 0 13:30 247 239 0 0 01:45 5 34 3 20 0 0 0 0 54 13:45 277 1005 210 917 0 0 0 0 1922 02:00 3 3 0 0 14:00 272 182 0 0 02:15 4 3 0 0 14:15 293 210 0 0 02:30 4 5 0 0 14:30 311 261 0 0 02:45 3 13 3 13 0 0 0 0 26 14:45 280 1155 352 1005 0 0 0 0 2160 03:00 3 6 0 0 15:00 294 208 0 0 03:15 3 13 0 0 15:15 294 219 0 0 03:30 4 17 0 0 15:30 330 197 0 0 03:45 4 13 27 63 0 0 0 0 76 15:45 342 1259 164 787 0 0 0 0 2046 04:00 5 9 0 0 16:00 359 173 0 0 04:15 3 16 0 0 16:15 367 195 0 0 04:30 4 36 0 0 16:30 368 197 0 0 04:45 7 17 77 136 0 0 0 0 153 16:45 357 1450 206 771 0 0 0 0 2221 05:00 13 43 0 0 17:00 388 199 0 0 05:15 18 82 0 0 17:15 386 202 0 0 05:30 22 66 0 0 17:30 385 188 0 0 05:45 27 80 82 272 0 0 0 0 352 17:45 441 1599 185 774 0 0 0 0 2372 06:00 29 70 0 0 18:00 335 157 0 0 06:15 36 105 0 0 18:15 322 147 0 0 06:30 31 206 0 0 18:30 285 156 0 0 06:45 42 137 342 722 0 0 0 0 859 18:45 259 1201 138 597 0 0 0 0 1798 07:00 55 304 0 0 19:00 214 136 0 0 07:15 60 449 0 0 19:15 169 116 0 0 07:30 102 513 0 0 19:30 148 111 0 0 07:45 140 356 564 1828 0 0 0 0 2184 19:45 135 665 96 458 0 0 0 0 1123 08:00 153 394 0 0 20:00 131 82 0 0 08:15 163 406 0 0 20:15 104 93 0 0 08:30 142 336 0 0 20:30 105 68 0 0 08:45 164 621 260 1396 0 0 0 0 2017 20:45 94 433 61 303 0 0 0 0 736 09:00 145 156 0 0 21:00 95 71 0 0 09:15 160 163 0 0 21:15 73 70 0 0 09:30 166 179 0 0 21:30 66 38 0 0 09:45 153 624 198 695 0 0 0 0 1318 21:45 57 290 38 216 0 0 0 0 506 10:00 148 162 0 0 22:00 53 34 0 0 10:15 176 177 0 0 22:15 48 30 0 0 10:30 175 163 0 0 22:30 35 27 0 0 10:45 172 670 179 680 0 0 0 0 1349 22:45 36 172 20 110 0 0 0 0 282 11:00 182 154 0 0 23:00 31 18 0 0 11:15 200 185 0 0 23:15 31 13 0 0 11:30 218 186 0 0 23:30 27 13 0 0 11:45 217 816 178 702 0 0 0 0 1518 23:45 27 115 17 61 0 0 0 0 176 Total Vol.3445 6552 9997 10356 6798 17154 GPS Coordinates: NB SB Combined 13801 13350 27150 Split %34.5%65.5%36.8%60.4%39.6%63.2% Peak Hour 11:45 07:15 07:30 17:00 14:30 17:00 Volume 979 1919 2433 1599 1040 2372 P.H.F.0.92 0.85 0.87 0.91 0.74 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-006Project# El Camino Real btwn. Tamarack Ave. & Kelly Dr. Wednesday, September 16, 2015 Thursday, September 17, 2015 AM PM Daily Totals 2-DAY AVERAGE 0 El Camino Real Between Tamarack Avenue and Kelly DriveWednesday, September 16, 2015End Time 16-Sep1:00 AM 892:00 AM 473:00 AM 264:00 AM 725:00 AM 1626:00 AM 3447:00 AM 9028:00 AM 2,1589:00 AM 2,03510:00 AM 1,28711:00 AM 1,34312:00 PM 1,5181:00 PM 1,7522:00 PM 1,8903:00 PM 2,2544:00 PM 1,9745:00 PM 2,1936:00 PM 2,5267:00 PM 1,7068:00 PM 1,1609:00 PM 72310:00 PM 43711:00 PM 23412:00 AM167Total 2699905001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot El Camino Real Between Tamarack Avenue and Kelly DriveThursday, September 17, 2015End Time 17-Sep1:00 AM 992:00 AM 603:00 AM 254:00 AM 795:00 AM 1446:00 AM 3597:00 AM 8158:00 AM 2,2109:00 AM 1,99810:00 AM 1,34911:00 AM 1,35512:00 PM 1,5171:00 PM 1,8752:00 PM 1,9533:00 PM 2,0664:00 PM 2,1185:00 PM 2,2486:00 PM 2,2187:00 PM 1,8908:00 PM 1,0869:00 PM 74910:00 PM 57411:00 PM 33012:00 AM184Total 2730105001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 MID-BLOCK COUNT SUMMARY Number: 7 Location: El Camino Real Between Jackspar Drive and College Boulevard Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 23 43 12:00 291 326 00:15 14 23 12:15 293 284 00:30 11 20 12:30 279 299 00:45 8 56 9 95 151 12:45 327 1190 266 1175 2365 01:00 8 16 13:00 309 271 01:15 2 13 13:15 296 282 01:30 7 7 13:30 309 254 01:45 7 24 12 48 72 13:45 304 1218 270 1077 2295 02:00 3 7 14:00 256 313 02:15 6 11 14:15 274 296 02:30 8 7 14:30 246 387 02:45 7 24 8 33 57 14:45 220 996 396 1392 2388 03:00 11 3 15:00 307 365 03:15 13 7 15:15 280 350 03:30 25 3 15:30 291 474 03:45 30 79 7 20 99 15:45 310 1188 445 1634 2822 04:00 18 8 16:00 301 539 04:15 28 7 16:15 280 525 04:30 78 10 16:30 260 530 04:45 118 242 13 38 280 16:45 269 1110 588 2182 3292 05:00 71 13 17:00 261 563 05:15 99 13 17:15 284 613 05:30 182 17 17:30 281 632 05:45 303 655 22 65 720 17:45 301 1127 467 2275 3402 06:00 206 43 18:00 229 408 06:15 282 55 18:15 259 366 06:30 341 75 18:30 206 311 06:45 543 1372 79 252 1624 18:45 151 845 282 1367 2212 07:00 422 98 19:00 136 230 07:15 578 111 19:15 149 226 07:30 603 166 19:30 119 173 07:45 688 2291 162 537 2828 19:45 154 558 193 822 1380 08:00 606 172 20:00 84 172 08:15 595 156 20:15 97 145 08:30 490 202 20:30 104 143 08:45 577 2268 204 734 3002 20:45 90 375 133 593 968 09:00 432 191 21:00 71 131 09:15 354 222 21:15 76 110 09:30 348 155 21:30 88 105 09:45 345 1479 218 786 2265 21:45 55 290 86 432 722 10:00 239 201 22:00 59 80 10:15 241 199 22:15 48 77 10:30 288 234 22:30 31 84 10:45 271 1039 184 818 1857 22:45 36 174 58 299 473 11:00 215 247 23:00 44 72 11:15 249 238 23:15 18 55 11:30 310 269 23:30 15 51 11:45 273 1047 306 1060 2107 23:45 24 101 30 208 309 Total Vol.10576 4486 15062 9172 13456 22628 GPS Coordinates: NB SB EB WB Combined 19748 17942 37690 Split %70.2% 29.8%40.0%40.5%59.5%60.0% Peak Hour 07:30 11:45 07:30 12:45 16:45 16:45 Volume 2492 1215 3148 1241 2396 3491 P.H.F.0.91 0.93 0.93 0.95 0.95 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Jackspar Dr./Rancho Carlsbad Dr. & PM Project# College Blvd. Wednesday, July 22, 2015 AM Daily Totals 15-1194-007 DAY 1 33.145473, -117.287109 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 45 12:00 248 276 00:15 10 19 12:15 285 307 00:30 9 18 12:30 265 249 00:45 10 48 19 101 149 12:45 320 1118 257 1089 2207 01:00 16 20 13:00 275 260 01:15 6 13 13:15 294 280 01:30 6 11 13:30 335 287 01:45 4 32 7 51 83 13:45 272 1176 312 1139 2315 02:00 8 5 14:00 271 331 02:15 3 6 14:15 250 292 02:30 8 7 14:30 257 380 02:45 7 26 15 33 59 14:45 312 1090 338 1341 2431 03:00 7 5 15:00 284 365 03:15 8 3 15:15 303 326 03:30 23 5 15:30 324 480 03:45 24 62 3 16 78 15:45 327 1238 431 1602 2840 04:00 25 5 16:00 318 520 04:15 24 9 16:15 286 513 04:30 62 16 16:30 308 570 04:45 116 227 12 42 269 16:45 298 1210 575 2178 3388 05:00 80 13 17:00 273 553 05:15 93 13 17:15 283 607 05:30 189 18 17:30 240 629 05:45 278 640 33 77 717 17:45 246 1042 465 2254 3296 06:00 174 46 18:00 237 403 06:15 282 50 18:15 213 379 06:30 320 83 18:30 182 337 06:45 512 1288 85 264 1552 18:45 156 788 276 1395 2183 07:00 408 104 19:00 154 260 07:15 615 99 19:15 110 218 07:30 638 125 19:30 111 162 07:45 703 2364 160 488 2852 19:45 108 483 183 823 1306 08:00 551 172 20:00 136 191 08:15 552 164 20:15 92 164 08:30 502 162 20:30 85 129 08:45 547 2152 219 717 2869 20:45 91 404 113 597 1001 09:00 450 212 21:00 70 142 09:15 374 190 21:15 79 141 09:30 405 228 21:30 80 89 09:45 262 1491 184 814 2305 21:45 68 297 82 454 751 10:00 264 204 22:00 55 93 10:15 280 197 22:15 68 94 10:30 227 216 22:30 29 86 10:45 240 1011 204 821 1832 22:45 35 187 54 327 514 11:00 253 243 23:00 51 69 11:15 257 240 23:15 28 48 11:30 243 281 23:30 17 58 11:45 277 1030 268 1032 2062 23:45 21 117 40 215 332 Total Vol.10371 4456 14827 9150 13414 22564 GPS Coordinates: NB SB EB WB Combined 19521 17870 37391 Split %69.9% 30.1%39.7%40.6%59.4%60.3% Peak Hour 07:15 11:30 07:30 15:15 16:45 16:30 Volume 2507 1132 3065 1272 2364 3467 P.H.F.0.89 0.92 0.89 0.97 0.94 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.145473, -117.287109 AM PM Project# El Camino Real btwn. Jackspar Dr./Rancho Carlsbad Dr. & Thursday, July 23, 2015 College Blvd. 15-1194-007 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 21 44 12:00 0 0 270 301 00:15 0 0 12 21 12:15 0 0 289 296 00:30 0 0 10 19 12:30 0 0 272 274 00:45 0 0 0 0 9 52 14 98 150 12:45 0 0 0 0 324 1154 262 1132 2286 01:00 0 0 12 18 13:00 0 0 292 266 01:15 0 0 4 13 13:15 0 0 295 281 01:30 0 0 7 9 13:30 0 0 322 271 01:45 0 0 0 0 6 28 10 50 78 13:45 0 0 0 0 288 1197 291 1108 2305 02:00 0 0 6 6 14:00 0 0 264 322 02:15 0 0 5 9 14:15 0 0 262 294 02:30 0 0 8 7 14:30 0 0 252 384 02:45 0 0 0 0 7 25 12 33 58 14:45 0 0 0 0 266 1043 367 1367 2410 03:00 0 0 9 4 15:00 0 0 296 365 03:15 0 0 11 5 15:15 0 0 292 338 03:30 0 0 24 4 15:30 0 0 308 477 03:45 0 0 0 0 27 71 5 18 89 15:45 0 0 0 0 319 1213 438 1618 2831 04:00 0 0 22 7 16:00 0 0 310 530 04:15 0 0 26 8 16:15 0 0 283 519 04:30 0 0 70 13 16:30 0 0 284 550 04:45 0 0 0 0 117 235 13 40 275 16:45 0 0 0 0 284 1160 582 2180 3340 05:00 0 0 76 13 17:00 0 0 267 558 05:15 0 0 96 13 17:15 0 0 284 610 05:30 0 0 186 18 17:30 0 0 261 631 05:45 0 0 0 0 291 648 28 71 719 17:45 0 0 0 0 274 1085 466 2265 3349 06:00 0 0 190 45 18:00 0 0 233 406 06:15 0 0 282 53 18:15 0 0 236 373 06:30 0 0 331 79 18:30 0 0 194 324 06:45 0 0 0 0 528 1330 82 258 1588 18:45 0 0 0 0 154 817 279 1381 2198 07:00 0 0 415 101 19:00 0 0 145 245 07:15 0 0 597 105 19:15 0 0 130 222 07:30 0 0 621 146 19:30 0 0 115 168 07:45 0 0 0 0 696 2328 161 513 2840 19:45 0 0 0 0 131 521 188 823 1343 08:00 0 0 579 172 20:00 0 0 110 182 08:15 0 0 574 160 20:15 0 0 95 155 08:30 0 0 496 182 20:30 0 0 95 136 08:45 0 0 0 0 562 2210 212 726 2936 20:45 0 0 0 0 91 390 123 595 985 09:00 0 0 441 202 21:00 0 0 71 137 09:15 0 0 364 206 21:15 0 0 78 126 09:30 0 0 377 192 21:30 0 0 84 97 09:45 0 0 0 0 304 1485 201 800 2285 21:45 0 0 0 0 62 294 84 443 737 10:00 0 0 252 203 22:00 0 0 57 87 10:15 0 0 261 198 22:15 0 0 58 86 10:30 0 0 258 225 22:30 0 0 30 85 10:45 0 0 0 0 256 1025 194 820 1845 22:45 0 0 0 0 36 181 56 313 494 11:00 0 0 234 245 23:00 0 0 48 71 11:15 0 0 253 239 23:15 0 0 23 52 11:30 0 0 277 275 23:30 0 0 16 55 11:45 0 0 0 0 275 1039 287 1046 2085 23:45 0 0 0 0 23 109 35 212 321 Total Vol.10474 4471 14945 9161 13435 22596 GPS Coordinates: NB SB Combined 19635 17906 37541 Split %70.1% 29.9%39.8%40.5%59.5%60.2% Peak Hour 07:15 11:30 07:30 12:45 16:45 16:45 Volume 2491 1159 3107 1233 2380 3475 P.H.F.0.90 0.96 0.91 0.95 0.94 0.97 271 15-1194-007Project# College Blvd. El Camino Real btwn. Jackspar Dr./Rancho Carlsbad Dr. & Wednesday, July 22, 2015 Thursday, July 23, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.145473, -117.287109 El Camino Real Between Jackspar Drive and College BoulevardWednesday, July 22, 2015End Time 22-Jul1:00 AM 1512:00 AM 723:00 AM 574:00 AM 995:00 AM 2806:00 AM 7207:00 AM 1,6248:00 AM 2,8289:00 AM 3,00210:00 AM 2,26511:00 AM 1,85712:00 PM 2,1071:00 PM 2,3652:00 PM 2,2953:00 PM 2,3884:00 PM 2,8225:00 PM 3,2926:00 PM 3,4027:00 PM 2,2128:00 PM 1,3809:00 PM 96810:00 PM 72211:00 PM 47312:00 AM309Total 3769005001,0001,5002,0002,5003,0003,5004,000Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Jackspar Drive and College BoulevardThursday, July 23, 2015End Time 23-Jul1:00 AM 1492:00 AM 833:00 AM 594:00 AM 785:00 AM 2696:00 AM 7177:00 AM 1,5528:00 AM 2,8529:00 AM 2,86910:00 AM 2,30511:00 AM 1,83212:00 PM 2,0621:00 PM 2,2072:00 PM 2,3153:00 PM 2,4314:00 PM 2,8405:00 PM 3,3886:00 PM 3,2967:00 PM 2,1838:00 PM 1,3069:00 PM 1,00110:00 PM 75111:00 PM 51412:00 AM332Total 3739105001,0001,5002,0002,5003,0003,5004,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 30 19 12:00 284 368 00:15 17 17 12:15 307 317 00:30 17 6 12:30 285 294 00:45 8 72 5 47 119 12:45 317 1193 304 1283 2476 01:00 5 15 13:00 309 284 01:15 7 10 13:15 309 272 01:30 8 6 13:30 292 283 01:45 6 26 3 34 60 13:45 262 1172 288 1127 2299 02:00 2 7 14:00 316 207 02:15 2 5 14:15 253 248 02:30 0 11 14:30 352 321 02:45 7 11 2 25 36 14:45 281 1202 252 1028 2230 03:00 6 5 15:00 303 265 03:15 5 6 15:15 282 298 03:30 7 20 15:30 289 313 03:45 15 33 15 46 79 15:45 342 1216 345 1221 2437 04:00 6 14 16:00 358 355 04:15 15 20 16:15 341 318 04:30 25 37 16:30 352 343 04:45 41 87 46 117 204 16:45 382 1433 371 1387 2820 05:00 33 28 17:00 466 385 05:15 31 45 17:15 413 445 05:30 61 78 17:30 343 346 05:45 138 263 177 328 591 17:45 328 1550 364 1540 3090 06:00 99 138 18:00 267 283 06:15 115 162 18:15 298 258 06:30 111 213 18:30 226 207 06:45 189 514 299 812 1326 18:45 204 995 192 940 1935 07:00 191 273 19:00 158 149 07:15 247 349 19:15 166 134 07:30 226 395 19:30 124 127 07:45 315 979 391 1408 2387 19:45 128 576 129 539 1115 08:00 326 419 20:00 133 101 08:15 311 365 20:15 120 100 08:30 281 376 20:30 93 105 08:45 283 1201 383 1543 2744 20:45 98 444 81 387 831 09:00 274 329 21:00 95 87 09:15 273 335 21:15 100 79 09:30 223 259 21:30 68 56 09:45 250 1020 246 1169 2189 21:45 88 351 44 266 617 10:00 184 217 22:00 75 54 10:15 234 230 22:15 47 46 10:30 206 220 22:30 62 50 10:45 218 842 236 903 1745 22:45 45 229 35 185 414 11:00 238 242 23:00 43 38 11:15 224 284 23:15 29 27 11:30 291 295 23:30 32 21 11:45 294 1047 296 1117 2164 23:45 27 131 15 101 232 Total Vol.6095 7549 13644 10492 10004 20496 GPS Coordinates: NB SB EB WB Combined 16587 17553 34140 Split %44.7%55.3%40.0%51.2%48.8%60.0% Peak Hour 07:45 07:30 07:45 16:30 16:45 16:30 Volume 1233 1570 2784 1613 1547 3157 P.H.F.0.95 0.94 0.93 0.87 0.87 0.92 PM Project#Tuesday, July 28, 2015 AM Daily Totals 15-1194-008 DAY 1 33.135517, -117.272269 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 17 12:00 310 368 00:15 15 8 12:15 262 349 00:30 9 8 12:30 298 290 00:45 8 51 7 40 91 12:45 326 1196 294 1301 2497 01:00 8 6 13:00 337 295 01:15 9 9 13:15 351 321 01:30 3 9 13:30 301 272 01:45 6 26 2 26 52 13:45 260 1249 271 1159 2408 02:00 4 6 14:00 276 254 02:15 2 9 14:15 280 274 02:30 1 7 14:30 310 298 02:45 11 18 2 24 42 14:45 282 1148 284 1110 2258 03:00 5 4 15:00 278 302 03:15 1 7 15:15 307 265 03:30 13 22 15:30 349 337 03:45 12 31 20 53 84 15:45 310 1244 336 1240 2484 04:00 7 17 16:00 369 343 04:15 20 21 16:15 359 316 04:30 27 28 16:30 381 381 04:45 40 94 50 116 210 16:45 372 1481 338 1378 2859 05:00 28 41 17:00 349 417 05:15 39 43 17:15 428 389 05:30 68 83 17:30 350 368 05:45 121 256 142 309 565 17:45 316 1443 367 1541 2984 06:00 81 111 18:00 287 292 06:15 112 178 18:15 303 268 06:30 134 228 18:30 236 253 06:45 189 516 291 808 1324 18:45 216 1042 164 977 2019 07:00 183 310 19:00 190 165 07:15 230 330 19:15 153 156 07:30 256 355 19:30 142 124 07:45 342 1011 466 1461 2472 19:45 134 619 114 559 1178 08:00 302 376 20:00 137 94 08:15 311 396 20:15 119 95 08:30 281 376 20:30 98 97 08:45 307 1201 379 1527 2728 20:45 85 439 90 376 815 09:00 310 346 21:00 117 82 09:15 293 301 21:15 91 66 09:30 249 265 21:30 83 66 09:45 226 1078 251 1163 2241 21:45 65 356 66 280 636 10:00 203 219 22:00 70 57 10:15 245 260 22:15 69 44 10:30 208 251 22:30 69 41 10:45 217 873 256 986 1859 22:45 57 265 35 177 442 11:00 224 228 23:00 49 37 11:15 247 281 23:15 28 22 11:30 254 314 23:30 31 22 11:45 294 1019 287 1110 2129 23:45 34 142 16 97 239 Total Vol.6174 7623 13797 10624 10195 20819 GPS Coordinates: NB SB EB WB Combined 16798 17818 34616 Split %44.7%55.3%39.9%51.0%49.0%60.1% Peak Hour 07:45 07:45 07:45 16:30 17:00 16:30 Volume 1236 1614 2850 1530 1541 3055 P.H.F.0.90 0.87 0.88 0.89 0.92 0.93 33.135517, -117.272269 AM PM Project# El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Wednesday, July 29, 2015 15-1194-008 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 25 18 0 0 12:00 297 368 0 0 00:15 16 13 0 0 12:15 285 333 0 0 00:30 13 7 0 0 12:30 292 292 0 0 00:45 8 62 6 44 0 0 0 0 105 12:45 322 1195 299 1292 0 0 0 0 2487 01:00 7 11 0 0 13:00 323 290 0 0 01:15 8 10 0 0 13:15 330 297 0 0 01:30 6 8 0 0 13:30 297 278 0 0 01:45 6 26 3 30 0 0 0 0 56 13:45 261 1211 280 1143 0 0 0 0 2354 02:00 3 7 0 0 14:00 296 231 0 0 02:15 2 7 0 0 14:15 267 261 0 0 02:30 1 9 0 0 14:30 331 310 0 0 02:45 9 15 2 25 0 0 0 0 39 14:45 282 1175 268 1069 0 0 0 0 2244 03:00 6 5 0 0 15:00 291 284 0 0 03:15 3 7 0 0 15:15 295 282 0 0 03:30 10 21 0 0 15:30 319 325 0 0 03:45 14 32 18 50 0 0 0 0 82 15:45 326 1230 341 1231 0 0 0 0 2461 04:00 7 16 0 0 16:00 364 349 0 0 04:15 18 21 0 0 16:15 350 317 0 0 04:30 26 33 0 0 16:30 367 362 0 0 04:45 41 91 48 117 0 0 0 0 207 16:45 377 1457 355 1383 0 0 0 0 2840 05:00 31 35 0 0 17:00 408 401 0 0 05:15 35 44 0 0 17:15 421 417 0 0 05:30 65 81 0 0 17:30 347 357 0 0 05:45 130 260 160 319 0 0 0 0 578 17:45 322 1497 366 1541 0 0 0 0 3037 06:00 90 125 0 0 18:00 277 288 0 0 06:15 114 170 0 0 18:15 301 263 0 0 06:30 123 221 0 0 18:30 231 230 0 0 06:45 189 515 295 810 0 0 0 0 1325 18:45 210 1019 178 959 0 0 0 0 1977 07:00 187 292 0 0 19:00 174 157 0 0 07:15 239 340 0 0 19:15 160 145 0 0 07:30 241 375 0 0 19:30 133 126 0 0 07:45 329 995 429 1435 0 0 0 0 2430 19:45 131 598 122 549 0 0 0 0 1147 08:00 314 398 0 0 20:00 135 98 0 0 08:15 311 381 0 0 20:15 120 98 0 0 08:30 281 376 0 0 20:30 96 101 0 0 08:45 295 1201 381 1535 0 0 0 0 2736 20:45 92 442 86 382 0 0 0 0 823 09:00 292 338 0 0 21:00 106 85 0 0 09:15 283 318 0 0 21:15 96 73 0 0 09:30 236 262 0 0 21:30 76 61 0 0 09:45 238 1049 249 1166 0 0 0 0 2215 21:45 77 354 55 273 0 0 0 0 627 10:00 194 218 0 0 22:00 73 56 0 0 10:15 240 245 0 0 22:15 58 45 0 0 10:30 207 236 0 0 22:30 66 46 0 0 10:45 218 858 246 945 0 0 0 0 1802 22:45 51 247 35 181 0 0 0 0 428 11:00 231 235 0 0 23:00 46 38 0 0 11:15 236 283 0 0 23:15 29 25 0 0 11:30 273 305 0 0 23:30 32 22 0 0 11:45 294 1033 292 1114 0 0 0 0 2147 23:45 31 137 16 99 0 0 0 0 236 Total Vol.6135 7586 13721 10558 10100 20658 GPS Coordinates: NB SB Combined 16693 17686 34378 Split %44.7%55.3%39.9%51.1%48.9%60.1% Peak Hour 07:45 07:45 07:45 16:30 17:00 16:30 Volume 1235 1583 2817 1572 1541 3106 P.H.F.0.94 0.92 0.93 0.93 0.92 0.93 Daily Totals 2-DAY AVERAGE 33.135517, -117.272269 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-008Project# El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Tuesday, July 28, 2015 Wednesday, July 29, 2015 El Camino RealBetween Faraday Avenue and Palomar Airport RoadTuesday, July 28, 2015End Time 28-Jul1:00 AM 1192:00 AM 603:00 AM 364:00 AM 795:00 AM 2046:00 AM 5917:00 AM 1,3268:00 AM 2,3879:00 AM 2,74410:00 AM 2,18911:00 AM 1,74512:00 PM 2,1641:00 PM 2,4762:00 PM 2,2993:00 PM 2,2304:00 PM 2,4375:00 PM 2,8206:00 PM 3,0907:00 PM 1,9358:00 PM 1,1159:00 PM 83110:00 PM 61711:00 PM 41412:00 AM232Total 3414005001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Faraday Avenue and Palomar Airport RoadWednesday, July 29, 2015End Time 29-Jul1:00 AM 912:00 AM 523:00 AM 424:00 AM 845:00 AM 2106:00 AM 5657:00 AM 1,3248:00 AM 2,4729:00 AM 2,72810:00 AM 2,24111:00 AM 1,85912:00 PM 2,1291:00 PM 2,4972:00 PM 2,4083:00 PM 2,2584:00 PM 2,4845:00 PM 2,8596:00 PM 2,9847:00 PM 2,0198:00 PM 1,1789:00 PM 81510:00 PM 63611:00 PM 44212:00 AM239Total 3461605001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 33 19 12:00 396 466 00:15 30 13 12:15 388 463 00:30 32 22 12:30 411 422 00:45 28 123 20 74 197 12:45 422 1617 417 1768 3385 01:00 21 21 13:00 415 433 01:15 14 14 13:15 433 433 01:30 16 16 13:30 396 396 01:45 13 64 8 59 123 13:45 400 1644 455 1717 3361 02:00 8 5 14:00 405 411 02:15 5 7 14:15 396 422 02:30 7 4 14:30 388 415 02:45 4 24 8 24 48 14:45 411 1600 502 1750 3350 03:00 8 11 15:00 422 536 03:15 5 9 15:15 445 522 03:30 9 14 15:30 483 439 03:45 6 28 19 53 81 15:45 457 1807 477 1974 3781 04:00 8 22 16:00 530 480 04:15 16 20 16:15 572 503 04:30 20 41 16:30 550 522 04:45 24 68 45 128 196 16:45 567 2219 603 2108 4327 05:00 41 60 17:00 569 635 05:15 45 87 17:15 556 639 05:30 58 133 17:30 569 658 05:45 59 203 161 441 644 17:45 529 2223 666 2598 4821 06:00 99 154 18:00 461 463 06:15 90 185 18:15 439 392 06:30 185 214 18:30 417 358 06:45 215 589 332 885 1474 18:45 422 1739 322 1535 3274 07:00 222 341 19:00 355 258 07:15 258 411 19:15 355 244 07:30 296 501 19:30 325 241 07:45 311 1087 528 1781 2868 19:45 285 1320 214 957 2277 08:00 411 544 20:00 244 185 08:15 422 541 20:15 214 166 08:30 417 466 20:30 222 136 08:45 422 1672 439 1990 3662 20:45 208 888 133 620 1508 09:00 396 411 21:00 214 120 09:15 355 417 21:15 185 104 09:30 328 399 21:30 166 85 09:45 285 1364 385 1612 2976 21:45 154 719 88 397 1116 10:00 277 388 22:00 128 80 10:15 245 411 22:15 133 87 10:30 296 422 22:30 122 75 10:45 399 1217 454 1675 2892 22:45 104 487 60 302 789 11:00 325 414 23:00 87 65 11:15 344 455 23:15 76 54 11:30 328 404 23:30 66 28 11:45 411 1408 408 1681 3089 23:45 60 289 24 171 460 Total Vol.7847 10403 18250 16552 15897 32449 GPS Coordinates: NB SB EB WB Combined 24399 26300 50699 Split %43.0%57.0%36.0%51.0%49.0%64.0% Peak Hour 08:00 07:30 08:00 16:45 17:00 17:00 Volume 1672 2114 3662 2261 2598 4821 P.H.F.0.99 0.97 0.95 0.99 0.98 0.98 PM Project#Wednesday, August 05, 2015 AM Daily Totals 15-1194-009 DAY 1 33.093201, -117.268405 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 28 29 12:00 396 411 00:15 24 22 12:15 388 433 00:30 28 20 12:30 353 436 00:45 21 101 14 85 186 12:45 341 1478 455 1735 3213 01:00 14 16 13:00 455 501 01:15 19 13 13:15 414 417 01:30 20 8 13:30 455 422 01:45 21 74 5 42 116 13:45 485 1809 455 1795 3604 02:00 25 7 14:00 499 355 02:15 21 4 14:15 500 352 02:30 11 8 14:30 541 411 02:45 10 67 9 28 95 14:45 474 2014 455 1573 3587 03:00 8 16 15:00 455 450 03:15 5 20 15:15 464 508 03:30 9 24 15:30 458 524 03:45 6 28 24 84 112 15:45 442 1819 521 2003 3822 04:00 3 41 16:00 480 508 04:15 2 45 16:15 553 524 04:30 22 50 16:30 569 565 04:45 20 47 59 195 242 16:45 566 2168 576 2173 4341 05:00 41 60 17:00 558 579 05:15 43 85 17:15 564 565 05:30 59 99 17:30 580 557 05:45 99 242 133 377 619 17:45 530 2232 558 2259 4491 06:00 133 163 18:00 533 502 06:15 128 258 18:15 566 391 06:30 211 244 18:30 447 376 06:45 252 724 311 976 1700 18:45 421 1967 388 1657 3624 07:00 263 345 19:00 413 325 07:15 285 355 19:15 380 285 07:30 299 411 19:30 322 244 07:45 311 1158 422 1533 2691 19:45 285 1400 252 1106 2506 08:00 341 502 20:00 255 214 08:15 325 544 20:15 244 185 08:30 344 541 20:30 278 166 08:45 411 1421 489 2076 3497 20:45 285 1062 139 704 1766 09:00 378 479 21:00 289 133 09:15 396 496 21:15 244 120 09:30 355 466 21:30 214 104 09:45 325 1454 439 1880 3334 21:45 185 932 87 444 1376 10:00 344 411 22:00 166 85 10:15 328 411 22:15 139 66 10:30 344 422 22:30 111 60 10:45 341 1357 455 1699 3056 22:45 77 493 54 265 758 11:00 359 466 23:00 80 41 11:15 363 439 23:15 54 42 11:30 355 396 23:30 76 29 11:45 385 1462 388 1689 3151 23:45 60 270 30 142 412 Total Vol.8135 10664 18799 17644 15856 33500 GPS Coordinates: NB SB EB WB Combined 25779 26520 52299 Split %43.3%56.7%35.9%52.7%47.3%64.1% Peak Hour 08:45 08:00 08:30 16:45 16:30 16:45 Volume 1540 2076 3534 2268 2285 4545 P.H.F.0.94 0.95 0.98 0.98 0.99 0.99 33.093201, -117.268405 AM PM Project# El Camino Real btwn. Arenal Rd. & Costa Del Mar Rd. Thursday, August 06, 2015 15-1194-009 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 31 24 0 0 12:00 396 439 0 0 00:15 27 18 0 0 12:15 388 448 0 0 00:30 30 21 0 0 12:30 382 429 0 0 00:45 25 112 17 80 0 0 0 0 192 12:45 382 1548 436 1752 0 0 0 0 3299 01:00 18 19 0 0 13:00 435 467 0 0 01:15 17 14 0 0 13:15 424 425 0 0 01:30 18 12 0 0 13:30 426 409 0 0 01:45 17 69 7 51 0 0 0 0 120 13:45 443 1727 455 1756 0 0 0 0 3483 02:00 17 6 0 0 14:00 452 383 0 0 02:15 13 6 0 0 14:15 448 387 0 0 02:30 9 6 0 0 14:30 465 413 0 0 02:45 7 46 9 26 0 0 0 0 72 14:45 443 1807 479 1662 0 0 0 0 3469 03:00 8 14 0 0 15:00 439 493 0 0 03:15 5 15 0 0 15:15 455 515 0 0 03:30 9 19 0 0 15:30 471 482 0 0 03:45 6 28 22 69 0 0 0 0 97 15:45 450 1813 499 1989 0 0 0 0 3802 04:00 6 32 0 0 16:00 505 494 0 0 04:15 9 33 0 0 16:15 563 514 0 0 04:30 21 46 0 0 16:30 560 544 0 0 04:45 22 58 52 162 0 0 0 0 219 16:45 567 2194 590 2141 0 0 0 0 4334 05:00 41 60 0 0 17:00 564 607 0 0 05:15 44 86 0 0 17:15 560 602 0 0 05:30 59 116 0 0 17:30 575 608 0 0 05:45 79 223 147 409 0 0 0 0 632 17:45 530 2228 612 2429 0 0 0 0 4656 06:00 116 159 0 0 18:00 497 483 0 0 06:15 109 222 0 0 18:15 503 392 0 0 06:30 198 229 0 0 18:30 432 367 0 0 06:45 234 657 322 931 0 0 0 0 1587 18:45 422 1853 355 1596 0 0 0 0 3449 07:00 243 343 0 0 19:00 384 292 0 0 07:15 272 383 0 0 19:15 368 265 0 0 07:30 298 456 0 0 19:30 324 243 0 0 07:45 311 1123 475 1657 0 0 0 0 2780 19:45 285 1360 233 1032 0 0 0 0 2392 08:00 376 523 0 0 20:00 250 200 0 0 08:15 374 543 0 0 20:15 229 176 0 0 08:30 381 504 0 0 20:30 250 151 0 0 08:45 417 1547 464 2033 0 0 0 0 3580 20:45 247 975 136 662 0 0 0 0 1637 09:00 387 445 0 0 21:00 252 127 0 0 09:15 376 457 0 0 21:15 215 112 0 0 09:30 342 433 0 0 21:30 190 95 0 0 09:45 305 1409 412 1746 0 0 0 0 3155 21:45 170 826 88 421 0 0 0 0 1246 10:00 311 400 0 0 22:00 147 83 0 0 10:15 287 411 0 0 22:15 136 77 0 0 10:30 320 422 0 0 22:30 117 68 0 0 10:45 370 1287 455 1687 0 0 0 0 2974 22:45 91 490 57 284 0 0 0 0 774 11:00 342 440 0 0 23:00 84 53 0 0 11:15 354 447 0 0 23:15 65 48 0 0 11:30 342 400 0 0 23:30 71 29 0 0 11:45 398 1435 398 1685 0 0 0 0 3120 23:45 60 280 27 157 0 0 0 0 436 Total Vol.7991 10534 18525 17098 15877 32975 GPS Coordinates: NB SB Combined 25089 26410 51499 Split %43.1%56.9%36.0%51.9%48.1%64.0% Peak Hour 11:45 07:45 08:00 16:45 17:00 16:45 Volume 1564 2044 3580 2265 2429 4671 P.H.F.0.98 0.94 0.98 0.99 0.99 0.99 Daily Totals 2-DAY AVERAGE 33.093201, -117.268405 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-009Project# El Camino Real btwn. Arenal Rd. & Costa Del Mar Rd. Wednesday, August 05, 2015 Thursday, August 06, 2015 El Camino RealBetween Arenal Road and Costa Del Mar RoadWednesday, August 5, 2015End Time 5-Aug1:00 AM 1972:00 AM 1233:00 AM 484:00 AM 815:00 AM 1966:00 AM 6447:00 AM 1,4748:00 AM 2,8689:00 AM 3,66210:00 AM 2,97611:00 AM 2,89212:00 PM 3,0891:00 PM 3,3852:00 PM 3,3613:00 PM 3,3504:00 PM 3,7815:00 PM 4,3276:00 PM 4,8217:00 PM 3,2748:00 PM 2,2779:00 PM 1,50810:00 PM 1,11611:00 PM 78912:00 AM460Total 5069901,0002,0003,0004,0005,0006,000Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Arenal Road and Costa Del Mar RoadThursday, August 6, 2015End Time 6-Aug1:00 AM 1862:00 AM 1163:00 AM 954:00 AM 1125:00 AM 2426:00 AM 6197:00 AM 1,7008:00 AM 2,6919:00 AM 3,49710:00 AM 3,33411:00 AM 3,05612:00 PM 3,1511:00 PM 3,2132:00 PM 3,6043:00 PM 3,5874:00 PM 3,8225:00 PM 4,3416:00 PM 4,4917:00 PM 3,6248:00 PM 2,5069:00 PM 1,76610:00 PM 1,37611:00 PM 75812:00 AM412Total 5229905001,0001,5002,0002,5003,0003,5004,0004,5005,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 19 7 12:00 344 341 00:15 14 4 12:15 341 355 00:30 11 5 12:30 325 325 00:45 10 54 2 18 72 12:45 344 1354 377 1398 2752 01:00 7 6 13:00 385 341 01:15 4 3 13:15 344 325 01:30 8 2 13:30 396 344 01:45 5 24 5 16 40 13:45 355 1480 352 1362 2842 02:00 6 2 14:00 352 325 02:15 3 1 14:15 325 366 02:30 2 4 14:30 344 353 02:45 5 16 1 8 24 14:45 378 1399 328 1372 2771 03:00 2 5 15:00 385 344 03:15 1 8 15:15 344 341 03:30 4 5 15:30 314 344 03:45 1 8 9 27 35 15:45 289 1332 378 1407 2739 04:00 5 6 16:00 349 388 04:15 8 9 16:15 369 374 04:30 16 22 16:30 363 411 04:45 22 51 20 57 108 16:45 355 1436 422 1595 3031 05:00 20 41 17:00 341 425 05:15 24 45 17:15 411 419 05:30 41 50 17:30 401 396 05:45 45 130 85 221 351 17:45 396 1549 388 1628 3177 06:00 85 89 18:00 388 352 06:15 86 133 18:15 325 258 06:30 89 185 18:30 258 244 06:45 99 359 214 621 980 18:45 244 1215 245 1099 2314 07:00 133 222 19:00 275 214 07:15 131 322 19:15 211 185 07:30 185 341 19:30 185 166 07:45 214 663 411 1296 1959 19:45 199 870 136 701 1571 08:00 255 455 20:00 187 133 08:15 242 411 20:15 185 120 08:30 245 455 20:30 166 104 08:45 263 1005 439 1760 2765 20:45 154 692 85 442 1134 09:00 239 396 21:00 141 60 09:15 233 355 21:15 122 65 09:30 258 352 21:30 120 58 09:45 244 974 322 1425 2399 21:45 104 487 59 242 729 10:00 241 258 22:00 87 60 10:15 258 285 22:15 85 65 10:30 266 255 22:30 60 54 10:45 265 1030 241 1039 2069 22:45 65 297 41 220 517 11:00 285 245 23:00 54 28 11:15 299 296 23:15 41 24 11:30 300 311 23:30 42 21 11:45 305 1189 325 1177 2366 23:45 29 166 19 92 258 Total Vol.5503 7665 13168 12277 11558 23835 GPS Coordinates: NB SB EB WB Combined 17780 19223 37003 Split %41.8%58.2%35.6%51.5%48.5%64.4% Peak Hour 11:45 08:00 08:00 17:15 16:30 17:00 Volume 1315 1760 2765 1596 1677 3177 P.H.F.0.96 0.97 0.97 0.97 0.99 0.96 PM Project#Wednesday, August 05, 2015 AM Daily Totals 15-1194-010 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 19 16 12:00 344 377 00:15 20 10 12:15 341 374 00:30 25 7 12:30 325 355 00:45 24 88 4 37 125 12:45 377 1387 325 1431 2818 01:00 21 8 13:00 385 377 01:15 14 11 13:15 363 385 01:30 19 10 13:30 366 396 01:45 13 67 7 36 103 13:45 352 1466 388 1546 3012 02:00 9 4 14:00 328 352 02:15 6 8 14:15 377 344 02:30 3 5 14:30 378 345 02:45 2 20 9 26 46 14:45 385 1468 352 1393 2861 03:00 5 6 15:00 396 322 03:15 2 3 15:15 388 411 03:30 5 5 15:30 385 397 03:45 8 20 8 22 42 15:45 411 1580 402 1532 3112 04:00 5 5 16:00 422 413 04:15 7 16 16:15 414 376 04:30 4 20 16:30 417 368 04:45 16 32 24 65 97 16:45 433 1686 365 1522 3208 05:00 22 41 17:00 439 391 05:15 20 42 17:15 396 413 05:30 41 33 17:30 377 424 05:45 45 128 30 146 274 17:45 374 1586 384 1612 3198 06:00 85 65 18:00 352 388 06:15 89 87 18:15 411 376 06:30 99 100 18:30 422 355 06:45 133 406 148 400 806 18:45 285 1470 325 1444 2914 07:00 136 200 19:00 244 282 07:15 185 273 19:15 241 214 07:30 214 311 19:30 214 185 07:45 222 757 381 1165 1922 19:45 196 895 163 844 1739 08:00 252 370 20:00 166 139 08:15 244 426 20:15 139 133 08:30 245 437 20:30 133 100 08:45 263 1004 411 1644 2648 20:45 120 558 85 457 1015 09:00 239 403 21:00 104 74 09:15 233 359 21:15 108 75 09:30 244 341 21:30 87 50 09:45 241 957 356 1459 2416 21:45 85 384 54 253 637 10:00 258 369 22:00 66 41 10:15 244 355 22:15 60 42 10:30 245 385 22:30 65 43 10:45 263 1010 377 1486 2496 22:45 54 245 39 165 410 11:00 239 374 23:00 41 33 11:15 311 328 23:15 28 30 11:30 341 344 23:30 24 32 11:45 285 1176 385 1431 2607 23:45 21 114 28 123 237 Total Vol.5665 7917 13582 12839 12322 25161 GPS Coordinates: NB SB EB WB Combined 18504 20239 38743 Split %41.7%58.3%35.1%51.0%49.0%64.9% Peak Hour 11:30 08:15 11:30 16:15 15:15 16:45 Volume 1311 1677 2791 1703 1623 3238 P.H.F.0.95 0.96 0.97 0.97 0.98 0.98 0 AM PM Project# El Camino Real btwn. Levante St. & Calle Barcelona Thursday, August 06, 2015 15-1194-010 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 19 12 0 0 12:00 344 359 0 0 00:15 17 7 0 0 12:15 341 365 0 0 00:30 18 6 0 0 12:30 325 340 0 0 00:45 17 71 3 28 0 0 0 0 99 12:45 361 1371 351 1415 0 0 0 0 2785 01:00 14 7 0 0 13:00 385 359 0 0 01:15 9 7 0 0 13:15 354 355 0 0 01:30 14 6 0 0 13:30 381 370 0 0 01:45 9 46 6 26 0 0 0 0 72 13:45 354 1473 370 1454 0 0 0 0 2927 02:00 8 3 0 0 14:00 340 339 0 0 02:15 5 5 0 0 14:15 351 355 0 0 02:30 3 5 0 0 14:30 361 349 0 0 02:45 4 18 5 17 0 0 0 0 35 14:45 382 1434 340 1383 0 0 0 0 2816 03:00 4 6 0 0 15:00 391 333 0 0 03:15 2 6 0 0 15:15 366 376 0 0 03:30 5 5 0 0 15:30 350 371 0 0 03:45 5 14 9 25 0 0 0 0 39 15:45 350 1456 390 1470 0 0 0 0 2926 04:00 5 6 0 0 16:00 386 401 0 0 04:15 8 13 0 0 16:15 392 375 0 0 04:30 10 21 0 0 16:30 390 390 0 0 04:45 19 42 22 61 0 0 0 0 103 16:45 394 1561 394 1559 0 0 0 0 3120 05:00 21 41 0 0 17:00 390 408 0 0 05:15 22 44 0 0 17:15 404 416 0 0 05:30 41 42 0 0 17:30 389 410 0 0 05:45 45 129 58 184 0 0 0 0 313 17:45 385 1568 386 1620 0 0 0 0 3188 06:00 85 77 0 0 18:00 370 370 0 0 06:15 88 110 0 0 18:15 368 317 0 0 06:30 94 143 0 0 18:30 340 300 0 0 06:45 116 383 181 511 0 0 0 0 893 18:45 265 1343 285 1272 0 0 0 0 2614 07:00 135 211 0 0 19:00 260 248 0 0 07:15 158 298 0 0 19:15 226 200 0 0 07:30 200 326 0 0 19:30 200 176 0 0 07:45 218 710 396 1231 0 0 0 0 1941 19:45 198 883 150 773 0 0 0 0 1655 08:00 254 413 0 0 20:00 177 136 0 0 08:15 243 419 0 0 20:15 162 127 0 0 08:30 245 446 0 0 20:30 150 102 0 0 08:45 263 1005 425 1702 0 0 0 0 2707 20:45 137 625 85 450 0 0 0 0 1075 09:00 239 400 0 0 21:00 123 67 0 0 09:15 233 357 0 0 21:15 115 70 0 0 09:30 251 347 0 0 21:30 104 54 0 0 09:45 243 966 339 1442 0 0 0 0 2408 21:45 95 436 57 248 0 0 0 0 683 10:00 250 314 0 0 22:00 77 51 0 0 10:15 251 320 0 0 22:15 73 54 0 0 10:30 256 320 0 0 22:30 63 49 0 0 10:45 264 1020 309 1263 0 0 0 0 2283 22:45 60 271 40 193 0 0 0 0 464 11:00 262 310 0 0 23:00 48 31 0 0 11:15 305 312 0 0 23:15 35 27 0 0 11:30 321 328 0 0 23:30 33 27 0 0 11:45 295 1183 355 1304 0 0 0 0 2487 23:45 25 140 24 108 0 0 0 0 248 Total Vol.5584 7791 13375 12558 11940 24498 GPS Coordinates: NB SB Combined 18142 19731 37873 Split %41.7%58.3%35.3%51.3%48.7%64.7% Peak Hour 11:45 08:00 11:45 16:30 16:45 16:45 Volume 1305 1702 2724 1578 1628 3204 P.H.F.0.95 0.95 0.97 0.98 0.98 0.98 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-010Project# El Camino Real btwn. Levante St. & Calle Barcelona Wednesday, August 05, 2015 Thursday, August 06, 2015 El Camino RealBetween Levante Street and Calle BarcelonaWednesday, August 5, 2015End Time 5-Aug1:00 AM 722:00 AM 403:00 AM 244:00 AM 355:00 AM 1086:00 AM 3517:00 AM 9808:00 AM 1,9599:00 AM 2,76510:00 AM 2,39911:00 AM 2,06912:00 PM 2,3661:00 PM 2,7522:00 PM 2,8423:00 PM 2,7714:00 PM 2,7395:00 PM 3,0316:00 PM 3,1777:00 PM 2,3148:00 PM 1,5719:00 PM 1,13410:00 PM 72911:00 PM 51712:00 AM258Total 3700305001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot El Camino RealBetween Levante Street and Calle BarcelonaThursday, August 6, 2015End Time 6-Aug1:00 AM 1252:00 AM 1033:00 AM 464:00 AM 425:00 AM 976:00 AM 2747:00 AM 8068:00 AM 1,9229:00 AM 2,64810:00 AM 2,41611:00 AM 2,49612:00 PM 2,6071:00 PM 2,8182:00 PM 3,0123:00 PM 2,8614:00 PM 3,1125:00 PM 3,2086:00 PM 3,1987:00 PM 2,9148:00 PM 1,7399:00 PM 1,01510:00 PM 63711:00 PM 41012:00 AM237Total 3874305001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 14 18 12:00 222 252 00:15 13 11 12:15 236 226 00:30 11 10 12:30 214 241 00:45 10 48 10 49 97 12:45 222 894 247 966 1860 01:00 8 4 13:00 258 243 01:15 5 5 13:15 244 231 01:30 9 8 13:30 241 239 01:45 6 28 7 24 52 13:45 252 995 241 954 1949 02:00 3 3 14:00 217 210 02:15 2 9 14:15 236 213 02:30 5 7 14:30 258 231 02:45 4 14 10 29 43 14:45 255 966 191 845 1811 03:00 7 6 15:00 285 194 03:15 4 16 15:15 326 202 03:30 8 22 15:30 341 218 03:45 16 35 36 80 115 15:45 371 1323 230 844 2167 04:00 20 21 16:00 352 244 04:15 24 35 16:15 366 287 04:30 41 43 16:30 382 280 04:45 22 107 72 171 278 16:45 375 1475 295 1106 2581 05:00 20 56 17:00 382 319 05:15 41 85 17:15 352 290 05:30 42 143 17:30 315 282 05:45 44 147 229 513 660 17:45 274 1323 267 1158 2481 06:00 75 163 18:00 271 223 06:15 139 242 18:15 263 184 06:30 183 273 18:30 260 170 06:45 181 578 341 1019 1597 18:45 244 1038 140 717 1755 07:00 204 337 19:00 215 136 07:15 235 409 19:15 166 135 07:30 264 395 19:30 154 114 07:45 302 1005 420 1561 2566 19:45 141 676 115 500 1176 08:00 264 384 20:00 122 80 08:15 313 350 20:15 120 82 08:30 264 373 20:30 100 73 08:45 235 1076 375 1482 2558 20:45 108 450 78 313 763 09:00 216 252 21:00 85 69 09:15 204 271 21:15 60 79 09:30 191 294 21:30 65 58 09:45 152 763 242 1059 1822 21:45 54 264 61 267 531 10:00 139 196 22:00 41 39 10:15 133 268 22:15 42 42 10:30 120 219 22:30 29 56 10:45 125 517 218 901 1418 22:45 30 142 53 190 332 11:00 154 236 23:00 32 24 11:15 174 234 23:15 28 36 11:30 178 226 23:30 24 15 11:45 182 688 256 952 1640 23:45 21 105 13 88 193 Total Vol.5006 7840 12846 9651 7948 17599 GPS Coordinates: NB SB EB WB Combined 14657 15788 30445 Split %39.0%61.0%42.2%54.8%45.2%57.8% Peak Hour 07:30 07:15 07:30 16:15 16:45 16:15 Volume 1143 1608 2692 1505 1186 2686 P.H.F.0.91 0.96 0.93 0.98 0.93 0.96 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 29, 2015 AM Daily Totals 15-1194-011 DAY 1 33.132538, -117.244629 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 13 12:00 213 236 00:15 11 10 12:15 233 241 00:30 10 12 12:30 236 237 00:45 8 41 9 44 85 12:45 258 940 253 967 1907 01:00 5 4 13:00 244 240 01:15 7 6 13:15 245 229 01:30 4 6 13:30 263 251 01:45 8 24 2 18 42 13:45 233 985 237 957 1942 02:00 5 6 14:00 233 198 02:15 9 8 14:15 258 207 02:30 6 1 14:30 244 218 02:45 3 23 10 25 48 14:45 278 1013 229 852 1865 03:00 2 5 15:00 315 230 03:15 5 16 15:15 326 198 03:30 2 26 15:30 329 242 03:45 4 13 31 78 91 15:45 341 1311 224 894 2205 04:00 1 19 16:00 371 290 04:15 8 33 16:15 355 284 04:30 16 34 16:30 374 300 04:45 20 45 65 151 196 16:45 371 1471 274 1148 2619 05:00 24 62 17:00 352 323 05:15 41 95 17:15 355 315 05:30 45 153 17:30 371 255 05:45 59 169 206 516 685 17:45 315 1393 239 1132 2525 06:00 77 157 18:00 274 231 06:15 139 226 18:15 244 203 06:30 149 289 18:30 252 175 06:45 183 548 335 1007 1555 18:45 208 978 162 771 1749 07:00 181 309 19:00 214 122 07:15 235 400 19:15 163 129 07:30 264 435 19:30 139 98 07:45 308 988 413 1557 2545 19:45 133 649 107 456 1105 08:00 294 348 20:00 122 86 08:15 295 402 20:15 100 78 08:30 264 337 20:30 85 102 08:45 235 1088 330 1417 2505 20:45 76 383 67 333 716 09:00 249 249 21:00 60 65 09:15 246 253 21:15 65 74 09:30 216 245 21:30 58 67 09:45 154 865 254 1001 1866 21:45 54 237 61 267 504 10:00 147 218 22:00 41 45 10:15 143 218 22:15 42 31 10:30 139 226 22:30 29 51 10:45 133 562 221 883 1445 22:45 30 142 58 185 327 11:00 154 215 23:00 32 33 11:15 147 231 23:15 28 20 11:30 152 250 23:30 24 17 11:45 196 649 251 947 1596 23:45 21 105 13 83 188 Total Vol.5015 7644 12659 9607 8045 17652 GPS Coordinates: NB SB EB WB Combined 14622 15689 30311 Split %39.6%60.4%41.8%54.4%45.6%58.2% Peak Hour 07:30 07:30 07:30 16:00 16:30 16:30 Volume 1161 1598 2759 1471 1212 2664 P.H.F.0.94 0.92 0.96 0.98 0.94 0.99 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.132538, -117.244629 AM PM Project# Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. Thursday, July 30, 2015 15-1194-011 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 16 0 0 12:00 218 244 0 0 00:15 12 11 0 0 12:15 235 234 0 0 00:30 11 11 0 0 12:30 225 239 0 0 00:45 9 45 10 47 0 0 0 0 91 12:45 240 917 250 967 0 0 0 0 1884 01:00 7 4 0 0 13:00 251 242 0 0 01:15 6 6 0 0 13:15 245 230 0 0 01:30 7 7 0 0 13:30 252 245 0 0 01:45 7 26 5 21 0 0 0 0 47 13:45 243 990 239 956 0 0 0 0 1946 02:00 4 5 0 0 14:00 225 204 0 0 02:15 6 9 0 0 14:15 247 210 0 0 02:30 6 4 0 0 14:30 251 225 0 0 02:45 4 19 10 27 0 0 0 0 46 14:45 267 990 210 849 0 0 0 0 1838 03:00 5 6 0 0 15:00 300 212 0 0 03:15 5 16 0 0 15:15 326 200 0 0 03:30 5 24 0 0 15:30 335 230 0 0 03:45 10 24 34 79 0 0 0 0 103 15:45 356 1317 227 869 0 0 0 0 2186 04:00 11 20 0 0 16:00 362 267 0 0 04:15 16 34 0 0 16:15 361 286 0 0 04:30 29 39 0 0 16:30 378 290 0 0 04:45 21 76 69 161 0 0 0 0 237 16:45 373 1473 285 1127 0 0 0 0 2600 05:00 22 59 0 0 17:00 367 321 0 0 05:15 41 90 0 0 17:15 354 303 0 0 05:30 44 148 0 0 17:30 343 269 0 0 05:45 52 158 218 515 0 0 0 0 673 17:45 295 1358 253 1145 0 0 0 0 2503 06:00 76 160 0 0 18:00 273 227 0 0 06:15 139 234 0 0 18:15 254 194 0 0 06:30 166 281 0 0 18:30 256 173 0 0 06:45 182 563 338 1013 0 0 0 0 1576 18:45 226 1008 151 744 0 0 0 0 1752 07:00 193 323 0 0 19:00 215 129 0 0 07:15 235 405 0 0 19:15 165 132 0 0 07:30 264 415 0 0 19:30 147 106 0 0 07:45 305 997 417 1559 0 0 0 0 2556 19:45 137 663 111 478 0 0 0 0 1141 08:00 279 366 0 0 20:00 122 83 0 0 08:15 304 376 0 0 20:15 110 80 0 0 08:30 264 355 0 0 20:30 93 88 0 0 08:45 235 1082 353 1450 0 0 0 0 2532 20:45 92 417 73 323 0 0 0 0 740 09:00 233 251 0 0 21:00 73 67 0 0 09:15 225 262 0 0 21:15 63 77 0 0 09:30 204 270 0 0 21:30 62 63 0 0 09:45 153 814 248 1030 0 0 0 0 1844 21:45 54 251 61 267 0 0 0 0 518 10:00 143 207 0 0 22:00 41 42 0 0 10:15 138 243 0 0 22:15 42 37 0 0 10:30 130 223 0 0 22:30 29 54 0 0 10:45 129 540 220 892 0 0 0 0 1432 22:45 30 142 56 188 0 0 0 0 330 11:00 154 226 0 0 23:00 32 29 0 0 11:15 161 233 0 0 23:15 28 28 0 0 11:30 165 238 0 0 23:30 24 16 0 0 11:45 189 669 254 950 0 0 0 0 1618 23:45 21 105 13 86 0 0 0 0 191 Total Vol.5011 7742 12753 9629 7997 17626 GPS Coordinates: NB SB Combined 14640 15739 30378 Split %39.3%60.7%42.0%54.6%45.4%58.0% Peak Hour 07:30 07:15 07:30 16:15 16:30 16:30 Volume 1152 1602 2726 1479 1198 2670 P.H.F.0.94 0.96 0.94 0.98 0.93 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-011Project# Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. Wednesday, July 29, 2015 Thursday, July 30, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.132538, -117.244629 Melrose Drive Between Lionshead Avenue and Palomar Airport RoadWednesday, July 29, 2015End Time 29-Jul1:00 AM 972:00 AM 523:00 AM 434:00 AM 1155:00 AM 2786:00 AM 6607:00 AM 1,5978:00 AM 2,5669:00 AM 2,55810:00 AM 1,82211:00 AM 1,41812:00 PM 1,6401:00 PM 1,8602:00 PM 1,9493:00 PM 1,8114:00 PM 2,1675:00 PM 2,5816:00 PM 2,4817:00 PM 1,7558:00 PM 1,1769:00 PM 76310:00 PM 53111:00 PM 33212:00 AM193Total 3044505001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot Melrose Drive Between Lionshead Avenue and Palomar Airport RoadThursday, July 30, 2015End Time 30-Jul1:00 AM 852:00 AM 423:00 AM 484:00 AM 915:00 AM 1966:00 AM 6857:00 AM 1,5558:00 AM 2,5459:00 AM 2,50510:00 AM 1,86611:00 AM 1,44512:00 PM 1,5961:00 PM 1,9072:00 PM 1,9423:00 PM 1,8654:00 PM 2,2055:00 PM 2,6196:00 PM 2,5257:00 PM 1,7498:00 PM 1,1059:00 PM 71610:00 PM 50411:00 PM 32712:00 AM188Total 3031105001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 13 15 12:00 109 130 00:15 15 14 12:15 96 128 00:30 12 11 12:30 99 124 00:45 8 48 10 50 98 12:45 90 394 124 506 900 01:00 5 7 13:00 87 141 01:15 7 4 13:15 74 143 01:30 4 8 13:30 103 139 01:45 8 24 5 24 48 13:45 111 375 133 556 931 02:00 5 6 14:00 121 111 02:15 2 3 14:15 125 117 02:30 6 2 14:30 124 112 02:45 3 16 5 16 32 14:45 141 511 120 460 971 03:00 2 2 15:00 122 104 03:15 5 1 15:15 120 106 03:30 2 4 15:30 154 103 03:45 1 10 1 8 18 15:45 147 543 108 421 964 04:00 4 5 16:00 141 103 04:15 1 2 16:15 152 122 04:30 5 0 16:30 166 121 04:45 2 12 1 8 20 16:45 154 613 123 469 1082 05:00 8 5 17:00 177 136 05:15 9 16 17:15 174 131 05:30 16 20 17:30 189 128 05:45 13 46 24 65 111 17:45 96 636 122 517 1153 06:00 20 41 18:00 111 120 06:15 24 45 18:15 104 100 06:30 29 85 18:30 133 108 06:45 33 106 89 260 366 18:45 131 479 85 413 892 07:00 30 100 19:00 125 86 07:15 34 108 19:15 100 60 07:30 41 96 19:30 85 65 07:45 45 150 99 403 553 19:45 87 397 59 270 667 08:00 50 90 20:00 75 60 08:15 69 87 20:15 50 65 08:30 66 74 20:30 54 54 08:45 60 245 103 354 599 20:45 41 220 41 220 440 09:00 87 111 21:00 42 42 09:15 75 104 21:15 29 29 09:30 80 105 21:30 30 30 09:45 87 329 87 407 736 21:45 32 133 32 133 266 10:00 85 85 22:00 28 28 10:15 99 96 22:15 24 24 10:30 90 99 22:30 29 21 10:45 87 361 90 370 731 22:45 33 114 14 87 201 11:00 75 103 23:00 30 16 11:15 88 111 23:15 21 13 11:30 103 122 23:30 14 9 11:45 101 367 121 457 824 23:45 19 84 9 47 131 Total Vol.1714 2422 4136 4499 4099 8598 GPS Coordinates: NB SB EB WB Combined 6213 6521 12734 Split %41.4%58.6%32.5%52.3%47.7%67.5% Peak Hour 11:30 11:45 11:30 16:45 13:00 16:45 Volume 409 503 910 694 556 1212 P.H.F.0.94 0.97 0.95 0.92 0.97 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. State St. & Mountain View Dr. PM Project#Wednesday, July 15, 2015 AM Daily Totals 15-1194-012 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 11 12:00 101 136 00:15 11 9 12:15 100 122 00:30 10 6 12:30 107 120 00:45 14 48 3 29 77 12:45 106 414 101 479 893 01:00 16 5 13:00 103 104 01:15 13 2 13:15 85 106 01:30 9 1 13:30 89 103 01:45 6 44 4 12 56 13:45 103 380 125 438 818 02:00 3 1 14:00 122 124 02:15 2 5 14:15 121 141 02:30 5 2 14:30 125 145 02:45 2 12 3 11 23 14:45 124 492 128 538 1030 03:00 1 2 15:00 141 122 03:15 4 5 15:15 143 111 03:30 1 2 15:30 155 114 03:45 5 11 0 9 20 15:45 152 591 131 478 1069 04:00 2 0 16:00 166 131 04:15 8 1 16:15 154 128 04:30 5 5 16:30 174 124 04:45 7 22 2 8 30 16:45 185 679 111 494 1173 05:00 7 8 17:00 181 105 05:15 16 16 17:15 178 109 05:30 13 20 17:30 152 89 05:45 18 54 24 68 122 17:45 166 677 106 409 1086 06:00 20 41 18:00 161 103 06:15 24 45 18:15 154 101 06:30 41 77 18:30 147 104 06:45 42 127 70 233 360 18:45 122 584 78 386 970 07:00 45 78 19:00 120 78 07:15 50 89 19:15 104 80 07:30 54 90 19:30 85 87 07:45 59 208 99 356 564 19:45 86 395 75 320 715 08:00 66 90 20:00 60 60 08:15 60 103 20:15 54 69 08:30 87 101 20:30 75 60 08:45 85 298 104 398 696 20:45 50 239 65 254 493 09:00 89 87 21:00 54 54 09:15 99 85 21:15 41 41 09:30 90 88 21:30 42 42 09:45 98 376 89 349 725 21:45 29 166 29 166 332 10:00 87 90 22:00 33 30 10:15 101 98 22:15 30 32 10:30 104 87 22:30 36 28 10:45 108 400 103 378 778 22:45 32 131 24 114 245 11:00 88 111 23:00 28 21 11:15 80 121 23:15 21 14 11:30 87 123 23:30 19 19 11:45 82 337 130 485 822 23:45 16 84 13 67 151 Total Vol.1937 2336 4273 4832 4143 8975 GPS Coordinates: NB SB EB WB Combined 6769 6479 13248 Split %45.3%54.7%32.3%53.8%46.2%67.7% Peak Hour 10:15 11:30 11:45 16:30 14:00 16:00 Volume 401 511 898 718 538 1173 P.H.F.0.93 0.94 0.95 0.97 0.93 0.98 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 16, 2015 15-1194-012 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 13 0 0 12:00 105 133 0 0 00:15 13 12 0 0 12:15 98 125 0 0 00:30 11 9 0 0 12:30 103 122 0 0 00:45 11 48 7 40 0 0 0 0 88 12:45 98 404 113 493 0 0 0 0 897 01:00 11 6 0 0 13:00 95 123 0 0 01:15 10 3 0 0 13:15 80 125 0 0 01:30 7 5 0 0 13:30 96 121 0 0 01:45 7 34 5 18 0 0 0 0 52 13:45 107 378 129 497 0 0 0 0 875 02:00 4 4 0 0 14:00 122 118 0 0 02:15 2 4 0 0 14:15 123 129 0 0 02:30 6 2 0 0 14:30 125 129 0 0 02:45 3 14 4 14 0 0 0 0 28 14:45 133 502 124 499 0 0 0 0 1001 03:00 2 2 0 0 15:00 132 113 0 0 03:15 5 3 0 0 15:15 132 109 0 0 03:30 2 3 0 0 15:30 155 109 0 0 03:45 3 11 1 9 0 0 0 0 19 15:45 150 567 120 450 0 0 0 0 1017 04:00 3 3 0 0 16:00 154 117 0 0 04:15 5 2 0 0 16:15 153 125 0 0 04:30 5 3 0 0 16:30 170 123 0 0 04:45 5 17 2 8 0 0 0 0 25 16:45 170 646 117 482 0 0 0 0 1128 05:00 8 7 0 0 17:00 179 121 0 0 05:15 13 16 0 0 17:15 176 120 0 0 05:30 15 20 0 0 17:30 171 109 0 0 05:45 16 50 24 67 0 0 0 0 117 17:45 131 657 114 463 0 0 0 0 1120 06:00 20 41 0 0 18:00 136 112 0 0 06:15 24 45 0 0 18:15 129 101 0 0 06:30 35 81 0 0 18:30 140 106 0 0 06:45 38 117 80 247 0 0 0 0 363 18:45 127 532 82 400 0 0 0 0 931 07:00 38 89 0 0 19:00 123 82 0 0 07:15 42 99 0 0 19:15 102 70 0 0 07:30 48 93 0 0 19:30 85 76 0 0 07:45 52 179 99 380 0 0 0 0 559 19:45 87 396 67 295 0 0 0 0 691 08:00 58 90 0 0 20:00 68 60 0 0 08:15 65 95 0 0 20:15 52 67 0 0 08:30 77 88 0 0 20:30 65 57 0 0 08:45 73 272 104 376 0 0 0 0 648 20:45 46 230 53 237 0 0 0 0 467 09:00 88 99 0 0 21:00 48 48 0 0 09:15 87 95 0 0 21:15 35 35 0 0 09:30 85 97 0 0 21:30 36 36 0 0 09:45 93 353 88 378 0 0 0 0 731 21:45 31 150 31 150 0 0 0 0 299 10:00 86 88 0 0 22:00 31 29 0 0 10:15 100 97 0 0 22:15 27 28 0 0 10:30 97 93 0 0 22:30 33 25 0 0 10:45 98 381 97 374 0 0 0 0 755 22:45 33 123 19 101 0 0 0 0 223 11:00 82 107 0 0 23:00 29 19 0 0 11:15 84 116 0 0 23:15 21 14 0 0 11:30 95 123 0 0 23:30 17 14 0 0 11:45 92 352 126 471 0 0 0 0 823 23:45 18 84 11 57 0 0 0 0 141 Total Vol.1826 2379 4205 4666 4121 8787 GPS Coordinates: NB SB Combined 6491 6500 12991 Split %43.4%56.6%32.4%53.1%46.9%67.6% Peak Hour 11:45 11:30 11:45 16:45 13:45 16:30 Volume 398 506 903 695 504 1175 P.H.F.0.95 0.95 0.95 0.97 0.98 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-012Project# Carlsbad Blvd. btwn. State St. & Mountain View Dr. Wednesday, July 15, 2015 Thursday, July 16, 2015 AM PM Daily Totals 2-DAY AVERAGE 0 Carlsbad BoulevardBetween State Street and Mountain View DriveWednesday, July 15, 2015End Time 15-Jul1:00 AM 982:00 AM 483:00 AM 324:00 AM 185:00 AM 206:00 AM 1117:00 AM 3668:00 AM 5539:00 AM 59910:00 AM 73611:00 AM 73112:00 PM 8241:00 PM 9002:00 PM 9313:00 PM 9714:00 PM 9645:00 PM 1,0826:00 PM 1,1537:00 PM 8928:00 PM 6679:00 PM 44010:00 PM 26611:00 PM 20112:00 AM131Total 1273402004006008001,0001,2001,400Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween State Street and Mountain View DriveThursday, July 16, 2015End Time 16-Jul1:00 AM 772:00 AM 563:00 AM 234:00 AM 205:00 AM 306:00 AM 1227:00 AM 3608:00 AM 5649:00 AM 69610:00 AM 72511:00 AM 77812:00 PM 8221:00 PM 8932:00 PM 8183:00 PM 1,0304:00 PM 1,0695:00 PM 1,1736:00 PM 1,0867:00 PM 9708:00 PM 7159:00 PM 49310:00 PM 33211:00 PM 24512:00 AM151Total 1324802004006008001,0001,2001,400Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 14 14 12:00 150 155 00:15 6 8 12:15 135 198 00:30 5 5 12:30 152 166 00:45 7 32 7 34 66 12:45 157 594 155 674 1268 01:00 4 10 13:00 147 180 01:15 7 6 13:15 146 160 01:30 7 6 13:30 135 161 01:45 2 20 11 33 53 13:45 155 583 178 679 1262 02:00 4 3 14:00 143 141 02:15 2 4 14:15 137 160 02:30 1 2 14:30 127 154 02:45 4 11 6 15 26 14:45 140 547 121 576 1123 03:00 2 1 15:00 163 157 03:15 1 1 15:15 164 162 03:30 1 3 15:30 170 150 03:45 5 9 3 8 17 15:45 211 708 146 615 1323 04:00 3 1 16:00 201 157 04:15 2 4 16:15 223 149 04:30 4 4 16:30 217 144 04:45 2 11 13 22 33 16:45 210 851 129 579 1430 05:00 3 5 17:00 243 146 05:15 1 14 17:15 222 155 05:30 6 24 17:30 226 153 05:45 16 26 27 70 96 17:45 249 940 132 586 1526 06:00 23 39 18:00 207 150 06:15 21 59 18:15 231 116 06:30 25 106 18:30 170 111 06:45 49 118 160 364 482 18:45 166 774 106 483 1257 07:00 42 212 19:00 133 118 07:15 48 212 19:15 137 121 07:30 50 247 19:30 128 134 07:45 44 184 210 881 1065 19:45 123 521 117 490 1011 08:00 76 109 20:00 117 104 08:15 66 113 20:15 89 102 08:30 68 131 20:30 88 76 08:45 85 295 131 484 779 20:45 70 364 95 377 741 09:00 88 126 21:00 61 74 09:15 92 124 21:15 49 77 09:30 95 113 21:30 46 67 09:45 85 360 124 487 847 21:45 32 188 40 258 446 10:00 96 130 22:00 37 55 10:15 140 119 22:15 33 46 10:30 123 113 22:30 27 28 10:45 142 501 118 480 981 22:45 20 117 26 155 272 11:00 144 148 23:00 25 29 11:15 142 147 23:15 23 13 11:30 152 135 23:30 19 12 11:45 146 584 155 585 1169 23:45 17 84 15 69 153 Total Vol.2151 3463 5614 6271 5541 11812 GPS Coordinates: NB SB EB WB Combined 8422 9004 17426 Split %38.3%61.7%32.2%53.1%46.9%67.8% Peak Hour 11:15 07:00 11:45 17:00 12:15 17:00 Volume 590 881 1257 940 699 1526 P.H.F.0.97 0.89 0.94 0.94 0.88 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. PM Project#Tuesday, July 21, 2015 AM Daily Totals 15-1194-013 DAY 1 33.150744, -117.347971 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 17 12:00 151 264 00:15 13 10 12:15 132 232 00:30 7 18 12:30 142 225 00:45 7 41 7 52 93 12:45 135 560 238 959 1519 01:00 8 5 13:00 130 217 01:15 9 7 13:15 117 217 01:30 3 11 13:30 152 193 01:45 1 21 3 26 47 13:45 139 538 223 850 1388 02:00 6 3 14:00 115 212 02:15 4 4 14:15 135 248 02:30 1 4 14:30 156 170 02:45 2 13 5 16 29 14:45 150 556 172 802 1358 03:00 1 2 15:00 176 135 03:15 0 2 15:15 129 151 03:30 0 1 15:30 186 136 03:45 0 1 5 10 11 15:45 207 698 173 595 1293 04:00 2 0 16:00 211 156 04:15 3 7 16:15 231 137 04:30 1 4 16:30 214 141 04:45 4 10 10 21 31 16:45 235 891 142 576 1467 05:00 4 9 17:00 224 168 05:15 8 21 17:15 266 155 05:30 12 23 17:30 260 145 05:45 16 40 31 84 124 17:45 248 998 153 621 1619 06:00 31 44 18:00 230 135 06:15 27 81 18:15 215 145 06:30 38 147 18:30 172 122 06:45 44 140 140 412 552 18:45 165 782 127 529 1311 07:00 48 146 19:00 179 131 07:15 44 174 19:15 128 128 07:30 59 172 19:30 137 128 07:45 62 213 153 645 858 19:45 146 590 122 509 1099 08:00 90 152 20:00 121 132 08:15 65 135 20:15 134 110 08:30 82 146 20:30 94 98 08:45 84 321 105 538 859 20:45 69 418 99 439 857 09:00 85 150 21:00 75 99 09:15 87 136 21:15 44 69 09:30 79 129 21:30 50 65 09:45 102 353 144 559 912 21:45 33 202 47 280 482 10:00 104 108 22:00 52 51 10:15 105 147 22:15 43 39 10:30 114 118 22:30 24 32 10:45 107 430 148 521 951 22:45 36 155 26 148 303 11:00 121 159 23:00 22 22 11:15 123 206 23:15 17 26 11:30 130 195 23:30 18 11 11:45 134 508 226 786 1294 23:45 10 67 13 72 139 Total Vol.2091 3670 5761 6455 6380 12835 GPS Coordinates: NB SB EB WB Combined 8546 10050 18596 Split %36.3%63.7%31.0%50.3%49.7%69.0% Peak Hour 11:45 11:45 11:45 17:15 12:00 17:00 Volume 559 947 1506 1004 959 1619 P.H.F.0.93 0.90 0.91 0.94 0.91 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.150744, -117.347971 AM PM Project# Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Wednesday, July 22, 2015 15-1194-013 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 16 0 0 12:00 151 210 0 0 00:15 10 9 0 0 12:15 134 215 0 0 00:30 6 12 0 0 12:30 147 196 0 0 00:45 7 37 7 43 0 0 0 0 80 12:45 146 577 197 817 0 0 0 0 1394 01:00 6 8 0 0 13:00 139 199 0 0 01:15 8 7 0 0 13:15 132 189 0 0 01:30 5 9 0 0 13:30 144 177 0 0 01:45 2 21 7 30 0 0 0 0 50 13:45 147 561 201 765 0 0 0 0 1325 02:00 5 3 0 0 14:00 129 177 0 0 02:15 3 4 0 0 14:15 136 204 0 0 02:30 1 3 0 0 14:30 142 162 0 0 02:45 3 12 6 16 0 0 0 0 28 14:45 145 552 147 689 0 0 0 0 1241 03:00 2 2 0 0 15:00 170 146 0 0 03:15 1 2 0 0 15:15 147 157 0 0 03:30 1 2 0 0 15:30 178 143 0 0 03:45 3 5 4 9 0 0 0 0 14 15:45 209 703 160 605 0 0 0 0 1308 04:00 3 1 0 0 16:00 206 157 0 0 04:15 3 6 0 0 16:15 227 143 0 0 04:30 3 4 0 0 16:30 216 143 0 0 04:45 3 11 12 22 0 0 0 0 32 16:45 223 871 136 578 0 0 0 0 1449 05:00 4 7 0 0 17:00 234 157 0 0 05:15 5 18 0 0 17:15 244 155 0 0 05:30 9 24 0 0 17:30 243 149 0 0 05:45 16 33 29 77 0 0 0 0 110 17:45 249 969 143 604 0 0 0 0 1573 06:00 27 42 0 0 18:00 219 143 0 0 06:15 24 70 0 0 18:15 223 131 0 0 06:30 32 127 0 0 18:30 171 117 0 0 06:45 47 129 150 388 0 0 0 0 517 18:45 166 778 117 506 0 0 0 0 1284 07:00 45 179 0 0 19:00 156 125 0 0 07:15 46 193 0 0 19:15 133 125 0 0 07:30 55 210 0 0 19:30 133 131 0 0 07:45 53 199 182 763 0 0 0 0 962 19:45 135 556 120 500 0 0 0 0 1055 08:00 83 131 0 0 20:00 119 118 0 0 08:15 66 124 0 0 20:15 112 106 0 0 08:30 75 139 0 0 20:30 91 87 0 0 08:45 85 308 118 511 0 0 0 0 819 20:45 70 391 97 408 0 0 0 0 799 09:00 87 138 0 0 21:00 68 87 0 0 09:15 90 130 0 0 21:15 47 73 0 0 09:30 87 121 0 0 21:30 48 66 0 0 09:45 94 357 134 523 0 0 0 0 880 21:45 33 195 44 269 0 0 0 0 464 10:00 100 119 0 0 22:00 45 53 0 0 10:15 123 133 0 0 22:15 38 43 0 0 10:30 119 116 0 0 22:30 26 30 0 0 10:45 125 466 133 501 0 0 0 0 966 22:45 28 136 26 152 0 0 0 0 288 11:00 133 154 0 0 23:00 24 26 0 0 11:15 133 177 0 0 23:15 20 20 0 0 11:30 141 165 0 0 23:30 19 12 0 0 11:45 140 546 191 686 0 0 0 0 1232 23:45 14 76 14 71 0 0 0 0 146 Total Vol.2121 3567 5688 6363 5961 12324 GPS Coordinates: NB SB Combined 8484 9527 18011 Split %37.3%62.7%31.6%51.6%48.4%68.4% Peak Hour 11:45 11:45 11:45 17:00 12:00 17:00 Volume 571 811 1382 969 817 1573 P.H.F.0.95 0.94 0.96 0.97 0.95 0.99 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-013Project# Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Tuesday, July 21, 2015 Wednesday, July 22, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.150744, -117.347971 Carlsbad BoulevardBetween Acacia Avenue and Cherry AvenueTuesday, July 21, 2015End Time 21-Jul1:00 AM 662:00 AM 533:00 AM 264:00 AM 175:00 AM 336:00 AM 967:00 AM 4828:00 AM 1,0659:00 AM 77910:00 AM 84711:00 AM 98112:00 PM 1,1691:00 PM 1,2682:00 PM 1,2623:00 PM 1,1234:00 PM 1,3235:00 PM 1,4306:00 PM 1,5267:00 PM 1,2578:00 PM 1,0119:00 PM 74110:00 PM 44611:00 PM 27212:00 AM153Total 1742602004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Acacia Avenue and Cherry AvenueWednesday, July 22, 2015End Time 22-Jul1:00 AM 932:00 AM 473:00 AM 294:00 AM 115:00 AM 316:00 AM 1247:00 AM 5528:00 AM 8589:00 AM 85910:00 AM 91211:00 AM 95112:00 PM 1,2941:00 PM 1,5192:00 PM 1,3883:00 PM 1,3584:00 PM 1,2935:00 PM 1,4676:00 PM 1,6197:00 PM 1,3118:00 PM 1,0999:00 PM 85710:00 PM 48211:00 PM 30312:00 AM139Total 1859602004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 15 8 12:00 178 195 00:15 7 5 12:15 190 215 00:30 10 8 12:30 171 223 00:45 2 34 8 29 63 12:45 176 715 167 800 1515 01:00 4 7 13:00 194 210 01:15 6 6 13:15 162 185 01:30 6 5 13:30 147 164 01:45 5 21 10 28 49 13:45 180 683 192 751 1434 02:00 4 6 14:00 183 156 02:15 1 5 14:15 161 156 02:30 0 1 14:30 169 152 02:45 5 10 5 17 27 14:45 186 699 149 613 1312 03:00 1 2 15:00 191 167 03:15 1 1 15:15 200 166 03:30 4 4 15:30 199 149 03:45 5 11 2 9 20 15:45 241 831 146 628 1459 04:00 2 2 16:00 236 164 04:15 1 3 16:15 248 162 04:30 3 3 16:30 261 158 04:45 8 14 10 18 32 16:45 257 1002 138 622 1624 05:00 5 8 17:00 263 160 05:15 6 12 17:15 268 153 05:30 15 26 17:30 296 141 05:45 15 41 41 87 128 17:45 273 1100 148 602 1702 06:00 17 48 18:00 260 122 06:15 20 75 18:15 254 113 06:30 21 138 18:30 209 131 06:45 57 115 222 483 598 18:45 191 914 112 478 1392 07:00 51 246 19:00 173 119 07:15 38 295 19:15 172 115 07:30 50 283 19:30 143 134 07:45 53 192 319 1143 1335 19:45 146 634 134 502 1136 08:00 77 217 20:00 109 127 08:15 70 134 20:15 113 106 08:30 80 195 20:30 78 92 08:45 91 318 180 726 1044 20:45 75 375 78 403 778 09:00 105 139 21:00 62 74 09:15 92 153 21:15 51 75 09:30 104 148 21:30 58 77 09:45 106 407 156 596 1003 21:45 34 205 45 271 476 10:00 113 151 22:00 37 43 10:15 148 129 22:15 31 37 10:30 148 152 22:30 24 30 10:45 141 550 152 584 1134 22:45 25 117 24 134 251 11:00 144 181 23:00 29 27 11:15 160 182 23:15 29 16 11:30 162 208 23:30 18 8 11:45 176 642 230 801 1443 23:45 16 92 8 59 151 Total Vol.2355 4521 6876 7367 5863 13230 GPS Coordinates: NB SB EB WB Combined 9722 10384 20106 Split %34.2%65.8%34.2%55.7%44.3%65.8% Peak Hour 11:45 07:00 11:45 17:00 12:15 17:00 Volume 715 1143 1578 1100 815 1702 P.H.F.0.94 0.90 0.97 0.93 0.91 0.97 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 21, 2015 AM Daily Totals 15-1194-014 DAY 1 33.136429, -117.337882 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 14 12:00 176 320 00:15 12 7 12:15 158 252 00:30 7 14 12:30 170 253 00:45 6 43 7 42 85 12:45 142 646 275 1100 1746 01:00 5 6 13:00 165 258 01:15 6 5 13:15 159 249 01:30 3 11 13:30 168 274 01:45 1 15 4 26 41 13:45 170 662 271 1052 1714 02:00 5 2 14:00 142 261 02:15 2 3 14:15 167 217 02:30 2 3 14:30 182 230 02:45 2 11 3 11 22 14:45 198 689 195 903 1592 03:00 0 2 15:00 209 153 03:15 1 2 15:15 183 152 03:30 0 0 15:30 233 171 03:45 1 2 5 9 11 15:45 247 872 180 656 1528 04:00 2 2 16:00 243 179 04:15 1 5 16:15 281 171 04:30 1 3 16:30 272 150 04:45 4 8 8 18 26 16:45 257 1053 157 657 1710 05:00 6 9 17:00 278 171 05:15 11 14 17:15 338 179 05:30 13 24 17:30 313 157 05:45 15 45 36 83 128 17:45 299 1228 148 655 1883 06:00 17 46 18:00 265 138 06:15 21 123 18:15 223 154 06:30 46 161 18:30 237 142 06:45 47 131 211 541 672 18:45 191 916 113 547 1463 07:00 34 202 19:00 204 134 07:15 41 232 19:15 155 142 07:30 52 242 19:30 168 127 07:45 61 188 217 893 1081 19:45 191 718 147 550 1268 08:00 76 221 20:00 129 144 08:15 68 187 20:15 142 124 08:30 73 213 20:30 100 107 08:45 108 325 185 806 1131 20:45 81 452 95 470 922 09:00 85 164 21:00 71 90 09:15 98 190 21:15 55 74 09:30 97 163 21:30 47 56 09:45 111 391 132 649 1040 21:45 51 224 44 264 488 10:00 102 146 22:00 39 46 10:15 113 152 22:15 40 45 10:30 119 161 22:30 24 29 10:45 130 464 150 609 1073 22:45 30 133 30 150 283 11:00 131 171 23:00 28 26 11:15 147 227 23:15 24 16 11:30 156 314 23:30 20 18 11:45 166 600 307 1019 1619 23:45 11 83 12 72 155 Total Vol.2223 4706 6929 7676 7076 14752 GPS Coordinates: NB SB EB WB Combined 9899 11782 21681 Split %32.1%67.9%32.0%52.0%48.0%68.0% Peak Hour 11:45 11:30 11:30 17:00 12:00 17:00 Volume 670 1193 1849 1228 1100 1883 P.H.F.0.95 0.93 0.93 0.91 0.86 0.91 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.136429, -117.337882 AM PM Project# Carlsbad Blvd. btwn. Tamarack Ave. & Tierra Del Oro Wednesday, July 22, 2015 15-1194-014 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 17 11 0 0 12:00 177 258 0 0 00:15 10 6 0 0 12:15 174 234 0 0 00:30 9 11 0 0 12:30 171 238 0 0 00:45 4 39 8 36 0 0 0 0 74 12:45 159 681 221 950 0 0 0 0 1631 01:00 5 7 0 0 13:00 180 234 0 0 01:15 6 6 0 0 13:15 161 217 0 0 01:30 5 8 0 0 13:30 158 219 0 0 01:45 3 18 7 27 0 0 0 0 45 13:45 175 673 232 902 0 0 0 0 1574 02:00 5 4 0 0 14:00 163 209 0 0 02:15 2 4 0 0 14:15 164 187 0 0 02:30 1 2 0 0 14:30 176 191 0 0 02:45 4 11 4 14 0 0 0 0 25 14:45 192 694 172 758 0 0 0 0 1452 03:00 1 2 0 0 15:00 200 160 0 0 03:15 1 2 0 0 15:15 192 159 0 0 03:30 2 2 0 0 15:30 216 160 0 0 03:45 3 7 4 9 0 0 0 0 16 15:45 244 852 163 642 0 0 0 0 1494 04:00 2 2 0 0 16:00 240 172 0 0 04:15 1 4 0 0 16:15 265 167 0 0 04:30 2 3 0 0 16:30 267 154 0 0 04:45 6 11 9 18 0 0 0 0 29 16:45 257 1028 148 640 0 0 0 0 1667 05:00 6 9 0 0 17:00 271 166 0 0 05:15 9 13 0 0 17:15 303 166 0 0 05:30 14 25 0 0 17:30 305 149 0 0 05:45 15 43 39 85 0 0 0 0 128 17:45 286 1164 148 629 0 0 0 0 1793 06:00 17 47 0 0 18:00 263 130 0 0 06:15 21 99 0 0 18:15 239 134 0 0 06:30 34 150 0 0 18:30 223 137 0 0 06:45 52 123 217 512 0 0 0 0 635 18:45 191 915 113 513 0 0 0 0 1428 07:00 43 224 0 0 19:00 189 127 0 0 07:15 40 264 0 0 19:15 164 129 0 0 07:30 51 263 0 0 19:30 156 131 0 0 07:45 57 190 268 1018 0 0 0 0 1208 19:45 169 676 141 526 0 0 0 0 1202 08:00 77 219 0 0 20:00 119 136 0 0 08:15 69 161 0 0 20:15 128 115 0 0 08:30 77 204 0 0 20:30 89 100 0 0 08:45 100 322 183 766 0 0 0 0 1088 20:45 78 414 87 437 0 0 0 0 850 09:00 95 152 0 0 21:00 67 82 0 0 09:15 95 172 0 0 21:15 53 75 0 0 09:30 101 156 0 0 21:30 53 67 0 0 09:45 109 399 144 623 0 0 0 0 1022 21:45 43 215 45 268 0 0 0 0 482 10:00 108 149 0 0 22:00 38 45 0 0 10:15 131 141 0 0 22:15 36 41 0 0 10:30 134 157 0 0 22:30 24 30 0 0 10:45 136 507 151 597 0 0 0 0 1104 22:45 28 125 27 142 0 0 0 0 267 11:00 138 176 0 0 23:00 29 27 0 0 11:15 154 205 0 0 23:15 27 16 0 0 11:30 159 261 0 0 23:30 19 13 0 0 11:45 171 621 269 910 0 0 0 0 1531 23:45 14 88 10 66 0 0 0 0 153 Total Vol.2289 4614 6903 7522 6470 13991 GPS Coordinates: NB SB Combined 9811 11083 20894 Split %33.2%66.8%33.0%53.8%46.2%67.0% Peak Hour 11:45 11:30 11:30 17:00 12:00 17:00 Volume 693 1021 1702 1164 950 1793 P.H.F.0.98 0.95 0.97 0.96 0.92 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-014Project# Carlsbad Blvd. btwn. Tamarack Ave. & Tierra Del Oro Tuesday, July 21, 2015 Wednesday, July 22, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.136429, -117.337882 Carlsbad BoulevardBetween Tamarack Avenue and Tierra Del Oro StreetTuesday, July 21, 2015End Time 21-Jul1:00 AM 632:00 AM 493:00 AM 274:00 AM 205:00 AM 326:00 AM 1287:00 AM 5988:00 AM 1,3359:00 AM 1,04410:00 AM 1,00311:00 AM 1,13412:00 PM 1,4431:00 PM 1,5152:00 PM 1,4343:00 PM 1,3124:00 PM 1,4595:00 PM 1,6246:00 PM 1,7027:00 PM 1,3928:00 PM 1,1369:00 PM 77810:00 PM 47611:00 PM 25112:00 AM151Total 2010602004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Tamarack Avenue and Tierra Del Oro StreetWednesday, July 22, 2015End Time 22-Jul1:00 AM 852:00 AM 413:00 AM 224:00 AM 115:00 AM 266:00 AM 1287:00 AM 6728:00 AM 1,0819:00 AM 1,13110:00 AM 1,04011:00 AM 1,07312:00 PM 1,6191:00 PM 1,7462:00 PM 1,7143:00 PM 1,5924:00 PM 1,5285:00 PM 1,7106:00 PM 1,8837:00 PM 1,4638:00 PM 1,2689:00 PM 92210:00 PM 48811:00 PM 28312:00 AM155Total 2168102004006008001,0001,2001,4001,6001,8002,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 16 12 12:00 109 220 00:15 8 4 12:15 114 211 00:30 8 15 12:30 97 189 00:45 4 36 4 35 71 12:45 102 422 217 837 1259 01:00 4 6 13:00 107 199 01:15 3 2 13:15 108 205 01:30 5 9 13:30 127 186 01:45 4 16 3 20 36 13:45 101 443 177 767 1210 02:00 1 3 14:00 114 207 02:15 2 3 14:15 113 174 02:30 2 3 14:30 139 169 02:45 2 7 1 10 17 14:45 136 502 154 704 1206 03:00 0 0 15:00 145 120 03:15 1 2 15:15 167 143 03:30 1 0 15:30 178 166 03:45 1 3 4 6 9 15:45 185 675 155 584 1259 04:00 2 1 16:00 206 150 04:15 1 2 16:15 201 149 04:30 2 0 16:30 200 149 04:45 0 5 4 7 12 16:45 194 801 145 593 1394 05:00 5 6 17:00 214 180 05:15 6 15 17:15 206 140 05:30 8 12 17:30 196 155 05:45 11 30 22 55 85 17:45 227 843 143 618 1461 06:00 16 39 18:00 182 121 06:15 28 53 18:15 200 155 06:30 46 89 18:30 200 122 06:45 43 133 150 331 464 18:45 157 739 78 476 1215 07:00 27 178 19:00 153 91 07:15 42 182 19:15 118 91 07:30 45 190 19:30 119 97 07:45 53 167 172 722 889 19:45 132 522 94 373 895 08:00 62 171 20:00 96 91 08:15 64 146 20:15 107 101 08:30 68 145 20:30 87 80 08:45 84 278 130 592 870 20:45 65 355 76 348 703 09:00 85 126 21:00 54 73 09:15 81 123 21:15 45 57 09:30 68 106 21:30 49 45 09:45 91 325 105 460 785 21:45 37 185 30 205 390 10:00 83 102 22:00 39 34 10:15 81 132 22:15 38 39 10:30 88 141 22:30 22 19 10:45 107 359 97 472 831 22:45 23 122 19 111 233 11:00 90 163 23:00 20 23 11:15 89 197 23:15 23 25 11:30 100 217 23:30 17 11 11:45 92 371 167 744 1115 23:45 6 66 10 69 135 Total Vol.1730 3454 5184 5675 5685 11360 GPS Coordinates: NB SB EB WB Combined 7405 9139 16544 Split %33.4%66.6%31.3%50.0%50.0%68.7% Peak Hour 11:30 11:30 11:30 17:00 12:00 17:00 Volume 415 815 1230 843 837 1461 P.H.F.0.91 0.93 0.93 0.93 0.95 0.93 PM Project#Wednesday, July 22, 2015 AM Daily Totals 15-1194-015 DAY 1 32.130991, -117.334301 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 11 12:00 155 182 00:15 11 7 12:15 148 176 00:30 6 7 12:30 127 182 00:45 7 34 8 33 67 12:45 117 547 194 734 1281 01:00 4 7 13:00 121 196 01:15 6 5 13:15 132 161 01:30 3 6 13:30 113 201 01:45 3 16 5 23 39 13:45 134 500 167 725 1225 02:00 7 5 14:00 111 178 02:15 2 0 14:15 134 176 02:30 2 1 14:30 118 149 02:45 2 13 3 9 22 14:45 119 482 181 684 1166 03:00 1 4 15:00 149 198 03:15 1 0 15:15 154 217 03:30 1 2 15:30 207 191 03:45 2 5 1 7 12 15:45 188 698 179 785 1483 04:00 4 0 16:00 168 168 04:15 1 2 16:15 201 186 04:30 1 3 16:30 211 144 04:45 5 11 1 6 17 16:45 172 752 152 650 1402 05:00 3 4 17:00 210 113 05:15 5 16 17:15 187 130 05:30 3 17 17:30 202 142 05:45 14 25 35 72 97 17:45 220 819 124 509 1328 06:00 11 37 18:00 181 129 06:15 22 53 18:15 213 117 06:30 37 104 18:30 202 88 06:45 35 105 145 339 444 18:45 143 739 99 433 1172 07:00 33 178 19:00 140 95 07:15 40 209 19:15 113 110 07:30 49 218 19:30 151 90 07:45 38 160 176 781 941 19:45 123 527 103 398 925 08:00 74 149 20:00 112 134 08:15 69 125 20:15 107 103 08:30 69 133 20:30 89 82 08:45 105 317 124 531 848 20:45 61 369 72 391 760 09:00 80 124 21:00 52 57 09:15 91 101 21:15 61 54 09:30 73 115 21:30 46 48 09:45 104 348 97 437 785 21:45 37 196 49 208 404 10:00 84 109 22:00 27 55 10:15 89 105 22:15 22 49 10:30 111 126 22:30 23 29 10:45 98 382 127 467 849 22:45 27 99 36 169 268 11:00 107 159 23:00 21 19 11:15 109 174 23:15 17 13 11:30 108 173 23:30 13 14 11:45 121 445 182 688 1133 23:45 12 63 14 60 123 Total Vol.1861 3393 5254 5791 5746 11537 GPS Coordinates: NB SB EB WB Combined 7652 9139 16791 Split %35.4%64.6%31.3%50.2%49.8%68.7% Peak Hour 11:45 07:00 11:45 17:00 14:45 15:30 Volume 551 781 1273 819 787 1488 P.H.F.0.89 0.90 0.94 0.93 0.91 0.93 32.130991, -117.334301 AM PM Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Thursday, July 23, 2015 15-1194-015 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 13 12 0 0 12:00 132 201 0 0 00:15 10 6 0 0 12:15 131 194 0 0 00:30 7 11 0 0 12:30 112 186 0 0 00:45 6 35 6 34 0 0 0 0 69 12:45 110 485 206 786 0 0 0 0 1270 01:00 4 7 0 0 13:00 114 198 0 0 01:15 5 4 0 0 13:15 120 183 0 0 01:30 4 8 0 0 13:30 120 194 0 0 01:45 4 16 4 22 0 0 0 0 38 13:45 118 472 172 746 0 0 0 0 1218 02:00 4 4 0 0 14:00 113 193 0 0 02:15 2 2 0 0 14:15 124 175 0 0 02:30 2 2 0 0 14:30 129 159 0 0 02:45 2 10 2 10 0 0 0 0 20 14:45 128 492 168 694 0 0 0 0 1186 03:00 1 2 0 0 15:00 147 159 0 0 03:15 1 1 0 0 15:15 161 180 0 0 03:30 1 1 0 0 15:30 193 179 0 0 03:45 2 4 3 7 0 0 0 0 11 15:45 187 687 167 685 0 0 0 0 1371 04:00 3 1 0 0 16:00 187 159 0 0 04:15 1 2 0 0 16:15 201 168 0 0 04:30 2 2 0 0 16:30 206 147 0 0 04:45 3 8 3 7 0 0 0 0 15 16:45 183 777 149 622 0 0 0 0 1398 05:00 4 5 0 0 17:00 212 147 0 0 05:15 6 16 0 0 17:15 197 135 0 0 05:30 6 15 0 0 17:30 199 149 0 0 05:45 13 28 29 64 0 0 0 0 91 17:45 224 831 134 564 0 0 0 0 1395 06:00 14 38 0 0 18:00 182 125 0 0 06:15 25 53 0 0 18:15 207 136 0 0 06:30 42 97 0 0 18:30 201 105 0 0 06:45 39 119 148 335 0 0 0 0 454 18:45 150 739 89 455 0 0 0 0 1194 07:00 30 178 0 0 19:00 147 93 0 0 07:15 41 196 0 0 19:15 116 101 0 0 07:30 47 204 0 0 19:30 135 94 0 0 07:45 46 164 174 752 0 0 0 0 915 19:45 128 525 99 386 0 0 0 0 910 08:00 68 160 0 0 20:00 104 113 0 0 08:15 67 136 0 0 20:15 107 102 0 0 08:30 69 139 0 0 20:30 88 81 0 0 08:45 95 298 127 562 0 0 0 0 859 20:45 63 362 74 370 0 0 0 0 732 09:00 83 125 0 0 21:00 53 65 0 0 09:15 86 112 0 0 21:15 53 56 0 0 09:30 71 111 0 0 21:30 48 47 0 0 09:45 98 337 101 449 0 0 0 0 785 21:45 37 191 40 207 0 0 0 0 397 10:00 84 106 0 0 22:00 33 45 0 0 10:15 85 119 0 0 22:15 30 44 0 0 10:30 100 134 0 0 22:30 23 24 0 0 10:45 103 371 112 470 0 0 0 0 840 22:45 25 111 28 140 0 0 0 0 251 11:00 99 161 0 0 23:00 21 21 0 0 11:15 99 186 0 0 23:15 20 19 0 0 11:30 104 195 0 0 23:30 15 13 0 0 11:45 107 408 175 716 0 0 0 0 1124 23:45 9 65 12 65 0 0 0 0 129 Total Vol.1796 3424 5219 5733 5716 11449 GPS Coordinates: NB SB Combined 7529 9139 16668 Split %34.4%65.6%31.3%50.1%49.9%68.7% Peak Hour 11:45 11:30 11:30 17:00 12:00 15:30 Volume 482 764 1238 831 786 1439 P.H.F.0.91 0.95 0.93 0.93 0.96 0.97 0 Daily Totals 2-DAY AVERAGE 32.130991, -117.334301 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-015Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Wednesday, July 22, 2015 Thursday, July 23, 2015 Carlsbad BoulevardBetween Cannon Road and Cerezo DriveWednesday, July 22, 2015End Time 22-Jul1:00 AM 712:00 AM 363:00 AM 174:00 AM 95:00 AM 126:00 AM 857:00 AM 4648:00 AM 8899:00 AM 87010:00 AM 78511:00 AM 83112:00 PM 1,1151:00 PM 1,2592:00 PM 1,2103:00 PM 1,2064:00 PM 1,2595:00 PM 1,3946:00 PM 1,4617:00 PM 1,2158:00 PM 8959:00 PM 70310:00 PM 39011:00 PM 23312:00 AM135Total 1654402004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Cannon Road and Cerezo DriveThursday, July 23, 2015End Time 23-Jul1:00 AM 672:00 AM 393:00 AM 224:00 AM 125:00 AM 176:00 AM 977:00 AM 4448:00 AM 9419:00 AM 84810:00 AM 78511:00 AM 84912:00 PM 1,1331:00 PM 1,2812:00 PM 1,2253:00 PM 1,1664:00 PM 1,4835:00 PM 1,4026:00 PM 1,3287:00 PM 1,1728:00 PM 9259:00 PM 76010:00 PM 40411:00 PM 26812:00 AM123Total 1679102004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 5 9 12:00 99 126 00:15 3 6 12:15 128 99 00:30 4 6 12:30 127 89 00:45 2 14 6 27 41 12:45 113 467 100 414 881 01:00 3 2 13:00 132 127 01:15 1 3 13:15 135 114 01:30 2 2 13:30 119 123 01:45 0 6 0 7 13 13:45 134 520 127 491 1011 02:00 4 0 14:00 124 124 02:15 1 1 14:15 101 130 02:30 0 1 14:30 109 135 02:45 0 5 1 3 8 14:45 128 462 140 529 991 03:00 1 2 15:00 143 168 03:15 1 2 15:15 142 187 03:30 0 0 15:30 164 180 03:45 3 5 2 6 11 15:45 176 625 195 730 1355 04:00 1 0 16:00 168 164 04:15 2 0 16:15 157 170 04:30 2 5 16:30 189 171 04:45 2 7 2 7 14 16:45 171 685 142 647 1332 05:00 2 4 17:00 215 188 05:15 5 5 17:15 182 188 05:30 10 14 17:30 212 179 05:45 15 32 21 44 76 17:45 205 814 172 727 1541 06:00 14 66 18:00 204 147 06:15 18 69 18:15 134 131 06:30 43 128 18:30 103 150 06:45 48 123 180 443 566 18:45 110 551 162 590 1141 07:00 56 188 19:00 117 120 07:15 69 249 19:15 97 105 07:30 57 216 19:30 112 112 07:45 87 269 196 849 1118 19:45 83 409 115 452 861 08:00 79 156 20:00 100 100 08:15 86 233 20:15 87 84 08:30 89 197 20:30 67 83 08:45 102 356 191 777 1133 20:45 51 305 55 322 627 09:00 85 186 21:00 39 43 09:15 87 170 21:15 37 48 09:30 101 195 21:30 37 45 09:45 82 355 178 729 1084 21:45 29 142 44 180 322 10:00 98 182 22:00 32 25 10:15 90 189 22:15 20 29 10:30 86 190 22:30 21 20 10:45 90 364 181 742 1106 22:45 15 88 16 90 178 11:00 106 150 23:00 18 13 11:15 86 114 23:15 11 9 11:30 119 129 23:30 14 15 11:45 126 437 130 523 960 23:45 5 48 6 43 91 Total Vol.1973 4157 6130 5116 5215 10331 GPS Coordinates: NB SB EB WB Combined 7089 9372 16461 Split %32.2%67.8%37.2%49.5%50.5%62.8% Peak Hour 11:45 07:00 08:15 17:00 15:00 17:00 Volume 480 849 1169 814 730 1541 P.H.F.0.94 0.85 0.92 0.95 0.94 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. PM Project#Tuesday, August 04, 2015 AM Daily Totals 15-1194-016 DAY 1 33.104478, -117.319284 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 4 12:00 111 91 00:15 5 9 12:15 127 143 00:30 8 5 12:30 109 152 00:45 2 21 3 21 42 12:45 114 461 171 557 1018 01:00 4 3 13:00 128 174 01:15 4 2 13:15 116 124 01:30 0 4 13:30 104 152 01:45 0 8 2 11 19 13:45 137 485 133 583 1068 02:00 2 2 14:00 140 131 02:15 3 2 14:15 108 128 02:30 0 3 14:30 133 101 02:45 1 6 0 7 13 14:45 143 524 124 484 1008 03:00 0 0 15:00 138 125 03:15 0 0 15:15 167 163 03:30 1 1 15:30 172 166 03:45 0 1 2 3 4 15:45 163 640 154 608 1248 04:00 2 1 16:00 166 174 04:15 2 2 16:15 191 145 04:30 0 4 16:30 177 152 04:45 1 5 3 10 15 16:45 214 748 181 652 1400 05:00 2 7 17:00 190 152 05:15 4 7 17:15 201 163 05:30 9 9 17:30 205 139 05:45 13 28 14 37 65 17:45 210 806 166 620 1426 06:00 10 31 18:00 172 154 06:15 29 76 18:15 175 147 06:30 30 137 18:30 174 141 06:45 48 117 144 388 505 18:45 127 648 155 597 1245 07:00 43 229 19:00 129 128 07:15 41 279 19:15 117 122 07:30 52 295 19:30 87 104 07:45 71 207 281 1084 1291 19:45 104 437 87 441 878 08:00 64 255 20:00 81 85 08:15 61 241 20:15 63 76 08:30 73 234 20:30 52 78 08:45 85 283 218 948 1231 20:45 47 243 58 297 540 09:00 70 220 21:00 37 59 09:15 87 179 21:15 45 38 09:30 68 127 21:30 43 40 09:45 94 319 161 687 1006 21:45 27 152 23 160 312 10:00 94 151 22:00 28 25 10:15 98 156 22:15 32 31 10:30 93 153 22:30 23 19 10:45 95 380 167 627 1007 22:45 12 95 10 85 180 11:00 118 199 23:00 19 9 11:15 106 128 23:15 11 9 11:30 117 104 23:30 14 11 11:45 108 449 118 549 998 23:45 16 60 8 37 97 Total Vol.1824 4372 6196 5299 5121 10420 GPS Coordinates: NB SB EB WB Combined 7123 9493 16616 Split %29.4%70.6%37.3%50.9%49.1%62.7% Peak Hour 11:30 07:15 07:15 16:45 15:15 16:45 Volume 463 1110 1338 810 657 1445 P.H.F.0.91 0.94 0.95 0.95 0.94 0.91 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.104478, -117.319284 AM PM Project# Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. Wednesday, August 05, 2015 15-1194-016 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 7 0 0 12:00 105 109 0 0 00:15 4 8 0 0 12:15 128 121 0 0 00:30 6 6 0 0 12:30 118 121 0 0 00:45 2 18 5 24 0 0 0 0 42 12:45 114 464 136 486 0 0 0 0 950 01:00 4 3 0 0 13:00 130 151 0 0 01:15 3 3 0 0 13:15 126 119 0 0 01:30 1 3 0 0 13:30 112 138 0 0 01:45 0 7 1 9 0 0 0 0 16 13:45 136 503 130 537 0 0 0 0 1040 02:00 3 1 0 0 14:00 132 128 0 0 02:15 2 2 0 0 14:15 105 129 0 0 02:30 0 2 0 0 14:30 121 118 0 0 02:45 1 6 1 5 0 0 0 0 11 14:45 136 493 132 507 0 0 0 0 1000 03:00 1 1 0 0 15:00 141 147 0 0 03:15 1 1 0 0 15:15 155 175 0 0 03:30 1 1 0 0 15:30 168 173 0 0 03:45 2 3 2 5 0 0 0 0 8 15:45 170 633 175 669 0 0 0 0 1302 04:00 2 1 0 0 16:00 167 169 0 0 04:15 2 1 0 0 16:15 174 158 0 0 04:30 1 5 0 0 16:30 183 162 0 0 04:45 2 6 3 9 0 0 0 0 15 16:45 193 717 162 650 0 0 0 0 1366 05:00 2 6 0 0 17:00 203 170 0 0 05:15 5 6 0 0 17:15 192 176 0 0 05:30 10 12 0 0 17:30 209 159 0 0 05:45 14 30 18 41 0 0 0 0 71 17:45 208 810 169 674 0 0 0 0 1484 06:00 12 49 0 0 18:00 188 151 0 0 06:15 24 73 0 0 18:15 155 139 0 0 06:30 37 133 0 0 18:30 139 146 0 0 06:45 48 120 162 416 0 0 0 0 536 18:45 119 600 159 594 0 0 0 0 1193 07:00 50 209 0 0 19:00 123 124 0 0 07:15 55 264 0 0 19:15 107 114 0 0 07:30 55 256 0 0 19:30 100 108 0 0 07:45 79 238 239 967 0 0 0 0 1205 19:45 94 423 101 447 0 0 0 0 870 08:00 72 206 0 0 20:00 91 93 0 0 08:15 74 237 0 0 20:15 75 80 0 0 08:30 81 216 0 0 20:30 60 81 0 0 08:45 94 320 205 863 0 0 0 0 1182 20:45 49 274 57 310 0 0 0 0 584 09:00 78 203 0 0 21:00 38 51 0 0 09:15 87 175 0 0 21:15 41 43 0 0 09:30 85 161 0 0 21:30 40 43 0 0 09:45 88 337 170 708 0 0 0 0 1045 21:45 28 147 34 170 0 0 0 0 317 10:00 96 167 0 0 22:00 30 25 0 0 10:15 94 173 0 0 22:15 26 30 0 0 10:30 90 172 0 0 22:30 22 20 0 0 10:45 93 372 174 685 0 0 0 0 1057 22:45 14 92 13 88 0 0 0 0 179 11:00 112 175 0 0 23:00 19 11 0 0 11:15 96 121 0 0 23:15 11 9 0 0 11:30 118 117 0 0 23:30 14 13 0 0 11:45 117 443 124 536 0 0 0 0 979 23:45 11 54 7 40 0 0 0 0 94 Total Vol.1899 4265 6163 5208 5168 10376 GPS Coordinates: NB SB Combined 7106 9433 16539 Split %30.8%69.2%37.3%50.2%49.8%62.7% Peak Hour 11:30 07:00 07:15 17:00 15:15 17:00 Volume 468 967 1224 810 692 1484 P.H.F.0.92 0.92 0.96 0.97 0.99 0.99 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-016Project# Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. Tuesday, August 04, 2015 Wednesday, August 05, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.104478, -117.319284 Carlsbad BoulevardBetween Breakwater Road and Poinsettia LaneTuesday, August 4, 2015End Time 4-Aug1:00 AM 412:00 AM 133:00 AM 84:00 AM 115:00 AM 146:00 AM 767:00 AM 5668:00 AM 1,1189:00 AM 1,13310:00 AM 1,08411:00 AM 1,10612:00 PM 9601:00 PM 8812:00 PM 1,0113:00 PM 9914:00 PM 1,3555:00 PM 1,3326:00 PM 1,5417:00 PM 1,1418:00 PM 8619:00 PM 62710:00 PM 32211:00 PM 17812:00 AM91Total 1646102004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Breakwater Road and Poinsettia LaneWednesday, August 5, 2015End Time 5-Aug1:00 AM 422:00 AM 193:00 AM 134:00 AM 45:00 AM 156:00 AM 657:00 AM 5058:00 AM 1,2919:00 AM 1,23110:00 AM 1,00611:00 AM 1,00712:00 PM 9981:00 PM 1,0182:00 PM 1,0683:00 PM 1,0084:00 PM 1,2485:00 PM 1,4006:00 PM 1,4267:00 PM 1,2458:00 PM 8789:00 PM 54010:00 PM 31211:00 PM 18012:00 AM97Total 1661602004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 9 12:00 159 212 00:15 6 7 12:15 199 182 00:30 2 3 12:30 187 178 00:45 2 13 4 23 36 12:45 185 730 149 721 1451 01:00 2 4 13:00 166 146 01:15 1 2 13:15 133 163 01:30 0 1 13:30 131 146 01:45 0 3 2 9 12 13:45 128 558 195 650 1208 02:00 1 2 14:00 154 134 02:15 1 1 14:15 174 159 02:30 0 0 14:30 188 154 02:45 2 4 5 8 12 14:45 185 701 160 607 1308 03:00 1 2 15:00 196 175 03:15 0 0 15:15 199 199 03:30 0 1 15:30 202 218 03:45 0 1 0 3 4 15:45 214 811 198 790 1601 04:00 1 2 16:00 252 169 04:15 6 1 16:15 228 188 04:30 2 6 16:30 252 158 04:45 1 10 2 11 21 16:45 239 971 155 670 1641 05:00 6 10 17:00 241 172 05:15 5 13 17:15 214 182 05:30 8 14 17:30 236 155 05:45 14 33 24 61 94 17:45 228 919 143 652 1571 06:00 25 28 18:00 241 151 06:15 41 54 18:15 218 158 06:30 42 77 18:30 185 151 06:45 55 163 133 292 455 18:45 163 807 138 598 1405 07:00 50 189 19:00 133 132 07:15 63 222 19:15 130 135 07:30 87 258 19:30 128 137 07:45 77 277 244 913 1190 19:45 124 515 114 518 1033 08:00 70 285 20:00 97 93 08:15 96 296 20:15 77 72 08:30 99 299 20:30 46 62 08:45 133 398 214 1094 1492 20:45 26 246 41 268 514 09:00 131 185 21:00 23 41 09:15 154 199 21:15 22 43 09:30 147 166 21:30 13 39 09:45 122 554 161 711 1265 21:45 20 78 27 150 228 10:00 120 154 22:00 18 23 10:15 125 147 22:15 15 16 10:30 123 141 22:30 10 23 10:45 131 499 143 585 1084 22:45 3 46 16 78 124 11:00 128 133 23:00 6 7 11:15 124 130 23:15 4 8 11:30 145 158 23:30 5 15 11:45 152 549 152 573 1122 23:45 2 17 5 35 52 Total Vol.2504 4283 6787 6399 5737 12136 GPS Coordinates: NB SB EB WB Combined 8903 10020 18923 Split %36.9%63.1%35.9%52.7%47.3%64.1% Peak Hour 11:45 07:45 08:00 16:00 15:00 15:30 Volume 697 1124 1492 971 790 1669 P.H.F.0.88 0.94 0.94 0.96 0.91 0.99 PM Project#Tuesday, August 04, 2015 AM Daily Totals 15-1194-017 DAY 1 33.104478, -117.319284 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 6 2 12:00 161 237 00:15 3 12 12:15 166 237 00:30 4 4 12:30 185 275 00:45 2 15 5 23 38 12:45 147 659 331 1080 1739 01:00 1 3 13:00 154 277 01:15 1 3 13:15 130 202 01:30 1 3 13:30 133 210 01:45 2 5 2 11 16 13:45 159 576 176 865 1441 02:00 0 2 14:00 174 177 02:15 1 0 14:15 177 176 02:30 1 4 14:30 187 147 02:45 0 2 1 7 9 14:45 191 729 158 658 1387 03:00 0 0 15:00 199 179 03:15 0 0 15:15 189 188 03:30 0 1 15:30 195 210 03:45 0 0 1 2 2 15:45 228 811 177 754 1565 04:00 1 1 16:00 246 160 04:15 0 1 16:15 255 192 04:30 2 7 16:30 254 148 04:45 0 3 5 14 17 16:45 268 1023 200 700 1723 05:00 3 9 17:00 246 166 05:15 8 13 17:15 232 195 05:30 12 13 17:30 224 183 05:45 14 37 23 58 95 17:45 218 920 152 696 1616 06:00 21 29 18:00 232 193 06:15 22 54 18:15 197 190 06:30 30 84 18:30 161 167 06:45 38 111 143 310 421 18:45 166 756 139 689 1445 07:00 34 161 19:00 154 126 07:15 51 195 19:15 128 105 07:30 55 206 19:30 131 136 07:45 60 200 268 830 1030 19:45 133 546 99 466 1012 08:00 97 265 20:00 87 108 08:15 95 273 20:15 48 63 08:30 99 309 20:30 44 73 08:45 143 434 264 1111 1545 20:45 33 212 60 304 516 09:00 138 224 21:00 28 39 09:15 162 195 21:15 28 34 09:30 139 163 21:30 29 36 09:45 133 572 139 721 1293 21:45 11 96 26 135 231 10:00 128 133 22:00 10 22 10:15 122 125 22:15 20 37 10:30 111 154 22:30 11 27 10:45 108 469 147 559 1028 22:45 15 56 15 101 157 11:00 87 141 23:00 8 17 11:15 106 122 23:15 3 18 11:30 103 154 23:30 8 13 11:45 141 437 147 564 1001 23:45 6 25 10 58 83 Total Vol.2285 4210 6495 6409 6506 12915 GPS Coordinates: NB SB EB WB Combined 8694 10716 19410 Split %35.2%64.8%33.5%49.6%50.4%66.5% Peak Hour 11:45 07:45 11:45 16:00 12:15 12:15 Volume 653 1115 1549 1023 1120 1772 P.H.F.0.88 0.90 0.84 0.95 0.85 0.93 33.104478, -117.319284 AM PM Project# Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Wednesday, August 05, 2015 15-1194-017 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 12:00 160 225 0 0 00:15 5 10 0 0 12:15 183 210 0 0 00:30 3 4 0 0 12:30 186 227 0 0 00:45 2 14 5 23 0 0 0 0 37 12:45 166 695 240 901 0 0 0 0 1595 01:00 2 4 0 0 13:00 160 212 0 0 01:15 1 3 0 0 13:15 132 183 0 0 01:30 1 2 0 0 13:30 132 178 0 0 01:45 1 4 2 10 0 0 0 0 14 13:45 144 567 186 758 0 0 0 0 1325 02:00 1 2 0 0 14:00 164 156 0 0 02:15 1 1 0 0 14:15 176 168 0 0 02:30 1 2 0 0 14:30 188 151 0 0 02:45 1 3 3 8 0 0 0 0 11 14:45 188 715 159 633 0 0 0 0 1348 03:00 1 1 0 0 15:00 198 177 0 0 03:15 0 0 0 0 15:15 194 194 0 0 03:30 0 1 0 0 15:30 199 214 0 0 03:45 0 1 1 3 0 0 0 0 3 15:45 221 811 188 772 0 0 0 0 1583 04:00 1 2 0 0 16:00 249 165 0 0 04:15 3 1 0 0 16:15 242 190 0 0 04:30 2 7 0 0 16:30 253 153 0 0 04:45 1 7 4 13 0 0 0 0 19 16:45 254 997 178 685 0 0 0 0 1682 05:00 5 10 0 0 17:00 244 169 0 0 05:15 7 13 0 0 17:15 223 189 0 0 05:30 10 14 0 0 17:30 230 169 0 0 05:45 14 35 24 60 0 0 0 0 95 17:45 223 920 148 674 0 0 0 0 1594 06:00 23 29 0 0 18:00 237 172 0 0 06:15 32 54 0 0 18:15 208 174 0 0 06:30 36 81 0 0 18:30 173 159 0 0 06:45 47 137 138 301 0 0 0 0 438 18:45 165 782 139 644 0 0 0 0 1425 07:00 42 175 0 0 19:00 144 129 0 0 07:15 57 209 0 0 19:15 129 120 0 0 07:30 71 232 0 0 19:30 130 137 0 0 07:45 69 239 256 872 0 0 0 0 1110 19:45 129 531 107 492 0 0 0 0 1023 08:00 84 275 0 0 20:00 92 101 0 0 08:15 96 285 0 0 20:15 63 68 0 0 08:30 99 304 0 0 20:30 45 68 0 0 08:45 138 416 239 1103 0 0 0 0 1519 20:45 30 229 51 286 0 0 0 0 515 09:00 135 205 0 0 21:00 26 40 0 0 09:15 158 197 0 0 21:15 25 39 0 0 09:30 143 165 0 0 21:30 21 38 0 0 09:45 128 563 150 716 0 0 0 0 1279 21:45 16 87 27 143 0 0 0 0 230 10:00 124 144 0 0 22:00 14 23 0 0 10:15 124 136 0 0 22:15 18 27 0 0 10:30 117 148 0 0 22:30 11 25 0 0 10:45 120 484 145 572 0 0 0 0 1056 22:45 9 51 16 90 0 0 0 0 141 11:00 108 137 0 0 23:00 7 12 0 0 11:15 115 126 0 0 23:15 4 13 0 0 11:30 124 156 0 0 23:30 7 14 0 0 11:45 147 493 150 569 0 0 0 0 1062 23:45 4 21 8 47 0 0 0 0 68 Total Vol.2395 4247 6641 6404 6122 12526 GPS Coordinates: NB SB Combined 8799 10368 19167 Split %36.1%63.9%34.6%51.1%48.9%65.4% Peak Hour 11:45 07:45 08:00 16:00 12:00 16:00 Volume 675 1120 1519 997 901 1682 P.H.F.0.91 0.92 0.94 0.98 0.94 0.97 Daily Totals 2-DAY AVERAGE 33.104478, -117.319284 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-017Project# Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Tuesday, August 04, 2015 Wednesday, August 05, 2015 Carlsbad BoulevardBetween Avenida Encinas and La Costa AvenueTuesday, August 4, 2015End Time 4-Aug1:00 AM 362:00 AM 123:00 AM 124:00 AM 45:00 AM 216:00 AM 947:00 AM 4558:00 AM 1,1909:00 AM 1,49210:00 AM 1,26511:00 AM 1,08412:00 PM 1,1221:00 PM 1,4512:00 PM 1,2083:00 PM 1,3084:00 PM 1,6015:00 PM 1,6416:00 PM 1,5717:00 PM 1,4058:00 PM 1,0339:00 PM 51410:00 PM 22811:00 PM 12412:00 AM52Total 1892302004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot Carlsbad BoulevardBetween Avenida Encinas and La Costa AvenueWednesday, August 5, 2015End Time 5-Aug1:00 AM 382:00 AM 163:00 AM 94:00 AM 25:00 AM 176:00 AM 957:00 AM 4218:00 AM 1,0309:00 AM 1,54510:00 AM 1,29311:00 AM 1,02812:00 PM 1,0011:00 PM 1,7392:00 PM 1,4413:00 PM 1,3874:00 PM 1,5655:00 PM 1,7236:00 PM 1,6167:00 PM 1,4458:00 PM 1,0129:00 PM 51610:00 PM 23111:00 PM 15712:00 AM83Total 1941002004006008001,0001,2001,4001,6001,8002,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 41 21 12:00 274 374 00:15 39 14 12:15 285 385 00:30 33 19 12:30 296 289 00:45 30 143 13 67 210 12:45 299 1154 296 1344 2498 01:00 32 11 13:00 296 285 01:15 28 10 13:15 266 277 01:30 21 7 13:30 258 296 01:45 14 95 4 32 127 13:45 277 1097 314 1172 2269 02:00 16 8 14:00 311 344 02:15 13 5 14:15 341 385 02:30 8 9 14:30 345 344 02:45 5 42 6 28 70 14:45 352 1349 369 1442 2791 03:00 7 8 15:00 344 363 03:15 4 5 15:15 360 360 03:30 8 19 15:30 363 319 03:45 5 24 20 52 76 15:45 360 1427 327 1369 2796 04:00 9 24 16:00 344 260 04:15 6 41 16:15 363 271 04:30 15 45 16:30 349 289 04:45 41 71 75 185 256 16:45 386 1442 230 1050 2492 05:00 43 88 17:00 397 292 05:15 39 89 17:15 390 316 05:30 66 133 17:30 373 386 05:45 60 208 161 471 679 17:45 363 1523 360 1354 2877 06:00 87 187 18:00 316 300 06:15 108 214 18:15 397 260 06:30 160 355 18:30 392 219 06:45 164 519 325 1081 1600 18:45 408 1513 216 995 2508 07:00 189 344 19:00 371 189 07:15 233 341 19:15 363 160 07:30 271 325 19:30 327 166 07:45 319 1012 377 1387 2399 19:45 300 1361 139 654 2015 08:00 316 352 20:00 258 133 08:15 338 325 20:15 241 120 08:30 330 296 20:30 214 124 08:45 360 1344 344 1317 2661 20:45 185 898 111 488 1386 09:00 349 352 21:00 166 104 09:15 296 344 21:15 139 87 09:30 320 341 21:30 133 85 09:45 352 1317 285 1322 2639 21:45 120 558 60 336 894 10:00 325 277 22:00 104 65 10:15 285 285 22:15 85 54 10:30 285 289 22:30 86 41 10:45 244 1139 296 1147 2286 22:45 60 335 42 202 537 11:00 245 311 23:00 87 29 11:15 214 341 23:15 75 30 11:30 256 325 23:30 50 32 11:45 263 978 344 1321 2299 23:45 52 264 28 119 383 Total Vol.6892 8410 15302 12921 10525 23446 GPS Coordinates: NB SB EB WB Combined 19813 18935 38748 Split %45.0% 55.0%39.5%55.1%44.9%60.5% Peak Hour 08:15 11:30 08:45 18:15 14:15 17:00 Volume 1377 1428 2706 1568 1461 2877 P.H.F.0.96 0.93 0.96 0.96 0.95 0.95 PM Project#Wednesday, August 05, 2015 AM Daily Totals 15-1194-018 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 41 22 12:00 285 314 00:15 33 20 12:15 277 344 00:30 39 21 12:30 278 352 00:45 35 148 14 77 225 12:45 285 1125 285 1295 2420 01:00 32 16 13:00 296 286 01:15 28 13 13:15 311 296 01:30 21 8 13:30 341 266 01:45 14 95 5 42 137 13:45 325 1273 258 1106 2379 02:00 16 9 14:00 344 244 02:15 13 6 14:15 369 241 02:30 8 3 14:30 355 236 02:45 5 42 2 20 62 14:45 341 1409 258 979 2388 03:00 7 5 15:00 355 285 03:15 4 7 15:15 325 296 03:30 8 11 15:30 289 314 03:45 16 35 10 33 68 15:45 311 1280 341 1236 2516 04:00 20 15 16:00 314 325 04:15 24 24 16:15 352 344 04:30 28 41 16:30 311 345 04:45 24 96 45 125 221 16:45 374 1351 325 1339 2690 05:00 41 50 17:00 452 285 05:15 45 89 17:15 415 278 05:30 75 103 17:30 411 296 05:45 89 250 136 378 628 17:45 433 1711 314 1173 2884 06:00 99 166 18:00 396 322 06:15 133 187 18:15 388 285 06:30 181 214 18:30 352 255 06:45 207 620 258 825 1445 18:45 325 1461 244 1106 2567 07:00 203 296 19:00 289 241 07:15 238 344 19:15 311 214 07:30 284 341 19:30 325 185 07:45 296 1021 363 1344 2365 19:45 258 1183 166 806 1989 08:00 340 355 20:00 244 139 08:15 326 325 20:15 278 133 08:30 313 377 20:30 252 104 08:45 270 1249 345 1402 2651 20:45 211 985 104 480 1465 09:00 284 325 21:00 214 108 09:15 248 344 21:15 185 87 09:30 243 341 21:30 166 85 09:45 229 1004 289 1299 2303 21:45 163 728 66 346 1074 10:00 278 252 22:00 139 60 10:15 285 296 22:15 133 65 10:30 266 311 22:30 104 54 10:45 263 1092 341 1200 2292 22:45 85 461 75 254 715 11:00 239 325 23:00 86 50 11:15 241 289 23:15 60 54 11:30 245 296 23:30 65 42 11:45 252 977 278 1188 2165 23:45 54 265 21 167 432 Total Vol.6629 7933 14562 13232 10287 23519 GPS Coordinates: NB SB EB WB Combined 19861 18220 38081 Split %45.5% 54.5%38.2%56.3%43.7%61.8% Peak Hour 07:45 07:45 07:45 17:00 15:45 17:00 Volume 1275 1420 2695 1711 1355 2884 P.H.F.0.94 0.94 0.97 0.95 0.98 0.97 0 AM PM Project# La Costa Ave. btwn. Piraeus St. & Saxony Rd. Thursday, August 06, 2015 15-1194-018 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 41 22 12:00 0 0 280 344 00:15 0 0 36 17 12:15 0 0 281 365 00:30 0 0 36 20 12:30 0 0 287 321 00:45 0 0 0 0 33 146 14 72 218 12:45 0 0 0 0 292 1140 291 1320 2459 01:00 0 0 32 14 13:00 0 0 296 286 01:15 0 0 28 12 13:15 0 0 289 287 01:30 0 0 21 8 13:30 0 0 300 281 01:45 0 0 0 0 14 95 5 37 132 13:45 0 0 0 0 301 1185 286 1139 2324 02:00 0 0 16 9 14:00 0 0 328 294 02:15 0 0 13 6 14:15 0 0 355 313 02:30 0 0 8 6 14:30 0 0 350 290 02:45 0 0 0 0 5 42 4 24 66 14:45 0 0 0 0 347 1379 314 1211 2590 03:00 0 0 7 7 15:00 0 0 350 324 03:15 0 0 4 6 15:15 0 0 343 328 03:30 0 0 8 15 15:30 0 0 326 317 03:45 0 0 0 0 11 30 15 43 72 15:45 0 0 0 0 336 1354 334 1303 2656 04:00 0 0 15 20 16:00 0 0 329 293 04:15 0 0 15 33 16:15 0 0 358 308 04:30 0 0 22 43 16:30 0 0 330 317 04:45 0 0 0 0 33 84 60 155 239 16:45 0 0 0 0 380 1397 278 1195 2591 05:00 0 0 42 69 17:00 0 0 425 289 05:15 0 0 42 89 17:15 0 0 403 297 05:30 0 0 71 118 17:30 0 0 392 341 05:45 0 0 0 0 75 229 149 425 654 17:45 0 0 0 0 398 1617 337 1264 2881 06:00 0 0 93 177 18:00 0 0 356 311 06:15 0 0 121 201 18:15 0 0 393 273 06:30 0 0 171 285 18:30 0 0 372 237 06:45 0 0 0 0 186 570 292 953 1523 18:45 0 0 0 0 367 1487 230 1051 2538 07:00 0 0 196 320 19:00 0 0 330 215 07:15 0 0 236 343 19:15 0 0 337 187 07:30 0 0 278 333 19:30 0 0 326 176 07:45 0 0 0 0 308 1017 370 1366 2382 19:45 0 0 0 0 279 1272 153 730 2002 08:00 0 0 328 354 20:00 0 0 251 136 08:15 0 0 332 325 20:15 0 0 260 127 08:30 0 0 322 337 20:30 0 0 233 114 08:45 0 0 0 0 315 1297 345 1360 2656 20:45 0 0 0 0 198 942 108 484 1426 09:00 0 0 317 339 21:00 0 0 190 106 09:15 0 0 272 344 21:15 0 0 162 87 09:30 0 0 282 341 21:30 0 0 150 85 09:45 0 0 0 0 291 1161 287 1311 2471 21:45 0 0 0 0 142 643 63 341 984 10:00 0 0 302 265 22:00 0 0 122 63 10:15 0 0 285 291 22:15 0 0 109 60 10:30 0 0 276 300 22:30 0 0 95 48 10:45 0 0 0 0 254 1116 319 1174 2289 22:45 0 0 0 0 73 398 59 228 626 11:00 0 0 242 318 23:00 0 0 87 40 11:15 0 0 228 315 23:15 0 0 68 42 11:30 0 0 251 311 23:30 0 0 58 37 11:45 0 0 0 0 258 978 311 1255 2232 23:45 0 0 0 0 53 265 25 143 408 Total Vol.6761 8172 14932 13077 10406 23483 GPS Coordinates: NB SB Combined 19837 18578 38415 Split %45.3% 54.7%38.9%55.7%44.3%61.1% Peak Hour 08:00 07:15 07:45 17:00 12:00 17:00 Volume 1297 1399 2674 1617 1320 2881 P.H.F.0.98 0.95 0.98 0.95 0.91 0.98 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-018Project# La Costa Ave. btwn. Piraeus St. & Saxony Rd. Wednesday, August 05, 2015 Thursday, August 06, 2015 La Costa AvenueBetween Piraeus Street and Saxony RoadWednesday, August 5, 2015End Time 5-Aug1:00 AM 2102:00 AM 1273:00 AM 704:00 AM 765:00 AM 2566:00 AM 6797:00 AM 1,6008:00 AM 2,3999:00 AM 2,66110:00 AM 2,63911:00 AM 2,28612:00 PM 2,2991:00 PM 2,4982:00 PM 2,2693:00 PM 2,7914:00 PM 2,7965:00 PM 2,4926:00 PM 2,8777:00 PM 2,5088:00 PM 2,0159:00 PM 1,38610:00 PM 89411:00 PM 53712:00 AM383Total 3874805001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot La Costa AvenueBetween Piraeus Street and Saxony RoadThursday, August 6, 2015End Time 6-Aug1:00 AM 2252:00 AM 1373:00 AM 624:00 AM 685:00 AM 2216:00 AM 6287:00 AM 1,4458:00 AM 2,3659:00 AM 2,65110:00 AM 2,30311:00 AM 2,29212:00 PM 2,1651:00 PM 2,4202:00 PM 2,3793:00 PM 2,3884:00 PM 2,5165:00 PM 2,6906:00 PM 2,8847:00 PM 2,5678:00 PM 1,9899:00 PM 1,46510:00 PM 1,07411:00 PM 71512:00 AM432Total 3808105001,0001,5002,0002,5003,0003,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 7 18 12:00 106 101 00:15 4 3 12:15 99 108 00:30 5 7 12:30 90 101 00:45 2 18 5 33 51 12:45 103 398 116 426 824 01:00 6 3 13:00 111 106 01:15 3 1 13:15 104 94 01:30 2 3 13:30 108 96 01:45 5 16 4 11 27 13:45 106 429 104 400 829 02:00 2 4 14:00 133 114 02:15 1 0 14:15 104 98 02:30 0 3 14:30 104 115 02:45 1 4 0 7 11 14:45 122 463 95 422 885 03:00 2 1 15:00 131 93 03:15 5 4 15:15 136 93 03:30 2 2 15:30 154 114 03:45 6 15 4 11 26 15:45 147 568 109 409 977 04:00 3 6 16:00 185 93 04:15 2 12 16:15 166 85 04:30 5 14 16:30 163 93 04:45 8 18 12 44 62 16:45 154 668 103 374 1042 05:00 11 13 17:00 147 127 05:15 10 22 17:15 122 119 05:30 14 26 17:30 130 95 05:45 16 51 46 107 158 17:45 131 530 111 452 982 06:00 20 51 18:00 128 97 06:15 24 69 18:15 122 102 06:30 41 98 18:30 104 81 06:45 45 130 98 316 446 18:45 87 441 91 371 812 07:00 50 117 19:00 99 86 07:15 58 131 19:15 106 69 07:30 54 130 19:30 103 81 07:45 77 239 130 508 747 19:45 85 393 56 292 685 08:00 70 145 20:00 77 75 08:15 75 152 20:15 70 65 08:30 89 135 20:30 75 54 08:45 99 333 137 569 902 20:45 50 272 43 237 509 09:00 90 109 21:00 54 47 09:15 87 129 21:15 41 29 09:30 75 109 21:30 42 28 09:45 58 310 105 452 762 21:45 29 166 27 131 297 10:00 59 134 22:00 33 25 10:15 66 103 22:15 30 22 10:30 60 115 22:30 32 16 10:45 65 250 92 444 694 22:45 28 123 18 81 204 11:00 87 98 23:00 24 16 11:15 75 103 23:15 21 16 11:30 103 112 23:30 14 12 11:45 111 376 104 417 793 23:45 16 75 3 47 122 Total Vol.1760 2919 4679 4526 3642 8168 GPS Coordinates: NB SB EB WB Combined 6286 6561 12847 Split %37.6% 62.4%36.4%55.4%44.6%63.6% Peak Hour 11:30 08:00 08:00 16:00 17:00 15:30 Volume 419 569 902 668 452 1053 P.H.F.0.94 0.94 0.96 0.90 0.89 0.95 PM Project#Wednesday, August 05, 2015 AM Daily Totals 15-1194-019 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 7 10 12:00 101 117 00:15 11 9 12:15 85 112 00:30 10 1 12:30 86 123 00:45 7 35 4 24 59 12:45 99 371 93 445 816 01:00 4 1 13:00 90 109 01:15 8 2 13:15 98 91 01:30 5 3 13:30 87 78 01:45 9 26 1 7 33 13:45 101 376 87 365 741 02:00 6 4 14:00 104 95 02:15 3 1 14:15 122 101 02:30 2 3 14:30 131 101 02:45 5 16 0 8 24 14:45 128 485 105 402 887 03:00 2 2 15:00 124 115 03:15 4 2 15:15 141 94 03:30 1 2 15:30 143 99 03:45 2 9 3 9 18 15:45 133 541 87 395 936 04:00 0 4 16:00 130 94 04:15 1 10 16:15 154 97 04:30 2 11 16:30 147 108 04:45 5 8 14 39 47 16:45 141 572 76 375 947 05:00 8 20 17:00 128 95 05:15 19 13 17:15 133 98 05:30 20 31 17:30 104 122 05:45 24 71 60 124 195 17:45 87 452 109 424 876 06:00 41 60 18:00 85 121 06:15 45 70 18:15 106 89 06:30 88 94 18:30 103 80 06:45 86 260 126 350 610 18:45 111 405 95 385 790 07:00 60 115 19:00 128 97 07:15 65 108 19:15 122 62 07:30 58 162 19:30 85 62 07:45 57 240 141 526 766 19:45 86 421 72 293 714 08:00 77 125 20:00 60 56 08:15 78 169 20:15 65 68 08:30 103 150 20:30 58 47 08:45 85 343 134 578 921 20:45 54 237 45 216 453 09:00 86 100 21:00 75 34 09:15 99 115 21:15 50 61 09:30 90 118 21:30 54 40 09:45 98 373 122 455 828 21:45 41 220 32 167 387 10:00 87 98 22:00 28 23 10:15 74 112 22:15 24 20 10:30 78 95 22:30 29 14 10:45 80 319 110 415 734 22:45 30 111 14 71 182 11:00 82 105 23:00 21 13 11:15 88 103 23:15 14 11 11:30 103 107 23:30 19 8 11:45 104 377 111 426 803 23:45 9 63 13 45 108 Total Vol.2077 2961 5038 4254 3583 7837 GPS Coordinates: NB SB EB WB Combined 6331 6544 12875 Split %41.2% 58.8%39.1%54.3%45.7%60.9% Peak Hour 11:15 07:30 08:00 16:00 17:15 15:45 Volume 396 597 921 572 450 950 P.H.F.0.95 0.88 0.91 0.93 0.92 0.93 0 AM PM Project# La Costa Ave. btwn. Romeria St. & Cadencia St. Thursday, August 06, 2015 15-1194-019 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 7 14 12:00 0 0 104 109 00:15 0 0 8 6 12:15 0 0 92 110 00:30 0 0 8 4 12:30 0 0 88 112 00:45 0 0 0 0 5 27 5 29 55 12:45 0 0 0 0 101 385 105 436 820 01:00 0 0 5 2 13:00 0 0 101 108 01:15 0 0 6 2 13:15 0 0 101 93 01:30 0 0 4 3 13:30 0 0 98 87 01:45 0 0 0 0 7 21 3 9 30 13:45 0 0 0 0 104 403 96 383 785 02:00 0 0 4 4 14:00 0 0 119 105 02:15 0 0 2 1 14:15 0 0 113 100 02:30 0 0 1 3 14:30 0 0 118 108 02:45 0 0 0 0 3 10 0 8 18 14:45 0 0 0 0 125 474 100 412 886 03:00 0 0 2 2 15:00 0 0 128 104 03:15 0 0 5 3 15:15 0 0 139 94 03:30 0 0 2 2 15:30 0 0 149 107 03:45 0 0 0 0 4 12 4 10 22 15:45 0 0 0 0 140 555 98 402 957 04:00 0 0 2 5 16:00 0 0 158 94 04:15 0 0 2 11 16:15 0 0 160 91 04:30 0 0 4 13 16:30 0 0 155 101 04:45 0 0 0 0 7 13 13 42 55 16:45 0 0 0 0 148 620 90 375 995 05:00 0 0 10 17 17:00 0 0 138 111 05:15 0 0 15 18 17:15 0 0 128 109 05:30 0 0 17 29 17:30 0 0 117 109 05:45 0 0 0 0 20 61 53 116 177 17:45 0 0 0 0 109 491 110 438 929 06:00 0 0 31 56 18:00 0 0 107 109 06:15 0 0 35 70 18:15 0 0 114 96 06:30 0 0 65 96 18:30 0 0 104 81 06:45 0 0 0 0 66 195 112 333 528 18:45 0 0 0 0 99 423 93 378 801 07:00 0 0 55 116 19:00 0 0 114 92 07:15 0 0 62 120 19:15 0 0 114 66 07:30 0 0 56 146 19:30 0 0 94 72 07:45 0 0 0 0 67 240 136 517 757 19:45 0 0 0 0 86 407 64 293 700 08:00 0 0 74 135 20:00 0 0 69 66 08:15 0 0 77 161 20:15 0 0 68 67 08:30 0 0 96 143 20:30 0 0 67 51 08:45 0 0 0 0 92 338 136 574 912 20:45 0 0 0 0 52 255 44 227 481 09:00 0 0 88 105 21:00 0 0 65 41 09:15 0 0 93 122 21:15 0 0 46 45 09:30 0 0 83 114 21:30 0 0 48 34 09:45 0 0 0 0 78 342 114 454 795 21:45 0 0 0 0 35 193 30 149 342 10:00 0 0 73 116 22:00 0 0 31 24 10:15 0 0 70 108 22:15 0 0 27 21 10:30 0 0 69 105 22:30 0 0 31 15 10:45 0 0 0 0 73 285 101 430 714 22:45 0 0 0 0 29 117 16 76 193 11:00 0 0 85 102 23:00 0 0 23 15 11:15 0 0 82 103 23:15 0 0 18 14 11:30 0 0 103 110 23:30 0 0 17 10 11:45 0 0 0 0 108 377 108 422 798 23:45 0 0 0 0 13 69 8 46 115 Total Vol.1919 2940 4859 4390 3613 8003 GPS Coordinates: NB SB Combined 6309 6553 12861 Split %39.5% 60.5%37.8%54.9%45.1%62.2% Peak Hour 11:30 07:30 08:00 16:00 17:00 15:45 Volume 406 577 912 620 438 996 P.H.F.0.94 0.90 0.96 0.97 0.99 0.97 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-019Project# La Costa Ave. btwn. Romeria St. & Cadencia St. Wednesday, August 05, 2015 Thursday, August 06, 2015 La Costa AvenueBetween Romeria Street and Cadencia StreetWednesday, August 5, 2015End Time 5-Aug1:00 AM 512:00 AM 273:00 AM 114:00 AM 265:00 AM 626:00 AM 1587:00 AM 4468:00 AM 7479:00 AM 90210:00 AM 76211:00 AM 69412:00 PM 7931:00 PM 8242:00 PM 8293:00 PM 8854:00 PM 9775:00 PM 1,0426:00 PM 9827:00 PM 8128:00 PM 6859:00 PM 50910:00 PM 29711:00 PM 20412:00 AM122Total 1284702004006008001,0001,200Total Volume (Both Directions)24-Hour Volume Plot La Costa AvenueBetween Romeria Street and Cadencia StreetThursday, August 6, 2015End Time 6-Aug1:00 AM 592:00 AM 333:00 AM 244:00 AM 185:00 AM 476:00 AM 1957:00 AM 6108:00 AM 7669:00 AM 92110:00 AM 82811:00 AM 73412:00 PM 8031:00 PM 8162:00 PM 7413:00 PM 8874:00 PM 9365:00 PM 9476:00 PM 8767:00 PM 7908:00 PM 7149:00 PM 45310:00 PM 38711:00 PM 18212:00 AM108Total 1287501002003004005006007008009001,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 MID-BLOCK COUNT SUMMARY Number: 20 Location: Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 26 20 12:00 226 234 00:15 25 15 12:15 200 208 00:30 13 11 12:30 209 256 00:45 13 77 12 58 135 12:45 256 891 198 896 1787 01:00 11 8 13:00 251 223 01:15 9 6 13:15 250 208 01:30 9 11 13:30 234 220 01:45 13 42 5 30 72 13:45 283 1018 213 864 1882 02:00 4 6 14:00 246 214 02:15 8 9 14:15 240 211 02:30 5 2 14:30 256 208 02:45 7 24 7 24 48 14:45 247 989 190 823 1812 03:00 4 11 15:00 272 222 03:15 2 8 15:15 322 251 03:30 7 21 15:30 308 249 03:45 8 21 22 62 83 15:45 287 1189 248 970 2159 04:00 8 9 16:00 346 269 04:15 6 24 16:15 303 248 04:30 8 34 16:30 337 239 04:45 18 40 44 111 151 16:45 334 1320 271 1027 2347 05:00 19 43 17:00 310 269 05:15 32 53 17:15 289 271 05:30 52 74 17:30 309 314 05:45 59 162 109 279 441 17:45 294 1202 247 1101 2303 06:00 57 135 18:00 236 227 06:15 56 181 18:15 306 220 06:30 87 225 18:30 268 164 06:45 121 321 291 832 1153 18:45 206 1016 189 800 1816 07:00 106 248 19:00 218 166 07:15 157 279 19:15 178 148 07:30 203 338 19:30 179 127 07:45 229 695 334 1199 1894 19:45 164 739 132 573 1312 08:00 208 288 20:00 144 143 08:15 213 247 20:15 136 121 08:30 240 332 20:30 133 107 08:45 193 854 307 1174 2028 20:45 126 539 127 498 1037 09:00 187 214 21:00 120 108 09:15 213 247 21:15 124 109 09:30 211 220 21:30 99 92 09:45 188 799 215 896 1695 21:45 90 433 85 394 827 10:00 218 227 22:00 85 80 10:15 186 216 22:15 84 71 10:30 217 203 22:30 57 52 10:45 201 822 204 850 1672 22:45 59 285 49 252 537 11:00 195 202 23:00 42 34 11:15 205 208 23:15 51 29 11:30 217 240 23:30 27 16 11:45 216 833 248 898 1731 23:45 16 136 22 101 237 Total Vol.4690 6413 11103 9757 8299 18056 GPS Coordinates: NB SB EB WB Combined 14447 14712 29159 Split %42.2%57.8%38.1%54.0%46.0%61.9% Peak Hour 07:45 07:15 07:45 16:00 16:45 16:45 Volume 890 1239 2091 1320 1125 2367 P.H.F.0.93 0.92 0.91 0.95 0.90 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 PM Project#Tuesday, August 04, 2015 AM Daily Totals 15-1194-020 DAY 1 33.102079, -117.222739 Volumes for:City:Carlsbad Location :Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 24 24 12:00 212 245 00:15 23 13 12:15 219 234 00:30 8 17 12:30 231 256 00:45 14 69 10 64 133 12:45 253 915 201 936 1851 01:00 14 9 13:00 247 234 01:15 12 5 13:15 282 230 01:30 8 21 13:30 246 230 01:45 7 41 6 41 82 13:45 258 1033 203 897 1930 02:00 6 2 14:00 247 172 02:15 6 6 14:15 259 181 02:30 3 7 14:30 271 232 02:45 5 20 16 31 51 14:45 238 1015 229 814 1829 03:00 8 7 15:00 304 222 03:15 3 11 15:15 322 273 03:30 7 9 15:30 289 227 03:45 5 23 16 43 66 15:45 309 1224 243 965 2189 04:00 4 19 16:00 315 251 04:15 11 30 16:15 343 267 04:30 9 40 16:30 339 249 04:45 20 44 38 127 171 16:45 324 1321 298 1065 2386 05:00 13 39 17:00 307 278 05:15 27 63 17:15 295 273 05:30 39 86 17:30 311 277 05:45 60 139 103 291 430 17:45 285 1198 249 1077 2275 06:00 55 136 18:00 261 236 06:15 56 218 18:15 293 239 06:30 98 283 18:30 260 232 06:45 117 326 281 918 1244 18:45 187 1001 172 879 1880 07:00 118 318 19:00 214 148 07:15 162 339 19:15 174 155 07:30 227 335 19:30 178 147 07:45 208 715 334 1326 2041 19:45 164 730 109 559 1289 08:00 181 315 20:00 143 138 08:15 242 273 20:15 159 118 08:30 200 337 20:30 138 102 08:45 222 845 311 1236 2081 20:45 128 568 105 463 1031 09:00 186 270 21:00 120 106 09:15 198 252 21:15 125 86 09:30 195 248 21:30 96 92 09:45 225 804 257 1027 1831 21:45 107 448 78 362 810 10:00 221 224 22:00 66 72 10:15 157 243 22:15 78 71 10:30 206 228 22:30 71 50 10:45 215 799 233 928 1727 22:45 55 270 35 228 498 11:00 206 201 23:00 39 37 11:15 201 236 23:15 39 29 11:30 202 254 23:30 38 23 11:45 216 825 276 967 1792 23:45 25 141 18 107 248 Total Vol.4650 6999 11649 9864 8352 18216 GPS Coordinates: NB SB EB WB Combined 14514 15351 29865 Split %39.9%60.1%39.0%54.2%45.8%61.0% Peak Hour 11:45 07:00 07:30 16:00 16:45 16:15 Volume 878 1326 2115 1321 1126 2405 P.H.F.0.95 0.98 0.94 0.96 0.94 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.102079, -117.222739 AM PM Project#Wednesday, August 05, 2015 15-1194-020 Daily Totals Volumes for:&City:Carlsbad Location :Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 25 22 0 0 12:00 219 240 0 0 00:15 24 14 0 0 12:15 210 221 0 0 00:30 11 14 0 0 12:30 220 256 0 0 00:45 14 73 11 61 0 0 0 0 134 12:45 255 903 200 916 0 0 0 0 1819 01:00 13 9 0 0 13:00 249 229 0 0 01:15 11 6 0 0 13:15 266 219 0 0 01:30 9 16 0 0 13:30 240 225 0 0 01:45 10 42 6 36 0 0 0 0 77 13:45 271 1026 208 881 0 0 0 0 1906 02:00 5 4 0 0 14:00 247 193 0 0 02:15 7 8 0 0 14:15 250 196 0 0 02:30 4 5 0 0 14:30 264 220 0 0 02:45 6 22 12 28 0 0 0 0 50 14:45 243 1002 210 819 0 0 0 0 1821 03:00 6 9 0 0 15:00 288 222 0 0 03:15 3 10 0 0 15:15 322 262 0 0 03:30 7 15 0 0 15:30 299 238 0 0 03:45 7 22 19 53 0 0 0 0 75 15:45 298 1207 246 968 0 0 0 0 2174 04:00 6 14 0 0 16:00 331 260 0 0 04:15 9 27 0 0 16:15 323 258 0 0 04:30 9 37 0 0 16:30 338 244 0 0 04:45 19 42 41 119 0 0 0 0 161 16:45 329 1321 285 1046 0 0 0 0 2367 05:00 16 41 0 0 17:00 309 274 0 0 05:15 30 58 0 0 17:15 292 272 0 0 05:30 46 80 0 0 17:30 310 296 0 0 05:45 60 151 106 285 0 0 0 0 436 17:45 290 1200 248 1089 0 0 0 0 2289 06:00 56 136 0 0 18:00 249 232 0 0 06:15 56 200 0 0 18:15 300 230 0 0 06:30 93 254 0 0 18:30 264 198 0 0 06:45 119 324 286 875 0 0 0 0 1199 18:45 197 1009 181 840 0 0 0 0 1848 07:00 112 283 0 0 19:00 216 157 0 0 07:15 160 309 0 0 19:15 176 152 0 0 07:30 215 337 0 0 19:30 179 137 0 0 07:45 219 705 334 1263 0 0 0 0 1968 19:45 164 735 121 566 0 0 0 0 1301 08:00 195 302 0 0 20:00 144 141 0 0 08:15 228 260 0 0 20:15 148 120 0 0 08:30 220 335 0 0 20:30 136 105 0 0 08:45 208 850 309 1205 0 0 0 0 2055 20:45 127 554 116 481 0 0 0 0 1034 09:00 187 242 0 0 21:00 120 107 0 0 09:15 206 250 0 0 21:15 125 98 0 0 09:30 203 234 0 0 21:30 98 92 0 0 09:45 207 802 236 962 0 0 0 0 1763 21:45 99 441 82 378 0 0 0 0 819 10:00 220 226 0 0 22:00 76 76 0 0 10:15 172 230 0 0 22:15 81 71 0 0 10:30 212 216 0 0 22:30 64 51 0 0 10:45 208 811 219 889 0 0 0 0 1700 22:45 57 278 42 240 0 0 0 0 518 11:00 201 202 0 0 23:00 41 36 0 0 11:15 203 222 0 0 23:15 45 29 0 0 11:30 210 247 0 0 23:30 33 20 0 0 11:45 216 829 262 933 0 0 0 0 1762 23:45 21 139 20 104 0 0 0 0 243 Total Vol.4670 6706 11376 9811 8326 18136 GPS Coordinates: NB SB Combined 14481 15032 29512 Split %41.1%58.9%38.5%54.1%45.9%61.5% Peak Hour 11:45 07:15 07:45 16:00 16:45 16:00 Volume 865 1281 2091 1321 1126 2367 P.H.F.0.98 0.95 0.94 0.98 0.95 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-020Project#Tuesday, August 04, 2015 Wednesday, August 05, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.102079, -117.222739 Rancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadTuesday, August 4, 2015End Time 4-Aug1:00 AM 1352:00 AM 723:00 AM 484:00 AM 835:00 AM 1516:00 AM 4417:00 AM 1,1538:00 AM 1,8949:00 AM 2,02810:00 AM 1,69511:00 AM 1,67212:00 PM 1,7311:00 PM 1,7872:00 PM 1,8823:00 PM 1,8124:00 PM 2,1595:00 PM 2,3476:00 PM 2,3037:00 PM 1,8168:00 PM 1,3129:00 PM 1,03710:00 PM 82711:00 PM 53712:00 AM237Total 2915905001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot Rancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadWednesday, August 5, 2015End Time 5-Aug1:00 AM 1332:00 AM 823:00 AM 514:00 AM 665:00 AM 1716:00 AM 4307:00 AM 1,2448:00 AM 2,0419:00 AM 2,08110:00 AM 1,83111:00 AM 1,72712:00 PM 1,7921:00 PM 1,8512:00 PM 1,9303:00 PM 1,8294:00 PM 2,1895:00 PM 2,3866:00 PM 2,2757:00 PM 1,8808:00 PM 1,2899:00 PM 1,03110:00 PM 81011:00 PM 49812:00 AM248Total 2986505001,0001,5002,0002,5003,000Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 18 12 12:00 230 184 00:15 12 13 12:15 211 201 00:30 14 9 12:30 190 221 00:45 8 52 9 43 95 12:45 195 826 201 807 1633 01:00 6 5 13:00 199 195 01:15 10 8 13:15 204 181 01:30 6 3 13:30 204 181 01:45 8 30 5 21 51 13:45 212 819 216 773 1592 02:00 7 6 14:00 193 159 02:15 4 3 14:15 237 178 02:30 5 1 14:30 200 204 02:45 1 17 2 12 29 14:45 182 812 193 734 1546 03:00 2 0 15:00 208 183 03:15 2 2 15:15 202 214 03:30 3 2 15:30 226 226 03:45 5 12 10 14 26 15:45 219 855 207 830 1685 04:00 1 9 16:00 213 211 04:15 6 17 16:15 223 205 04:30 19 26 16:30 244 241 04:45 22 48 26 78 126 16:45 266 946 263 920 1866 05:00 15 40 17:00 250 265 05:15 28 43 17:15 292 289 05:30 34 63 17:30 286 280 05:45 57 134 81 227 361 17:45 290 1118 260 1094 2212 06:00 50 111 18:00 221 231 06:15 60 128 18:15 215 214 06:30 69 157 18:30 248 204 06:45 94 273 158 554 827 18:45 227 911 174 823 1734 07:00 123 211 19:00 226 156 07:15 145 183 19:15 204 159 07:30 198 216 19:30 159 119 07:45 269 735 254 864 1599 19:45 194 783 123 557 1340 08:00 264 199 20:00 183 92 08:15 280 211 20:15 167 94 08:30 271 224 20:30 155 91 08:45 277 1092 258 892 1984 20:45 129 634 83 360 994 09:00 253 205 21:00 130 80 09:15 243 215 21:15 98 62 09:30 213 202 21:30 131 61 09:45 224 933 200 822 1755 21:45 87 446 63 266 712 10:00 197 155 22:00 77 55 10:15 185 210 22:15 76 60 10:30 190 191 22:30 62 34 10:45 163 735 215 771 1506 22:45 54 269 25 174 443 11:00 185 213 23:00 50 35 11:15 169 215 23:15 34 27 11:30 189 243 23:30 24 25 11:45 218 761 217 888 1649 23:45 28 136 17 104 240 Total Vol.4822 5186 10008 8555 7442 15997 GPS Coordinates: NB SB EB WB Combined 13377 12628 26005 Split %48.2% 51.8%38.5%53.5%46.5%61.5% Peak Hour 08:00 08:30 08:00 17:00 16:45 17:00 Volume 1092 902 1984 1118 1097 2212 P.H.F.0.98 0.87 0.93 0.96 0.95 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Poinsettia Ln. btwn. Paseo Del Norte & Batiquitos Dr. PM Project#Tuesday, August 04, 2015 AM Daily Totals 15-1194-021 DAY 1 33.104106, -117.306738 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 27 12 12:00 222 229 00:15 32 14 12:15 210 205 00:30 19 4 12:30 180 180 00:45 8 86 4 34 120 12:45 238 850 189 803 1653 01:00 7 5 13:00 261 174 01:15 4 7 13:15 220 166 01:30 10 5 13:30 198 196 01:45 8 29 5 22 51 13:45 225 904 188 724 1628 02:00 5 2 14:00 207 184 02:15 6 2 14:15 200 205 02:30 7 0 14:30 215 221 02:45 4 22 2 6 28 14:45 193 815 178 788 1603 03:00 2 2 15:00 212 185 03:15 2 2 15:15 196 203 03:30 7 5 15:30 217 222 03:45 6 17 8 17 34 15:45 244 869 192 802 1671 04:00 2 15 16:00 232 204 04:15 6 15 16:15 251 219 04:30 13 20 16:30 251 234 04:45 16 37 28 78 115 16:45 236 970 265 922 1892 05:00 22 46 17:00 269 240 05:15 33 50 17:15 306 322 05:30 41 52 17:30 264 276 05:45 53 149 82 230 379 17:45 297 1136 294 1132 2268 06:00 46 109 18:00 264 203 06:15 58 120 18:15 249 247 06:30 72 144 18:30 254 221 06:45 105 281 165 538 819 18:45 222 989 211 882 1871 07:00 116 206 19:00 228 152 07:15 156 223 19:15 214 151 07:30 191 193 19:30 189 137 07:45 260 723 254 876 1599 19:45 195 826 108 548 1374 08:00 261 208 20:00 180 85 08:15 267 209 20:15 158 115 08:30 277 214 20:30 162 80 08:45 291 1096 238 869 1965 20:45 139 639 76 356 995 09:00 265 189 21:00 146 63 09:15 200 215 21:15 131 77 09:30 209 197 21:30 121 64 09:45 176 850 216 817 1667 21:45 103 501 56 260 761 10:00 176 200 22:00 83 47 10:15 174 221 22:15 62 46 10:30 161 211 22:30 76 35 10:45 171 682 207 839 1521 22:45 60 281 33 161 442 11:00 173 215 23:00 56 34 11:15 159 204 23:15 40 23 11:30 167 221 23:30 40 22 11:45 229 728 246 886 1614 23:45 41 177 16 95 272 Total Vol.4700 5212 9912 8957 7473 16430 GPS Coordinates: NB SB EB WB Combined 13657 12685 26342 Split %47.4% 52.6%37.6%54.5%45.5%62.4% Peak Hour 08:15 11:30 08:00 17:00 17:00 17:00 Volume 1100 901 1965 1136 1132 2268 P.H.F.0.95 0.92 0.93 0.93 0.88 0.90 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.104106, -117.306738 AM PM Project# Poinsettia Ln. btwn. Paseo Del Norte & Batiquitos Dr. Wednesday, August 05, 2015 15-1194-021 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 23 12 12:00 0 0 226 207 00:15 0 0 22 14 12:15 0 0 211 203 00:30 0 0 17 7 12:30 0 0 185 201 00:45 0 0 0 0 8 69 7 39 108 12:45 0 0 0 0 217 838 195 805 1643 01:00 0 0 7 5 13:00 0 0 230 185 01:15 0 0 7 8 13:15 0 0 212 174 01:30 0 0 8 4 13:30 0 0 201 189 01:45 0 0 0 0 8 30 5 22 51 13:45 0 0 0 0 219 862 202 749 1610 02:00 0 0 6 4 14:00 0 0 200 172 02:15 0 0 5 3 14:15 0 0 219 192 02:30 0 0 6 1 14:30 0 0 208 213 02:45 0 0 0 0 3 20 2 9 29 14:45 0 0 0 0 188 814 186 761 1575 03:00 0 0 2 1 15:00 0 0 210 184 03:15 0 0 2 2 15:15 0 0 199 209 03:30 0 0 5 4 15:30 0 0 222 224 03:45 0 0 0 0 6 15 9 16 30 15:45 0 0 0 0 232 862 200 816 1678 04:00 0 0 2 12 16:00 0 0 223 208 04:15 0 0 6 16 16:15 0 0 237 212 04:30 0 0 16 23 16:30 0 0 248 238 04:45 0 0 0 0 19 43 27 78 121 16:45 0 0 0 0 251 958 264 921 1879 05:00 0 0 19 43 17:00 0 0 260 253 05:15 0 0 31 47 17:15 0 0 299 306 05:30 0 0 38 58 17:30 0 0 275 278 05:45 0 0 0 0 55 142 82 229 370 17:45 0 0 0 0 294 1127 277 1113 2240 06:00 0 0 48 110 18:00 0 0 243 217 06:15 0 0 59 124 18:15 0 0 232 231 06:30 0 0 71 151 18:30 0 0 251 213 06:45 0 0 0 0 100 277 162 546 823 18:45 0 0 0 0 225 950 193 853 1803 07:00 0 0 120 209 19:00 0 0 227 154 07:15 0 0 151 203 19:15 0 0 209 155 07:30 0 0 195 205 19:30 0 0 174 128 07:45 0 0 0 0 265 729 254 870 1599 19:45 0 0 0 0 195 805 116 553 1357 08:00 0 0 263 204 20:00 0 0 182 89 08:15 0 0 274 210 20:15 0 0 163 105 08:30 0 0 274 219 20:30 0 0 159 86 08:45 0 0 0 0 284 1094 248 881 1975 20:45 0 0 0 0 134 637 80 358 995 09:00 0 0 259 197 21:00 0 0 138 72 09:15 0 0 222 215 21:15 0 0 115 70 09:30 0 0 211 200 21:30 0 0 126 63 09:45 0 0 0 0 200 892 208 820 1711 21:45 0 0 0 0 95 474 60 263 737 10:00 0 0 187 178 22:00 0 0 80 51 10:15 0 0 180 216 22:15 0 0 69 53 10:30 0 0 176 201 22:30 0 0 69 35 10:45 0 0 0 0 167 709 211 805 1514 22:45 0 0 0 0 57 275 29 168 443 11:00 0 0 179 214 23:00 0 0 53 35 11:15 0 0 164 210 23:15 0 0 37 25 11:30 0 0 178 232 23:30 0 0 32 24 11:45 0 0 0 0 224 745 232 887 1632 23:45 0 0 0 0 35 157 17 100 256 Total Vol.4761 5199 9960 8756 7458 16214 GPS Coordinates: NB SB Combined 13517 12657 26174 Split %47.8% 52.2%38.1%54.0%46.0%61.9% Peak Hour 08:00 11:00 08:00 17:00 17:00 17:00 Volume 1094 887 1975 1127 1113 2240 P.H.F.0.96 0.96 0.93 0.94 0.91 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-021Project# Poinsettia Ln. btwn. Paseo Del Norte & Batiquitos Dr. Tuesday, August 04, 2015 Wednesday, August 05, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.104106, -117.306738 Poinsettia LaneBetween Paseo Del Norte and Batiquitos DriveTuesday, August 4, 2015End Time 4-Aug1:00 AM 952:00 AM 513:00 AM 294:00 AM 265:00 AM 1266:00 AM 3617:00 AM 8278:00 AM 1,5999:00 AM 1,98410:00 AM 1,75511:00 AM 1,50612:00 PM 1,6491:00 PM 1,6332:00 PM 1,5923:00 PM 1,5464:00 PM 1,6855:00 PM 1,8666:00 PM 2,2127:00 PM 1,7348:00 PM 1,3409:00 PM 99410:00 PM 71211:00 PM 44312:00 AM240Total 2600505001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot Poinsettia LaneBetween Paseo Del Norte and Batiquitos DriveWednesday, August 5, 2015End Time 5-Aug1:00 AM 1202:00 AM 513:00 AM 284:00 AM 345:00 AM 1156:00 AM 3797:00 AM 8198:00 AM 1,5999:00 AM 1,96510:00 AM 1,66711:00 AM 1,52112:00 PM 1,6141:00 PM 1,6532:00 PM 1,6283:00 PM 1,6034:00 PM 1,6715:00 PM 1,8926:00 PM 2,2687:00 PM 1,8718:00 PM 1,3749:00 PM 99510:00 PM 76111:00 PM 44212:00 AM272Total 2634205001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 7 3 12:00 55 57 00:15 6 3 12:15 45 61 00:30 3 3 12:30 56 55 00:45 2 18 2 11 29 12:45 45 201 54 227 428 01:00 2 0 13:00 51 48 01:15 4 4 13:15 50 53 01:30 2 2 13:30 60 54 01:45 0 8 0 6 14 13:45 47 208 53 208 416 02:00 3 1 14:00 57 68 02:15 2 0 14:15 63 66 02:30 0 1 14:30 99 87 02:45 1 6 1 3 9 14:45 90 309 72 293 602 03:00 0 1 15:00 72 57 03:15 1 2 15:15 65 60 03:30 1 2 15:30 49 48 03:45 0 2 2 7 9 15:45 57 243 46 211 454 04:00 1 2 16:00 44 60 04:15 1 4 16:15 93 56 04:30 0 9 16:30 78 65 04:45 0 2 12 27 29 16:45 83 298 74 255 553 05:00 1 7 17:00 82 64 05:15 1 14 17:15 99 66 05:30 4 15 17:30 104 43 05:45 3 9 38 74 83 17:45 108 393 50 223 616 06:00 11 31 18:00 85 56 06:15 11 49 18:15 75 47 06:30 14 69 18:30 74 59 06:45 10 46 75 224 270 18:45 58 292 39 201 493 07:00 17 122 19:00 72 47 07:15 41 139 19:15 65 37 07:30 45 124 19:30 63 38 07:45 61 164 144 529 693 19:45 44 244 32 154 398 08:00 31 109 20:00 54 26 08:15 23 70 20:15 52 25 08:30 16 69 20:30 34 27 08:45 30 100 71 319 419 20:45 26 166 16 94 260 09:00 20 50 21:00 25 16 09:15 27 49 21:15 33 17 09:30 43 53 21:30 27 12 09:45 42 132 54 206 338 21:45 19 104 7 52 156 10:00 42 54 22:00 17 4 10:15 40 48 22:15 15 10 10:30 46 58 22:30 12 6 10:45 38 166 64 224 390 22:45 19 63 4 24 87 11:00 46 48 23:00 8 5 11:15 49 60 23:15 9 3 11:30 43 53 23:30 4 0 11:45 66 204 49 210 414 23:45 6 27 4 12 39 Total Vol.857 1840 2697 2548 1954 4502 GPS Coordinates: NB SB EB WB Combined 3405 3794 7199 Split %31.8% 68.2%37.5%56.6%43.4%62.5% Peak Hour 11:45 07:00 07:15 17:15 14:00 17:00 Volume 222 529 694 396 293 616 P.H.F.0.84 0.92 0.85 0.92 0.84 0.93 PM Project#Wednesday, September 16, 2015 AM Daily Totals 15-1194-022 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 4 12:00 66 46 00:15 6 0 12:15 59 52 00:30 1 1 12:30 52 62 00:45 5 22 1 6 28 12:45 57 234 67 227 461 01:00 0 1 13:00 67 80 01:15 3 2 13:15 71 69 01:30 0 1 13:30 90 69 01:45 1 4 1 5 9 13:45 65 293 59 277 570 02:00 1 2 14:00 58 44 02:15 1 1 14:15 37 62 02:30 2 1 14:30 71 58 02:45 0 4 0 4 8 14:45 92 258 69 233 491 03:00 0 1 15:00 85 58 03:15 0 3 15:15 70 51 03:30 1 4 15:30 47 49 03:45 1 2 4 12 14 15:45 62 264 52 210 474 04:00 1 4 16:00 69 59 04:15 1 2 16:15 99 59 04:30 1 6 16:30 79 54 04:45 0 3 14 26 29 16:45 85 332 69 241 573 05:00 1 6 17:00 98 69 05:15 1 20 17:15 100 56 05:30 1 18 17:30 121 75 05:45 5 8 21 65 73 17:45 107 426 68 268 694 06:00 11 34 18:00 82 57 06:15 17 63 18:15 82 41 06:30 5 47 18:30 71 49 06:45 8 41 79 223 264 18:45 78 313 52 199 512 07:00 24 105 19:00 101 56 07:15 27 150 19:15 60 44 07:30 62 121 19:30 66 33 07:45 62 175 129 505 680 19:45 49 276 29 162 438 08:00 37 121 20:00 47 34 08:15 39 85 20:15 47 23 08:30 23 74 20:30 44 37 08:45 17 116 89 369 485 20:45 41 179 24 118 297 09:00 15 24 21:00 40 25 09:15 28 52 21:15 39 23 09:30 42 59 21:30 36 24 09:45 42 127 80 215 342 21:45 24 139 14 86 225 10:00 43 58 22:00 17 15 10:15 40 42 22:15 18 9 10:30 36 50 22:30 14 6 10:45 49 168 52 202 370 22:45 14 63 12 42 105 11:00 38 60 23:00 8 2 11:15 49 58 23:15 4 5 11:30 61 53 23:30 5 2 11:45 49 197 39 210 407 23:45 6 23 0 9 32 Total Vol.867 1842 2709 2800 2072 4872 GPS Coordinates: NB SB EB WB Combined 3667 3914 7581 Split %32.0% 68.0%35.7%57.5%42.5%64.3% Peak Hour 11:30 07:15 07:15 17:00 12:45 17:00 Volume 235 521 709 426 285 694 P.H.F.0.89 0.87 0.93 0.88 0.89 0.89 0 AM PM Project# Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Thursday, September 17, 2015 15-1194-022 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 9 4 12:00 0 0 61 52 00:15 0 0 6 2 12:15 0 0 52 57 00:30 0 0 2 2 12:30 0 0 54 59 00:45 0 0 0 0 4 20 2 9 29 12:45 0 0 0 0 51 218 61 227 445 01:00 0 0 1 1 13:00 0 0 59 64 01:15 0 0 4 3 13:15 0 0 61 61 01:30 0 0 1 2 13:30 0 0 75 62 01:45 0 0 0 0 1 6 1 6 12 13:45 0 0 0 0 56 251 56 243 493 02:00 0 0 2 2 14:00 0 0 58 56 02:15 0 0 2 1 14:15 0 0 50 64 02:30 0 0 1 1 14:30 0 0 85 73 02:45 0 0 0 0 1 5 1 4 9 14:45 0 0 0 0 91 284 71 263 547 03:00 0 0 0 1 15:00 0 0 79 58 03:15 0 0 1 3 15:15 0 0 68 56 03:30 0 0 1 3 15:30 0 0 48 49 03:45 0 0 0 0 1 2 3 10 12 15:45 0 0 0 0 60 254 49 211 464 04:00 0 0 1 3 16:00 0 0 57 60 04:15 0 0 1 3 16:15 0 0 96 58 04:30 0 0 1 8 16:30 0 0 79 60 04:45 0 0 0 0 0 3 13 27 29 16:45 0 0 0 0 84 315 72 248 563 05:00 0 0 1 7 17:00 0 0 90 67 05:15 0 0 1 17 17:15 0 0 100 61 05:30 0 0 3 17 17:30 0 0 113 59 05:45 0 0 0 0 4 9 30 70 78 17:45 0 0 0 0 108 410 59 246 655 06:00 0 0 11 33 18:00 0 0 84 57 06:15 0 0 14 56 18:15 0 0 79 44 06:30 0 0 10 58 18:30 0 0 73 54 06:45 0 0 0 0 9 44 77 224 267 18:45 0 0 0 0 68 303 46 200 503 07:00 0 0 21 114 19:00 0 0 87 52 07:15 0 0 34 145 19:15 0 0 63 41 07:30 0 0 54 123 19:30 0 0 65 36 07:45 0 0 0 0 62 170 137 517 687 19:45 0 0 0 0 47 260 31 158 418 08:00 0 0 34 115 20:00 0 0 51 30 08:15 0 0 31 78 20:15 0 0 50 24 08:30 0 0 20 72 20:30 0 0 39 32 08:45 0 0 0 0 24 108 80 344 452 20:45 0 0 0 0 34 173 20 106 279 09:00 0 0 18 37 21:00 0 0 33 21 09:15 0 0 28 51 21:15 0 0 36 20 09:30 0 0 43 56 21:30 0 0 32 18 09:45 0 0 0 0 42 130 67 211 340 21:45 0 0 0 0 22 122 11 69 191 10:00 0 0 43 56 22:00 0 0 17 10 10:15 0 0 40 45 22:15 0 0 17 10 10:30 0 0 41 54 22:30 0 0 13 6 10:45 0 0 0 0 44 167 58 213 380 22:45 0 0 0 0 17 63 8 33 96 11:00 0 0 42 54 23:00 0 0 8 4 11:15 0 0 49 59 23:15 0 0 7 4 11:30 0 0 52 53 23:30 0 0 5 1 11:45 0 0 0 0 58 201 44 210 411 23:45 0 0 0 0 6 25 2 11 36 Total Vol.862 1841 2703 2674 2013 4687 GPS Coordinates: NB SB Combined 3536 3854 7390 Split %31.9% 68.1%36.6%57.1%42.9%63.4% Peak Hour 11:45 07:15 07:15 17:00 14:15 17:00 Volume 224 519 702 410 265 655 P.H.F.0.93 0.90 0.89 0.91 0.91 0.95 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-022Project# Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Wednesday, September 16, 2015 Thursday, September 17, 2015 Tamarack AvenueBetween El Camino Real and La Portalada DriveWednesday, September 16, 2015End Time 16-Sep1:00 AM 292:00 AM 143:00 AM 94:00 AM 95:00 AM 296:00 AM 837:00 AM 2708:00 AM 6939:00 AM 41910:00 AM 33811:00 AM 39012:00 PM 4141:00 PM 4282:00 PM 4163:00 PM 6024:00 PM 4545:00 PM 5536:00 PM 6167:00 PM 4938:00 PM 3989:00 PM 26010:00 PM 15611:00 PM 8712:00 AM39Total 71990100200300400500600700800Total Volume (Both Directions)24-Hour Volume Plot Tamarack AvenueBetween El Camino Real and La Portalada DriveThursday, September 17, 2015End Time 17-Sep1:00 AM 282:00 AM 93:00 AM 84:00 AM 145:00 AM 296:00 AM 737:00 AM 2648:00 AM 6809:00 AM 48510:00 AM 34211:00 AM 37012:00 PM 4071:00 PM 4612:00 PM 5703:00 PM 4914:00 PM 4745:00 PM 5736:00 PM 6947:00 PM 5128:00 PM 4389:00 PM 29710:00 PM 22511:00 PM 10512:00 AM32Total 75810100200300400500600700800Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 26 13 12:00 225 168 00:15 18 9 12:15 196 172 00:30 4 9 12:30 202 150 00:45 9 57 4 35 92 12:45 225 848 155 645 1493 01:00 9 3 13:00 242 169 01:15 4 3 13:15 204 139 01:30 4 4 13:30 203 178 01:45 3 20 4 14 34 13:45 202 851 191 677 1528 02:00 5 2 14:00 198 161 02:15 6 4 14:15 189 169 02:30 1 5 14:30 180 160 02:45 3 15 1 12 27 14:45 188 755 235 725 1480 03:00 5 2 15:00 189 230 03:15 3 1 15:15 200 222 03:30 4 0 15:30 212 264 03:45 4 16 8 11 27 15:45 193 794 245 961 1755 04:00 4 10 16:00 181 238 04:15 3 4 16:15 190 233 04:30 13 14 16:30 194 273 04:45 13 33 17 45 78 16:45 203 768 261 1005 1773 05:00 8 19 17:00 198 320 05:15 10 26 17:15 186 361 05:30 36 41 17:30 199 312 05:45 48 102 65 151 253 17:45 203 786 272 1265 2051 06:00 47 67 18:00 179 249 06:15 81 86 18:15 145 218 06:30 134 119 18:30 167 207 06:45 155 417 176 448 865 18:45 139 630 204 878 1508 07:00 150 129 19:00 107 193 07:15 167 163 19:15 113 171 07:30 231 157 19:30 109 168 07:45 318 866 164 613 1479 19:45 92 421 188 720 1141 08:00 272 137 20:00 129 214 08:15 221 130 20:15 90 239 08:30 234 145 20:30 88 275 08:45 267 994 164 576 1570 20:45 84 391 206 934 1325 09:00 296 125 21:00 84 104 09:15 277 148 21:15 73 74 09:30 278 139 21:30 72 51 09:45 329 1180 135 547 1727 21:45 47 276 47 276 552 10:00 366 143 22:00 56 20 10:15 307 133 22:15 39 41 10:30 331 143 22:30 51 22 10:45 292 1296 132 551 1847 22:45 33 179 24 107 286 11:00 259 153 23:00 31 18 11:15 204 173 23:15 28 9 11:30 232 165 23:30 26 12 11:45 250 945 190 681 1626 23:45 21 106 13 52 158 Total Vol.5941 3684 9625 6805 8245 15050 GPS Coordinates: NB SB EB WB Combined 12746 11929 24675 Split %61.7% 38.3%39.0%45.2%54.8%61.0% Peak Hour 09:45 11:15 09:45 12:45 17:00 17:00 Volume 1333 696 1887 874 1265 2051 P.H.F.0.91 0.92 0.93 0.90 0.88 0.94 PM Project#Wednesday, July 22, 2015 AM Daily Totals 15-1194-023 DAY 1 33.135465, -117.324679 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 16 10 12:00 274 153 00:15 10 6 12:15 217 143 00:30 9 4 12:30 256 152 00:45 9 44 3 23 67 12:45 221 968 175 623 1591 01:00 8 5 13:00 217 157 01:15 6 4 13:15 188 153 01:30 5 4 13:30 196 161 01:45 6 25 0 13 38 13:45 211 812 160 631 1443 02:00 6 4 14:00 174 142 02:15 4 4 14:15 206 175 02:30 2 3 14:30 192 182 02:45 2 14 4 15 29 14:45 176 748 214 713 1461 03:00 5 2 15:00 183 222 03:15 2 7 15:15 187 221 03:30 7 2 15:30 190 263 03:45 5 19 8 19 38 15:45 232 792 217 923 1715 04:00 1 10 16:00 193 277 04:15 5 7 16:15 189 231 04:30 10 11 16:30 213 274 04:45 12 28 19 47 75 16:45 192 787 293 1075 1862 05:00 7 19 17:00 174 328 05:15 9 26 17:15 206 348 05:30 26 37 17:30 190 316 05:45 57 99 71 153 252 17:45 182 752 260 1252 2004 06:00 52 67 18:00 174 226 06:15 76 90 18:15 138 259 06:30 112 121 18:30 139 208 06:45 160 400 168 446 846 18:45 160 611 203 896 1507 07:00 146 140 19:00 136 217 07:15 179 126 19:15 113 201 07:30 218 140 19:30 111 224 07:45 283 826 153 559 1385 19:45 95 455 218 860 1315 08:00 230 151 20:00 120 263 08:15 203 126 20:15 126 275 08:30 221 123 20:30 100 327 08:45 273 927 135 535 1462 20:45 104 450 222 1087 1537 09:00 267 107 21:00 77 125 09:15 301 109 21:15 75 72 09:30 316 117 21:30 67 64 09:45 326 1210 103 436 1646 21:45 77 296 41 302 598 10:00 343 108 22:00 62 36 10:15 342 124 22:15 55 22 10:30 307 116 22:30 39 20 10:45 280 1272 106 454 1726 22:45 41 197 26 104 301 11:00 315 155 23:00 24 13 11:15 285 154 23:15 29 19 11:30 249 147 23:30 23 12 11:45 219 1068 162 618 1686 23:45 18 94 6 50 144 Total Vol.5932 3318 9250 6962 8516 15478 GPS Coordinates: NB SB EB WB Combined 12894 11834 24728 Split %64.1% 35.9%37.4%45.0%55.0%62.6% Peak Hour 09:30 11:00 09:30 12:00 16:45 16:45 Volume 1327 618 1779 968 1285 2047 P.H.F.0.97 0.95 0.95 0.88 0.92 0.92 33.135465, -117.324679 AM PM Project# Cannon Rd. btwn. Paseo Del Norte & Car Country Dr. Thursday, July 23, 2015 15-1194-023 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 21 12 12:00 0 0 250 161 00:15 0 0 14 8 12:15 0 0 207 158 00:30 0 0 7 7 12:30 0 0 229 151 00:45 0 0 0 0 9 51 4 29 80 12:45 0 0 0 0 223 908 165 634 1542 01:00 0 0 9 4 13:00 0 0 230 163 01:15 0 0 5 4 13:15 0 0 196 146 01:30 0 0 5 4 13:30 0 0 200 170 01:45 0 0 0 0 5 23 2 14 36 13:45 0 0 0 0 207 832 176 654 1486 02:00 0 0 6 3 14:00 0 0 186 152 02:15 0 0 5 4 14:15 0 0 198 172 02:30 0 0 2 4 14:30 0 0 186 171 02:45 0 0 0 0 3 15 3 14 28 14:45 0 0 0 0 182 752 225 719 1471 03:00 0 0 5 2 15:00 0 0 186 226 03:15 0 0 3 4 15:15 0 0 194 222 03:30 0 0 6 1 15:30 0 0 201 264 03:45 0 0 0 0 5 18 8 15 33 15:45 0 0 0 0 213 793 231 942 1735 04:00 0 0 3 10 16:00 0 0 187 258 04:15 0 0 4 6 16:15 0 0 190 232 04:30 0 0 12 13 16:30 0 0 204 274 04:45 0 0 0 0 13 31 18 46 77 16:45 0 0 0 0 198 778 277 1040 1818 05:00 0 0 8 19 17:00 0 0 186 324 05:15 0 0 10 26 17:15 0 0 196 355 05:30 0 0 31 39 17:30 0 0 195 314 05:45 0 0 0 0 53 101 68 152 253 17:45 0 0 0 0 193 769 266 1259 2028 06:00 0 0 50 67 18:00 0 0 177 238 06:15 0 0 79 88 18:15 0 0 142 239 06:30 0 0 123 120 18:30 0 0 153 208 06:45 0 0 0 0 158 409 172 447 856 18:45 0 0 0 0 150 621 204 887 1508 07:00 0 0 148 135 19:00 0 0 122 205 07:15 0 0 173 145 19:15 0 0 113 186 07:30 0 0 225 149 19:30 0 0 110 196 07:45 0 0 0 0 301 846 159 586 1432 19:45 0 0 0 0 94 438 203 790 1228 08:00 0 0 251 144 20:00 0 0 125 239 08:15 0 0 212 128 20:15 0 0 108 257 08:30 0 0 228 134 20:30 0 0 94 301 08:45 0 0 0 0 270 961 150 556 1516 20:45 0 0 0 0 94 421 214 1011 1431 09:00 0 0 282 116 21:00 0 0 81 115 09:15 0 0 289 129 21:15 0 0 74 73 09:30 0 0 297 128 21:30 0 0 70 58 09:45 0 0 0 0 328 1195 119 492 1687 21:45 0 0 0 0 62 286 44 289 575 10:00 0 0 355 126 22:00 0 0 59 28 10:15 0 0 325 129 22:15 0 0 47 32 10:30 0 0 319 130 22:30 0 0 45 21 10:45 0 0 0 0 286 1284 119 503 1787 22:45 0 0 0 0 37 188 25 106 294 11:00 0 0 287 154 23:00 0 0 28 16 11:15 0 0 245 164 23:15 0 0 29 14 11:30 0 0 241 156 23:30 0 0 25 12 11:45 0 0 0 0 235 1007 176 650 1656 23:45 0 0 0 0 20 100 10 51 151 Total Vol.5937 3501 9438 6884 8381 15264 GPS Coordinates: NB SB Combined 12820 11882 24702 Split %62.9% 37.1%38.2%45.1%54.9%61.8% Peak Hour 09:45 11:15 09:45 12:00 16:45 16:45 Volume 1326 656 1828 908 1270 2044 P.H.F.0.93 0.93 0.95 0.91 0.90 0.93 Daily Totals 2-DAY AVERAGE 33.135465, -117.324679 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-023Project# Cannon Rd. btwn. Paseo Del Norte & Car Country Dr. Wednesday, July 22, 2015 Thursday, July 23, 2015 Cannon RoadBetween Paseo Del Norte and Car Country DriveWednesday, July 22, 2015End Time 22-Jul1:00 AM 922:00 AM 343:00 AM 274:00 AM 275:00 AM 786:00 AM 2537:00 AM 8658:00 AM 1,4799:00 AM 1,57010:00 AM 1,72711:00 AM 1,84712:00 PM 1,6261:00 PM 1,4932:00 PM 1,5283:00 PM 1,4804:00 PM 1,7555:00 PM 1,7736:00 PM 2,0517:00 PM 1,5088:00 PM 1,1419:00 PM 1,32510:00 PM 55211:00 PM 28612:00 AM158Total 2467505001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot Cannon RoadBetween Paseo Del Norte and Car Country DriveThursday, July 23, 2015End Time 23-Jul1:00 AM 672:00 AM 383:00 AM 294:00 AM 385:00 AM 756:00 AM 2527:00 AM 8468:00 AM 1,3859:00 AM 1,46210:00 AM 1,64611:00 AM 1,72612:00 PM 1,6861:00 PM 1,5912:00 PM 1,4433:00 PM 1,4614:00 PM 1,7155:00 PM 1,8626:00 PM 2,0047:00 PM 1,5078:00 PM 1,3159:00 PM 1,53710:00 PM 59811:00 PM 30112:00 AM144Total 2472805001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 16 7 12:00 130 97 00:15 13 5 12:15 133 110 00:30 8 5 12:30 131 104 00:45 5 42 6 23 65 12:45 125 519 119 430 949 01:00 7 5 13:00 141 112 01:15 4 4 13:15 152 91 01:30 8 3 13:30 163 153 01:45 5 24 5 17 41 13:45 166 622 141 497 1119 02:00 6 0 14:00 154 108 02:15 3 3 14:15 185 100 02:30 2 3 14:30 214 233 02:45 5 16 6 12 28 14:45 222 775 198 639 1414 03:00 2 3 15:00 258 192 03:15 1 2 15:15 296 152 03:30 4 16 15:30 299 141 03:45 1 8 25 46 54 15:45 311 1164 140 625 1789 04:00 5 13 16:00 341 116 04:15 2 15 16:15 355 128 04:30 6 41 16:30 325 114 04:45 8 21 63 132 153 16:45 344 1365 119 477 1842 05:00 5 46 17:00 363 120 05:15 11 52 17:15 325 134 05:30 10 102 17:30 344 131 05:45 25 51 112 312 363 17:45 385 1417 127 512 1929 06:00 24 95 18:00 222 102 06:15 41 171 18:15 208 99 06:30 42 214 18:30 214 82 06:45 26 133 281 761 894 18:45 185 829 92 375 1204 07:00 33 327 19:00 166 85 07:15 30 460 19:15 139 67 07:30 35 340 19:30 133 70 07:45 54 152 329 1456 1608 19:45 120 558 57 279 837 08:00 41 339 20:00 104 54 08:15 45 238 20:15 85 53 08:30 50 219 20:30 60 46 08:45 85 221 237 1033 1254 20:45 60 309 41 194 503 09:00 89 182 21:00 54 23 09:15 99 143 21:15 41 34 09:30 107 137 21:30 42 37 09:45 101 396 132 594 990 21:45 29 166 32 126 292 10:00 104 98 22:00 30 30 10:15 105 85 22:15 19 20 10:30 106 106 22:30 16 27 10:45 103 418 81 370 788 22:45 8 73 17 94 167 11:00 111 112 23:00 5 7 11:15 125 117 23:15 7 11 11:30 122 131 23:30 4 5 11:45 131 489 114 474 963 23:45 11 27 6 29 56 Total Vol.1971 5230 7201 7824 4277 12101 GPS Coordinates: NB SB EB WB Combined 9795 9507 19302 Split %27.4% 72.6%37.3%64.7%35.3%62.7% Peak Hour 11:45 07:15 07:15 17:00 14:30 17:00 Volume 525 1468 1628 1417 775 1929 P.H.F.0.99 0.80 0.83 0.92 0.83 0.94 PM Project#Wednesday, September 16, 2015 AM Daily Totals 15-1194-024 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 14 4 12:00 133 100 00:15 17 6 12:15 130 93 00:30 11 1 12:30 128 109 00:45 8 50 7 18 68 12:45 122 513 124 426 939 01:00 5 1 13:00 120 133 01:15 9 3 13:15 141 157 01:30 6 3 13:30 143 132 01:45 3 23 0 7 30 13:45 139 543 128 550 1093 02:00 2 3 14:00 133 142 02:15 5 5 14:15 130 101 02:30 2 3 14:30 128 235 02:45 4 13 3 14 27 14:45 185 576 181 659 1235 03:00 1 4 15:00 222 144 03:15 5 7 15:15 208 118 03:30 2 15 15:30 241 162 03:45 6 14 15 41 55 15:45 245 916 139 563 1479 04:00 3 17 16:00 285 122 04:15 2 21 16:15 300 135 04:30 5 42 16:30 305 102 04:45 8 18 61 141 159 16:45 325 1215 134 493 1708 05:00 5 48 17:00 244 136 05:15 11 55 17:15 328 112 05:30 10 118 17:30 285 135 05:45 14 40 143 364 404 17:45 255 1112 156 539 1651 06:00 28 117 18:00 241 104 06:15 24 176 18:15 214 97 06:30 41 226 18:30 185 127 06:45 28 121 328 847 968 18:45 166 806 84 412 1218 07:00 24 338 19:00 139 79 07:15 29 428 19:15 133 68 07:30 33 324 19:30 104 63 07:45 30 116 339 1429 1545 19:45 85 461 45 255 716 08:00 54 315 20:00 86 47 08:15 41 307 20:15 60 42 08:30 45 244 20:30 63 33 08:45 85 225 205 1071 1296 20:45 62 271 36 158 429 09:00 89 206 21:00 65 42 09:15 99 162 21:15 54 31 09:30 103 148 21:30 41 33 09:45 101 392 141 657 1049 21:45 42 202 34 140 342 10:00 85 122 22:00 28 30 10:15 86 116 22:15 21 23 10:30 106 114 22:30 14 25 10:45 103 380 93 445 825 22:45 16 79 17 95 174 11:00 85 80 23:00 13 14 11:15 122 103 23:15 11 6 11:30 120 103 23:30 10 9 11:45 133 460 88 374 834 23:45 14 48 5 34 82 Total Vol.1852 5408 7260 6742 4324 11066 GPS Coordinates: NB SB EB WB Combined 8594 9732 18326 Split %25.5% 74.5%39.6%60.9%39.1%60.4% Peak Hour 11:45 07:00 07:15 16:00 14:30 16:00 Volume 524 1429 1552 1215 678 1708 P.H.F.0.98 0.83 0.85 0.93 0.72 0.93 0 AM PM Project# Cannon Rd. btwn. Hilltop St. & College Blvd. Thursday, September 17, 2015 15-1194-024 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 15 6 12:00 0 0 132 99 00:15 0 0 15 6 12:15 0 0 132 102 00:30 0 0 10 3 12:30 0 0 130 107 00:45 0 0 0 0 7 46 7 21 67 12:45 0 0 0 0 124 516 122 428 944 01:00 0 0 6 3 13:00 0 0 131 123 01:15 0 0 7 4 13:15 0 0 147 124 01:30 0 0 7 3 13:30 0 0 153 143 01:45 0 0 0 0 4 24 3 12 36 13:45 0 0 0 0 153 583 135 524 1106 02:00 0 0 4 2 14:00 0 0 144 125 02:15 0 0 4 4 14:15 0 0 158 101 02:30 0 0 2 3 14:30 0 0 171 234 02:45 0 0 0 0 5 15 5 13 28 14:45 0 0 0 0 204 676 190 649 1325 03:00 0 0 2 4 15:00 0 0 240 168 03:15 0 0 3 5 15:15 0 0 252 135 03:30 0 0 3 16 15:30 0 0 270 152 03:45 0 0 0 0 4 11 20 44 55 15:45 0 0 0 0 278 1040 140 594 1634 04:00 0 0 4 15 16:00 0 0 313 119 04:15 0 0 2 18 16:15 0 0 328 132 04:30 0 0 6 42 16:30 0 0 315 108 04:45 0 0 0 0 8 20 62 137 156 16:45 0 0 0 0 335 1290 127 485 1775 05:00 0 0 5 47 17:00 0 0 304 128 05:15 0 0 11 54 17:15 0 0 327 123 05:30 0 0 10 110 17:30 0 0 315 133 05:45 0 0 0 0 20 46 128 338 384 17:45 0 0 0 0 320 1265 142 526 1790 06:00 0 0 26 106 18:00 0 0 232 103 06:15 0 0 33 174 18:15 0 0 211 98 06:30 0 0 42 220 18:30 0 0 200 105 06:45 0 0 0 0 27 127 305 804 931 18:45 0 0 0 0 176 818 88 394 1211 07:00 0 0 29 333 19:00 0 0 153 82 07:15 0 0 30 444 19:15 0 0 136 68 07:30 0 0 34 332 19:30 0 0 119 67 07:45 0 0 0 0 42 134 334 1443 1577 19:45 0 0 0 0 103 510 51 267 777 08:00 0 0 48 327 20:00 0 0 95 51 08:15 0 0 43 273 20:15 0 0 73 48 08:30 0 0 48 232 20:30 0 0 62 40 08:45 0 0 0 0 85 223 221 1052 1275 20:45 0 0 0 0 61 290 39 176 466 09:00 0 0 89 194 21:00 0 0 60 33 09:15 0 0 99 153 21:15 0 0 48 33 09:30 0 0 105 143 21:30 0 0 42 35 09:45 0 0 0 0 101 394 137 626 1020 21:45 0 0 0 0 36 184 33 133 317 10:00 0 0 95 110 22:00 0 0 29 30 10:15 0 0 96 101 22:15 0 0 20 22 10:30 0 0 106 110 22:30 0 0 15 26 10:45 0 0 0 0 103 399 87 408 807 22:45 0 0 0 0 12 76 17 95 171 11:00 0 0 98 96 23:00 0 0 9 11 11:15 0 0 124 110 23:15 0 0 9 9 11:30 0 0 121 117 23:30 0 0 7 7 11:45 0 0 0 0 132 475 101 424 899 23:45 0 0 0 0 13 38 6 32 69 Total Vol.1912 5319 7231 7283 4301 11584 GPS Coordinates: NB SB Combined 9195 9620 18814 Split %26.4% 73.6%38.4%62.9%37.1%61.6% Peak Hour 11:45 07:00 07:15 16:00 14:30 17:00 Volume 525 1443 1590 1290 727 1790 P.H.F.0.99 0.81 0.84 0.96 0.78 0.97 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-024Project# Cannon Rd. btwn. Hilltop St. & College Blvd. Wednesday, September 16, 2015 Thursday, September 17, 2015 Cannon RoadBetween Hilltop Street and College BoulevardWednesday, September 16, 2015End Time 16-Sep1:00 AM 652:00 AM 413:00 AM 284:00 AM 545:00 AM 1536:00 AM 3637:00 AM 8948:00 AM 1,6089:00 AM 1,25410:00 AM 99011:00 AM 78812:00 PM 9631:00 PM 9492:00 PM 1,1193:00 PM 1,4144:00 PM 1,7895:00 PM 1,8426:00 PM 1,9297:00 PM 1,2048:00 PM 8379:00 PM 50310:00 PM 29211:00 PM 16712:00 AM56Total 1930205001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot Cannon RoadBetween Hilltop Street and College BoulevardThursday, September 17, 2015End Time 17-Sep1:00 AM 682:00 AM 303:00 AM 274:00 AM 555:00 AM 1596:00 AM 4047:00 AM 9688:00 AM 1,5459:00 AM 1,29610:00 AM 1,04911:00 AM 82512:00 PM 8341:00 PM 9392:00 PM 1,0933:00 PM 1,2354:00 PM 1,4795:00 PM 1,7086:00 PM 1,6517:00 PM 1,2188:00 PM 7169:00 PM 42910:00 PM 34211:00 PM 17412:00 AM82Total 1832602004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 18 18 12:00 200 202 00:15 21 20 12:15 197 211 00:30 7 5 12:30 186 216 00:45 8 54 4 47 101 12:45 191 774 215 844 1618 01:00 9 13 13:00 217 217 01:15 7 2 13:15 193 178 01:30 9 2 13:30 228 215 01:45 9 34 4 21 55 13:45 218 856 206 816 1672 02:00 4 7 14:00 176 194 02:15 2 4 14:15 215 164 02:30 11 9 14:30 240 189 02:45 8 25 6 26 51 14:45 275 906 197 744 1650 03:00 7 5 15:00 255 176 03:15 3 13 15:15 274 197 03:30 6 10 15:30 250 234 03:45 7 23 15 43 66 15:45 318 1097 198 805 1902 04:00 4 11 16:00 287 214 04:15 6 24 16:15 329 230 04:30 14 46 16:30 346 246 04:45 13 37 59 140 177 16:45 387 1349 221 911 2260 05:00 17 54 17:00 353 223 05:15 28 49 17:15 390 214 05:30 31 132 17:30 379 226 05:45 37 113 132 367 480 17:45 361 1483 217 880 2363 06:00 60 148 18:00 304 190 06:15 63 175 18:15 283 196 06:30 114 248 18:30 238 184 06:45 79 316 359 930 1246 18:45 200 1025 180 750 1775 07:00 119 281 19:00 168 125 07:15 110 310 19:15 174 153 07:30 158 418 19:30 164 136 07:45 184 571 372 1381 1952 19:45 159 665 117 531 1196 08:00 166 346 20:00 140 126 08:15 159 267 20:15 155 105 08:30 193 284 20:30 104 101 08:45 177 695 272 1169 1864 20:45 111 510 103 435 945 09:00 158 213 21:00 102 84 09:15 138 202 21:15 95 91 09:30 170 200 21:30 76 64 09:45 140 606 196 811 1417 21:45 65 338 74 313 651 10:00 146 178 22:00 68 54 10:15 162 155 22:15 51 47 10:30 166 188 22:30 57 45 10:45 152 626 177 698 1324 22:45 50 226 45 191 417 11:00 145 149 23:00 48 31 11:15 160 169 23:15 42 15 11:30 203 206 23:30 39 13 11:45 181 689 209 733 1422 23:45 25 154 19 78 232 Total Vol.3789 6366 10155 9383 7298 16681 GPS Coordinates: NB SB EB WB Combined 13172 13664 26836 Split %37.3%62.7%37.8%56.2%43.8%62.2% Peak Hour 11:30 07:15 07:30 16:45 16:15 16:45 Volume 781 1446 2070 1509 920 2393 P.H.F.0.96 0.86 0.90 0.97 0.93 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 College Blvd. btwn. North City Limits & Tamarack Ave. PM Project#Tuesday, July 21, 2015 AM Daily Totals 15-1194-025 DAY 1 33.174927, -117.292145 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 30 18 12:00 194 201 00:15 25 14 12:15 199 205 00:30 12 6 12:30 190 192 00:45 12 79 10 48 127 12:45 209 792 223 821 1613 01:00 14 8 13:00 218 193 01:15 7 7 13:15 195 202 01:30 8 5 13:30 188 234 01:45 7 36 8 28 64 13:45 196 797 202 831 1628 02:00 4 2 14:00 190 213 02:15 7 2 14:15 203 191 02:30 6 7 14:30 219 184 02:45 9 26 10 21 47 14:45 276 888 183 771 1659 03:00 1 6 15:00 281 207 03:15 3 8 15:15 264 221 03:30 5 15 15:30 337 173 03:45 6 15 23 52 67 15:45 323 1205 201 802 2007 04:00 8 10 16:00 312 192 04:15 8 20 16:15 334 196 04:30 15 59 16:30 320 209 04:45 14 45 71 160 205 16:45 343 1309 222 819 2128 05:00 29 34 17:00 333 207 05:15 22 53 17:15 387 234 05:30 34 113 17:30 357 217 05:45 43 128 153 353 481 17:45 373 1450 178 836 2286 06:00 61 132 18:00 303 209 06:15 53 193 18:15 314 194 06:30 101 288 18:30 237 152 06:45 101 316 343 956 1272 18:45 202 1056 164 719 1775 07:00 95 289 19:00 183 149 07:15 126 332 19:15 169 166 07:30 158 376 19:30 154 138 07:45 167 546 341 1338 1884 19:45 173 679 129 582 1261 08:00 157 331 20:00 142 120 08:15 169 257 20:15 162 120 08:30 148 254 20:30 121 83 08:45 172 646 292 1134 1780 20:45 97 522 86 409 931 09:00 150 206 21:00 85 90 09:15 160 220 21:15 84 76 09:30 146 174 21:30 83 89 09:45 148 604 230 830 1434 21:45 75 327 72 327 654 10:00 142 183 22:00 72 58 10:15 145 186 22:15 48 46 10:30 166 217 22:30 60 56 10:45 157 610 176 762 1372 22:45 54 234 50 210 444 11:00 169 180 23:00 54 41 11:15 153 178 23:15 35 24 11:30 197 214 23:30 25 27 11:45 169 688 197 769 1457 23:45 26 140 15 107 247 Total Vol.3739 6451 10190 9399 7234 16633 GPS Coordinates: NB SB EB WB Combined 13138 13685 26823 Split %36.7%63.3%38.0%56.5%43.5%62.0% Peak Hour 11:30 07:15 07:15 17:00 16:45 16:45 Volume 759 1380 1988 1450 880 2300 P.H.F.0.95 0.92 0.93 0.94 0.94 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.174927, -117.292145 AM PM Project# College Blvd. btwn. North City Limits & Tamarack Ave. Wednesday, July 22, 2015 15-1194-025 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 24 18 0 0 12:00 197 202 0 0 00:15 23 17 0 0 12:15 198 208 0 0 00:30 10 6 0 0 12:30 188 204 0 0 00:45 10 67 7 48 0 0 0 0 114 12:45 200 783 219 833 0 0 0 0 1616 01:00 12 11 0 0 13:00 218 205 0 0 01:15 7 5 0 0 13:15 194 190 0 0 01:30 9 4 0 0 13:30 208 225 0 0 01:45 8 35 6 25 0 0 0 0 60 13:45 207 827 204 824 0 0 0 0 1650 02:00 4 5 0 0 14:00 183 204 0 0 02:15 5 3 0 0 14:15 209 178 0 0 02:30 9 8 0 0 14:30 230 187 0 0 02:45 9 26 8 24 0 0 0 0 49 14:45 276 897 190 758 0 0 0 0 1655 03:00 4 6 0 0 15:00 268 192 0 0 03:15 3 11 0 0 15:15 269 209 0 0 03:30 6 13 0 0 15:30 294 204 0 0 03:45 7 19 19 48 0 0 0 0 67 15:45 321 1151 200 804 0 0 0 0 1955 04:00 6 11 0 0 16:00 300 203 0 0 04:15 7 22 0 0 16:15 332 213 0 0 04:30 15 53 0 0 16:30 333 228 0 0 04:45 14 41 65 150 0 0 0 0 191 16:45 365 1329 222 865 0 0 0 0 2194 05:00 23 44 0 0 17:00 343 215 0 0 05:15 25 51 0 0 17:15 389 224 0 0 05:30 33 123 0 0 17:30 368 222 0 0 05:45 40 121 143 360 0 0 0 0 481 17:45 367 1467 198 858 0 0 0 0 2325 06:00 61 140 0 0 18:00 304 200 0 0 06:15 58 184 0 0 18:15 299 195 0 0 06:30 108 268 0 0 18:30 238 168 0 0 06:45 90 316 351 943 0 0 0 0 1259 18:45 201 1041 172 735 0 0 0 0 1775 07:00 107 285 0 0 19:00 176 137 0 0 07:15 118 321 0 0 19:15 172 160 0 0 07:30 158 397 0 0 19:30 159 137 0 0 07:45 176 559 357 1360 0 0 0 0 1918 19:45 166 672 123 557 0 0 0 0 1229 08:00 162 339 0 0 20:00 141 123 0 0 08:15 164 262 0 0 20:15 159 113 0 0 08:30 171 269 0 0 20:30 113 92 0 0 08:45 175 671 282 1152 0 0 0 0 1822 20:45 104 516 95 422 0 0 0 0 938 09:00 154 210 0 0 21:00 94 87 0 0 09:15 149 211 0 0 21:15 90 84 0 0 09:30 158 187 0 0 21:30 80 77 0 0 09:45 144 605 213 821 0 0 0 0 1426 21:45 70 333 73 320 0 0 0 0 653 10:00 144 181 0 0 22:00 70 56 0 0 10:15 154 171 0 0 22:15 50 47 0 0 10:30 166 203 0 0 22:30 59 51 0 0 10:45 155 618 177 730 0 0 0 0 1348 22:45 52 230 48 201 0 0 0 0 431 11:00 157 165 0 0 23:00 51 36 0 0 11:15 157 174 0 0 23:15 39 20 0 0 11:30 200 210 0 0 23:30 32 20 0 0 11:45 175 689 203 751 0 0 0 0 1440 23:45 26 147 17 93 0 0 0 0 240 Total Vol.3764 6409 10173 9391 7266 16657 GPS Coordinates: NB SB Combined 13155 13675 26830 Split %37.0%63.0%37.9%56.4%43.6%62.1% Peak Hour 11:30 07:15 07:15 17:00 16:30 16:45 Volume 770 1413 2026 1467 888 2347 P.H.F.0.96 0.89 0.91 0.94 0.98 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-025Project# College Blvd. btwn. North City Limits & Tamarack Ave. Tuesday, July 21, 2015 Wednesday, July 22, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.174927, -117.292145 College BoulevardBetween North City Limits and Tamarack Avenue (N)Tuesday, July 21, 2015End Time 21-Jul1:00 AM 1012:00 AM 553:00 AM 514:00 AM 665:00 AM 1776:00 AM 4807:00 AM 1,2468:00 AM 1,9529:00 AM 1,86410:00 AM 1,41711:00 AM 1,32412:00 PM 1,4221:00 PM 1,6182:00 PM 1,6723:00 PM 1,6504:00 PM 1,9025:00 PM 2,2606:00 PM 2,3637:00 PM 1,7758:00 PM 1,1969:00 PM 94510:00 PM 65111:00 PM 41712:00 AM232Total 2683605001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot College BoulevardBetween North City Limits and Tamarack Avenue (N)Wednesday, July 22, 2015End Time 22-Jul1:00 AM 1272:00 AM 643:00 AM 474:00 AM 675:00 AM 2056:00 AM 4817:00 AM 1,2728:00 AM 1,8849:00 AM 1,78010:00 AM 1,43411:00 AM 1,37212:00 PM 1,4571:00 PM 1,6132:00 PM 1,6283:00 PM 1,6594:00 PM 2,0075:00 PM 2,1286:00 PM 2,2867:00 PM 1,7758:00 PM 1,2619:00 PM 93110:00 PM 65411:00 PM 44412:00 AM247Total 2682305001,0001,5002,0002,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 5 14 12:00 91 202 00:15 3 5 12:15 133 190 00:30 3 8 12:30 121 143 00:45 3 14 6 33 47 12:45 169 514 132 667 1181 01:00 3 2 13:00 157 122 01:15 0 2 13:15 142 112 01:30 2 0 13:30 122 125 01:45 0 5 1 5 10 13:45 123 544 100 459 1003 02:00 0 1 14:00 112 128 02:15 0 2 14:15 92 107 02:30 0 5 14:30 91 130 02:45 4 4 1 9 13 14:45 76 371 111 476 847 03:00 3 2 15:00 89 149 03:15 1 1 15:15 68 137 03:30 4 4 15:30 85 167 03:45 4 12 6 13 25 15:45 66 308 121 574 882 04:00 6 4 16:00 89 187 04:15 5 3 16:15 87 169 04:30 15 9 16:30 101 212 04:45 24 50 12 28 78 16:45 70 347 216 784 1131 05:00 13 16 17:00 91 323 05:15 19 18 17:15 100 266 05:30 37 27 17:30 90 244 05:45 60 129 37 98 227 17:45 62 343 185 1018 1361 06:00 66 35 18:00 62 170 06:15 82 56 18:15 77 126 06:30 86 38 18:30 56 115 06:45 171 405 59 188 593 18:45 38 233 100 511 744 07:00 134 55 19:00 46 95 07:15 165 81 19:15 46 83 07:30 262 90 19:30 39 75 07:45 292 853 100 326 1179 19:45 23 154 55 308 462 08:00 283 79 20:00 39 44 08:15 266 82 20:15 38 38 08:30 301 93 20:30 31 53 08:45 253 1103 97 351 1454 20:45 41 149 31 166 315 09:00 235 98 21:00 30 21 09:15 181 80 21:15 28 26 09:30 143 87 21:30 17 25 09:45 146 705 96 361 1066 21:45 27 102 18 90 192 10:00 106 88 22:00 18 19 10:15 111 82 22:15 18 12 10:30 100 77 22:30 16 4 10:45 79 396 85 332 728 22:45 18 70 16 51 121 11:00 71 93 23:00 13 10 11:15 84 118 23:15 11 7 11:30 119 150 23:30 8 13 11:45 117 391 164 525 916 23:45 9 41 7 37 78 Total Vol.4067 2269 6336 3176 5141 8317 GPS Coordinates: NB SB EB WB Combined 7243 7410 14653 Split %64.2%35.8%43.2%38.2%61.8%56.8% Peak Hour 07:45 11:30 07:45 12:45 16:45 16:45 Volume 1142 706 1496 590 1049 1400 P.H.F.0.95 0.87 0.95 0.87 0.81 0.85 PM Project#Tuesday, July 28, 2015 AM Daily Totals 15-1194-026 DAY 1 32.128697, -117.296561 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 College Blvd. btwn. Aston Ave. & Palomar Airport Rd. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 4 10 12:00 101 175 00:15 8 11 12:15 110 153 00:30 1 8 12:30 126 136 00:45 2 15 2 31 46 12:45 165 502 145 609 1111 01:00 4 6 13:00 155 140 01:15 9 3 13:15 149 125 01:30 0 4 13:30 137 114 01:45 4 17 2 15 32 13:45 119 560 103 482 1042 02:00 1 9 14:00 104 124 02:15 1 4 14:15 94 113 02:30 1 5 14:30 88 118 02:45 4 7 4 22 29 14:45 71 357 97 452 809 03:00 3 2 15:00 74 147 03:15 5 3 15:15 87 136 03:30 4 3 15:30 70 163 03:45 6 18 0 8 26 15:45 91 322 138 584 906 04:00 4 13 16:00 73 215 04:15 6 5 16:15 96 172 04:30 11 8 16:30 97 227 04:45 31 52 11 37 89 16:45 96 362 203 817 1179 05:00 16 26 17:00 113 325 05:15 19 19 17:15 90 251 05:30 42 24 17:30 78 245 05:45 75 152 39 108 260 17:45 77 358 187 1008 1366 06:00 64 36 18:00 59 170 06:15 63 31 18:15 66 112 06:30 85 79 18:30 52 126 06:45 180 392 62 208 600 18:45 57 234 109 517 751 07:00 137 48 19:00 43 101 07:15 160 88 19:15 32 60 07:30 257 103 19:30 32 59 07:45 281 835 98 337 1172 19:45 46 153 57 277 430 08:00 299 83 20:00 43 54 08:15 259 86 20:15 35 56 08:30 280 80 20:30 31 49 08:45 265 1103 83 332 1435 20:45 58 167 43 202 369 09:00 256 71 21:00 35 43 09:15 176 87 21:15 23 37 09:30 148 97 21:30 38 24 09:45 149 729 73 328 1057 21:45 25 121 37 141 262 10:00 89 65 22:00 27 17 10:15 104 87 22:15 23 13 10:30 89 81 22:30 10 17 10:45 110 392 91 324 716 22:45 10 70 5 52 122 11:00 81 115 23:00 8 18 11:15 84 148 23:15 12 9 11:30 87 165 23:30 16 11 11:45 123 375 173 601 976 23:45 3 39 8 46 85 Total Vol.4087 2351 6438 3245 5187 8432 GPS Coordinates: NB SB EB WB Combined 7332 7538 14870 Split %63.5%36.5%43.3%38.5%61.5%56.7% Peak Hour 07:45 11:30 07:30 12:45 16:45 16:30 Volume 1119 666 1466 606 1024 1402 P.H.F.0.94 0.95 0.96 0.92 0.79 0.80 32.128697, -117.296561 AM PM Project# College Blvd. btwn. Aston Ave. & Palomar Airport Rd. Wednesday, July 29, 2015 15-1194-026 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 12 0 0 12:00 96 189 0 0 00:15 6 8 0 0 12:15 122 172 0 0 00:30 2 8 0 0 12:30 124 140 0 0 00:45 3 15 4 32 0 0 0 0 47 12:45 167 508 139 638 0 0 0 0 1146 01:00 4 4 0 0 13:00 156 131 0 0 01:15 5 3 0 0 13:15 146 119 0 0 01:30 1 2 0 0 13:30 130 120 0 0 01:45 2 11 2 10 0 0 0 0 21 13:45 121 552 102 471 0 0 0 0 1023 02:00 1 5 0 0 14:00 108 126 0 0 02:15 1 3 0 0 14:15 93 110 0 0 02:30 1 5 0 0 14:30 90 124 0 0 02:45 4 6 3 16 0 0 0 0 21 14:45 74 364 104 464 0 0 0 0 828 03:00 3 2 0 0 15:00 82 148 0 0 03:15 3 2 0 0 15:15 78 137 0 0 03:30 4 4 0 0 15:30 78 165 0 0 03:45 5 15 3 11 0 0 0 0 26 15:45 79 315 130 579 0 0 0 0 894 04:00 5 9 0 0 16:00 81 201 0 0 04:15 6 4 0 0 16:15 92 171 0 0 04:30 13 9 0 0 16:30 99 220 0 0 04:45 28 51 12 33 0 0 0 0 84 16:45 83 355 210 801 0 0 0 0 1155 05:00 15 21 0 0 17:00 102 324 0 0 05:15 19 19 0 0 17:15 95 259 0 0 05:30 40 26 0 0 17:30 84 245 0 0 05:45 68 141 38 103 0 0 0 0 244 17:45 70 351 186 1013 0 0 0 0 1364 06:00 65 36 0 0 18:00 61 170 0 0 06:15 73 44 0 0 18:15 72 119 0 0 06:30 86 59 0 0 18:30 54 121 0 0 06:45 176 399 61 198 0 0 0 0 597 18:45 48 234 105 514 0 0 0 0 748 07:00 136 52 0 0 19:00 45 98 0 0 07:15 163 85 0 0 19:15 39 72 0 0 07:30 260 97 0 0 19:30 36 67 0 0 07:45 287 844 99 332 0 0 0 0 1176 19:45 35 154 56 293 0 0 0 0 446 08:00 291 81 0 0 20:00 41 49 0 0 08:15 263 84 0 0 20:15 37 47 0 0 08:30 291 87 0 0 20:30 31 51 0 0 08:45 259 1103 90 342 0 0 0 0 1445 20:45 50 158 37 184 0 0 0 0 342 09:00 246 85 0 0 21:00 33 32 0 0 09:15 179 84 0 0 21:15 26 32 0 0 09:30 146 92 0 0 21:30 28 25 0 0 09:45 148 717 85 345 0 0 0 0 1062 21:45 26 112 28 116 0 0 0 0 227 10:00 98 77 0 0 22:00 23 18 0 0 10:15 108 85 0 0 22:15 21 13 0 0 10:30 95 79 0 0 22:30 13 11 0 0 10:45 95 394 88 328 0 0 0 0 722 22:45 14 70 11 52 0 0 0 0 122 11:00 76 104 0 0 23:00 11 14 0 0 11:15 84 133 0 0 23:15 12 8 0 0 11:30 103 158 0 0 23:30 12 12 0 0 11:45 120 383 169 563 0 0 0 0 946 23:45 6 40 8 42 0 0 0 0 82 Total Vol.4077 2310 6387 3211 5164 8375 GPS Coordinates: NB SB Combined 7288 7474 14762 Split %63.8%36.2%43.3%38.3%61.7%56.7% Peak Hour 07:45 11:30 07:45 12:45 16:45 16:45 Volume 1131 686 1481 598 1037 1401 P.H.F.0.97 0.91 0.96 0.90 0.80 0.82 Daily Totals 2-DAY AVERAGE 32.128697, -117.296561 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-026Project# College Blvd. btwn. Aston Ave. & Palomar Airport Rd. Tuesday, July 28, 2015 Wednesday, July 29, 2015 College BoulevardBetween Aston Avenue and Palomar Airport RoadTuesday, July 28, 2015End Time 28-Jul1:00 AM 472:00 AM 103:00 AM 134:00 AM 255:00 AM 786:00 AM 2277:00 AM 5938:00 AM 1,1799:00 AM 1,45410:00 AM 1,06611:00 AM 72812:00 PM 9161:00 PM 1,1812:00 PM 1,0033:00 PM 8474:00 PM 8825:00 PM 1,1316:00 PM 1,3617:00 PM 7448:00 PM 4629:00 PM 31510:00 PM 19211:00 PM 12112:00 AM78Total 1465302004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot College BoulevardBetween Aston Avenue and Palomar Airport RoadWednesday, July 29, 2015End Time 29-Jul1:00 AM 462:00 AM 323:00 AM 294:00 AM 265:00 AM 896:00 AM 2607:00 AM 6008:00 AM 1,1729:00 AM 1,43510:00 AM 1,05711:00 AM 71612:00 PM 9761:00 PM 1,1112:00 PM 1,0423:00 PM 8094:00 PM 9065:00 PM 1,1796:00 PM 1,3667:00 PM 7518:00 PM 4309:00 PM 36910:00 PM 26211:00 PM 12212:00 AM85Total 1487002004006008001,0001,2001,4001,600Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 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 10 9 12:00 71 67 00:15 8 8 12:15 81 88 00:30 8 8 12:30 90 81 00:45 3 29 7 32 61 12:45 72 314 70 306 620 01:00 6 4 13:00 71 69 01:15 5 2 13:15 90 75 01:30 5 3 13:30 84 73 01:45 3 19 1 10 29 13:45 83 328 77 294 622 02:00 5 1 14:00 82 73 02:15 1 7 14:15 93 63 02:30 1 3 14:30 71 77 02:45 1 8 2 13 21 14:45 102 348 85 298 646 03:00 1 3 15:00 85 67 03:15 0 4 15:15 118 73 03:30 1 7 15:30 98 67 03:45 0 2 2 16 18 15:45 95 396 79 286 682 04:00 2 4 16:00 109 93 04:15 3 8 16:15 111 85 04:30 5 11 16:30 129 90 04:45 1 11 14 37 48 16:45 144 493 105 373 866 05:00 12 14 17:00 150 88 05:15 8 14 17:15 142 109 05:30 11 29 17:30 128 95 05:45 15 46 47 104 150 17:45 110 530 100 392 922 06:00 13 39 18:00 104 58 06:15 17 42 18:15 115 73 06:30 25 70 18:30 102 69 06:45 34 89 66 217 306 18:45 99 420 60 260 680 07:00 46 104 19:00 97 62 07:15 35 87 19:15 83 50 07:30 60 106 19:30 90 37 07:45 59 200 104 401 601 19:45 72 342 43 192 534 08:00 70 112 20:00 60 44 08:15 90 120 20:15 65 42 08:30 71 126 20:30 69 41 08:45 72 303 97 455 758 20:45 49 243 41 168 411 09:00 55 88 21:00 60 41 09:15 53 115 21:15 54 26 09:30 67 94 21:30 43 37 09:45 56 231 82 379 610 21:45 43 200 23 127 327 10:00 64 74 22:00 42 13 10:15 50 82 22:15 30 24 10:30 59 85 22:30 29 17 10:45 66 239 74 315 554 22:45 24 125 13 67 192 11:00 54 66 23:00 17 19 11:15 64 71 23:15 13 6 11:30 80 74 23:30 17 5 11:45 90 288 91 302 590 23:45 15 62 3 33 95 Total Vol.1465 2281 3746 3801 2796 6597 GPS Coordinates: NB SB EB WB Combined 5266 5077 10343 Split %39.1% 60.9%36.2%57.6%42.4%63.8% Peak Hour 11:45 07:45 08:00 16:30 16:45 16:45 Volume 332 462 758 565 397 961 P.H.F.0.92 0.92 0.90 0.94 0.91 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Alga Rd. btwn. Corintia St. & El Fuerte St. PM Project#Tuesday, August 04, 2015 AM Daily Totals 15-1194-027 DAY 1 33.108529, -117.243054 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 10 12:00 76 76 00:15 12 6 12:15 82 70 00:30 7 5 12:30 80 87 00:45 3 34 5 26 60 12:45 89 327 81 314 641 01:00 7 0 13:00 88 75 01:15 5 1 13:15 95 94 01:30 4 1 13:30 93 91 01:45 4 20 4 6 26 13:45 87 363 71 331 694 02:00 1 3 14:00 93 81 02:15 3 5 14:15 85 76 02:30 2 0 14:30 95 86 02:45 1 7 2 10 17 14:45 105 378 75 318 696 03:00 0 0 15:00 84 87 03:15 0 3 15:15 95 88 03:30 0 4 15:30 109 71 03:45 0 0 2 9 9 15:45 106 394 71 317 711 04:00 2 4 16:00 90 87 04:15 3 6 16:15 128 97 04:30 4 10 16:30 135 82 04:45 2 11 16 36 47 16:45 148 501 101 367 868 05:00 8 14 17:00 130 95 05:15 7 13 17:15 165 99 05:30 10 18 17:30 136 89 05:45 14 39 51 96 135 17:45 126 557 82 365 922 06:00 14 52 18:00 130 90 06:15 28 64 18:15 115 67 06:30 24 68 18:30 111 75 06:45 31 97 88 272 369 18:45 95 451 58 290 741 07:00 49 94 19:00 101 57 07:15 41 107 19:15 89 49 07:30 62 101 19:30 90 48 07:45 60 212 129 431 643 19:45 72 352 46 200 552 08:00 88 114 20:00 77 45 08:15 67 100 20:15 72 43 08:30 79 96 20:30 54 37 08:45 70 304 88 398 702 20:45 57 260 44 169 429 09:00 59 83 21:00 74 42 09:15 79 117 21:15 41 35 09:30 61 96 21:30 51 23 09:45 71 270 77 373 643 21:45 51 217 30 130 347 10:00 67 106 22:00 36 20 10:15 61 75 22:15 28 24 10:30 51 89 22:30 24 10 10:45 76 255 89 359 614 22:45 21 109 13 67 176 11:00 68 86 23:00 19 7 11:15 62 72 23:15 12 13 11:30 59 89 23:30 14 7 11:45 74 263 89 336 599 23:45 13 58 7 34 92 Total Vol.1512 2352 3864 3967 2902 6869 GPS Coordinates: NB SB EB WB Combined 5479 5254 10733 Split %39.1% 60.9%36.0%57.8%42.2%64.0% Peak Hour 11:45 07:15 07:45 16:45 16:45 16:45 Volume 312 451 733 579 384 963 P.H.F.0.95 0.87 0.91 0.88 0.95 0.91 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.108529, -117.243054 AM PM Project# Alga Rd. btwn. Corintia St. & El Fuerte St. Wednesday, August 05, 2015 15-1194-027 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 11 10 12:00 0 0 74 72 00:15 0 0 10 7 12:15 0 0 82 79 00:30 0 0 8 7 12:30 0 0 85 84 00:45 0 0 0 0 3 32 6 29 61 12:45 0 0 0 0 81 321 76 310 631 01:00 0 0 7 2 13:00 0 0 80 72 01:15 0 0 5 2 13:15 0 0 93 85 01:30 0 0 5 2 13:30 0 0 89 82 01:45 0 0 0 0 4 20 3 8 28 13:45 0 0 0 0 85 346 74 313 658 02:00 0 0 3 2 14:00 0 0 88 77 02:15 0 0 2 6 14:15 0 0 89 70 02:30 0 0 2 2 14:30 0 0 83 82 02:45 0 0 0 0 1 8 2 12 19 14:45 0 0 0 0 104 363 80 308 671 03:00 0 0 1 2 15:00 0 0 85 77 03:15 0 0 0 4 15:15 0 0 107 81 03:30 0 0 1 6 15:30 0 0 104 69 03:45 0 0 0 0 0 1 2 13 14 15:45 0 0 0 0 101 395 75 302 697 04:00 0 0 2 4 16:00 0 0 100 90 04:15 0 0 3 7 16:15 0 0 120 91 04:30 0 0 5 11 16:30 0 0 132 86 04:45 0 0 0 0 2 11 15 37 48 16:45 0 0 0 0 146 497 103 370 867 05:00 0 0 10 14 17:00 0 0 140 92 05:15 0 0 8 14 17:15 0 0 154 104 05:30 0 0 11 24 17:30 0 0 132 92 05:45 0 0 0 0 15 43 49 100 143 17:45 0 0 0 0 118 544 91 379 922 06:00 0 0 14 46 18:00 0 0 117 74 06:15 0 0 23 53 18:15 0 0 115 70 06:30 0 0 25 69 18:30 0 0 107 72 06:45 0 0 0 0 33 93 77 245 338 18:45 0 0 0 0 97 436 59 275 711 07:00 0 0 48 99 19:00 0 0 99 60 07:15 0 0 38 97 19:15 0 0 86 50 07:30 0 0 61 104 19:30 0 0 90 43 07:45 0 0 0 0 60 206 117 416 622 19:45 0 0 0 0 72 347 45 196 543 08:00 0 0 79 113 20:00 0 0 69 45 08:15 0 0 79 110 20:15 0 0 69 43 08:30 0 0 75 111 20:30 0 0 62 39 08:45 0 0 0 0 71 304 93 427 730 20:45 0 0 0 0 53 252 43 169 420 09:00 0 0 57 86 21:00 0 0 67 42 09:15 0 0 66 116 21:15 0 0 48 31 09:30 0 0 64 95 21:30 0 0 47 30 09:45 0 0 0 0 64 251 80 376 627 21:45 0 0 0 0 47 209 27 129 337 10:00 0 0 66 90 22:00 0 0 39 17 10:15 0 0 56 79 22:15 0 0 29 24 10:30 0 0 55 87 22:30 0 0 27 14 10:45 0 0 0 0 71 247 82 337 584 22:45 0 0 0 0 23 117 13 67 184 11:00 0 0 61 76 23:00 0 0 18 13 11:15 0 0 63 72 23:15 0 0 13 10 11:30 0 0 70 82 23:30 0 0 16 6 11:45 0 0 0 0 82 276 90 319 595 23:45 0 0 0 0 14 60 5 34 94 Total Vol.1489 2317 3805 3884 2849 6733 GPS Coordinates: NB SB Combined 5373 5166 10538 Split %39.1% 60.9%36.1%57.7%42.3%63.9% Peak Hour 11:45 07:45 07:45 16:30 16:45 16:45 Volume 322 451 743 572 391 962 P.H.F.0.95 0.97 0.97 0.93 0.94 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 15-1194-027Project# Alga Rd. btwn. Corintia St. & El Fuerte St. Tuesday, August 04, 2015 Wednesday, August 05, 2015 AM PM Daily Totals 2-DAY AVERAGE 33.108529, -117.243054 Alga RoadBetween Corinthia Street and El Fuerte StreetTuesday, August 4, 2015End Time 4-Aug1:00 AM 612:00 AM 293:00 AM 214:00 AM 185:00 AM 486:00 AM 1507:00 AM 3068:00 AM 6019:00 AM 75810:00 AM 61011:00 AM 55412:00 PM 5901:00 PM 6202:00 PM 6223:00 PM 6464:00 PM 6825:00 PM 8666:00 PM 9227:00 PM 6808:00 PM 5349:00 PM 41110:00 PM 32711:00 PM 19212:00 AM95Total 1034301002003004005006007008009001,000Total Volume (Both Directions)24-Hour Volume Plot Alga RoadBetween Corinthia Street and El Fuerte StreetWednesday, August 5, 2015End Time 5-Aug1:00 AM 602:00 AM 263:00 AM 174:00 AM 95:00 AM 476:00 AM 1357:00 AM 3698:00 AM 6439:00 AM 70210:00 AM 64311:00 AM 61412:00 PM 5991:00 PM 6412:00 PM 6943:00 PM 6964:00 PM 7115:00 PM 8686:00 PM 9227:00 PM 7418:00 PM 5529:00 PM 42910:00 PM 34711:00 PM 17612:00 AM92Total 1073301002003004005006007008009001,000Total Volume (Both Directions)24-Hour Volume Plot APPENDIX B INTERSECTION SUMMARY INTERSECTION TURN MOVEMENT COUNTS Forty-nine (49) signalized intersections were identified by the City of Carlsbad to be studied under the City’s Growth Management Plan Traffic Monitoring Program. Table B-1 summarizes the list of identified intersections and provides the dates that each turning movement count was collected. The traffic counts were collected for the AM and PM peak traffic periods during the months of July, August and September 2015. The AM peak period is between 6:30 AM and 9:30 AM, and the PM peak period is between 3:30 PM and 6:30 PM. All turning movements were collected at every approach of the intersection, including U-turning vehicles where U-turns are allowed. In addition to the vehicular turning movement counts, pedestrian counts were also collected at each intersection. Bicycles were counted as vehicles for the counts. The AM and PM peak period traffic count data was divided into 15-minute intervals, and the highest consecutive 15-minute intervals were identified as the AM and PM peak hours. The peak hour intersection volumes were used in the Intersection Capacity Utilization (ICU) analysis that was conducted for each intersection. Field observations were also taken during the collection of the peak period data to identify any unusual occurrences such as road construction or traffic accidents, and to identify areas of congestion during the peak periods that may not be reflected in the ICU analysis. Appendix B includes the following information for the 2015 Traffic Monitoring Program Report: · AM and PM peak period traffic count data (data divided into 15-minute intervals) · AM and PM peak hour ICU analysis worksheets 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. 7/14 2 El Camino Real & Marron Dr. Tues. 7/14 3 El Camino Real & Carlsbad Village Dr. Tues. 7/21 4 El Camino Real & Tamarack Ave. Thurs. 9/17 5 El Camino Real & Cannon Rd. Thurs. 9/17 6 El Camino Real & College Blvd. Thurs. 7/23 7 El Camino Real & Faraday Ave. Thurs. 7/23 8 El Camino Real & Palomar Airport Rd. Wed. 7/29 9 El Camino Real & Cassia Rd. Wed. 8/5 10 El Camino Real & Poinsettia Ln. Wed. 8/5 11 El Camino Real & Alga Rd. Wed. 8/5 12 El Camino Real & La Costa Ave. Wed. 8/5 13 El Camino Real & Calle Barcelona Wed. 9/16 14 Avenida Encinas & Palomar Airport Rd. Tues. 7/28 15 Paseo Del Norte & Palomar Airport Rd. Tues. 7/28 16 Armada Dr. & Palomar Airport Rd. Wed. 7/29 17 College Blvd. & Palomar Airport Rd. Wed. 7/29 18 Yarrow Dr. & Palomar Airport Rd. Wed. 7/29 19 Loker Ave. & Palomar Airport Rd. Thurs. 7/30 20 El Fuerte & Palomar Airport Road Thurs. 7/30 21 Melrose Dr. & Palomar Airport Rd. Thurs. 7/30 22 Carlsbad Blvd. & Carlsbad Village Dr. Thurs. 7/16 23 Carlsbad Blvd & Tamarack Avenue Tues. 7/21 24 Carlsbad Blvd. & Cannon Rd. Wed. 7/22 25 Carlsbad Blvd. & Poinsettia Ln. Tues. 8/4 26 Carlsbad Blvd. & Avenida Encinas Tues. 8/4 27 Rancho Santa Fe Rd. & La Costa Ave. Wed. 9/16 28 Rancho Santa Fe Rd. & Calle Barcelona Wed. 9/16 29 Olivenhain Rd. & Rancho Santa Fe Rd. Wed. 9/16 30 State St. & Carlsbad Village Dr. Thurs. 7/16 31 Harding St. & Carlsbad Village Dr. Thurs. 7/16 32 Aviara Pkwy. & Poinsettia Ln. Tues. 9/29 33 Paseo Del Norte & Poinsettia Ln. Tues. 8/4 34 Avenida Encinas & Poinsettia Ln. Tues. 8/4 35 Melrose Dr. & Alga Rd. Wed. 9/16 36 Jefferson St. & Marron Rd. Tues. 7/14 37 Monroe St. & Marron Rd. Tues. 7/14 38 Paseo Del Norte & Cannon Rd. Wed. 7/22 39 Faraday Ave. & Cannon Rd. Thurs. 7/23 40 College Blvd. & Carlsbad Village Dr. Tues. 7/21 41 College Blvd. & Faraday Ave. Thurs. 7/23 42 I-5 SB Ramps & Carlsbad Village Dr. Thurs. 7/16 43 I-5 NB Ramps & Carlsbad Village Dr. Thurs. 7/16 44 I-5 SB Ramps & Tamarack Ave. Thurs. 9/17 45 I-5 NB Ramps & Tamarack Ave. Thurs. 9/17 46 I-5 SB Ramps & Cannon Rd. Wed. 7/22 47 I-5 NB Ramps & Cannon Rd. Wed. 7/22 48 I-5 SB Ramps & Palomar Airport Rd. Tues. 7/28 49 I-5 NB Ramps & Palomar Airport Rd. Tues. 7/28 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 1 Intersection Location: El Camino Real & Plaza Drive Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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 14 665 41 143 1234 30 42 3 19 26 7 53 Adjusted Hourly Volume 14 706 0 143 1264 0 45 0 19 33 0 53 Utilization Factor 0.00 0.12 0.00 0.04 0.21 0.00 0.01 0.00 0.01 0.02 0.00 0.03 Critical Factors 0.00 0.21 0.01 0.03 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day : Tuesday 2239 Total Name : FDS 1407 832 Subtotals 29 Sub - 30 1234 143 Sub - Totals totals totals Totals W E e 80 a s 144 0 42 53 s t 64 3 7 86 t 19 26 0 185 A North A p 99 p p p r r 14 665 41 Plaza Drive 1 Subtotals 1266 720 Total 1986 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/15 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) 5:30 PM to 6:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 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 16 1327 23 384 902 72 367 21 52 46 8 177 Adjusted Hourly Volume 16 1350 0 384 974 0 388 0 52 54 0 177 Utilization Factor 0.00 0.23 0.00 0.11 0.16 0.00 0.11 0.00 0.03 0.03 0.00 0.10 Critical Factors 0.23 0.11 0.11 0.10 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day : Tuesday 3198 Total Name : FDS 1358 1840 Subtotals 48 Sub - 72 902 384 Sub - Totals totals totals Totals W E e 447 a s 887 0 367 177 s t 440 21 8 231 t 52 46 0 369 A North A p 138 p p p r r 16 1327 23 Plaza Drive 0 Subtotals 970 1366 Total 2336 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/15 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:2302301.50.510.50.51 6:30 AM 212262928013714818481 6:45 AM 1926342799101 6110 5454 7:00 AM 61132322936201 7101 9500 7:15 AM 815143533636177211571 7:30 AM 314310343341111044110565 7:45 AM 61631136331710178114595 8:00 AM 4182833276410025216542 8:15 AM 11771240293811269313575 8:30 AM 4151124027751114669526 8:45 AM 9170565240920253213543 9:00 AM 6148849257620152518525 9:15 AM 817119542201022595417544 Volumes 58 1783 103 481 3416 91 158 16 66 78 28 143 6421 Approach %2.98 91.72 5.30 12.06 85.66 2.28 65.83 6.67 27.50 31.33 11.24 57.43 App/Depart 1944 / 2084 3988 / 3560 240 / 600 249 / 177 Peak Volumes 14 665 41 143 1234 30 42 3 19 26 7 53 2277 Approach %1.94 92.36 5.69 10.16 87.70 2.13 65.63 4.69 29.69 30.23 8.14 61.63 Pk Hr FACTOR:0.9567 AM Pk Hr at: PM 3:30 PM 7 297 17 103 263 28 70 6 6 14 2 29 842 3:45 PM 16 346 11 90 244 21 68 4 8 13 5 33 859 4:00 PM 11 283 15 81 258 19 65 5 13 11 3 30 794 4:15 PM 8 284 10 97 236 20 77 4 10 10 2 54 812 4:30 PM 10 223 4 93 212 28 71 5 7 14 5 41 713 4:45 PM 524161032562480798142782 5:00 PM 4 273 3 88 241 21 90 7 9 11 4 45 796 5:15 PM 4 211 2 116 244 14 81 6 14 14 1 50 757 5:30 PM 4 321 4 112 258 19 99 6 14 19 2 54 912 5:45 PM 2 352 3 106 214 13 92 3 13 9 3 41 851 6:00 PM 2 335 7 95 208 20 89 9 12 7 2 43 829 6:15 PM 8 319 9 71 222 20 87 3 13 11 1 39 803 Volumes 81 3485 91 1155 2856 247 969 65 128 141 31 501 9750 Approach %2.21 95.30 2.49 27.13 67.07 5.80 83.39 5.59 11.02 20.95 4.61 74.44 App/Depart 3657 / 4955 4258 / 3125 1162 / 1311 673 / 359 Peak Volumes 16 1327 23 384 902 72 367 21 52 46 8 177 3395 Approach %1.17 97.14 1.68 28.28 66.42 5.30 83.41 4.77 11.82 19.91 3.46 76.62 Pk Hr FACTOR:0.9306 PM Pk Hr at: El Camino Real 07/14/2015 Carlsbad Plaza Dr. TUESDAY 15-1194-001 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.93 0.84 0.86 730 0.96 0.87 0.92 0.77 530 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 2 Intersection Location: El Camino Real & Marron Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 1 1 1 1 1 Capacity 3600 6000 0 3600 6000 0 1800 2000 1800 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 43 602 36 75 1315 83 53 24 54 88 34 113 Adjusted Hourly Volume 43 638 0 75 1398 0 53 24 54 88 34 113 Utilization Factor 0.01 0.11 0.00 0.02 0.23 0.00 0.03 0.01 0.03 0.05 0.02 0.06 Critical Factors 0.01 0.23 0.03 0.06 ICU Ratio = 0.43 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 2255 Total Name : FDS 1473 782 Subtotals 8 Sub - 83 1315 75 Sub - Totals totals totals Totals W E e 170 a s 301 0 53 113 s t 131 24 34 235 t 54 88 0 391 A North A p 156 p p p r r 43 602 36 Marron Road 0 Subtotals 1412 681 Total 2093 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/15 8:15 AM 7:15 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) 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 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 1 1 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 231 1134 61 219 726 149 230 119 52 123 123 150 Adjusted Hourly Volume 231 1195 0 219 875 0 230 171 0 123 123 150 Utilization Factor 0.06 0.20 0.00 0.06 0.15 0.00 0.13 0.04 0.00 0.07 0.06 0.08 Critical Factors 0.20 0.06 0.13 0.08 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 2583 Total Name : FDS 1094 1489 Subtotals 14 Sub - 149 726 219 Sub - Totals totals totals Totals W E e 505 a s 906 0 230 150 s t 401 119 123 396 t 52 123 0 713 A North A p 317 p p p r r 231 1134 61 Marron Road 3 Subtotals 1006 1426 Total 2432 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/15 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:230230120120 6:30 AM 2 90 9 13 219 13 1 3 11 10 3 33 407 6:45 AM 4 88 7 16 325 14 7 2 16 11 3 16 509 7:00 AM 13 84 6 11 273 14 8 4 15 15 8 28 479 7:15 AM 12 137 9 12 317 16 11 4 14 16 9 37 594 7:30 AM 711961336791361327928617 7:45 AM 16 173 11 29 358 31 15 8 12 24 9 25 711 8:00 AM 8 173 10 21 273 27 14 6 15 21 7 23 598 8:15 AM 7 150 20 24 240 19 10 9 19 29 11 36 574 8:30 AM 14 145 7 26 199 24 8 5 11 30 9 34 512 8:45 AM 15 138 14 26 200 30 14 16 13 21 13 27 527 9:00 AM 13 155 6 27 193 21 7 14 14 22 13 34 519 9:15 AM 19 167 16 52 146 30 23 20 21 15 18 27 554 Volumes 130 1619 121 279 3110 248 131 97 174 241 112 348 6610 Approach %6.95 86.58 6.47 7.67 85.51 6.82 32.59 24.13 43.28 34.38 15.98 49.64 App/Depart 1870 / 2098 3637 / 3525 402 / 497 701 / 490 Peak Volumes 43 602 36 75 1315 83 53 24 54 88 34 113 2520 Approach %6.31 88.40 5.29 5.09 89.27 5.63 40.46 18.32 41.22 37.45 14.47 48.09 Pk Hr FACTOR:0.8861 AM Pk Hr at: PM 3:30 PM 42 254 16 56 165 41 56 23 9 33 32 28 755 3:45 PM 61 351 15 49 177 47 55 28 16 36 30 40 905 4:00 PM 58 250 10 54 200 29 70 33 13 21 21 48 807 4:15 PM 70 279 20 60 184 32 49 35 14 33 40 34 850 4:30 PM 50 188 19 40 149 40 48 29 37 35 41 31 707 4:45 PM 32 111 5 35 214 36 65 40 30 30 42 19 659 5:00 PM 49 158 10 59 178 31 58 96 39 24 63 27 792 5:15 PM 60 133 5 44 165 26 48 50 35 33 45 21 665 5:30 PM 48 170 5 48 221 34 34 30 18 41 42 27 718 5:45 PM 67 225 5 55 189 46 44 43 32 40 26 40 812 6:00 PM 50 222 2 52 165 38 68 35 34 48 32 59 805 6:15 PM 53 243 13 66 150 30 77 43 22 36 25 49 807 Volumes 640 2584 125 618 2157 430 672 485 299 410 439 423 9282 Approach %19.11 77.16 3.73 19.28 67.30 13.42 46.15 33.31 20.54 32.23 34.51 33.25 App/Depart 3349 / 3679 3205 / 2866 1456 / 1228 1272 / 1509 Peak Volumes 231 1134 61 219 726 149 230 119 52 123 123 150 3317 Approach %16.20 79.52 4.28 20.02 66.36 13.62 57.36 29.68 12.97 31.06 31.06 37.88 Pk Hr FACTOR:0.9163 PM Pk Hr at: 0.83 0.97 0.86 0.93 330 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.85 0.88 0.94 0.92 715 El Camino Real 07/14/2015 Carlsbad Marron Rd. TUESDAY 15-1194-002 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 3 Intersection Location: El Camino Real & Carlsbad Village Drive Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 1 1 1 2 0 Capacity 1800 6000 0 1800 6000 0 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 35 347 9 91 1349 105 80 46 80 74 182 122 Adjusted Hourly Volume 35 356 0 91 1454 0 80 46 80 74 304 0 Utilization Factor 0.02 0.06 0.00 0.05 0.24 0.00 0.04 0.02 0.04 0.04 0.08 0.00 Critical Factors 0.02 0.24 0.04 0.08 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Tuesday 2129 Total Name : FDS 1545 584 Subtotals 35 Sub - 105 1349 91 Sub - Totals totals totals Totals W E e 322 a s 528 0 80 122 s t 206 46 182 378 t 80 74 0 489 A North A p 111 p p p r r 35 347 9 Carlsbad Village Drive 0 Subtotals 1503 391 Total 1894 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/15 8:15 AM 7:15 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 133 1137 66 170 656 149 176 237 50 47 222 146 Adjusted Hourly Volume 133 1203 0 170 805 0 176 287 0 47 368 0 Utilization Factor 0.07 0.20 0.00 0.09 0.13 0.00 0.10 0.07 0.00 0.03 0.09 0.00 Critical Factors 0.20 0.09 0.10 0.09 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Tuesday 2445 Total Name : FDS 975 1470 Subtotals 11 Sub - 149 656 170 Sub - Totals totals totals Totals W E e 502 a s 965 0 176 146 s t 463 237 222 415 t 50 47 1 878 ANorthA p 463 p p p r r 133 1137 66 Carlsbad Village Drive 2 Subtotals 754 1336 Total 2090 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/15 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:130130120120 6:30 AM 3 61 0 4 226 16 12 8 3 12 40 17 402 6:45 AM 5 54 0 13 280 19 15 8 11 10 45 21 481 7:00 AM 6 63 2 6 239 12 16 11 16 14 39 25 449 7:15 AM 5 77 2 13 350 23 16 11 13 19 33 36 598 7:30 AM 14 77 2 22 365 22 23 9 21 12 55 20 642 7:45 AM 10 98 5 34 362 26 19 12 24 19 39 34 682 8:00 AM 6 95 0 22 272 34 22 14 22 24 55 32 598 8:15 AM 9 95 2 23 244 21 24 15 22 19 60 32 566 8:30 AM 15 145 5 32 216 21 27 16 21 15 43 25 581 8:45 AM 21 112 3 21 231 38 34 30 20 18 74 41 643 9:00 AM 11 109 6 31 162 24 27 34 10 7 33 29 483 9:15 AM 15 114 3 26 142 33 20 19 15 17 41 43 488 Volumes 120 1100 30 247 3089 289 255 187 198 186 557 355 6613 Approach %9.60 88.00 2.40 6.81 85.21 7.97 39.84 29.22 30.94 16.94 50.73 32.33 App/Depart 1250 / 1710 3625 / 3473 640 / 464 1098 / 966 Peak Volumes 35 347 9 91 1349 105 80 46 80 74 182 122 2520 Approach %8.95 88.75 2.30 5.89 87.31 6.80 38.83 22.33 38.83 19.58 48.15 32.28 Pk Hr FACTOR:0.9238 AM Pk Hr at: PM 3:30 PM 18 243 17 35 156 25 56 26 17 10 46 32 681 3:45 PM 23 270 13 40 164 30 30 43 18 6 37 20 694 4:00 PM 20 275 8 28 176 44 22 43 14 12 27 27 696 4:15 PM 21 299 13 49 148 46 17 58 10 9 48 30 748 4:30 PM 26 308 22 40 168 41 45 66 14 13 54 36 833 4:45 PM 38 292 16 44 160 30 44 47 21 10 54 40 796 5:00 PM 28 250 12 33 159 33 32 64 4 9 60 39 723 5:15 PM 41 287 16 53 169 45 55 60 11 15 54 31 837 5:30 PM 29 263 19 53 123 50 41 68 9 5 39 24 723 5:45 PM 39 250 21 34 133 46 40 55 9 8 45 28 708 6:00 PM 13 187 15 41 125 41 28 70 10 8 44 20 602 6:15 PM 261839 449428264510 3 4521534 Volumes 322 3107 181 494 1775 459 436 645 147 108 553 348 8575 Approach %8.92 86.07 5.01 18.11 65.07 16.83 35.50 52.52 11.97 10.70 54.81 34.49 App/Depart 3610 / 3891 2728 / 2030 1228 / 1320 1009 / 1334 Peak Volumes 133 1137 66 170 656 149 176 237 50 47 222 146 3189 Approach %9.96 85.10 4.94 17.44 67.28 15.28 38.01 51.19 10.80 11.33 53.49 35.18 Pk Hr FACTOR:0.9525 PM Pk Hr at: El Camino Real 07/21/2015 Carlsbad Carlsbad Village Dr. TUESDAY 15-1194-003 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.87 0.92 0.89 0.85 715 0.94 0.91 0.92 0.96 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 4 Intersection Location: El Camino Real & Tamarack Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 21111 urations 3 1 1 1 1 1 1 41 5 6 Outside 7 Free-flow Lane Settings 121120111120 Capacity 1800 4000 1800 1800 4000 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 45 424 53 12 1068 29 49 57 191 277 133 12 Adjusted Hourly Volume 45 424 53 12 1097 0 49 57 191 277 145 0 Utilization Factor 0.03 0.11 0.03 0.01 0.27 0.00 0.03 0.03 0.11 0.15 0.04 0.00 Critical Factors 0.03 0.27 0.11 0.15 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Thursday 1557 Total Name : FDS 1109 448 Subtotals 0 Sub - 29 1068 12 Sub - Totals totals totals Totals W E e 211 a s 508 0 49 12 s t 297 57 133 422 t 191 277 0 809 A North A p 387 p p p r r 45 424 53 Tamarack Avenue 0 Subtotals 1304 522 Total 1826 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/17/15 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 12112011112 0 Capacity 1800 4000 1800 1800 4000 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 164 1354 187 36 594 71 29 134 68 114 99 24 Adjusted Hourly Volume 164 1354 187 36 665 0 29 202 0 114 123 0 Utilization Factor 0.09 0.34 0.10 0.02 0.17 0.00 0.02 0.10 0.00 0.06 0.03 0.00 Critical Factors 0.34 0.02 0.10 0.06 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Thursday 2113 Total Name : FDS 701 1412 Subtotals 2 Sub - 71 594 36 Sub - Totals totals totals Totals W E e 199 a s 430 0 29 24 s t 231 134 99 237 t 68 114 0 674 A North A p 437 p p p r r 164 1354 187 Tamarack Avenue 0 Subtotals 826 1705 Total 2531 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/17/15 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:130121111120 6:30 AM 2 29 4 1 199 2 1 2 19 21 19 2 301 6:45 AM 3 42 2 0 245 3 4 5 20 28 22 2 376 7:00 AM 2 41 3 2 296 6 1 4 25 58 20 3 461 7:15 AM 5 54 8 2 301 2 5 7 24 66 24 6 504 7:30 AM 8 50 12 4 322 5 2 10 32 59 41 2 547 7:45 AM 5 87 11 2 325 8 9 11 41 50 42 5 596 8:00 AM 16 104 10 5 258 4 16 13 45 75 29 2 577 8:15 AM 13 111 14 2 244 7 13 19 53 87 30 3 596 8:30 AM 11 122 18 3 241 10 11 14 52 65 32 2 581 8:45 AM 10 103 19 2 214 11 7 21 41 60 28 5 521 9:00 AM 14 98 20 5 150 9 4 20 28 45 24 1 418 9:15 AM 16 99 14 2 163 9 5 19 21 41 21 4 414 Volumes 105 940 135 30 2958 76 78 145 401 655 332 37 5892 Approach %8.90 79.66 11.44 0.98 96.54 2.48 12.50 23.24 64.26 63.96 32.42 3.61 App/Depart 1180 / 1055 3064 / 4014 624 / 310 1024 / 513 Peak Volumes 45 424 53 12 1068 29 49 57 191 277 133 12 2350 Approach %8.62 81.23 10.15 1.08 96.30 2.61 16.50 19.19 64.31 65.64 31.52 2.84 Pk Hr FACTOR:0.9857 AM Pk Hr at: PM 3:30 PM 29 252 29 6 133 8 9 19 19 33 16 9 562 3:45 PM 33 244 30 2 131 10 9 21 16 24 19 9 548 4:00 PM 30 285 41 5 141 11 16 28 11 25 22 6 621 4:15 PM 32 325 45 4 128 13 11 32 10 28 20 9 657 4:30 PM 41 341 50 9 154 16 10 30 14 41 21 5 732 4:45 PM 42 344 54 10 147 14 7 33 18 24 25 8 726 5:00 PM 26 325 41 8 141 21 4 29 16 20 24 4 659 5:15 PM 55 344 42 9 152 20 8 42 20 29 29 7 757 5:30 PM 50 296 45 6 139 18 5 41 21 24 30 11 686 5:45 PM 41 258 50 9 133 14 9 20 14 25 25 7 605 6:00 PM 28 236 59 5 128 13 16 22 16 20 24 5 572 6:15 PM 21 214 60 9 122 19 13 29 13 22 21 8 551 Volumes 428 3464 546 82 1649 177 117 346 188 315 276 88 7676 Approach %9.64 78.05 12.30 4.30 86.43 9.28 17.97 53.15 28.88 46.39 40.65 12.96 App/Depart 4438 / 3669 1908 / 2152 651 / 974 679 / 881 Peak Volumes 164 1354 187 36 594 71 29 134 68 114 99 24 2874 Approach %9.62 79.41 10.97 5.14 84.74 10.13 12.55 58.01 29.44 48.10 41.77 10.13 Pk Hr FACTOR:0.9491 PM Pk Hr at: El Camino Real 09/17/2015 Carlsbad Tamarack Ave. THURSDAY 15-1194-004 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.86 0.83 0.87 0.88 745 0.97 0.97 0.83 0.88 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 5 Intersection Location: El Camino Real & Cannon Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data El Camino 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) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 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 68 403 118 14 1503 194 54 53 90 916 364 24 Adjusted Hourly Volume 68 403 118 14 1503 167 54 53 90 916 388 0 Utilization Factor 0.04 0.10 0.07 0.01 0.25 0.09 0.02 0.03 0.05 0.25 0.10 0.00 Critical Factors 0.04 0.25 0.05 0.25 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day : Thursday 2150 Total Name : FDS 1711 439 Subtotals 2 Sub - 194 1503 14 Sub - Totals totals totals Totals W E e 614 a s 811 0 54 24 s t 197 53 364 1304 t 90 916 0 2393 A North A p 1089 p p p r r 68 403 118 Cannon Road 2 Subtotals 1659 589 Total 2248 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/17/15 8:45 AM 7:45 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 49 1499 704 27 557 134 244 564 77 276 113 33 Adjusted Hourly Volume 49 1499 704 27 557 0 244 641 0 276 146 0 Utilization Factor 0.03 0.37 0.39 0.02 0.09 0.00 0.07 0.16 0.00 0.08 0.04 0.00 Critical Factors 0.39 0.02 0.16 0.08 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day : Thursday 2274 Total Name : FDS 718 1556 Subtotals 3 Sub - 134 557 27 Sub - Totals totals totals Totals W E e 491 a s 1376 0 244 33 s t 885 564 113 422 t 77 276 0 1969 A North A p 1547 p p p r r 49 1499 704 Cannon Road 0 Subtotals 683 2252 Total 2935 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/17/15 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:121131220220 6:30 AM 4 41 28 1 256 42 2 4 5 129 89 2 603 6:45 AM 2 54 24 1 285 41 6 7 2 136 103 4 665 7:00 AM 8 60 21 1 299 54 3 11 6 166 101 4 734 7:15 AM 10 66 19 2 311 58 2 8 9 185 111 2 783 7:30 AM 8 85 20 5 344 54 8 14 16 225 104 5 888 7:45 AM 16 106 25 2 341 60 11 10 20 214 106 3 914 8:00 AM 16 82 24 5 422 66 10 11 21 263 87 6 1013 8:15 AM 22 87 41 2 412 26 14 13 25 225 85 9 961 8:30 AM 14 128 28 5 328 42 19 19 24 214 86 6 913 8:45 AM 18 122 24 7 285 41 20 14 29 152 96 5 813 9:00 AM 13 122 44 5 244 24 14 20 30 155 99 8 778 9:15 AM 18 128 40 6 189 28 16 29 25 122 60 5 666 Volumes 149 1081 338 42 3716 536 125 160 212 2186 1127 59 9731 Approach %9.50 68.94 21.56 0.98 86.54 12.48 25.15 32.19 42.66 64.83 33.42 1.75 App/Depart 1568 / 1265 4294 / 6114 497 / 540 3372 / 1812 Peak Volumes 68 403 118 14 1503 194 54 53 90 916 364 24 3801 Approach %11.54 68.42 20.03 0.82 87.84 11.34 27.41 26.90 45.69 70.25 27.91 1.84 Pk Hr FACTOR:0.9381 AM Pk Hr at: PM 3:30 PM 19 255 133 8 133 20 28 96 28 66 54 3 843 3:45 PM 14 344 130 4 163 29 24 85 21 60 41 3 918 4:00 PM 11 314 125 5 166 24 41 87 14 59 42 6 894 4:15 PM 10 263 128 6 154 25 45 104 19 50 29 5 838 4:30 PM 14 258 196 2 147 32 40 120 16 75 30 4 934 4:45 PM 16 325 199 3 141 30 75 122 22 87 32 7 1059 5:00 PM 13 422 187 8 152 33 50 141 20 60 28 11 1125 5:15 PM 9 411 152 10 133 29 59 147 21 66 24 9 1070 5:30 PM 11 341 166 6 131 42 60 154 14 63 29 6 1023 5:45 PM 11 311 164 10 128 41 65 125 19 50 41 9 974 6:00 PM 14 241 147 5 154 24 58 131 13 55 42 5 889 6:15 PM 8 228 155 8 122 28 54 133 19 54 29 8 846 Volumes 150 3713 1882 75 1724 357 599 1445 226 745 421 76 11413 Approach %2.61 64.63 32.76 3.48 79.96 16.56 26.39 63.66 9.96 59.98 33.90 6.12 App/Depart 5745 / 4388 2156 / 2695 2270 / 3402 1242 / 928 Peak Volumes 49 1499 704 27 557 134 244 564 77 276 113 33 4277 Approach %2.18 66.56 31.26 3.76 77.58 18.66 27.57 63.73 8.70 65.40 26.78 7.82 Pk Hr FACTOR:0.9504 PM Pk Hr at: El Camino Real 09/17/2015 Carlsbad Cannon Rd. THURSDAY 15-1194-005 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.87 0.87 0.79 0.92 745 0.91 0.93 0.97 0.84 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 6 Intersection Location: El Camino Real & College Boulevard Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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 127 487 16 14 1939 557 93 9 7 35 26 35 Adjusted Hourly Volume 127 487 16 14 1939 0 93 9 0 35 26 35 Utilization Factor 0.07 0.08 0.01 0.01 0.32 0.00 0.03 0.00 0.00 0.01 0.01 0.02 Critical Factors 0.07 0.32 0.03 0.02 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Thursday 3043 Total Name : FDS 2510 533 Subtotals 3 Sub - 557 1939 14 Sub - Totals totals totals Totals W E e 728 a s 837 0 93 35 s t 109 9 26 96 t 7350159 A North A p 63 p p p r r 127 487 16 College Boulevard 52 Subtotals 2021 630 Total 2651 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/15 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) 4:30 PM to 5:30 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 13113122021 1 Capacity 1800 6000 1800 1800 6000 1800 3600 4000 0 3600 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 31 1778 37 33 1043 124 615 22 15 14 16 35 Adjusted Hourly Volume 31 1778 37 33 1043 0 615 37 0 14 16 35 Utilization Factor 0.02 0.30 0.02 0.02 0.17 0.00 0.17 0.01 0.00 0.00 0.01 0.02 Critical Factors 0.30 0.02 0.17 0.02 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Thursday 3046 Total Name : FDS 1200 1846 Subtotals 1 Sub - 124 1043 33 Sub - Totals totals totals Totals W E e 766 a s 1418 1 615 35 s t 652 22 16 65 t 15 14 0 139 A North A p 74 p p p r r 31 1778 37 College Boulevard 12 Subtotals 1077 1846 Total 2923 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/15 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:220220131131 6:30 AM 71035452197117641397 6:45 AM 1141782539516016622673 7:00 AM 10104240341929731537 7:15 AM 1032572345610128832702 7:30 AM 1803378454812229901833 7:45 AM 25 3 4 11 7 11 3 569 177 23 134 4 971 8:00 AM 292083114433134391237793 8:15 AM 21 4 0 13 9 5 3 389 124 36 140 4 748 8:30 AM 24 3 3 10 2 14 6 363 118 41 144 8 736 8:45 AM 27 4 1 11 6 10 11 452 114 32 195 12 875 9:00 AM 321018776366883019212759 9:15 AM 1949881012291662916212630 Volumes 233 39 24 91 71 88 62 4822 1367 329 1462 66 8654 Approach %78.72 13.18 8.11 36.40 28.40 35.20 0.99 77.14 21.87 17.72 78.73 3.55 App/Depart 296 / 167 250 / 1767 6251 / 4937 1857 / 1783 Peak Volumes 93 9 7 35 26 35 14 1939 557 127 487 16 3345 Approach %85.32 8.26 6.42 36.46 27.08 36.46 0.56 77.25 22.19 20.16 77.30 2.54 Pk Hr FACTOR:0.8612 AM Pk Hr at: PM 3:30 PM 102 1 4 12 5 14 5 284 52 8 373 7 867 3:45 PM 112454171431847113228853 4:00 PM 16896938122643483759905 4:15 PM 12893429726230638311854 4:30 PM 146341110112623484328920 4:45 PM 13696757229434745110968 5:00 PM 205325391120528537211859 5:15 PM 128731799282281152381016 5:30 PM 1289345187217381345114907 5:45 PM 113 11 3 7 4 14 13 168 30 8 323 18 712 6:00 PM 75822210819224726315608 6:15 PM 83841012715224723120549 Volumes 1524 81 45 57 38 127 106 2900 403 99 4499 139 10018 Approach %92.36 4.91 2.73 25.68 17.12 57.21 3.11 85.07 11.82 2.09 94.98 2.93 App/Depart 1650 / 326 222 / 540 3409 / 3002 4737 / 6150 Peak Volumes 615 22 15 14 16 35 33 1043 124 31 1778 37 3763 Approach %94.33 3.37 2.30 21.54 24.62 53.85 2.75 86.92 10.33 1.68 96.32 2.00 Pk Hr FACTOR:0.9259 PM Pk Hr at: 0.78 0.86 0.91 0.85 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.85 0.83 0.84 0.88 730 College Blvd. 07/23/2015 Carlsbad El Camino Real THURSDAY 15-1194-006 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 7 Intersection Location: El Camino Real & Faraday Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 1 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 1800 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 552 589 63 359 1348 188 28 105 69 97 594 80 Adjusted Hourly Volume 552 652 0 359 1348 188 28 105 69 97 594 80 Utilization Factor 0.15 0.11 0.00 0.10 0.22 0.10 0.02 0.03 0.04 0.05 0.15 0.04 Critical Factors 0.15 0.22 0.02 0.15 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Thursday 2891 Total Name : FDS 1895 996 Subtotals 32 Sub - 188 1348 359 Sub - Totals totals totals Totals W E e 818 a s 1020 0 28 80 s t 202 105 594 771 t 69 97 0 1068 A North A p 297 p p p r r 552 589 63 Faraday Avenue 8 Subtotals 1961 1204 Total 3165 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/15 9:00 AM 8:00 AM El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 1 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 1800 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 153 1353 113 216 830 23 96 706 681 136 152 261 Adjusted Hourly Volume 153 1466 0 216 830 23 96 706 681 136 152 261 Utilization Factor 0.04 0.24 0.00 0.06 0.14 0.01 0.05 0.18 0.38 0.08 0.04 0.15 Critical Factors 0.24 0.06 0.38 0.08 ICU Ratio = 0.86 LOS = D Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Thursday 2893 Total Name : FDS 1069 1824 Subtotals 6 Sub - 23 830 216 Sub - Totals totals totals Totals W E e 303 a s 1786 0 96 261 s t 1483 706 152 549 t 681 136 0 1510 A North A p 961 p p p r r 153 1353 113 Faraday Avenue 32 Subtotals 1632 1619 Total 3251 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/15 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:230231121121 6:30 AM 60921678172928354319507 6:45 AM 688117831821109385618536 7:00 AM 99 84 19 73 238 23 0 20 11 5 128 11 711 7:15 AM 106 93 16 102 344 34 2 17 17 17 130 14 892 7:30 AM 134 125 21 82 358 36 3 13 22 19 140 12 965 7:45 AM 113 98 14 114 341 30 7 40 18 18 180 19 992 8:00 AM 115 123 12 82 355 50 7 27 14 19 149 7 960 8:15 AM 128 152 24 112 297 65 9 25 18 20 169 21 1040 8:30 AM 161 165 15 69 360 44 8 24 20 22 138 26 1052 8:45 AM 148 149 12 96 336 29 4 29 17 36 138 26 1020 9:00 AM 109 141 15 47 195 26 3 29 20 13 116 36 750 9:15 AM 87 161 17 62 250 22 5 38 32 26 50 27 777 Volumes 1328 1464 198 1000 3428 379 50 279 195 208 1437 236 10202 Approach %44.41 48.96 6.62 20.80 71.31 7.88 9.54 53.24 37.21 11.06 76.40 12.55 App/Depart 2990 / 1750 4807 / 3831 524 / 1477 1881 / 3144 Peak Volumes 552 589 63 359 1348 188 28 105 69 97 594 80 4072 Approach %45.85 48.92 5.23 18.94 71.13 9.92 13.86 51.98 34.16 12.58 77.04 10.38 Pk Hr FACTOR:0.9677 AM Pk Hr at: PM 3:30 PM 73 291 51 40 224 11 10 78 114 42 46 49 1029 3:45 PM 47 294 16 43 158 9 10 47 121 33 41 42 861 4:00 PM 28 221 7 21 171 6 16 89 140 12 21 37 769 4:15 PM 44 349 14 28 159 7 14 68 111 27 43 50 914 4:30 PM 37 285 13 27 175 6 25 133 163 19 38 58 979 4:45 PM 41 321 22 51 228 13 16 127 154 37 37 73 1120 5:00 PM 48 364 14 54 167 5 25 235 205 48 58 89 1312 5:15 PM 42 389 15 74 245 3 23 169 132 36 28 40 1196 5:30 PM 22 279 62 37 190 2 32 175 190 15 29 59 1092 5:45 PM 41 317 11 42 181 3 13 86 129 30 32 53 938 6:00 PM 16 272 2 54 178 2 25 58 99 21 20 27 774 6:15 PM 17 257 8 25 144 3 10 59 62 12 18 22 637 Volumes 456 3639 235 496 2220 70 219 1324 1620 332 411 599 11621 Approach %10.53 84.04 5.43 17.80 79.68 2.51 6.92 41.86 51.22 24.74 30.63 44.63 App/Depart 4330 / 4457 2786 / 4172 3163 / 2055 1342 / 937 Peak Volumes 153 1353 113 216 830 23 96 706 681 136 152 261 4720 Approach %9.45 83.57 6.98 20.21 77.64 2.15 6.47 47.61 45.92 24.77 27.69 47.54 Pk Hr FACTOR:0.8994 PM Pk Hr at: 0.91 0.83 0.80 0.70 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.88 0.97 0.97 0.92 800 El Camino Real 07/23/2015 Carlsbad Faraday Ave. THURSDAY 15-1194-007 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 8 Intersection Location: El Camino Real & Palomar Airport Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 Outside 7 1 1 Free-flow Lane Settings 2 3 2 2 3 1 2 3 1 2 3 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 143 573 353 421 987 372 209 792 165 519 1323 587 Adjusted Hourly Volume 143 573 94 421 987 268 209 792 165 519 1323 587 Utilization Factor 0.04 0.10 0.03 0.12 0.16 0.15 0.06 0.13 0.09 0.14 0.22 0.16 Critical Factors 0.10 0.12 0.06 0.22 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 3359 Total Name : FDS 1780 1579 Subtotals 3 Sub - 372 987 421 Sub - Totals totals totals Totals W E e 1911 a s 3077 1 209 587 s t 1166 792 1323 2429 t 165 519 0 4096 A North A p 1667 p p p r r 143 573 353 Palomar Airport Road 8 Subtotals 1287 1069 Total 2356 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/15 8:30 AM 7:30 AM El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 Outside 7 1 1 Free-flow Lane Settings 2 3 2 2 3 1 2 3 1 2 3 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 187 773 503 606 843 145 227 1425 109 548 961 365 Adjusted Hourly Volume 187 773 229 606 843 32 227 1425 109 548 961 365 Utilization Factor 0.05 0.13 0.06 0.17 0.14 0.02 0.06 0.24 0.06 0.15 0.16 0.10 Critical Factors 0.13 0.17 0.24 0.15 ICU Ratio = 0.79 LOS = C Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 3335 Total Name : FDS 1594 1741 Subtotals 3 Sub - 145 843 606 Sub - Totals totals totals Totals W E e 1343 a s 3104 0 227 365 s t 1761 1425 961 1874 t 109 548 0 4353 A North A p 2479 p p p r r 187 773 503 Palomar Airport Road 10 Subtotals 1129 1463 Total 2592 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/15 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:232231231232 6:30 AM 13 54 16 28 87 41 29 136 16 89 285 99 893 6:45 AM 30 71 49 69 128 43 21 155 14 108 361 101 1150 7:00 AM 21 80 44 68 133 66 24 141 21 107 289 93 1087 7:15 AM 27 90 88 111 143 60 28 176 32 144 301 113 1313 7:30 AM 43 126 82 104 244 87 67 169 39 129 368 129 1587 7:45 AM 37 166 105 100 241 85 59 187 43 128 385 162 1698 8:00 AM 32 141 91 110 239 99 42 185 42 144 304 144 1573 8:15 AM 31 140 75 107 263 101 41 251 41 118 266 152 1586 8:30 AM 31 134 65 87 252 87 31 188 54 131 337 128 1525 8:45 AM 45 122 108 86 255 85 34 177 35 177 273 127 1524 9:00 AM 29 144 77 86 214 77 29 196 30 92 235 117 1326 9:15 AM 40 133 106 100 169 70 28 199 33 140 271 102 1391 Volumes 379 1401 906 1056 2368 901 433 2160 400 1507 3675 1467 16653 Approach %14.11 52.16 33.73 24.42 54.75 20.83 14.47 72.17 13.36 22.67 55.27 22.06 App/Depart 2686 / 3301 4325 / 4275 2993 / 4122 6649 / 4955 Peak Volumes 143 573 353 421 987 372 209 792 165 519 1323 587 6444 Approach %13.38 53.60 33.02 23.65 55.45 20.90 17.92 67.92 14.15 21.37 54.47 24.17 Pk Hr FACTOR:0.9488 AM Pk Hr at: PM 3:30 PM 43 154 104 147 185 25 42 317 28 109 200 78 1432 3:45 PM 45 166 111 154 166 32 45 289 24 100 228 99 1459 4:00 PM 41 163 108 133 187 30 41 358 29 133 241 96 1560 4:15 PM 34 222 89 122 185 33 44 344 33 108 233 85 1532 4:30 PM 34 214 103 141 181 29 59 322 30 105 236 87 1541 4:45 PM 42 166 133 148 199 42 60 341 32 122 258 104 1647 5:00 PM 47 185 131 155 214 41 41 355 28 141 244 101 1683 5:15 PM 55 214 128 167 222 32 66 374 24 154 245 85 1766 5:30 PM 43 208 111 136 208 30 60 355 25 131 214 75 1596 5:45 PM 49 222 122 143 163 33 65 363 24 122 189 87 1582 6:00 PM 42 214 104 108 166 29 54 311 21 106 208 66 1429 6:15 PM 69 154 109 107 154 28 41 289 14 99 177 63 1304 Volumes 544 2282 1353 1661 2230 384 618 4018 312 1430 2673 1026 18531 Approach %13.02 54.61 32.38 38.85 52.16 8.98 12.49 81.20 6.31 27.88 52.12 20.00 App/Depart 4179 / 3926 4275 / 3972 4948 / 7032 5129 / 3601 Peak Volumes 187 773 503 606 843 145 227 1425 109 548 961 365 6692 Approach %12.78 52.84 34.38 38.02 52.89 9.10 12.89 80.92 6.19 29.24 51.28 19.48 Pk Hr FACTOR:0.9473 PM Pk Hr at: 0.92 0.95 0.95 0.96 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.87 0.94 0.88 0.90 730 El Camino Real 07/29/2015 Carlsbad Palomar Airport Rd. WEDNESDAY 15-1194-008 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 9 Intersection Location: El Camino Real & Cassia Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 0 1 0 1 1 0 1 Capacity 1800 4000 1800 1800 6000 0 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 80 1329 12 12 772 125 386 11 108 4 4 8 Adjusted Hourly Volume 80 1329 12 12 897 0 386 0 119 4 0 12 Utilization Factor 0.04 0.33 0.01 0.01 0.15 0.00 0.21 0.00 0.07 0.00 0.00 0.01 Critical Factors 0.33 0.01 0.21 0.01 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Wednesday 2258 Total Name : FDS 909 1349 Subtotals 0 Sub - 125 772 12 Sub - Totals totals totals Totals W E e 515 a s 1020 0 386 8 s t 505 11 4 16 t 108 4 0 43 A North A p 27 p p p r r 80 1329 12 Cassia Road 0 Subtotals 960 1421 Total 2381 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/15 9:00 AM 8:00 AM El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 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 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 0 1 0 1 1 0 1 Capacity 1800 4000 1800 1800 6000 0 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 166 1138 8 10 1617 330 248 4 152 4 8 8 Adjusted Hourly Volume 166 1138 8 10 1947 0 248 0 156 4 0 16 Utilization Factor 0.09 0.28 0.00 0.01 0.32 0.00 0.14 0.00 0.09 0.00 0.00 0.01 Critical Factors 0.09 0.32 0.14 0.01 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Wednesday 3113 Total Name : FDS 1957 1156 Subtotals 0 Sub - 330 1617 10 Sub - Totals totals totals Totals W E e 586 a s 990 0 248 8 s t 404 4 8 20 t 152 4 0 36 A North A p 16 p p p r r 166 1138 8 Cassia Road 0 Subtotals 1935 1312 Total 3247 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/15 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 12 133 2 0 111 17 29 0 17 0 2 3 326 6:45 AM 19 185 5 2 121 21 33 1 21 1 1 3 413 7:00 AM 20 214 2 1 111 25 54 1 25 1 0 2 456 7:15 AM 21 255 3 4 158 32 75 2 24 0 1 5 580 7:30 AM 14 285 2 1 199 30 50 1 21 2 0 1 606 7:45 AM 18 341 5 1 200 29 59 4 18 1 0 4 680 8:00 AM 20 344 2 2 187 20 88 1 20 0 0 1 685 8:15 AM 25 352 4 3 185 22 96 2 25 1 1 2 718 8:30 AM 21 322 1 2 189 42 99 6 33 2 2 3 722 8:45 AM 14 311 5 5 211 41 103 2 30 1 1 2 726 9:00 AM 16 296 2 2 174 21 111 5 32 1 0 5 665 9:15 AM 13 225 3 1 185 28 87 2 25 1 1 2 573 Volumes 213 3263 36 24 2031 328 884 27 291 11 9 33 7150 Approach %6.06 92.91 1.03 1.01 85.23 13.76 73.54 2.25 24.21 20.75 16.98 62.26 App/Depart 3512 / 4180 2383 / 2333 1202 / 87 53 / 550 Peak Volumes 80 1329 12 12 772 125 386 11 108 4 4 8 2851 Approach %5.63 93.53 0.84 1.32 84.93 13.75 76.44 2.18 21.39 25.00 25.00 50.00 Pk Hr FACTOR:0.9817 AM Pk Hr at: PM 3:30 PM 22 228 5 2 298 28 41 1 41 2 1 1 670 3:45 PM 20 241 6 5 299 58 75 1 42 1 2 2 752 4:00 PM 24 258 3 1 300 65 50 2 29 4 0 3 739 4:15 PM 41 236 2 4 352 60 59 1 33 1 1 2 792 4:30 PM 45 241 5 1 344 66 66 1 30 2 2 5 808 4:45 PM 50 244 2 2 374 59 60 2 32 3 3 2 833 5:00 PM 54 258 1 3 411 75 65 1 54 2 2 2 928 5:15 PM 41 322 4 2 455 87 58 0 41 1 1 3 1015 5:30 PM 42 300 1 1 396 80 59 1 28 0 4 2 914 5:45 PM 29 258 2 4 355 88 66 2 29 1 1 1 836 6:00 PM 33 241 1 1 352 89 60 5 33 1 2 4 822 6:15 PM 41 222 1 2 258 75 54 2 30 2 0 1 688 Volumes 442 3049 33 28 4194 830 713 19 422 20 19 28 9797 Approach %12.54 86.52 0.94 0.55 83.02 16.43 61.79 1.65 36.57 29.85 28.36 41.79 App/Depart 3524 / 3790 5052 / 4636 1154 / 80 67 / 1291 Peak Volumes 166 1138 8 10 1617 330 248 4 152 4 8 8 3693 Approach %12.65 86.74 0.61 0.51 82.63 16.86 61.39 0.99 37.62 20.00 40.00 40.00 Pk Hr FACTOR:0.9096 PM Pk Hr at: El Camino Real 08/05/2015 Carlsbad Cassia Rd. WEDNESDAY 15-1194-009 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.88 0.91 0.57 800 0.89 0.90 0.84 0.83 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 10 Intersection Location: El Camino Real & Poinsettia Lane Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 0 2 1 1 Capacity 3600 6000 1800 3600 6000 0 3600 4000 0 3600 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 9 1190 127 44 824 8 12 7 3 339 2 87 Adjusted Hourly Volume 9 1190 127 44 832 0 12 10 0 339 0 89 Utilization Factor 0.00 0.20 0.07 0.01 0.14 0.00 0.00 0.00 0.00 0.09 0.00 0.05 Critical Factors 0.20 0.01 0.00 0.09 ICU Ratio = 0.40 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Wednesday 2198 Total Name : FDS 876 1322 Subtotals 0 Sub - 8 824 44 Sub - Totals totals totals Totals W E e 30 a s 52 1 12 87 s t 22 7 2 428 t 3 339 0 901 A North A p 473 p p p r r 9 1190 127 Poinsettia Lane 9 Subtotals 827 1326 Total 2153 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/14 8:15 AM 7:15 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) 4:30 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 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 0 2 1 1 Capacity 3600 6000 1800 3600 6000 0 3600 4000 0 3600 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 16 1180 307 191 1802 23 10 7 4 372 13 83 Adjusted Hourly Volume 16 1180 307 191 1825 0 10 7 11 372 0 96 Utilization Factor 0.00 0.20 0.17 0.05 0.30 0.00 0.00 0.00 0.00 0.10 0.00 0.05 Critical Factors 0.00 0.30 0.00 0.10 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Wednesday 3470 Total Name : FDS 2016 1454 Subtotals 0 Sub - 23 1802 191 Sub - Totals totals totals Totals W E e 59 a s 80 0 10 83 s t 21 7 13 468 t 4 372 0 1154 A North A p 686 p p p r r 16 1180 307 Poinsettia Lane 13 Subtotals 1809 1503 Total 3312 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/14 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:231230220220 6:30 AM 22111914122120141114428 6:45 AM 32092112143110149116457 7:00 AM 52442711200221064118575 7:15 AM 4281248227141193022666 7:30 AM 2247343249241090121654 7:45 AM 23774116180225184127738 8:00 AM 12852817168320172017594 8:15 AM 3274217196210352037596 8:30 AM 42643513152472199219602 8:45 AM 93414224185303050042699 9:00 AM 52602725184333072216600 9:15 AM 6212188143910030234463 Volumes 46 3205 337 158 2149 33 29 16 9 796 11 283 7072 Approach %1.28 89.33 9.39 6.75 91.84 1.41 53.70 29.63 16.67 73.03 1.01 25.96 App/Depart 3588 / 3517 2340 / 2954 54 / 511 1090 / 90 Peak Volumes 9 1190 127 44 824 8 12 7 3 339 2 87 2652 Approach %0.68 89.74 9.58 5.02 94.06 0.91 54.55 31.82 13.64 79.21 0.47 20.33 Pk Hr FACTOR:0.8984 AM Pk Hr at: PM 3:30 PM 2192371628152003349581 3:45 PM 11975242292600144223660 4:00 PM 22986431370710282623886 4:15 PM 12898978366510165131927 4:30 PM 131089274824042843201026 4:45 PM 32785834361200091223852 5:00 PM 5305817046965211465251120 5:15 PM 7 287 79 60 490 11 5 1 1 51 3 15 1010 5:30 PM 32456427354510157117775 5:45 PM 42516520264711357327703 6:00 PM 22157738294351038212687 6:15 PM 22366231313110039320708 Volumes 33 3103 817 474 4336 62 22 9 12 787 35 245 9935 Approach %0.83 78.50 20.67 9.73 89.00 1.27 51.16 20.93 27.91 73.76 3.28 22.96 App/Depart 3953 / 3370 4872 / 5135 43 / 1300 1067 / 130 Peak Volumes 16 1180 307 191 1802 23 10 7 4 372 13 83 4008 Approach %1.06 78.51 20.43 9.47 89.38 1.14 47.62 33.33 19.05 79.49 2.78 17.74 Pk Hr FACTOR:0.8946 PM Pk Hr at: El Camino Real 08/05/2015 Carlsbad Poinsettia Ln. WEDNESDAY 15-1194-010 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.79 0.86 0.69 0.93 715 0.94 0.90 0.66 0.66 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 11 Intersection Location: El Camino Real & Alga Road/Aviara Parkway Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 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 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 1 2 2 0 Capacity 3600 6000 1800 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 171 1390 141 58 1191 105 94 128 298 679 299 138 Adjusted Hourly Volume 171 1390 141 58 1296 0 94 128 213 679 437 0 Utilization Factor 0.05 0.23 0.08 0.02 0.22 0.00 0.03 0.03 0.12 0.19 0.11 0.00 Critical Factors 0.05 0.22 0.12 0.19 ICU Ratio = 0.68 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 2938 Total Name : FDS 1354 1584 Subtotals 2 Sub - 105 1191 58 Sub - Totals totals totals Totals W E e 498 a s 1018 0 94 138 s t 520 128 299 1116 t 298 679 0 2066 A North A p 950 p p p r r Aviara Parkway 171 1390 141 Alga Road 0 Subtotals 1660 1702 Total 3362 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/15 8:30 AM 7:30 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 1 2 2 0 Capacity 3600 6000 1800 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 338 1312 524 139 1783 146 130 366 360 348 259 97 Adjusted Hourly Volume 338 1312 524 139 1929 0 130 366 191 348 356 0 Utilization Factor 0.09 0.22 0.29 0.04 0.32 0.00 0.04 0.09 0.11 0.10 0.09 0.00 Critical Factors 0.09 0.32 0.11 0.10 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :El Camino Real and Alga Road/ Aviara Parkway Time : to North Approach El Camino Real Date : Day : Wednesday 3608 Total Name : FDS 2068 1540 Subtotals 8 Sub - 146 1783 139 Sub - Totals totals totals Totals W E e 535 a s 1391 0 130 97 s t 856 366 259 704 t 360 348 4 1946 A North A p 1242 p p p r r Aviara Parkway 338 1312 524 Alga Road 0 Subtotals 2485 2174 Total 4659 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/15 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:230230221220 6:30 AM 11 128 13 3 134 15 9 12 16 121 47 15 524 6:45 AM 19 184 10 10 200 14 8 18 37 146 47 16 709 7:00 AM 22 161 28 8 234 16 12 20 38 133 46 24 742 7:15 AM 28 221 24 8 260 6 13 17 37 164 61 25 864 7:30 AM 30 291 21 8 328 23 21 24 58 154 82 32 1072 7:45 AM 57 434 47 16 339 24 22 29 76 199 83 44 1370 8:00 AM 37 322 46 16 252 32 15 31 87 148 63 23 1072 8:15 AM 47 343 27 18 272 26 36 44 77 178 71 39 1178 8:30 AM 45 295 38 17 239 24 21 46 57 122 56 32 992 8:45 AM 77 345 60 11 208 28 30 28 80 159 50 39 1115 9:00 AM 59 294 55 22 181 27 20 38 87 112 57 41 993 9:15 AM 55 253 52 19 196 42 26 35 93 118 67 23 979 Volumes 487 3271 421 156 2843 277 233 342 743 1754 730 353 11610 Approach %11.65 78.27 10.07 4.76 86.78 8.46 17.68 25.95 56.37 61.83 25.73 12.44 App/Depart 4179 / 3857 3276 / 5340 1318 / 919 2837 / 1494 Peak Volumes 171 1390 141 58 1191 105 94 128 298 679 299 138 4692 Approach %10.05 81.67 8.28 4.28 87.96 7.75 18.08 24.62 57.31 60.84 26.79 12.37 Pk Hr FACTOR:0.8562 AM Pk Hr at: PM 3:30 PM 90 275 54 21 285 22 25 63 59 86 50 20 1050 3:45 PM 87 272 43 27 341 27 26 75 69 76 54 21 1118 4:00 PM 77 338 35 29 288 43 21 63 89 90 66 22 1161 4:15 PM 59 326 43 42 278 41 26 75 101 87 63 21 1162 4:30 PM 76 342 76 43 295 41 25 86 78 87 75 18 1242 4:45 PM 66 351 82 34 338 29 25 96 78 78 69 11 1257 5:00 PM 69 341 139 28 425 25 24 76 88 81 67 22 1385 5:15 PM 76 328 122 42 525 32 29 104 88 89 63 21 1519 5:30 PM 94 324 141 33 483 41 28 98 89 89 66 26 1512 5:45 PM 99 319 122 36 350 48 49 88 95 89 63 28 1386 6:00 PM 100 344 132 29 341 41 36 82 89 90 49 19 1352 6:15 PM 99 328 114 30 294 27 26 80 63 76 41 15 1193 Volumes 992 3888 1103 394 4243 417 340 986 986 1018 726 244 15337 Approach %16.58 64.98 18.44 7.80 83.95 8.25 14.71 42.65 42.65 51.21 36.52 12.27 App/Depart 5983 / 4472 5054 / 6247 2312 / 2483 1988 / 2135 Peak Volumes 338 1312 524 139 1783 146 130 366 360 348 259 97 5802 Approach %15.55 60.35 24.10 6.72 86.22 7.06 15.19 42.76 42.06 49.43 36.79 13.78 Pk Hr FACTOR:0.9549 PM Pk Hr at: 0.97 0.86 0.92 0.97 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.79 0.89 0.83 0.86 730 El Camino Real 08/05/2015 Carlsbad Alga Rd/Aviara Pkwy WEDNESDAY 15-1194-011 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 12 Intersection Location: El Camino Real & La Costa Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 2 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 213 769 28 116 1229 681 766 244 171 126 642 167 Adjusted Hourly Volume 213 797 0 116 1229 298 766 244 171 126 642 167 Utilization Factor 0.06 0.13 0.00 0.03 0.20 0.17 0.21 0.06 0.10 0.07 0.16 0.09 Critical Factors 0.06 0.20 0.21 0.16 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 3078 Total Name : FDS 2026 1052 Subtotals 0 Sub - 681 1229 116 Sub - Totals totals totals Totals W E e 2090 a s 3271 0 766 167 s t 1181 244 642 935 t 171 126 0 1333 A North A p 398 p p p r r 213 769 28 La Costa Avenue 1 Subtotals 1612 1010 Total 2622 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/15 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) 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 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 2 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 220 1514 103 274 1408 748 701 529 276 190 409 242 Adjusted Hourly Volume 220 1617 0 274 1408 398 701 529 276 190 409 242 Utilization Factor 0.06 0.27 0.00 0.08 0.23 0.22 0.19 0.13 0.15 0.11 0.10 0.13 Critical Factors 0.27 0.08 0.19 0.13 ICU Ratio = 0.77 LOS = C Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 4460 Total Name : FDS 2430 2030 Subtotals 0 Sub - 748 1408 274 Sub - Totals totals totals Totals W E e 1859 a s 3365 0 701 242 s t 1506 529 409 841 t 276 190 0 1663 A North A p 822 p p p r r 220 1514 103 La Costa Avenue 1 Subtotals 1903 1837 Total 3740 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/15 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:230231221121 6:30 AM 18 73 3 17 158 117 125 58 45 17 125 11 767 6:45 AM 27 88 5 14 174 125 127 51 47 24 129 19 830 7:00 AM 36 107 2 22 236 156 133 56 51 31 133 23 986 7:15 AM 40 143 1 26 275 178 137 48 47 33 131 47 1106 7:30 AM 42 160 5 23 304 173 152 55 48 37 126 58 1183 7:45 AM 55 179 7 25 338 171 164 52 48 35 146 36 1256 8:00 AM 54 186 10 30 323 184 201 62 44 31 151 39 1315 8:15 AM 51 195 6 32 288 191 208 72 42 29 168 42 1324 8:30 AM 53 209 5 29 280 135 193 58 37 31 177 50 1257 8:45 AM 39 207 8 25 274 86 122 50 36 29 149 37 1062 9:00 AM 22 201 12 34 258 111 137 50 33 25 112 24 1019 9:15 AM 26 198 9 42 250 113 143 46 30 31 127 25 1040 Volumes 463 1946 73 319 3158 1740 1842 658 508 353 1674 411 13145 Approach %18.65 78.40 2.94 6.11 60.53 33.35 61.24 21.88 16.89 14.48 68.66 16.86 App/Depart 2482 / 4199 5217 / 4019 3008 / 1050 2438 / 3877 Peak Volumes 213 769 28 116 1229 681 766 244 171 126 642 167 5152 Approach %21.09 76.14 2.77 5.73 60.66 33.61 64.86 20.66 14.48 13.48 68.66 17.86 Pk Hr FACTOR:0.9728 AM Pk Hr at: PM 3:30 PM 53 345 17 59 353 164 163 140 67 44 85 48 1538 3:45 PM 54 372 23 66 344 160 174 142 66 45 93 55 1594 4:00 PM 56 385 28 60 360 192 166 130 72 47 110 70 1676 4:15 PM 58 380 27 76 362 200 172 128 75 47 104 59 1688 4:30 PM 52 377 25 72 342 196 189 129 63 51 102 58 1656 4:45 PM 47 326 21 52 273 177 181 127 47 45 100 41 1437 5:00 PM 32 260 19 48 317 168 196 119 35 49 76 32 1351 5:15 PM 37 269 16 57 262 169 200 137 45 44 65 29 1330 5:30 PM 30 274 22 60 250 157 184 122 44 42 73 30 1288 5:45 PM 39 273 14 55 221 169 188 120 45 40 54 33 1251 6:00 PM 46 273 20 51 216 152 185 120 38 43 68 39 1251 6:15 PM 45 283 26 51 209 153 169 119 33 48 54 41 1231 Volumes 549 3817 258 707 3509 2057 2167 1533 630 545 984 535 17291 Approach %11.87 82.55 5.58 11.27 55.94 32.79 50.05 35.40 14.55 26.41 47.67 25.92 App/Depart 4624 / 6519 6273 / 4684 4330 / 2498 2064 / 3590 Peak Volumes 220 1514 103 274 1408 748 701 529 276 190 409 242 6614 Approach %11.98 82.42 5.61 11.28 57.94 30.78 46.55 35.13 18.33 22.59 48.63 28.78 Pk Hr FACTOR:0.9796 PM Pk Hr at: 0.98 0.95 0.99 0.93 345 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.95 0.94 0.92 0.91 745 El Camino Real 08/05/2015 Carlsbad La Costa Ave. WEDNESDAY 15-1194-012 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 13 Intersection Location: El Camino Real & Calle Barcelona Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data El Camino 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) 8:15 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 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 1 1 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 8 737 73 72 1381 245 71 56 20 136 236 145 Adjusted Hourly Volume 8 810 0 72 1626 0 71 76 0 136 236 145 Utilization Factor 0.00 0.14 0.00 0.02 0.27 0.00 0.04 0.02 0.00 0.08 0.12 0.08 Critical Factors 0.00 0.27 0.04 0.12 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Wednesday 2652 Total Name : FDS 1698 954 Subtotals 0 Sub - 245 1381 72 Sub - Totals totals totals Totals W E e 552 a s 699 0 71 145 s t 147 56 236 517 t 20 136 0 782 A North A p 265 p p p r r 8 737 73 Calle Barcelona 0 Subtotals 1409 818 Total 2227 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 9:15 AM 8:15 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) 4:15 PM to 5:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 1 1 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 87 1247 195 147 1086 276 263 211 67 105 119 74 Adjusted Hourly Volume 87 1442 0 147 1362 0 263 278 0 105 119 74 Utilization Factor 0.02 0.24 0.00 0.04 0.23 0.00 0.15 0.07 0.00 0.06 0.06 0.04 Critical Factors 0.24 0.04 0.15 0.06 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Wednesday 2976 Total Name : FDS 1509 1467 Subtotals 1 Sub - 276 1086 147 Sub - Totals totals totals Totals W E e 658 a s 1199 0 263 74 s t 541 211 119 298 t 67 105 0 810 A North A p 512 p p p r r 87 1247 195 Calle Barcelona 0 Subtotals 1240 1529 Total 2769 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 5:15 PM 4:15 PM N-S STREET: DATE: LOCATION: E-W STREET: DAY: PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:230230120111 6:30 AM 2432 699169 6 221418255 6:45 AM 1 60 8 5 159 14 11 5 5 24 42 21 355 7:00 AM 2 89 5 8 199 21 10 8 2 25 28 20 417 7:15 AM 1 122 9 14 222 42 7 14 6 32 54 22 545 7:30 AM 3 128 6 10 209 41 12 21 3 30 41 29 533 7:45 AM 1 141 11 11 314 54 8 20 2 29 45 42 678 8:00 AM 1 161 10 13 344 58 5 15 5 42 50 41 745 8:15 AM 2 166 14 16 341 54 16 13 2 41 56 54 775 8:30 AM 1 185 18 15 352 65 20 19 4 32 66 32 809 8:45 AM 4 187 20 17 363 60 21 14 7 30 60 30 813 9:00 AM 1 199 21 24 325 66 14 10 7 33 54 29 783 9:15 AM 5 196 25 25 322 59 19 11 4 29 41 28 764 Volumes 24 1677 149 164 3249 550 152 156 49 368 578 356 7472 Approach %1.30 90.65 8.05 4.14 81.98 13.88 42.58 43.70 13.73 28.26 44.39 27.34 App/Depart 1850 / 2185 3963 / 3666 357 / 469 1302 / 1152 Peak Volumes 8 737 73 72 1381 245 71 56 20 136 236 145 3180 Approach %0.98 90.10 8.92 4.24 81.33 14.43 48.30 38.10 13.61 26.31 45.65 28.05 Pk Hr FACTOR:0.9779 AM Pk Hr at: PM 3:30 PM 12 244 28 22 228 50 69 41 19 25 33 25 796 3:45 PM 15 258 24 26 242 74 66 24 22 32 30 25 838 4:00 PM 18 322 41 24 263 87 60 28 20 30 32 24 949 4:15 PM 20 296 42 28 299 65 55 50 21 33 35 20 964 4:30 PM 21 285 45 41 263 60 74 55 14 26 32 19 935 4:45 PM 25 325 50 55 266 66 75 52 19 25 28 14 1000 5:00 PM 21 341 58 23 258 85 59 54 13 21 24 21 978 5:15 PM 14 322 54 29 245 50 60 50 11 24 29 24 912 5:30 PM 16 301 41 32 277 45 65 45 10 20 30 25 907 5:45 PM 13 299 75 35 274 42 58 74 14 29 33 21 967 6:00 PM 15 296 50 30 241 41 54 57 18 24 28 24 878 6:15 PM 19 225 59 34 236 54 75 58 20 28 24 28 860 Volumes 209 3514 567 379 3092 719 770 588 201 317 358 270 10984 Approach %4.87 81.91 13.22 9.05 73.79 17.16 49.39 37.72 12.89 33.54 37.88 28.57 App/Depart 4290 / 4554 4190 / 3610 1559 / 1534 945 / 1286 Peak Volumes 87 1247 195 147 1086 276 263 211 67 105 119 74 3877 Approach %5.69 81.56 12.75 9.74 71.97 18.29 48.61 39.00 12.38 35.23 39.93 24.83 Pk Hr FACTOR:0.9693 PM Pk Hr at: El Camino Real 09/16/2015 Carlsbad Calle Barcelona WEDNESDAY 15-1194-013 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.96 0.85 0.86 815 0.91 0.96 0.93 0.85 415 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 14 Intersection Location: Palomar Airport Road & Avenida Encinas Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 2 0 1 1 1 0 1 1 1 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 16 36 63 101 67 14 35 366 37 253 467 213 Adjusted Hourly Volume 16 36 63 168 0 14 35 403 0 253 467 213 Utilization Factor 0.01 0.02 0.04 0.05 0.00 0.01 0.02 0.20 0.00 0.14 0.23 0.12 Critical Factors 0.04 0.05 0.20 0.14 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Tuesday 532 Total Name : FDS 182 350 Subtotals 0 Sub - 14 67 101 Sub - Totals totals totals Totals W E e 516 a s 954 0 35 213 s t 438 366 467 933 t 37 253 0 1615 A North A p 682 p p p r r 16 36 63 Palomar Airport Road 0 Subtotals 120 115 Total 235 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/15 8:30 AM 7:30 AM Palomar Airport Road at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 4:15 PM to 5:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 2 0 1 1 1 0 1 1 1 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 68 128 294 401 192 101 52 362 59 225 420 399 Adjusted Hourly Volume 68 128 294 593 0 101 52 421 0 225 420 399 Utilization Factor 0.04 0.06 0.16 0.16 0.00 0.06 0.03 0.21 0.00 0.13 0.21 0.22 Critical Factors 0.16 0.16 0.21 0.13 ICU Ratio = 0.76 LOS = C Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Tuesday 1622 Total Name : FDS 694 928 Subtotals 0 Sub - 101 192 401 Sub - Totals totals totals Totals W E e 573 a s 1046 0 52 399 s t 473 362 420 1044 t 59 225 0 1925 A North A p 881 p p p r r 68 128 294 Palomar Airport Road 0 Subtotals 319 490 Total 809 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/15 5:15 PM 4:15 PM N-S STREET: DATE: LOCATION: E-W STREET: DAY: PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:000201030020 6:30 AM 2 3 19 26 9 3 3 35 7 80 52 35 274 6:45 AM 4 6 15 24 6 6 6 54 15 73 67 45 321 7:00 AM 1 7 18 26 8 4 4 63 3 57 63 36 290 7:15 AM 3 4 21 18 8 4 4 85 3 42 157 37 386 7:30 AM 1 4 8 17 5 6 12 103 9 58 151 40 414 7:45 AM 1 6 14 21 25 2 6 109 10 89 126 51 460 8:00 AM 8 19243711 2 1265 8 588968401 8:15 AM 6 7 17 26 26 4 5 89 10 48 101 54 393 8:30 AM 3 12322417 5 127610578358389 8:45 AM 5 4 34 28 17 3 10 105 4 48 103 40 401 9:00 AM 7 10383713 4 5 89 7 657957411 9:15 AM 5 2639451613 1 69 8 605950391 Volumes 46 108 279 329 161 56 80 942 94 735 1130 571 4531 Approach %10.62 24.94 64.43 60.26 29.49 10.26 7.17 84.41 8.42 30.17 46.39 23.44 App/Depart 433 / 759 546 / 990 1116 / 1550 2436 / 1232 Peak Volumes 16 36 63 101 67 14 35 366 37 253 467 213 1668 Approach %13.91 31.30 54.78 55.49 36.81 7.69 7.99 83.56 8.45 27.12 50.05 22.83 Pk Hr FACTOR:0.9065 AM Pk Hr at: PM 3:30 PM 15 19 52 72 33 16 10 89 24 72 79 56 537 3:45 PM 21 32 54 72 47 34 7 105 18 80 89 58 617 4:00 PM 16 23 57 68 58 34 8 106 2 70 85 70 597 4:15 PM 15 22 60 116 57 32 11 89 13 63 85 139 702 4:30 PM 16 30 96 118 54 26 11 78 13 60 85 108 695 4:45 PM 19 35 58 87 41 23 7 77 18 56 114 78 613 5:00 PM 18 41 80 80 40 20 23 118 15 46 136 74 691 5:15 PM 13 37 93 60 38 18 15 121 15 53 154 78 695 5:30 PM 9 27 60 43 36 17 11 159 12 48 136 64 622 5:45 PM 12 25 66 58 25 9 17 143 9 36 151 56 607 6:00 PM 9 12 36 28 8 11 7 135 3 35 114 36 434 6:15 PM 4 195738 6 141173 5 528952420 Volumes 167 322 769 840 443 254 138 1293 147 671 1317 869 7230 Approach %13.28 25.60 61.13 54.65 28.82 16.53 8.75 81.94 9.32 23.49 46.10 30.42 App/Depart 1258 / 1329 1537 / 1261 1578 / 2902 2857 / 1738 Peak Volumes 68 128 294 401 192 101 52 362 59 225 420 399 2701 Approach %13.88 26.12 60.00 57.78 27.67 14.55 10.99 76.53 12.47 21.55 40.23 38.22 Pk Hr FACTOR:0.9619 PM Pk Hr at: Avenida Encinas 07/28/15 Carlsbad Palomar Airport Rd. TUESDAY 15-1194-014 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.56 0.81 0.88 0.88 730 0.86 0.85 0.76 0.91 415 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 15 Intersection Location: Palomar Airport Road & Paseo Del Norte Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Palomar Airport 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 Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 1 Free-flow Lane Settings 2 1 1 2 1 1 2 3 0 2 4 1 Capacity 3600 2000 1800 3600 2000 1800 3600 6000 0 3600 8000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 111 30 80 88 34 61 133 2488 102 103 1018 142 Adjusted Hourly Volume 111 0 110 88 0 95 133 2590 0 103 1018 98 Utilization Factor 0.03 0.00 0.06 0.02 0.00 0.05 0.04 0.43 0.00 0.03 0.13 0.05 Critical Factors 0.06 0.02 0.43 0.03 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Tuesday 445 Total Name : FDS 183 262 Subtotals 0 Sub - 61 34 88 Sub - Totals totals totals Totals W E e 1210 a s 3933 2 133 142 s t 2723 2488 1018 1263 t 102 103 5 3929 A North A p 2666 p p p r r 111 30 80 Palomar Airport Road 0 Subtotals 252 221 Total 473 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/15 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 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 1 Free-flow Lane Settings 2 2 0 2 1 1 2 3 0 2 4 1 Capacity 3600 4000 0 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 150 146 122 243 103 183 216 1901 118 247 2278 142 Adjusted Hourly Volume 150 146 268 243 0 286 216 2019 0 247 2278 20.5 Utilization Factor 0.04 0.04 0.00 0.07 0.00 0.16 0.06 0.34 0.00 0.07 0.28 0.01 Critical Factors 0.04 0.16 0.34 0.07 ICU Ratio = 0.71 LOS = C Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Tuesday 1065 Total Name : FDS 529 536 Subtotals 1 Sub - 183 103 243 Sub - Totals totals totals Totals W E e 2671 a s 4906 6 216 142 s t 2235 1901 2278 2667 t 118 247 35 4903 A North A p 2236 p p p r r 150 146 122 Palomar Airport Road 0 Subtotals 406 418 Total 824 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/15 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:220220230241 6:30 AM 25 8 17 5 3 10 13 363 17 12 188 16 677 6:45 AM 20 11 15 11 4 7 13 363 33 11 189 43 720 7:00 AM 24 9 16 12 9 16 13 401 20 17 214 28 779 7:15 AM 32 9 15 16 10 11 20 450 18 11 228 36 856 7:30 AM 24 8 29 22 13 18 12 390 25 17 266 38 862 7:45 AM 25 15 20 10 13 11 26 704 26 11 285 50 1196 8:00 AM 24 4 28 5 1 10 17 583 26 21 244 53 1016 8:15 AM 27 10 18 25 5 13 50 613 34 23 258 30 1106 8:30 AM 22 5 18 21 5 17 19 608 28 25 236 43 1047 8:45 AM 29 3 17 26 9 15 19 604 22 21 266 41 1072 9:00 AM 33 12 27 16 15 16 45 663 18 34 258 28 1165 9:15 AM 49 19 22 7 8 16 62 454 23 26 189 19 894 Volumes 334 113 242 176 95 160 309 6196 290 229 2821 425 11390 Approach %48.48 16.40 35.12 40.84 22.04 37.12 4.55 91.18 4.27 6.59 81.18 12.23 App/Depart 689 / 847 431 / 614 6795 / 6614 3475 / 3315 Peak Volumes 111 30 80 88 34 61 133 2488 102 103 1018 142 4390 Approach %50.23 13.57 36.20 48.09 18.58 33.33 4.88 91.37 3.75 8.16 80.60 11.24 Pk Hr FACTOR:0.9421 AM Pk Hr at: PM 3:30 PM 86 17 28 47 22 45 66 426 23 80 417 37 1294 3:45 PM 27 31 16 11 23 43 60 363 45 35 544 27 1225 4:00 PM 34 23 24 32 24 34 39 355 43 24 566 49 1247 4:15 PM 25 23 22 28 27 45 42 385 32 43 425 57 1154 4:30 PM 65 38 61 70 30 54 64 344 31 59 411 57 1284 4:45 PM 24 26 40 41 28 48 41 377 41 57 554 61 1338 5:00 PM 36 59 28 23 24 46 49 528 21 53 589 18 1474 5:15 PM 36 33 22 55 31 51 51 499 34 92 602 27 1533 5:30 PM 37 31 36 99 20 41 49 463 37 55 589 43 1500 5:45 PM 41 23 36 66 28 45 67 411 26 47 498 54 1342 6:00 PM 55 38 52 108 44 59 46 422 31 67 366 44 1332 6:15 PM 24 10 20 29 32 49 58 398 33 35 417 32 1137 Volumes 490 352 385 609 333 560 632 4971 397 647 5978 506 15860 Approach %39.93 28.69 31.38 40.55 22.17 37.28 10.53 82.85 6.62 9.07 83.83 7.10 App/Depart 1227 / 1490 1502 / 1377 6000 / 5965 7131 / 7028 Peak Volumes 150 146 122 243 103 183 216 1901 118 247 2278 142 5849 Approach %35.89 34.93 29.19 45.94 19.47 34.59 9.66 85.06 5.28 9.26 85.41 5.32 Pk Hr FACTOR:0.9538 PM Pk Hr at: 0.85 0.83 0.93 0.92 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.77 0.92 0.94 0.96 815 Paseo Del Norte 07/28/2015 Carlsbad Palomar Airport Rd. TUESDAY 15-1194-015 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 16 Intersection Location: Palomar Airport Road & Armada Drive Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Palomar Airport Road at Armada Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 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 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 119 30 250 67 34 29 154 2213 214 130 944 184 Adjusted Hourly Volume 119 0 280 67 34 29 154 2213 155 130 944 151 Utilization Factor 0.03 0.00 0.08 0.02 0.02 0.02 0.04 0.37 0.09 0.07 0.16 0.08 Critical Factors 0.08 0.02 0.37 0.07 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Armada Drive Time : to North Approach Armada Drive Date : Day : Wednesday 423 Total Name : FDS 130 293 Subtotals 0 Sub - 29 34 67 Sub - Totals totals totals Totals W E e 1115 a s 3696 12 154 184 s t 2581 2213 944 1258 t 214 130 5 3846 A North A p 2588 p p p r r 119 30 250 Palomar Airport Road 0 Subtotals 372 399 Total 771 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/15 8:45 AM 7:45 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 2 0 2 2 1 1 2 3 1 1 3 1 Capacity 3600 0 3600 3600 2000 1800 3600 6000 1800 1800 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 370 70 297 191 53 205 272 1280 186 268 2144 138 Adjusted Hourly Volume 370 0 367 191 53 205 272 1280 0 268 2144 43 Utilization Factor 0.10 0.00 0.10 0.05 0.03 0.11 0.08 0.21 0.00 0.15 0.36 0.02 Critical Factors 0.10 0.11 0.08 0.36 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :Palomar Airport Road and Armada Drive Time : to North Approach Armada Drive Date : Day : Wednesday 927 Total Name : FDS 449 478 Subtotals 1 Sub - 205 53 191 Sub - Totals totals totals Totals W E e 2541 a s 4279 80 272 138 s t 1738 1280 2144 2550 t 186 268 1 4395 A North A p 1845 p p p r r 370 70 297 Palomar Airport Road 0 Subtotals 610 737 Total 1347 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/15 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:20.51.5121231131 6:30 AM 13 5 17 3 1 4 19 304 31 10 183 27 617 6:45 AM 21 2 40 7 5 9 21 504 43 45 233 51 981 7:00 AM 28 3 43 6 5 9 12 379 39 25 182 32 763 7:15 AM 28 7 32 14 8 5 17 471 53 20 222 30 907 7:30 AM 26 8 50 8 8 12 23 522 52 28 234 38 1009 7:45 AM 34 5 52 17 4 13 42 583 57 36 273 69 1185 8:00 AM 31 2 58 19 11 4 41 593 57 36 220 40 1112 8:15 AM 22 8 79 17 10 4 39 527 51 19 215 40 1031 8:30 AM 32 15 61 14 9 8 32 510 49 39 236 35 1040 8:45 AM 36 5 46 18 9 17 50 507 52 34 250 40 1064 9:00 AM 42 7 48 19 6 66 51 477 49 49 212 38 1064 9:15 AM 30 11 57 14 10 57 34 446 34 40 268 48 1049 Volumes 343 78 583 156 86 208 381 5823 567 381 2728 488 11822 Approach %34.16 7.77 58.07 34.67 19.11 46.22 5.63 86.00 8.37 10.59 75.84 13.57 App/Depart 1004 / 947 450 / 1034 6771 / 6562 3597 / 3279 Peak Volumes 119 30 250 67 34 29 154 2213 214 130 944 184 4368 Approach %29.82 7.52 62.66 51.54 26.15 22.31 5.97 85.74 8.29 10.33 75.04 14.63 Pk Hr FACTOR:0.9215 AM Pk Hr at: PM 3:30 PM 102 13 81 68 15 66 45 280 58 62 397 14 1201 3:45 PM 89 17 80 46 8 57 72 367 58 49 438 19 1300 4:00 PM 98 27 74 45 13 79 71 311 34 54 381 23 1210 4:15 PM 92 19 72 35 19 41 53 352 39 74 511 30 1337 4:30 PM 87 18 90 81 12 71 69 306 50 65 437 28 1314 4:45 PM 95 17 87 52 15 59 62 363 45 68 554 29 1446 5:00 PM 79 22 71 41 10 52 79 320 43 64 534 26 1341 5:15 PM 93 12 71 44 18 50 60 288 47 62 514 48 1307 5:30 PM 103 19 68 54 10 44 71 309 51 74 542 35 1380 5:45 PM 98 8 102 39 20 49 86 341 47 87 421 28 1326 6:00 PM 122 13 92 32 7 59 59 313 52 65 356 21 1191 6:15 PM 116 17 79 23 13 53 59 257 35 98 353 26 1129 Volumes 1174 202 967 560 160 680 786 3807 559 822 5438 327 15482 Approach %50.11 8.62 41.27 40.00 11.43 48.57 15.26 73.89 10.85 12.48 82.56 4.96 App/Depart 2343 / 1315 1400 / 1541 5152 / 5334 6587 / 7292 Peak Volumes 370 70 297 191 53 205 272 1280 186 268 2144 138 5474 Approach %50.20 9.50 40.30 42.54 11.80 45.66 15.65 73.65 10.70 10.51 84.08 5.41 Pk Hr FACTOR:0.9464 PM Pk Hr at: Armada Dr. /Costco Ent 07/29/2015 Carlsbad Palomar Airport Rd. WEDNESDAY 15-1194-016 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.92 0.96 0.93 0.83 745 0.93 0.89 0.92 0.98 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 17 Intersection Location: Palomar Airport Road & College Boulevard Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Palomar Airport 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 Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 2 2 1 1 1 1 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 2000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 182 436 223 24 101 178 603 1716 144 145 773 54 Adjusted Hourly Volume 182 436 223 24 101 0 603 1716 144 145 773 54 Utilization Factor 0.05 0.11 0.12 0.01 0.05 0.00 0.17 0.29 0.08 0.04 0.13 0.03 Critical Factors 0.12 0.01 0.29 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 : Wednesday 817 Total Name : FDS 303 514 Subtotals 0 Sub - 178 101 24 Sub - Totals totals totals Totals W E e 1554 a s 4017 0 603 54 s t 2463 1716 773 972 t 144 145 0 3056 A North A p 2084 p p p r r 182 436 223 Palomar Airport Road 0 Subtotals 427 841 Total 1268 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/15 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 2 2 1 1 1 1 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 2000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 176 117 155 24 376 540 152 1314 195 179 1938 68 Adjusted Hourly Volume 176 117 155 24 376 464 152 1314 195 179 1938 68 Utilization Factor 0.05 0.03 0.09 0.01 0.19 0.26 0.04 0.22 0.11 0.05 0.32 0.04 Critical Factors 0.05 0.26 0.04 0.32 ICU Ratio = 0.77 LOS = C Turning Movements at Intersection of :Palomar Airport Road and College Boulevard/ Aviara Parkway Time : to North Approach College Boulevard/ Aviara Parkway Date : Day : Wednesday 1149 Total Name : FDS 940 209 Subtotals 0 Sub - 540 376 24 Sub - Totals totals totals Totals W E e 2630 a s 4291 0 152 68 s t 1661 1314 1938 2185 t 195 179 1 3832 A North A p 1647 p p p r r 176 117 155 Palomar Airport Road 0 Subtotals 748 448 Total 1196 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/15 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:221111231231 6:30 AM 28 28 39 7 29 24 41 289 16 21 187 3 712 6:45 AM 29 41 33 5 30 28 79 322 14 28 185 5 799 7:00 AM 33 54 30 8 35 32 99 314 21 24 199 8 857 7:15 AM 30 86 41 6 54 30 98 285 25 26 214 14 909 7:30 AM 32 87 45 9 41 29 139 333 32 34 222 10 1013 7:45 AM 54 103 50 6 28 42 158 414 30 30 208 11 1134 8:00 AM 41 107 54 9 24 41 149 455 33 32 214 13 1172 8:15 AM 42 122 59 5 29 50 163 436 39 41 185 16 1187 8:30 AM 45 104 60 4 20 45 133 411 42 42 166 14 1086 8:45 AM 50 111 54 7 25 41 130 385 41 30 178 20 1072 9:00 AM 28 89 41 11 24 30 128 344 30 37 208 16 986 9:15 AM 41 63 39 7 29 33 87 360 33 28 196 14 930 Volumes 453 995 545 84 368 425 1404 4348 356 373 2362 144 11857 Approach %22.73 49.92 27.35 9.58 41.96 48.46 22.99 71.19 5.83 12.96 82.04 5.00 App/Depart 1993 / 2543 877 / 1097 6108 / 4977 2879 / 3240 Peak Volumes 182 436 223 24 101 178 603 1716 144 145 773 54 4579 Approach %21.64 51.84 26.52 7.92 33.33 58.75 24.48 69.67 5.85 14.92 79.53 5.56 Pk Hr FACTOR:0.9644 AM Pk Hr at: PM 3:30 PM 41 28 41 5 41 76 29 289 54 39 423 13 1079 3:45 PM 39 30 28 3 66 74 30 300 50 62 385 16 1083 4:00 PM 41 33 39 6 60 85 32 321 45 65 371 13 1111 4:15 PM 45 21 32 9 58 100 28 341 41 75 374 19 1143 4:30 PM 39 24 41 5 54 130 41 355 42 45 471 14 1261 4:45 PM 54 28 42 8 85 122 42 352 41 50 482 20 1326 5:00 PM 41 41 39 4 133 141 39 322 54 41 514 18 1387 5:15 PM 42 24 33 7 104 147 30 285 58 43 471 16 1260 5:30 PM 39 28 30 10 85 154 32 277 65 42 429 7 1198 5:45 PM 41 30 28 11 74 103 28 278 60 45 415 11 1124 6:00 PM 43 33 21 8 76 100 25 258 69 50 382 7 1072 6:15 PM 39 28 19 8 63 89 24 244 41 54 349 11 969 Volumes 504 348 393 84 899 1321 380 3622 620 611 5066 165 14013 Approach %40.48 27.95 31.57 3.65 39.02 57.34 8.22 78.36 13.41 10.46 86.72 2.82 App/Depart 1245 / 893 2304 / 2130 4622 / 4099 5842 / 6891 Peak Volumes 176 117 155 24 376 540 152 1314 195 179 1938 68 5234 Approach %39.29 26.12 34.60 2.55 40.00 57.45 9.15 79.11 11.74 8.19 88.70 3.11 Pk Hr FACTOR:0.9434 PM Pk Hr at: College Blvd./ Aviara Pkwy. 07/29/2015 Carlsbad Palomar Airport Rd. WEDNESDAY 15-1194-017 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.94 0.90 0.97 0.94 745 0.90 0.85 0.95 0.95 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 18 Intersection Location: Palomar Airport Road & Yarrow Drive Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 1 1 0 0 1 1 3 0 1 3 0 Capacity 1800 2000 1800 0 0 1800 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 37 2 52 5 4 15 91 1034 130 227 1450 65 Adjusted Hourly Volume 37 2 52 0 0 24 91 1164 0 227 1515 0 Utilization Factor 0.02 0.00 0.03 0.00 0.00 0.01 0.05 0.19 0.00 0.13 0.25 0.00 Critical Factors 0.02 0.01 0.19 0.13 ICU Ratio = 0.45 LOS = A Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day : Wednesday 96 Total Name : FDS 24 72 Subtotals 0 Sub - 15 4 5 Sub - Totals totals totals Totals W E e 1556 a s 2811 0 91 65 s t 1255 1034 1450 1742 t 130 227 3 3052 A North A p 1310 p p p r r 37 2 52 Palomar Airport Road 0 Subtotals 174 91 Total 265 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/15 8:15 AM 7:15 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) 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 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 0 0 1 3 0 1 3 0 Capacity 1800 2000 1800 1800 0 0 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 108 7 229 74 14 42 31 1674 54 89 1202 32 Adjusted Hourly Volume 108 7 229 130 0 0 31 1728 0 89 1234 0 Utilization Factor 0.06 0.00 0.13 0.07 0.00 0.00 0.02 0.29 0.00 0.05 0.21 0.00 Critical Factors 0.13 0.07 0.29 0.05 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day : Wednesday 246 Total Name : FDS 130 116 Subtotals 0 Sub - 42 14 74 Sub - Totals totals totals Totals W E e 1273 a s 3032 3 31 32 s t 1759 1674 1202 1323 t 54 89 20 3295 A North A p 1972 p p p r r 108 7 229 Palomar Airport Road 1 Subtotals 195 344 Total 539 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/15 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:120010130130 6:30 AM 914101317821633327620 6:45 AM 1215100422220643418678 7:00 AM 2171149189196331611623 7:15 AM 3115000622328433099637 7:30 AM 90141138273383842218825 7:45 AM 14 1 13 2 1 7 58 215 38 96 389 18 852 8:00 AM 11 0 10 2 2 5 19 323 26 50 330 20 798 8:15 AM 7 1 11 4 0 2 11 232 27 43 260 9 607 8:30 AM 71860314233213933014676 8:45 AM 9 5 18 3 1 2 14 272 33 45 310 16 728 9:00 AM 90155075247305425217641 9:15 AM 619310617316222155457 Volumes 98 13 129 29 7 34 157 2780 317 620 3806 152 8142 Approach %40.83 5.42 53.75 41.43 10.00 48.57 4.82 85.43 9.74 13.54 83.14 3.32 App/Depart 240 / 322 70 / 944 3254 / 2938 4578 / 3938 Peak Volumes 37 2 52 5 4 15 91 1034 130 227 1450 65 3112 Approach %40.66 2.20 57.14 20.83 16.67 62.50 7.25 82.39 10.36 13.03 83.24 3.73 Pk Hr FACTOR:0.9131 AM Pk Hr at: PM 3:30 PM 32456948242718212513835 3:45 PM 24 0 47 18 2 10 9 395 12 24 253 6 800 4:00 PM 32 4 60 23 7 12 8 442 18 19 308 10 943 4:15 PM 19 2 45 12 2 10 7 386 17 22 295 10 827 4:30 PM 331772131074517243466986 4:45 PM 21 1 51 11 2 6 3 376 9 18 257 8 763 5:00 PM 24 0 51 13 2 11 5 324 12 24 249 8 723 5:15 PM 19 0 35 24 5 7 2 306 8 15 271 5 697 5:30 PM 27 1 40 11 7 14 7 316 10 19 292 11 755 5:45 PM 323307 11313499162558724 6:00 PM 12 0 20 12 3 15 7 405 10 19 241 4 748 6:15 PM 421730552016111584416 Volumes 279 18 529 164 38 121 63 4378 136 232 3176 83 9217 Approach %33.78 2.18 64.04 50.77 11.76 37.46 1.38 95.65 2.97 6.65 90.98 2.38 App/Depart 826 / 164 323 / 406 4577 / 5071 3491 / 3576 Peak Volumes 108 7 229 74 14 42 31 1674 54 89 1202 32 3556 Approach %31.40 2.03 66.57 56.92 10.77 32.31 1.76 95.17 3.07 6.73 90.85 2.42 Pk Hr FACTOR:0.9016 PM Pk Hr at: Yarrow Dr. 07/29/2015 Carlsbad Palomar Airport Rd. WEDNESDAY 15-1194-018 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.81 0.60 0.85 0.87 715 0.77 0.77 0.94 0.88 345 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 19 Intersection Location: Palomar Airport Road & Loker Avenue West Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Palomar Airport 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 Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 1 1 3 0 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 32 33 17 18 14 67 229 1094 77 58 2199 109 Adjusted Hourly Volume 32 33 17 18 14 67 229 1094 61 58 2308 0 Utilization Factor 0.02 0.02 0.01 0.01 0.01 0.04 0.13 0.18 0.03 0.03 0.38 0.00 Critical Factors 0.02 0.04 0.13 0.38 ICU Ratio = 0.67 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 : Thursday 259 Total Name : FDS 99 160 Subtotals 0 Sub - 67 14 18 Sub - Totals totals totals Totals W E e 2495 a s 3895 0 229 109 s t 1400 1094 2199 2366 t 77 58 1 3534 A North A p 1168 p p p r r 32 33 17 Palomar Airport Road 0 Subtotals 124 82 Total 206 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/15 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 1 1 3 0 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 47 15 61 69 55 267 99 2365 102 54 1409 46 Adjusted Hourly Volume 47 15 61 69 55 267 99 2365 78.5 54 1455 0 Utilization Factor 0.03 0.01 0.03 0.04 0.03 0.15 0.06 0.39 0.04 0.03 0.24 0.00 Critical Factors 0.03 0.15 0.39 0.03 ICU Ratio = 0.70 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 : Thursday 524 Total Name : FDS 391 133 Subtotals 0 Sub - 267 55 69 Sub - Totals totals totals Totals W E e 1772 a s 4338 3 99 46 s t 2566 2365 1409 1509 t 102 54 5 3984 A North A p 2475 p p p r r 47 15 61 Palomar Airport Road 0 Subtotals 209 123 Total 332 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/15 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:111111131130 6:30 AM 8613192516911840712660 6:45 AM 671231337211191149827835 7:00 AM 97743938222161145923808 7:15 AM 1083341035205141446221789 7:30 AM 38113131824120834419679 7:45 AM 11 11 3 4 5 13 65 236 18 6 643 38 1053 8:00 AM 7 11 5 10 4 21 63 296 22 16 580 31 1066 8:15 AM 3742317592882216578231022 8:30 AM 1145221642274152039817806 8:45 AM 1265462565255262147628929 9:00 AM 17 14 14 11 10 26 61 263 25 14 484 26 965 9:15 AM 9 9 13 8 4 10 49 239 28 16 476 21 882 Volumes 106 98 62 54 48 182 557 2899 236 161 5805 286 10494 Approach %39.85 36.84 23.31 19.01 16.90 64.08 15.09 78.52 6.39 2.58 92.85 4.57 App/Depart 266 / 941 284 / 445 3692 / 3015 6252 / 6093 Peak Volumes 32 33 17 18 14 67 229 1094 77 58 2199 109 3947 Approach %39.02 40.24 20.73 18.18 14.14 67.68 16.36 78.14 5.50 2.45 92.94 4.61 Pk Hr FACTOR:0.9257 AM Pk Hr at: PM 3:30 PM 18 3 6 17 15 47 35 560 20 6 363 18 1108 3:45 PM 14 7 11 21 8 40 23 504 31 2 335 14 1010 4:00 PM 9 2 17 16 6 31 27 652 26 10 328 14 1138 4:15 PM 13 4 9 15 6 33 26 502 22 3 344 13 990 4:30 PM 11 1 3 13 10 49 22 464 18 1 341 10 943 4:45 PM 18 3 18 29 6 43 20 465 34 7 359 11 1013 5:00 PM 8 4 17 14 19 54 23 534 25 10 385 13 1106 5:15 PM 15 4 12 24 16 75 25 690 36 19 355 11 1282 5:30 PM 8 2 23 14 8 59 25 543 25 13 325 10 1055 5:45 PM 16 5 9 17 12 79 26 598 16 12 344 12 1146 6:00 PM 9169253204281653417897 6:15 PM 10 1 11 16 6 35 25 506 24 4 289 15 942 Volumes 149 37 142 205 114 598 297 6446 293 92 4109 148 12630 Approach %45.43 11.28 43.29 22.36 12.43 65.21 4.22 91.61 4.16 2.12 94.48 3.40 App/Depart 328 / 482 917 / 499 7036 / 6793 4349 / 4856 Peak Volumes 47 15 61 69 55 267 99 2365 102 54 1409 46 4589 Approach %38.21 12.20 49.59 17.65 14.07 68.29 3.86 92.17 3.98 3.58 93.37 3.05 Pk Hr FACTOR:0.8949 PM Pk Hr at: 0.93 0.85 0.85 0.92 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.82 0.71 0.92 0.86 745 Loker Ave. West/ 07/30/2015 Carlsbad Palomar Airport Rd. THURSDAY 15-1194-019 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 20 Intersection Location: Palomar Airport Road & El Fuerte Street Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Palomar Airport Road at El Fuerte Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 1 1 2 2 0 2 3 1 2 3 0 Capacity 3600 2000 1800 3600 4000 0 3600 6000 1800 3600 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 117 74 117 32 29 12 118 897 108 273 2198 63 Adjusted Hourly Volume 117 74 117 32 41 0 118 897 108 273 2261 0 Utilization Factor 0.03 0.04 0.07 0.01 0.01 0.00 0.03 0.15 0.06 0.08 0.38 0.00 Critical Factors 0.07 0.01 0.03 0.38 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day : Thursday 243 Total Name : FDS 73 170 Subtotals 0 Sub - 12 29 32 Sub - Totals totals totals Totals W E e 2327 a s 3450 1 118 63 s t 1123 897 2198 2534 t 108 273 26 3795 A North A p 1261 p p p r r 117 74 117 Palomar Airport Road 0 Subtotals 280 308 Total 588 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/15 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 1 1 2 2 0 2 3 1 2 3 0 Capacity 3600 2000 1800 3600 4000 0 3600 6000 1800 3600 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 167 48 263 157 114 28 26 2137 237 408 1301 20 Adjusted Hourly Volume 167 48 263 157 142 0 26 2137 237 408 1321 0 Utilization Factor 0.05 0.02 0.15 0.04 0.04 0.00 0.01 0.36 0.13 0.11 0.22 0.00 Critical Factors 0.15 0.04 0.36 0.11 ICU Ratio = 0.76 LOS = C Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day : Thursday 526 Total Name : FDS 299 227 Subtotals 0 Sub - 28 114 157 Sub - Totals totals totals Totals W E e 1353 a s 3753 2 26 20 s t 2400 2137 1301 1729 t 237 408 25 4512 A North A p 2783 p p p r r 167 48 263 Palomar Airport Road 0 Subtotals 543 478 Total 1021 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/15 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:220220231230 6:30 AM 87624191637244089648 6:45 AM 1014331016189113443913733 7:00 AM 14 21 16 6 5 0 13 212 10 46 465 16 824 7:15 AM 19 25 20 5 2 2 25 196 20 58 421 14 807 7:30 AM 20 20 24 8 6 1 26 166 24 57 365 21 738 7:45 AM 24 19 28 4 3 4 29 187 25 80 658 20 1081 8:00 AM 28 14 26 7 8 1 33 222 24 62 606 13 1044 8:15 AM 24 21 33 10 7 2 30 236 29 63 558 16 1029 8:30 AM 41 20 30 11 11 5 26 252 30 68 376 14 884 8:45 AM 29 22 22 9 10 2 21 214 25 69 514 21 958 9:00 AM 33 19 28 5 7 3 14 222 21 69 494 20 935 9:15 AM 30 16 24 8 4 6 16 236 19 44 466 19 888 Volumes 280 218 260 78 68 27 258 2495 245 674 5770 196 10569 Approach %36.94 28.76 34.30 45.09 39.31 15.61 8.61 83.22 8.17 10.15 86.90 2.95 App/Depart 758 / 672 173 / 987 2998 / 2833 6640 / 6077 Peak Volumes 117 74 117 32 29 12 118 897 108 273 2198 63 4038 Approach %37.99 24.03 37.99 43.84 39.73 16.44 10.51 79.88 9.62 10.77 86.74 2.49 Pk Hr FACTOR:0.9339 AM Pk Hr at: PM 3:30 PM 41 7 41 30 28 5 8 528 41 56 339 2 1126 3:45 PM 33 11 45 29 21 4 5 499 39 90 314 2 1092 4:00 PM 45 13 50 24 25 7 9 609 59 96 286 1 1224 4:15 PM 41 15 66 28 24 11 6 455 66 97 288 2 1099 4:30 PM 39 14 69 45 29 4 8 414 60 89 298 5 1074 4:45 PM 33 11 74 42 30 7 12 422 65 98 333 2 1129 5:00 PM 30 8 78 41 28 5 7 499 58 107 344 3 1208 5:15 PM 54 16 59 54 24 8 4 614 54 95 314 6 1302 5:30 PM 41 14 66 32 41 6 9 496 75 107 299 9 1195 5:45 PM 42 10 60 30 21 9 6 528 50 99 344 2 1201 6:00 PM 29 11 54 33 14 5 6 388 54 72 314 5 985 6:15 PM 30 8 39 39 16 8 3 452 48 92 263 2 1000 Volumes 458 138 701 427 301 79 83 5904 669 1098 3736 41 13635 Approach %35.31 10.64 54.05 52.91 37.30 9.79 1.25 88.70 10.05 22.52 76.64 0.84 App/Depart 1297 / 262 807 / 2068 6656 / 7032 4875 / 4273 Peak Volumes 167 48 263 157 114 28 26 2137 237 408 1301 20 4906 Approach %34.94 10.04 55.02 52.51 38.13 9.36 1.08 89.04 9.88 23.60 75.25 1.16 Pk Hr FACTOR:0.942 PM Pk Hr at: 0.93 0.87 0.89 0.95 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.85 0.68 0.91 0.84 745 El Fuerte St. 07/30/2015 Carlsbad Palomar Airport Rd. THURSDAY 15-1194-020 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 21 Intersection Location: Palomar Airport Road & Melrose Drive Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Palomar Airport 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 1 1 1 61 111 Outside 7 1 Free-flow Lane Settings 241222231231 Capacity 3600 8000 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 576 440 110 93 601 737 500 645 144 89 1448 67 Adjusted Hourly Volume 576 440 66 93 601 487 500 645 144 89 1448 67 Utilization Factor 0.16 0.06 0.04 0.03 0.15 0.14 0.14 0.11 0.08 0.02 0.24 0.04 Critical Factors 0.16 0.15 0.14 0.24 ICU Ratio = 0.79 LOS = C Turning Movements at Intersection of :Palomar Airport Road and Melrose Drive Time : to North Approach Melrose Drive Date : Day : Thursday 2031 Total Name : FDS 1431 600 Subtotals 0 Sub - 737 601 93 Sub - Totals totals totals Totals W E e 2685 a s 3974 0 500 67 s t 1289 645 1448 1604 t 144 89 0 2448 A North A p 844 p p p r r 576 440 110 Palomar Airport Road 0 Subtotals 1321 1126 Total 2447 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/15 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) 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 Free-flow Lane Settings 24122223123 1 Capacity 3600 8000 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 254 514 72 142 540 566 811 1654 431 263 952 69 Adjusted Hourly Volume 254 514 0 142 540 161 811 1654 431 263 952 69 Utilization Factor 0.07 0.06 0.00 0.04 0.14 0.04 0.23 0.28 0.24 0.07 0.16 0.04 Critical Factors 0.07 0.14 0.23 0.16 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Melrose Drive Time : to North Approach Melrose Drive Date : Day : Thursday 1974 Total Name : FDS 1248 726 Subtotals 0 Sub - 566 540 142 Sub - Totals totals totals Totals W E e 2328 a s 5224 1 811 69 s t 2896 1654 952 1284 t 431 263 1 3272 A North A p 1988 p p p r r 254 514 72 Palomar Airport Road 0 Subtotals 1226 840 Total 2066 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/15 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:241222231231 6:30 AM 52 49 16 11 81 103 44 79 9 16 261 7 728 6:45 AM 77 52 15 9 168 142 98 103 26 15 342 10 1057 7:00 AM 70 43 19 6 131 151 99 111 17 13 278 9 947 7:15 AM 89 66 23 17 159 163 124 128 40 16 334 12 1171 7:30 AM 133 122 25 22 173 145 125 136 33 19 364 16 1313 7:45 AM 163 104 29 26 163 175 121 187 50 24 431 17 1490 8:00 AM 158 108 31 25 143 234 128 159 33 21 348 19 1407 8:15 AM 122 106 25 20 122 183 126 163 28 25 305 15 1240 8:30 AM 104 133 26 14 121 159 104 139 41 26 264 16 1147 8:45 AM 108 121 19 19 104 153 121 133 44 19 324 13 1178 9:00 AM 103 87 24 19 115 142 111 128 25 23 253 19 1049 9:15 AM 100 85 25 14 103 137 59 154 18 21 172 17 905 Volumes 1279 1076 277 202 1583 1887 1260 1620 364 238 3676 170 13632 Approach %48.59 40.88 10.52 5.50 43.11 51.39 38.84 49.94 11.22 5.83 90.01 4.16 App/Depart 2632 / 2506 3672 / 2185 3244 / 2099 4084 / 6842 Peak Volumes 576 440 110 93 601 737 500 645 144 89 1448 67 5450 Approach %51.15 39.08 9.77 6.50 42.00 51.50 38.79 50.04 11.17 5.55 90.27 4.18 Pk Hr FACTOR:0.9144 AM Pk Hr at: PM 3:30 PM 43 131 22 22 77 148 162 321 58 37 199 17 1237 3:45 PM 54 123 36 13 97 116 153 383 90 38 220 13 1336 4:00 PM 41 128 16 23 87 115 131 329 77 45 206 16 1214 4:15 PM 46 143 18 18 107 126 205 375 99 55 209 13 1414 4:30 PM 60 140 10 38 109 112 159 406 86 46 224 13 1403 4:45 PM 65 122 23 31 119 135 199 399 116 53 268 14 1544 5:00 PM 58 128 15 53 137 184 192 422 98 71 254 14 1626 5:15 PM 54 131 18 29 162 142 211 431 101 68 224 21 1592 5:30 PM 77 133 16 29 122 105 209 402 116 71 206 20 1506 5:45 PM 75 128 25 20 106 130 159 333 92 50 209 15 1342 6:00 PM 85 105 28 16 98 111 157 302 98 48 197 11 1256 6:15 PM 60 111 10 19 76 84 193 264 79 49 184 13 1142 Volumes 718 1523 237 311 1297 1508 2130 4367 1110 631 2600 180 16612 Approach %28.97 61.46 9.56 9.98 41.62 48.40 28.00 57.41 14.59 18.50 76.22 5.28 App/Depart 2478 / 3833 3116 / 3038 7607 / 4915 3411 / 4826 Peak Volumes 254 514 72 142 540 566 811 1654 431 263 952 69 6268 Approach %30.24 61.19 8.57 11.38 43.27 45.35 28.00 57.11 14.88 20.48 74.14 5.37 Pk Hr FACTOR:0.9637 PM Pk Hr at: 0.93 0.83 0.97 0.95 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.95 0.89 0.90 0.85 730 Melrose Dr. 7/30/2015 Carlsbad Palomar Airport Rd. THURSDAY 15-1194-021 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 22 Intersection Location: Carlsbad Boulevard & Carlsbad Village Drive Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Carlsbad 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) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right LaneInside 11111 Config -(left) 2 1 1 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 23 227 132 66 359 12 11 52 10 132 75 102 Adjusted Hourly Volume 23 227 132 66 371 0 11 62 0 207 0 102 Utilization Factor 0.01 0.06 0.07 0.04 0.09 0.00 0.01 0.03 0.00 0.06 0.00 0.06 Critical Factors 0.07 0.04 0.03 0.06 ICU Ratio = 0.30 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 829 Total Name : FDS 437 392 Subtotals 3 Sub - 12 359 66 Sub - Totals totals totals Totals W E e 106 a s 179 0 11 102 s t 73 52 75 309 t 10 132 0 628 A North A p 319 p p p r r 23 227 132 Carlsbad Village Drive 8 Subtotals 384 382 Total 766 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 9:15 AM 8:15 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 63 743 317 140 434 27 22 90 28 199 132 152 Adjusted Hourly Volume 63 743 317 140 461 0 22 118 0 331 0 152 Utilization Factor 0.04 0.19 0.18 0.08 0.12 0.00 0.01 0.06 0.00 0.09 0.00 0.08 Critical Factors 0.19 0.08 0.06 0.09 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 1633 Total Name : FDS 601 1032 Subtotals 3 Sub - 27 434 140 Sub - Totals totals totals Totals W E e 185 a s 325 0 22 152 s t 140 90 132 483 t 28 199 0 1092 A North A p 609 p p p r r 63 743 317 Carlsbad Village Drive 4 Subtotals 521 1123 Total 1644 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 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:1211201101.50.51 6:30 AM 02466743040131010150 6:45 AM 4267281044170291115281 7:00 AM 2311510990621361513230 7:15 AM 337131099317228724234 7:30 AM 3 41201393 1 2 11 3 381720262 7:45 AM 4433213891191291326261 8:00 AM 3 34321071 3 1 11 4 302020239 8:15 AM 6 53332497 4 3 11 5 341426310 8:30 AM 6 55371187 1 1 17 3 332023294 8:45 AM 4 4830111001 1 10 0 332329290 9:00 AM 7 71322075 6 6 14 2 321824307 9:15 AM 3 59412765 3 0 16 2 281318275 Volumes 45 522 363 163 1053 30 23 119 23 363 181 248 3133 Approach %4.84 56.13 39.03 13.08 84.51 2.41 13.94 72.12 13.94 45.83 22.85 31.31 App/Depart 930 / 793 1246 / 1439 165 / 645 792 / 256 Peak Volumes 23 227 132 66 359 12 11 52 10 132 75 102 1201 Approach %6.02 59.42 34.55 15.10 82.15 2.75 15.07 71.23 13.70 42.72 24.27 33.01 Pk Hr FACTOR:0.9685 AM Pk Hr at: PM 3:30 PM 12 123 57 46 99 4 5 36 5 57 33 33 510 3:45 PM 9 126 76 32 144 2 7 28 5 64 28 40 561 4:00 PM 17 155 63 39 138 6 16 31 5 52 33 23 578 4:15 PM 14 144 61 61 136 5 4 25 3 54 23 30 560 4:30 PM 14 160 81 37 144 9 6 20 4 66 26 34 601 4:45 PM 20 146 89 32 124 8 12 19 9 49 44 27 579 5:00 PM 13 148 92 38 127 7 9 26 10 60 27 26 583 5:15 PM 23 170 68 24 103 9 7 29 15 58 39 25 570 5:30 PM 19 168 85 36 127 5 8 15 4 60 25 29 581 5:45 PM 7 192 89 31 94 7 3 23 4 48 40 33 571 6:00 PM 16 198 62 40 126 6 6 36 9 38 34 53 624 6:15 PM 21 185 81 33 87 9 5 16 11 53 33 37 571 Volumes 185 1915 904 449 1449 77 88 304 84 659 385 390 6889 Approach %6.16 63.75 30.09 22.73 73.37 3.90 18.49 63.87 17.65 45.96 26.85 27.20 App/Depart 3004 / 2393 1975 / 2192 476 / 1657 1434 / 647 Peak Volumes 63 743 317 140 434 27 22 90 28 199 132 152 2347 Approach %5.61 66.16 28.23 23.29 72.21 4.49 15.71 64.29 20.00 41.20 27.33 31.47 Pk Hr FACTOR:0.9403 PM Pk Hr at: Carlsbad Blvd. 07/16/2015 Carlsbad Carlsbad Village Dr. THURSDAY 15-1194-022 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.87 0.87 0.83 0.91 815 0.97 0.87 0.69 0.97 530 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 23 Intersection Location: Carlsbad Boulevard & Tamarack Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Carlsbad 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) 6:45 AM to 7:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 1 1 0 1 1 0 1 Capacity 1800 4000 0 1800 4000 1800 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 21 169 23 26 810 8 12 4 14 330 8 36 Adjusted Hourly Volume 21 192 0 26 810 8 16 0 14 330 0 44 Utilization Factor 0.01 0.05 0.00 0.01 0.20 0.00 0.01 0.00 0.01 0.18 0.00 0.02 Critical Factors 0.01 0.20 0.01 0.18 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1075 Total Name : FDS 844 231 Subtotals 0 Sub - 8 810 26 Sub - Totals totals totals Totals W E e 30 a s 60 0 12 36 s t 30 4 8 374 t 14 330 0 731 A North A p 357 p p p r r 21 169 23 Tamarack Avenue 2 Subtotals 843 213 Total 1056 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/15 7:45 AM 6:45 AM Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 1 1 1 1 1 0 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 43 874 221 90 445 20 11 14 31 122 14 79 Adjusted Hourly Volume 43 1095 0 90 445 20 25 0 31 122 0 93 Utilization Factor 0.02 0.27 0.00 0.05 0.11 0.01 0.01 0.00 0.02 0.07 0.00 0.05 Critical Factors 0.27 0.05 0.02 0.07 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1597 Total Name : FDS 555 1042 Subtotals 1 Sub - 20 445 90 Sub - Totals totals totals Totals W E e 52 a s 108 0 11 79 s t 56 14 14 215 t 31 122 0 573 A North A p 358 p p p r r 43 874 221 Tamarack Avenue 7 Subtotals 512 1138 Total 1650 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/15 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:120120011110 6:30 AM 5142310021224649190 6:45 AM 1268210161142610929386 7:00 AM 2349618924135518314 7:15 AM 32735213141267311340 7:30 AM 4409524740039928421 7:45 AM 738191019102309626374 8:00 AM 2691011106116051119277 8:15 AM 859111294323254214264 8:30 AM 6551615124111260321305 8:45 AM 864227116031562523316 9:00 AM 874211897112439420289 9:15 AM 6861417110106359319324 Volumes 71 628 138 119 1748 17 23 28 32 797 32 167 3800 Approach %8.48 75.03 16.49 6.32 92.78 0.90 27.71 33.73 38.55 80.02 3.21 16.77 App/Depart 837 / 818 1884 / 2577 83 / 285 996 / 120 Peak Volumes 21 169 23 26 810 8 12 4 14 330 8 36 1461 Approach %9.86 79.34 10.80 3.08 95.97 0.95 40.00 13.33 46.67 88.24 2.14 9.63 Pk Hr FACTOR:0.8676 AM Pk Hr at: PM 3:30 PM 81374517127524425523402 3:45 PM 211764119109342427420430 4:00 PM 10 188 49 22 135 7 6 6 10 32 3 19 487 4:15 PM 12 196 47 19 118 3 3 6 12 35 6 23 480 4:30 PM 72134324113844529220472 4:45 PM 142245122119846126315493 5:00 PM 10 204 50 18 111 10 3 5 4 38 0 16 469 5:15 PM 132126319113823929517493 5:30 PM 102315522115232737218504 5:45 PM 122364922102638828222498 6:00 PM 81955427115431728522469 6:15 PM 16193441279442433528424 Volumes 141 2405 591 243 1356 68 41 49 75 367 42 243 5621 Approach %4.49 76.67 18.84 14.58 81.34 4.08 24.85 29.70 45.45 56.29 6.44 37.27 App/Depart 3137 / 2689 1667 / 1798 165 / 883 652 / 251 Peak Volumes 43 874 221 90 445 20 11 14 31 122 14 79 1964 Approach %3.78 76.80 19.42 16.22 80.18 3.60 19.64 25.00 55.36 56.74 6.51 36.74 Pk Hr FACTOR:0.9742 PM Pk Hr at: 0.96 0.95 0.74 0.94 515 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.65 0.82 0.63 0.78 645 Carlsbad Blvd. 07/21/2015 Carlsbad Tamarack Ave. TUESDAY 15-1194-023 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 24 Intersection Location: Carlsbad Boulevard & Cannon Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Carlsbad 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 0 1 1 1 1 0 0 0 0 1 0 1 Capacity 0 2000 1800 1800 2000 0 0 0 0 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 206 37 164 619 0 0 0 0 123 0 51 Adjusted Hourly Volume 0 206 37 164 619 0 0 0 0 123 0 0 Utilization Factor 0.00 0.10 0.02 0.09 0.31 0.00 0.00 0.00 0.00 0.07 0.00 0.00 Critical Factors 0.00 0.31 0.00 0.00 0.07 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1204 Total Name : FDS 783 421 Subtotals 0 Sub - 0 619 164 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 51 s t 0 0 0 174 t 0 123 0 334 A North A p 160 p p p r r 0 206 37 Cannon Road 0 Subtotals 619 243 Total 862 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/15 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 1 1 1 1 0 0 0 0 1 0 1 Capacity 0 2000 1800 1800 2000 0 0 0 0 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 812 84 145 535 0 0 0 0 108 0 447 Adjusted Hourly Volume 0 812 84 145 535 0 0 0 0 108 0 302 Utilization Factor 0.00 0.41 0.05 0.08 0.27 0.00 0.00 0.00 0.00 0.06 0.00 0.17 Critical Factors 0.41 0.08 0.00 0.17 ICU Ratio = 0.76 LOS = C Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 2084 Total Name : FDS 680 1404 Subtotals 0 Sub - 0 535 145 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 447 s t 0 0 0 555 t 0 108 0 747 A North A p 192 p p p r r 0 812 84 Cannon Road 0 Subtotals 535 896 Total 1431 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/15 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:010110000101 6:30 AM 04152992000014045226 6:45 AM 0341228134000037035280 7:00 AM 029522143000032012243 7:15 AM 039929164000029010280 7:30 AM 044948178000039014332 7:45 AM 063750136000034010300 8:00 AM 0601237141000021017288 8:15 AM 0551431133000017018268 8:30 AM 059727132000018020263 8:45 AM 0871430117000025023296 9:00 AM 062143899000013016242 9:15 AM 06372277000012026207 Volumes 0 636 115 391 1546 000029102463225 Approach %0.00 84.69 15.31 20.19 79.81 0.00 #DIV/0! #DIV/0! #DIV/0! 54.19 0.00 45.81 App/Depart 751 / 882 1937 / 1837 0 / 506 537 / 0 Peak Volumes 02063716461900001230511200 Approach %0.00 84.77 15.23 20.95 79.05 0.00 #DIV/0! #DIV/0! #DIV/0! 70.69 0.00 29.31 Pk Hr FACTOR:0.9036 AM Pk Hr at: PM 3:30 PM 01452245147000022059440 3:45 PM 01751343129000013056429 4:00 PM 01872738152000025075504 4:15 PM 01801139150000019083482 4:30 PM 0143212482000021064355 4:45 PM 01692330136000022087467 5:00 PM 02142234149000026094539 5:15 PM 018126381320000280159564 5:30 PM 020113371150000300110506 5:45 PM 02162336139000024084522 6:00 PM 01952033102000024073447 6:15 PM 01751828122000023055421 Volumes 0 2181 239 425 1555 000027709995676 Approach %0.00 90.12 9.88 21.46 78.54 0.00 #DIV/0! #DIV/0! #DIV/0! 21.71 0.00 78.29 App/Depart 2420 / 3180 1980 / 1832 0 / 664 1276 / 0 Peak Volumes 081284145535000010804472131 Approach %0.00 90.63 9.38 21.32 78.68 0.00 #DIV/0! #DIV/0! #DIV/0! 19.46 0.00 80.54 Pk Hr FACTOR:0.9446 PM Pk Hr at: 0.94 0.93 0.00 0.74 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.84 0.87 0.00 0.82 715 Carlsbad Blvd. 07/22/2015 Carlsbad Cannon Rd. WEDNESDAY 15-1194-024 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 25 Intersection Location: Carlsbad Boulevard & Poinsettia Lane Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right 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 5 225 109 55 573 22 11 30 8 435 0 82 Adjusted Hourly Volume 5 225 109 55 595 0 11 30 8 435 0 82 Utilization Factor 0.00 0.06 0.06 0.02 0.15 0.00 0.01 0.02 0.00 0.12 0.00 0.05 Critical Factors 0.00 0.15 0.02 0.12 ICU Ratio = 0.39 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1012 Total Name : FDS 650 362 Subtotals 0 Sub - 22 573 55 Sub - Totals totals totals Totals W E e38 a s87 0 11 82 s t 49 30 0 517 t 8 435 13 1078 ANorthA p 561 p p p r r 5 225 109 Poinsettia Lane 5 Subtotals 594 339 Total 933 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/15 8:30 AM 7:30 AM Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 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 2 622 208 121 567 51 6 27 24 289 0 200 Adjusted Hourly Volume 2 622 208 121 618 0 6 27 24 289 0 200 Utilization Factor 0.00 0.16 0.12 0.03 0.15 0.00 0.00 0.01 0.01 0.08 0.00 0.11 Critical Factors 0.16 0.03 0.01 0.11 ICU Ratio = 0.41 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1680 Total Name : FDS 739 941 Subtotals 2 Sub - 51 567 121 Sub - Totals totals totals Totals W E e59 a s 116 0 6 200 s t 57 27 0 489 t 24 289 15 1000 ANorthA p 511 p p p r r 2 622 208 Poinsettia Lane 2 Subtotals 606 832 Total 1438 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/15 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:121221111201 6:30 AM 0756782214034011222 6:45 AM 026131611121214409225 7:00 AM 2281719136432069013293 7:15 AM 043612187603271021351 7:30 AM 13420161678231114018384 7:45 AM 06833121575561123023433 8:00 AM 0 64 29 13 110 5 1 11 1 127 0 21 382 8:15 AM 45927141394 310571020356 8:30 AM 0533226117835388030365 8:45 AM 26429319213310061039344 9:00 AM 0482917102535258026295 9:15 AM 061212175928350022272 Volumes 9 623 262 204 1475 71 27 69 19 910 0 253 3922 Approach %1.01 69.69 29.31 11.66 84.29 4.06 23.48 60.00 16.52 78.25 0.00 21.75 App/Depart 894 / 903 1750 / 2404 115 / 535 1163 / 80 Peak Volumes 5 225 109 55 573 22 11 30 8 435 0 82 1555 Approach %1.47 66.37 32.15 8.46 88.15 3.38 22.45 61.22 16.33 84.14 0.00 15.86 Pk Hr FACTOR:0.8978 AM Pk Hr at: PM 3:30 PM 0 142 54 37 140 13 3 12 8 73 0 57 539 3:45 PM 2 150 52 30 139 22 1 6 9 77 0 62 550 4:00 PM 01775222147626067037516 4:15 PM 0 153 50 32 141 10 0 3 7 72 0 44 512 4:30 PM 3 126 34 12 87 5 2 10 0 51 0 40 370 4:45 PM 0 165 39 32 110 14 2 3 2 54 0 54 475 5:00 PM 2 167 49 21 119 18 2 6 1 64 0 53 502 5:15 PM 11193830105912261035403 5:30 PM 0 133 51 27 103 11 2 10 0 80 0 46 463 5:45 PM 0 159 40 20 92 18 2 5 2 50 0 50 438 6:00 PM 0102491278222226028303 6:15 PM 41254123100902060039403 Volumes 12 1718 549 298 1361 137 19 67 33 735 0 545 5474 Approach %0.53 75.38 24.09 16.59 75.78 7.63 15.97 56.30 27.73 57.42 0.00 42.58 App/Depart 2279 / 2282 1796 / 2129 119 / 914 1280 / 149 Peak Volumes 2 622 208 121 567 51 6 27 24 289 0 200 2117 Approach %0.24 74.76 25.00 16.37 76.73 6.90 10.53 47.37 42.11 59.10 0.00 40.90 Pk Hr FACTOR:0.9623 PM Pk Hr at: 0.91 0.97 0.62 0.88 330 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.84 0.85 0.68 0.87 730 Carlsbad Blvd. 08/04/2015 Carlsbad Poinsettia Ln. TUESDAY 15-1194-025 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 26 Intersection Location: Carlsbad Boulevard & Avenida Encinas Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Carlsbad 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) 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 1 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 2 1 1 2 0 0 0 0 2 0 0 Capacity 0 4000 1800 1800 4000 0 0 0 0 3600 0 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 5 257 124 12 1060 0 0 0 0 197 0 18 Adjusted Hourly Volume 5 257 26 12 1060 0 0 0 0 215 0 0 Utilization Factor 0.00 0.06 0.01 0.01 0.27 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Critical Factors 0.00 0.27 0.00 0.00 0.06 ICU Ratio = 0.43 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1356 Total Name : FDS 1072 284 Subtotals 3 Sub - 0 1060 12 Sub - Totals totals totals Totals W E e 5 a s 5 0 0 18 s t 0 0 0 215 t 0 197 0 539 A North A p 324 p p p r r 5 257 124 Avenida Encinas 5 Subtotals 1060 386 Total 1446 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/15 8:15 AM 7:15 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 0 2 1 1 2 0 0 0 0 2 0 0 Capacity 0 4000 1800 1800 4000 0 0 0 0 3600 0 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 3 721 222 33 745 0 0 0 0 170 0 27 Adjusted Hourly Volume 3 721 137 33 745 0 0 0 0 197 0 0 Utilization Factor 0.00 0.18 0.08 0.02 0.19 0.00 0.00 0.00 0.00 0.05 0.00 0.00 Critical Factors 0.18 0.02 0.00 0.00 0.05 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1551 Total Name : FDS 778 773 Subtotals 8 Sub - 0 745 33 Sub - Totals totals totals Totals W E e 3 a s 3 0 0 27 s t 0 0 0 197 t 0 170 0 597 A North A p 400 p p p r r 3 721 222 Avenida Encinas 3 Subtotals 745 946 Total 1691 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/15 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:021120000200 6:30 AM 026709900001903154 6:45 AM 02620314100003505230 7:00 AM 03810217500002202249 7:15 AM 14928325600003705379 7:30 AM 24221028800004400397 7:45 AM 084394286000063010486 8:00 AM 28236523000005303411 8:15 AM 15835220400005001351 8:30 AM 07822918300003002324 8:45 AM 077283160000045010323 9:00 AM 06624512100003102249 9:15 AM 08529212900003005280 Volumes 6 711 299 38 2272 00004590483833 Approach %0.59 69.98 29.43 1.65 98.35 0.00 #DIV/0! #DIV/0! #DIV/0! 90.53 0.00 9.47 App/Depart 1016 / 759 2310 / 2731 0 / 337 507 / 6 Peak Volumes 5 257 124 12 1060 00001970181673 Approach %1.30 66.58 32.12 1.12 98.88 0.00 #DIV/0! #DIV/0! #DIV/0! 91.63 0.00 8.37 Pk Hr FACTOR:0.8606 AM Pk Hr at: PM 3:30 PM 118357921800005609533 3:45 PM 216251919100003905459 4:00 PM 0187581116400003404458 4:15 PM 018956417200004109471 4:30 PM 017652515400003502424 4:45 PM 017342612100004809399 5:00 PM 120450415000004303455 5:15 PM 0190381217900003703459 5:30 PM 021849314200003604452 5:45 PM 020434313800002404407 6:00 PM 0193611012900003703433 6:15 PM 115464112100005506402 Volumes 5 2233 612 77 1879 00004850615352 Approach %0.18 78.35 21.47 3.94 96.06 0.00 #DIV/0! #DIV/0! #DIV/0! 88.83 0.00 11.17 App/Depart 2850 / 2294 1956 / 2364 0 / 689 546 / 5 Peak Volumes 37212223374500001700271921 Approach %0.32 76.22 23.47 4.24 95.76 0.00 #DIV/0! #DIV/0! #DIV/0! 86.29 0.00 13.71 Pk Hr FACTOR:0.901 PM Pk Hr at: 0.97 0.86 0.00 0.76 330 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.78 0.92 0.00 0.74 715 Carlsbad Blvd. 08/04/2015 Carlsbad Avenida Encinas TUESDAY 15-1194-026 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 27 Intersection Location: Rancho Santa Fe Road & La Costa Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Rancho Santa Fe 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) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 2 0 1 1 2 0 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 54 805 8 67 1840 108 145 51 67 11 91 53 Adjusted Hourly Volume 54 813 0 67 1948 0 145 0 118 11 144 0 Utilization Factor 0.02 0.14 0.00 0.02 0.32 0.00 0.04 0.00 0.07 0.01 0.04 0.00 Critical Factors 0.02 0.32 0.04 0.04 ICU Ratio = 0.52 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 : Wednesday 2940 Total Name : FDS 2015 925 Subtotals 0 Sub - 108 1840 67 Sub - Totals totals totals Totals W E e 344 a s 607 0 145 53 s t 263 51 91 155 t 67 11 0 225 A North A p 70 p p p r r 54 805 8 La Costa Avenue 0 Subtotals 1961 867 Total 2828 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 9:00 AM 8:00 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 2 1 0 1 1 1 Capacity 3600 6000 0 3600 6000 0 3600 2000 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 183 1891 48 116 1008 250 363 119 96 40 95 95 Adjusted Hourly Volume 183 1939 0 116 1258 0 363 215 0 40 95 95 Utilization Factor 0.05 0.32 0.00 0.03 0.21 0.00 0.10 0.11 0.00 0.02 0.05 0.05 Critical Factors 0.32 0.03 0.10 0.05 ICU Ratio = 0.60 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 : Wednesday 3476 Total Name : FDS 1374 2102 Subtotals 0 Sub - 250 1008 116 Sub - Totals totals totals Totals W E e 712 a s 1290 0 363 95 s t 578 119 95 230 t 96 40 0 437 A North A p 207 p p p r r 183 1891 48 La Costa Avenue 4 Subtotals 1283 2122 Total 3405 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 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:23023020.50.5120 6:30 AM 3 101 4 4 341 28 24 5 9 3 13 9 544 6:45 AM 2 126 2 7 452 24 25 7 16 2 19 6 688 7:00 AM 5 144 6 5 363 29 28 4 9 5 14 9 621 7:15 AM 8 128 3 8 396 30 32 8 6 2 21 6 648 7:30 AM 12 145 2 18 452 32 35 16 9 1 25 3 750 7:45 AM 10 163 5 14 465 28 30 13 16 4 21 11 780 8:00 AM 14 188 2 13 454 25 33 11 14 1 25 10 790 8:15 AM 16 193 1 19 491 24 29 10 20 5 24 14 846 8:30 AM 13 196 4 14 458 29 42 14 19 2 20 16 827 8:45 AM 11 228 1 21 437 30 41 16 14 3 22 13 837 9:00 AM 10 207 2 20 366 32 24 13 20 3 17 11 725 9:15 AM 14 204 3 29 363 25 28 12 22 2 18 7 727 Volumes 118 2023 35 172 5038 336 371 129 174 33 239 115 8783 Approach %5.42 92.97 1.61 3.10 90.84 6.06 55.04 19.14 25.82 8.53 61.76 29.72 App/Depart 2176 / 2509 5546 / 5245 674 / 336 387 / 693 Peak Volumes 54 805 8 67 1840 108 145 51 67 11 91 53 3300 Approach %6.23 92.85 0.92 3.33 91.32 5.36 55.13 19.39 25.48 7.10 58.71 34.19 Pk Hr FACTOR:0.9752 AM Pk Hr at: PM 3:30 PM 29 355 9 13 194 42 76 32 28 19 41 29 867 3:45 PM 24 369 9 16 188 41 60 30 25 13 42 42 859 4:00 PM 42 363 6 14 239 54 89 29 24 7 29 41 937 4:15 PM 44 437 8 24 247 60 90 24 21 10 30 24 1019 4:30 PM 46 474 5 25 233 66 98 28 25 11 32 25 1068 4:45 PM 50 458 16 32 231 59 103 32 26 13 28 20 1068 5:00 PM 42 496 13 30 261 50 85 30 20 9 21 26 1083 5:15 PM 45 463 14 29 283 75 77 29 25 7 14 24 1085 5:30 PM 40 452 7 24 269 54 70 42 28 5 19 25 1035 5:45 PM 33 382 4 20 266 50 75 41 24 8 13 24 940 6:00 PM 31 366 8 22 261 45 60 24 24 6 11 20 878 6:15 PM 32 374 5 20 283 41 65 28 41 9 14 19 931 Volumes 458 4989 104 269 2955 637 948 369 311 117 294 319 11770 Approach %8.25 89.88 1.87 6.97 76.53 16.50 58.23 22.67 19.10 16.03 40.27 43.70 App/Depart 5551 / 6256 3861 / 3383 1628 / 742 730 / 1389 Peak Volumes 183 1891 48 116 1008 250 363 119 96 40 95 95 4304 Approach %8.62 89.11 2.26 8.44 73.36 18.20 62.80 20.59 16.61 17.39 41.30 41.30 Pk Hr FACTOR:0.9917 PM Pk Hr at: 0.96 0.89 0.90 0.85 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.94 0.88 0.90 800 Rancho Santa Fe Rd. 09/16/2015 Carlsbad La Costa Ave. WEDNESDAY 15-1194-027 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 28 Intersection Location: Rancho Santa Fe Road & Calle Barcelona Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Rancho Santa Fe Road 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) 7:15 AM to 8:15 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 1 411 11 5 6 Outside 7 Free-flow Lane Settings 130130111111 Capacity 1800 6000 0 1800 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)? Y Efficiency Lost Factor 0.10 Hourly Volume 77 881 219 91 1915 305 131 165 146 245 188 175 Adjusted Hourly Volume 77 1100 0 91 2220 0 131 165 146 203 203 202 Utilization Factor 0.04 0.18 0.00 0.05 0.37 0.00 0.07 0.08 0.08 0.11 0.10 0.11 Critical Factors 0.04 0.37 0.08 0.11 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Rancho Santa Fe Road and Calle Barcelona Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 3457 Total Name : FDS 2311 1146 Subtotals 1 Sub - 305 1915 91 Sub - Totals totals totals Totals W E e 624 a s 1066 0 131 175 s t 442 165 188 608 t 146 245 0 1238 A North A p 630 p p p r r 77 881 219 Calle Barcelona 0 Subtotals 2138 1177 Total 3315 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 8:15 AM 7:15 AM Rancho Santa Fe Road 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 1 urations 3 1 1 1 11 4 11 11 5 6 Outside 7 Free-flow Lane Settings 13013011131 1 Capacity 1800 6000 0 1800 6000 0 1800 2000 1800 4680 2000 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 76 1722 175 32 991 202 344 189 90 55 39 71 Adjusted Hourly Volume 76 1897 0 32 1193 0 344 189 90 55 55 55 Utilization Factor 0.04 0.32 0.00 0.02 0.20 0.00 0.19 0.09 0.05 0.01 0.03 0.03 Critical Factors 0.32 0.02 0.19 0.03 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :Rancho Santa Fe Road and Calle Barcelona Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 3045 Total Name : FDS 1225 1820 Subtotals 5 Sub -202 991 32 Sub - Totals totals totals Totals W E e 585 a s 1208 0 344 71 s t 623 189 39 165 t 90 55 0 589 A North A p 424 p p p r r 76 1722 175 Calle Barcelona 0 Subtotals 1157 1973 Total 3130 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 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:1301301111.510.5 6:30 AM 2735 13122317112136 1466 6:45 AM 2717 7375211341519125551 7:00 AM 5 218 52 4 438 37 30 22 18 32 16 4 876 7:15 AM 27 253 115 12 401 89 44 92 17 59 46 10 1165 7:30 AM 9 237 38 15 534 91 22 32 26 54 54 34 1146 7:45 AM 24 191 48 52 498 54 29 34 33 74 43 70 1150 8:00 AM 17 200 18 12 482 71 36 7 70 58 45 61 1077 8:15 AM 36 226 12 5 446 38 19 2 47 33 19 21 904 8:30 AM 15 166 14 3 349 30 19 4 16 17 20 11 664 8:45 AM 9 205 15 3 426 49 21 4 19 28 18 5 802 9:00 AM 11 140 7 10 312 37 11 6 9 23 12 5 583 9:15 AM 11 127 12 7 330 30 16 4 16 22 9 14 598 Volumes 168 2107 343 131 4903 570 277 212 298 432 300 241 9982 Approach %6.42 80.48 13.10 2.34 87.49 10.17 35.20 26.94 37.87 44.40 30.83 24.77 App/Depart 2618 / 2625 5604 / 5633 787 / 686 973 / 1038 Peak Volumes 77 881 219 91 1915 305 131 165 146 245 188 175 4538 Approach %6.54 74.85 18.61 3.94 82.86 13.20 29.64 37.33 33.03 40.30 30.92 28.78 Pk Hr FACTOR:0.9738 AM Pk Hr at: PM 3:30 PM 13 374 32 2 245 50 60 17 27 17 14 14 865 3:45 PM 18 385 40 5 255 47 43 14 24 18 14 11 874 4:00 PM 16 421 28 12 234 39 42 18 16 22 5 15 868 4:15 PM 12 399 33 14 263 34 47 28 33 10 12 12 897 4:30 PM 14 406 33 12 256 36 57 17 20 14 11 16 892 4:45 PM 16 392 33 11 297 41 70 27 29 16 13 23 968 5:00 PM 21 379 36 10 208 60 84 40 18 17 10 19 902 5:15 PM 21 450 59 6 226 46 93 59 26 11 8 19 1024 5:30 PM 18 501 47 5 260 55 97 63 17 11 8 10 1092 5:45 PM 20 388 52 5 187 42 108 56 18 10 12 15 913 6:00 PM 10 468 33 4 235 45 65 25 22 16 10 8 941 6:15 PM 22 329 38 8 195 44 62 17 15 11 10 2 753 Volumes 201 4892 464 94 2861 539 828 381 265 173 127 164 10989 Approach %3.62 88.03 8.35 2.69 81.88 15.43 56.17 25.85 17.98 37.28 27.37 35.34 App/Depart 5557 / 5884 3494 / 3299 1474 / 939 464 / 867 Peak Volumes 76 1722 175 32 991 202 344 189 90 55 39 71 3986 Approach %3.85 87.28 8.87 2.61 80.90 16.49 55.22 30.34 14.45 33.33 23.64 43.03 Pk Hr FACTOR:0.9125 PM Pk Hr at: 0.87 0.88 0.88 0.79 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.74 0.90 0.72 0.81 715 Rancho Santa Fe Rd. 09/16/2015 Carlsbad Calle Barcelona WEDNESDAY 15-1194-028 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 29 Intersection Location: Olivenhain Road & Rancho Santa Fe Road/Camino Alvaro Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Olivenhain 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 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 4 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 2 0 1 0 0 1 1 2 1 2 2 1 Capacity 3600 0 1800 0 0 1800 1800 4000 1800 3600 4000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 235 3 125 20 4 30 8 736 165 357 1763 13 Adjusted Hourly Volume 238 0 0 0 0 54 8 736 46 357 1763 13 Utilization Factor 0.07 0.00 0.00 0.00 0.00 0.03 0.00 0.18 0.03 0.10 0.44 0.01 Critical Factors 0.07 0.03 0.00 0.44 ICU Ratio = 0.64 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 : Wednesday 90 Total Name : FDS 54 36 Subtotals 0 Sub - 30 4 20 Sub - Totals totals totals Totals W E e 1801 a s 2710 0 8 13 s t 909 736 1763 2133 t 165 357 0 3351 A North A p 1218 p p p r r Olivenhain Road 235 3 125 Rancho Santa Fe Road 0 Subtotals 404 363 Total 767 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 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) 4:15 PM to 5:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 4 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 2 0 1 0 0 1 1 2 1 2 2 1 Capacity 3600 0 1800 0 0 1800 1800 4000 1800 3600 4000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 222 8 417 8 4 16 9 1543 369 244 976 27 Adjusted Hourly Volume 230 0 0 0 0 28 9 1543 254 244 976 27 Utilization Factor 0.06 0.00 0.00 0.00 0.00 0.02 0.01 0.39 0.14 0.07 0.24 0.02 Critical Factors 0.06 0.02 0.39 0.07 ICU Ratio = 0.64 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 : Wednesday 72 Total Name : FDS 28 44 Subtotals 0 Sub - 16 4 8 Sub - Totals totals totals Totals W E e 1000 a s 2921 1 9 27 s t 1921 1543 976 1247 t 369 244 2 3449 A North A p 2202 p p p r r Olivenhain Road 222 8 417 Rancho Santa Fe Road 0 Subtotals 597 647 Total 1244 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 5:15 PM 4:15 PM N-S STREET: DATE: LOCATION: E-W STREET: DAY: PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1.50.51010121221 6:30 AM 19119414111928602842542 6:45 AM 22022227213724663405629 7:00 AM 20020514615429962991635 7:15 AM 24125225318030853184679 7:30 AM 410243122193321253522777 7:45 AM 450296235191411314075865 8:00 AM 501306162170421223932825 8:15 AM 590323091172411004523872 8:30 AM 66133616417828664666861 8:45 AM 60130529121654694522901 9:00 AM 68224415518941603635767 9:15 AM 74128518621642763262785 Volumes 548 8 316 51 15 68 38 2115 432 1056 4452 39 9138 Approach %62.84 0.92 36.24 38.06 11.19 50.75 1.47 81.82 16.71 19.04 80.26 0.70 App/Depart 872 / 85 134 / 1503 2585 / 2482 5547 / 5068 Peak Volumes 235 3 125 20 4 30 8 736 165 357 1763 13 3459 Approach %64.74 0.83 34.44 37.04 7.41 55.56 0.88 80.97 18.15 16.74 82.65 0.61 Pk Hr FACTOR:0.9598 AM Pk Hr at: PM 3:30 PM 69176221231365282125776 3:45 PM 67189132430876412154811 4:00 PM 600111225139180552307944 4:15 PM 6521041122405875923811977 4:30 PM 581101403137585662187919 4:45 PM 544104116439196602684993 5:00 PM 4511082252372101592525954 5:15 PM 5021063122346104502302898 5:30 PM 543966133335122452013872 5:45 PM 522992422375104421826872 6:00 PM 55560515235385411525769 6:15 PM 41265222438396541388797 Volumes 670 24 1119 31 20 38 29 4347 1101 600 2536 67 10582 Approach %36.96 1.32 61.72 34.83 22.47 42.70 0.53 79.37 20.10 18.73 79.18 2.09 App/Depart 1813 / 120 89 / 1721 5477 / 5497 3203 / 3244 Peak Volumes 222 8 417 8 4 16 9 1543 369 244 976 27 3843 Approach %34.31 1.24 64.45 28.57 14.29 57.14 0.47 80.32 19.21 19.57 78.27 2.17 Pk Hr FACTOR:0.9675 PM Pk Hr at: Olivehain Rd. 0.95 0.78 0.97 0.94 415 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.91 0.84 0.84 0.96 800 Rancho Santa Fe Rd. - 09/16/2015 Carlsbad Camino Alvaro Rancho Santa Fe Rd. - WEDNESDAY 15-1194-029 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 30 Intersection Location: Carlsbad Village Drive & State Street Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Carlsbad Village Drive at State Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 0 1 0 0 1 2 0 1 2 0 Capacity 1800 0 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 35 18 10 65 24 20 18 260 16 21 315 49 Adjusted Hourly Volume 63 28 0 109 0 0 18 276 0 21 364 0 Utilization Factor 0.04 0.00 0.00 0.06 0.00 0.00 0.01 0.07 0.00 0.01 0.09 0.00 Critical Factors 0.00 0.00 0.06 0.01 0.09 ICU Ratio = 0.26 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day : Thursday 241 Total Name : FDS 109 132 Subtotals 0 Sub - 20 24 65 Sub - Totals totals totals Totals W E e 353 a s 647 0 18 49 s t 294 260 315 385 t 16 21 0 676 A North A p 291 p p p r r 35 18 10 Carlsbad Village Drive 0 Subtotals 75 63 Total 138 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 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) 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 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 0 1 0 0 1 2 0 1 2 0 Capacity 1800 0 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 36 29 27 116 58 29 30 467 32 31 469 66 Adjusted Hourly Volume 92 0 0 203 0 0 30 499 0 31 535 0 Utilization Factor 0.05 0.00 0.00 0.11 0.00 0.00 0.02 0.12 0.00 0.02 0.13 0.00 Critical Factors 0.00 0.00 0.11 0.02 0.13 ICU Ratio = 0.36 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day : Thursday 414 Total Name : FDS 203 211 Subtotals 0 Sub - 29 58 116 Sub - Totals totals totals Totals W E e 528 a s 1057 0 30 66 s t 529 467 469 566 t 32 31 0 1091 A North A p 525 p p p r r 36 29 27 Carlsbad Village Drive 0 Subtotals 126 92 Total 218 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 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:010010120120 6:30 AM 1117340172042886 6:45 AM 74186118903688196 7:00 AM 2 4 0 14 5 1 0 36 4 2 63 10 141 7:15 AM 4 1 2 11 5 2 1 36 1 4 73 7 147 7:30 AM 11 0 3 12 4 9 6 52 5 4 77 20 203 7:45 AM 5 4 3 13 4 4 2 57 2 3 70 12 179 8:00 AM 6 1 1 11 7 5 4 57 5 3 71 8 179 8:15 AM 1 5 3 15 8 2 4 80 5 0 78 12 213 8:30 AM 5 3 2 15 8 3 1 57 4 0 78 12 188 8:45 AM 7 4 0 13 8 6 3 58 2 7 102 8 218 9:00 AM 11 5 3 17 3 8 7 67 7 8 77 13 226 9:15 AM 12 6 5 20 5 3 7 78 3 6 58 16 219 Volumes 72 38 24 156 66 48 36 684 40 40 857 134 2195 Approach %53.73 28.36 17.91 57.78 24.44 17.78 4.74 90.00 5.26 3.88 83.12 13.00 App/Depart 134 / 208 270 / 146 760 / 864 1031 / 977 Peak Volumes 35 18 10 65 24 20 18 260 16 21 315 49 851 Approach %55.56 28.57 15.87 59.63 22.02 18.35 6.12 88.44 5.44 5.45 81.82 12.73 Pk Hr FACTOR:0.9414 AM Pk Hr at: PM 3:30 PM 13 5 5 17 16 13 9 136 2 3 108 13 340 3:45 PM 9 1 3 25 9 10 7 129 9 9 118 9 338 4:00 PM 9 3 2 16 14 9 6 132 10 6 100 9 316 4:15 PM 12 5 1 12 10 3 6 130 9 13 115 10 326 4:30 PM 6 5 3 18 6 12 10 119 7 6 114 15 321 4:45 PM 8 11 10 37 28 9 6 124 5 5 110 15 368 5:00 PM 11 6 3 29 4 6 7 141 13 10 115 15 360 5:15 PM 11 5 7 22 14 6 5 105 8 6 123 16 328 5:30 PM 6 7 7 28 12 8 12 97 6 10 121 20 334 5:45 PM 9 2 3 18 15 13 13 135 6 6 127 19 366 6:00 PM 6 4 5 24 11 4 10 117 7 4 129 15 336 6:15 PM 7 6 2 18 8 9 5 121 3 6 136 15 336 Volumes 107 60 51 264 147 102 96 1486 85 84 1416 171 4069 Approach %49.08 27.52 23.39 51.46 28.65 19.88 5.76 89.14 5.10 5.03 84.74 10.23 App/Depart 218 / 327 513 / 316 1667 / 1801 1671 / 1625 Peak Volumes 36 29 27 116 58 29 30 467 32 31 469 66 1390 Approach %39.13 31.52 29.35 57.14 28.57 14.29 5.67 88.28 6.05 5.48 82.86 11.66 Pk Hr FACTOR:0.9443 PM Pk Hr at: State St. 07/16/2015 Carlsbad Carlsbad Village Dr. THURSDAY 15-1194-030 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.68 0.97 0.84 0.82 830 0.79 0.69 0.82 0.94 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 31 Intersection Location: Carlsbad Village Drive & Harding Street Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Carlsbad Village 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 31 41 66 111 12 3 9 421 27 108 594 96 Adjusted Hourly Volume 0 0 138 126 0 0 9 448 0 108 690 0 Utilization Factor 0.00 0.00 0.08 0.07 0.00 0.00 0.01 0.11 0.00 0.06 0.17 0.00 Critical Factors 0.08 0.07 0.01 0.17 ICU Ratio = 0.43 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day : Thursday 374 Total Name : FDS 126 248 Subtotals 0 Sub - 3 12 111 Sub - Totals totals totals Totals W E e 606 a s 1063 0 996s t 457 421 594 798 t 27 108 7 1386 A North A p 588 p p p r r 31 41 66 Carlsbad Village Drive 0 Subtotals 77 138 Total 215 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 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) 4:15 PM to 5:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 1 1 0 0 1 2 0 1 2 0 Capacity 0 0 1800 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 37 82 112 117 36 4 21 824 30 124 790 105 Adjusted Hourly Volume 0 119 231 157 0 0 21 854 0 124 895 0 Utilization Factor 0.00 0.00 0.13 0.09 0.00 0.00 0.01 0.21 0.00 0.07 0.22 0.00 Critical Factors 0.13 0.09 0.21 0.07 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day : Thursday 462 Total Name : FDS 157 305 Subtotals 0 Sub - 4 36 117 Sub - Totals totals totals Totals W E e 814 a s 1689 1 21 105 s t 875 824 790 1019 t 30 124 12 2067 A North A p 1048 p p p r r 37 82 112 Carlsbad Village Drive 0 Subtotals 115 231 Total 346 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 5:15 PM 4:15 PM N-S STREET: DATE: LOCATION: E-W STREET: DAY: PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:010010120120 6:30 AM 261172014228769166 6:45 AM 3510711241616609161 7:00 AM 2 8 14 11 2 1 3 54 3 12 87 13 210 7:15 AM 5 142013 1 2 2 60 2 148516234 7:30 AM 2 102116 3 1 1 76 5 108914248 7:45 AM 4 11 25 14 2 0 4 87 2 14 133 21 317 8:00 AM 8 12 24 21 1 1 1 105 1 20 131 20 345 8:15 AM 5 14 21 25 4 2 5 104 4 15 128 33 360 8:30 AM 9 10 14 30 1 1 2 101 1 21 154 26 370 8:45 AM 11 11 19 29 2 0 3 103 8 31 147 21 385 9:00 AM 7 8 13 24 3 1 2 89 11 27 141 28 354 9:15 AM 4 12 20 28 6 1 2 128 7 29 152 21 410 Volumes 62 121 212 225 28 11 28 990 52 217 1383 231 3560 Approach %15.70 30.63 53.67 85.23 10.61 4.17 2.62 92.52 4.86 11.85 75.53 12.62 App/Depart 395 / 380 264 / 297 1070 / 1427 1831 / 1456 Peak Volumes 31 41 66 111 12 3 9 421 27 108 594 96 1519 Approach %22.46 29.71 47.83 88.10 9.52 2.38 1.97 92.12 5.91 13.53 74.44 12.03 Pk Hr FACTOR:0.9262 AM Pk Hr at: PM 3:30 PM 4 13 28 23 11 0 2 187 5 28 206 25 532 3:45 PM 2 16 21 24 7 1 3 198 7 26 176 33 514 4:00 PM 6 14 25 28 11 2 2 230 4 28 164 32 546 4:15 PM 9 21 24 41 14 1 6 203 11 30 195 27 582 4:30 PM 11 25 26 24 8 0 4 222 7 32 224 31 614 4:45 PM 10 20 30 24 5 1 7 185 4 32 195 24 537 5:00 PM 7 16 32 28 9 2 4 214 8 30 176 23 549 5:15 PM 4 14 25 32 13 3 9 208 5 38 161 16 528 5:30 PM 8 21 28 30 11 6 5 222 9 38 164 22 564 5:45 PM 13 20 29 33 10 2 6 211 16 35 188 17 580 6:00 PM 11 13 30 29 7 5 3 196 13 33 191 24 555 6:15 PM 10 18 32 28 7 2 3 208 8 34 197 31 578 Volumes 95 211 330 344 113 25 54 2484 97 384 2237 305 6679 Approach %14.94 33.18 51.89 71.37 23.44 5.19 2.05 94.27 3.68 13.12 76.45 10.42 App/Depart 636 / 570 482 / 594 2635 / 3158 2926 / 2357 Peak Volumes 37 82 112 117 36 4 21 824 30 124 790 105 2282 Approach %16.02 35.50 48.48 74.52 22.93 2.55 2.40 94.17 3.43 12.17 77.53 10.30 Pk Hr FACTOR:0.9292 PM Pk Hr at: Harding St. 07/16/2015 Carlsbad Carlsbad Village Dr. THURSDAY 15-1194-031 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.84 0.90 0.83 0.99 830 0.93 0.70 0.94 0.89 415 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 32 Intersection Location: Poinsettia Lane & Aviara Parkway Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 2 2 0 1 2 0 2 1 2 1 2 0 Capacity 3600 4000 0 1800 4000 0 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 271 252 31 90 211 127 424 342 234 26 334 90 Adjusted Hourly Volume 271 283 0 90 338 0 424 342 99 26 424 0 Utilization Factor 0.08 0.07 0.00 0.05 0.08 0.00 0.12 0.17 0.03 0.01 0.11 0.00 Critical Factors 0.08 0.08 0.12 0.11 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day : Tuesday 860 Total Name : FDS 428 432 Subtotals 0 Sub - 127 211 90 Sub - Totals totals totals Totals W E e 885 a s 1885 0 424 90 s t 1000 342 334 450 t 234 26 3 846 A North A p 396 p p p r r 271 252 31 Poinsettia Lane 0 Subtotals 719 554 Total 1273 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/29/15 8:30 AM 7:30 AM Poinsettia Lane at Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 11 1 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 300 242 39 98 344 433 220 474 337 30 396 129 Adjusted Hourly Volume 300 281 0 98 344 433 220 474 187 30 525 0 Utilization Factor 0.08 0.07 0.00 0.05 0.17 0.24 0.06 0.24 0.05 0.02 0.13 0.00 Critical Factors 0.08 0.24 0.24 0.02 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day : Tuesday 1345 Total Name : FDS 875 470 Subtotals 0 Sub -433 344 98 Sub - Totals totals totals Totals W E e 1048 a s 2079 1 220 129 s t 1031 474 396 555 t 337 30 7 1091 A North A p 536 p p p r r 300 242 39 Poinsettia Lane 0 Subtotals 988 581 Total 1569 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/29/15 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:220120212120 6:30 AM 42 17 0 4 10 17 28 31 8 0 51 8 216 6:45 AM 3838 2 131824484132 1 7821354 7:00 AM 6132 1 173929484244 2 7522412 7:15 AM 6445 9 207040636764 7 7228549 7:30 AM 79 70 15 22 51 34 88 60 43 5 83 30 580 7:45 AM 77 62 4 22 62 27 128 64 59 5 80 25 615 8:00 AM 57 56 5 29 48 36 81 108 65 7 84 23 599 8:15 AM 58 64 7 17 50 30 127 110 67 9 87 12 638 8:30 AM 38 38 5 7 39 32 129 98 39 4 68 15 512 8:45 AM 72 58 5 14 25 33 114 118 53 8 68 21 589 9:00 AM 4233 3 122926879032127523464 9:15 AM 45 35 9 9 28 20 69 34 41 9 49 16 364 Volumes 673 548 65 186 469 348 1010 863 547 69 870 244 5892 Approach %52.33 42.61 5.05 18.54 46.76 34.70 41.74 35.66 22.60 5.83 73.54 20.63 App/Depart 1286 / 1802 1003 / 1085 2420 / 1114 1183 / 1891 Peak Volumes 271 252 31 90 211 127 424 342 234 26 334 90 2432 Approach %48.92 45.49 5.60 21.03 49.30 29.67 42.40 34.20 23.40 5.78 74.22 20.00 Pk Hr FACTOR:0.953 AM Pk Hr at: PM 3:30 PM 7240 3 125354437768 3 6021506 3:45 PM 6248 3 255852377468 8 7016521 4:00 PM 6042 4 245164478469 4 6631546 4:15 PM 7047 6 226173379194 6 7919605 4:30 PM 6638 3 256076398472 3 6321550 4:45 PM 76 77 11 22 88 102 57 113 96 8 89 25 764 5:00 PM 72 46 6 21 80 121 40 116 81 8 97 33 721 5:15 PM 81 73 12 27 74 116 58 126 86 7 108 38 806 5:30 PM 71 46 10 28 102 94 65 119 74 7 102 33 751 5:45 PM 8048 7 266684619293 6 7921663 6:00 PM 5236 6 325780438563 5 9018567 6:15 PM 5745 8 326474389559119018591 Volumes 819 586 79 296 814 990 565 1156 923 76 993 294 7591 Approach %55.19 39.49 5.32 14.10 38.76 47.14 21.37 43.72 34.91 5.58 72.85 21.57 App/Depart 1484 / 1445 2100 / 1813 2644 / 1531 1363 / 2802 Peak Volumes 300 242 39 98 344 433 220 474 337 30 396 129 3042 Approach %51.64 41.65 6.71 11.20 39.31 49.49 21.34 45.97 32.69 5.41 71.35 23.24 Pk Hr FACTOR:0.9435 PM Pk Hr at: Aviara Pkwy. 09/29/2015 Carlsbad Poinsettia Ln. TUESDAY 15-1194-032 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.84 0.95 0.82 0.95 730 0.88 0.98 0.95 0.91 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 33 Intersection Location: Poinsettia Lane & Paseo Del Norte Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Poinsettia 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) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 1 1 0 1 2 2 1 1 2 0 Capacity 1800 0 1800 1800 0 1800 3600 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 50 11 26 36 4 344 224 859 30 10 785 62 Adjusted Hourly Volume 50 0 37 36 0 348 224 859 30 10 847 0 Utilization Factor 0.03 0.00 0.02 0.02 0.00 0.19 0.06 0.21 0.02 0.01 0.21 0.00 Critical Factors 0.03 0.19 0.06 0.21 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Tuesday 495 Total Name : FDS 384 111 Subtotals 0 Sub - 344 4 36 Sub - Totals totals totals Totals W E e 1351 a s 2464 2 224 62 s t 1113 859 785 857 t 30 10 0 1752 A North A p 895 p p p r r 50 11 26 Poinsettia Lane 0 Subtotals 84 87 Total 171 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/15 9:30 AM 8:30 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 0 1 0 1 2 2 1 1 2 0 Capacity 1800 2000 0 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 13 6 89 9 333 357 884 43 12 959 81 Adjusted Hourly Volume 26 13 19 89 0 342 357 884 43 12 1040 0 Utilization Factor 0.01 0.01 0.00 0.05 0.00 0.19 0.10 0.22 0.02 0.01 0.26 0.00 Critical Factors 0.01 0.19 0.10 0.26 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 : Tuesday 614 Total Name : FDS 431 183 Subtotals 0 Sub - 333 9 89 Sub - Totals totals totals Totals W E e 1649 a s 2933 0 357 81 s t 1284 884 959 1052 t 43 12 0 1954 A North A p 902 p p p r r 26 13 6 Poinsettia Lane 0 Subtotals 78 45 Total 123 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/15 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:110110221120 6:30 AM 542104336111121435353 6:45 AM 722106636115111505386 7:00 AM 83160722794001588377 7:15 AM 623407740135211878465 7:30 AM 13129083301924119714546 7:45 AM 9 2 6 23 2 75 29 258 4 2 238 19 667 8:00 AM 13123164582418122012624 8:15 AM 911806261192711849535 8:30 AM 12 1 5 11 2 73 56 189 7 1 197 11 565 8:45 AM 15499177552417118516620 9:00 AM 11 1 7 12 0 116 53 237 11 2 202 19 671 9:15 AM 12554178601925620116585 Volumes 120 27 45 91 7 886 541 2197 57 19 2262 142 6394 Approach %62.50 14.06 23.44 9.25 0.71 90.04 19.36 78.60 2.04 0.78 93.36 5.86 App/Depart 192 / 710 984 / 83 2795 / 2333 2423 / 3268 Peak Volumes 50 11 26 36 4 344 224 859 30 10 785 62 2441 Approach %57.47 12.64 29.89 9.38 1.04 89.58 20.13 77.18 2.70 1.17 91.60 7.23 Pk Hr FACTOR:0.9095 AM Pk Hr at: PM 3:30 PM 12 3 2 18 2 70 71 186 10 5 190 18 587 3:45 PM 6 2 2 10 1 65 73 208 11 6 210 14 608 4:00 PM 4 2 1 25 2 70 97 174 7 4 162 14 562 4:15 PM 4 1 1 20 4 75 69 219 16 5 195 9 618 4:30 PM 3 5 2 22 2 88 88 220 9 4 238 18 699 4:45 PM 6 4 2 20 2 82 96 225 11 4 209 24 685 5:00 PM 7 1 2 25 4 76 85 238 14 2 265 19 738 5:15 PM 10 3 0 22 1 87 88 201 9 2 247 20 690 5:30 PM 7 0 2 20 2 85 87 208 7 0 188 16 622 5:45 PM 3 0 0 19 3 76 120 228 15 2 180 24 670 6:00 PM 9 3 1 18 0 104 93 249 14 3 189 24 707 6:15 PM 6 1 2 24 0 66 86 219 7 4 190 17 622 Volumes 77 25 17 243 23 944 1053 2575 130 41 2463 217 7808 Approach %64.71 21.01 14.29 20.08 1.90 78.02 28.02 68.52 3.46 1.51 90.52 7.98 App/Depart 119 / 1295 1210 / 194 3758 / 2835 2721 / 3484 Peak Volumes 26 13 6 89 9 333 357 884 43 12 959 81 2812 Approach %57.78 28.89 13.33 20.65 2.09 77.26 27.80 68.85 3.35 1.14 91.16 7.70 Pk Hr FACTOR:0.9526 PM Pk Hr at: Paseo Del Norte/ 08/04/2015 Carlsbad Poinsettia Ln. TUESDAY 15-1194-033 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.78 0.75 0.92 0.96 830 0.87 0.96 0.95 0.92 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 34 Intersection Location: Poinsettia Lane & Avenida Encinas Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Poinsettia 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 Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 0 2 2 1 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 30 69 269 190 82 53 35 157 34 420 404 156 Adjusted Hourly Volume 30 69 269 190 82 53 35 191 0 420 404 156 Utilization Factor 0.02 0.03 0.15 0.11 0.04 0.03 0.02 0.03 0.00 0.12 0.10 0.09 Critical Factors 0.15 0.11 0.03 0.12 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Tuesday 740 Total Name : FDS 325 415 Subtotals 0 Sub - 53 82 190 Sub - Totals totals totals Totals W E e 492 a s 718 0 35 156 s t 226 157 404 980 t 34 420 0 1826 A North A p 846 p p p r r 30 69 269 Poinsettia Lane 0 Subtotals 146 368 Total 514 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/15 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 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 0 2 2 1 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 90 98 436 218 115 43 68 224 65 458 363 298 Adjusted Hourly Volume 90 98 436 218 115 43 68 289 0 458 363 298 Utilization Factor 0.05 0.05 0.24 0.12 0.06 0.02 0.04 0.05 0.00 0.13 0.09 0.17 Critical Factors 0.24 0.12 0.04 0.17 ICU Ratio = 0.67 LOS = B Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Tuesday 990 Total Name : FDS 376 614 Subtotals 0 Sub - 43 115 218 Sub - Totals totals totals Totals W E e 474 a s 831 0 68 298 s t 357 224 363 1119 t 65 458 0 2237 A North A p 1118 p p p r r 90 98 436 Poinsettia Lane 0 Subtotals 270 624 Total 894 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/15 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:111111130221 6:30 AM 4 6 29 14 8 6 2 26 7 29 30 25 186 6:45 AM 2 7 30 21 9 5 5 24 7 42 29 32 213 7:00 AM 5 10543011 4 2 28 5 414135266 7:15 AM 2 11412910 7 6 32 8 544536281 7:30 AM 6 8 42 42 14 11 3 30 11 65 88 43 363 7:45 AM 3 12664116 6 2 2910608041366 8:00 AM 2 15602420 9 5 3214858732385 8:15 AM 5 1365282114 2 3016877530386 8:30 AM 8 1675542510 8 33131058033460 8:45 AM 11 14 59 50 21 11 11 36 9 100 133 39 494 9:00 AM 7 20604514131045 610410443471 9:15 AM 4 19 75 41 22 19 6 43 6 111 87 41 474 Volumes 59 151 656 419 191 115 62 388 112 883 879 430 4345 Approach %6.81 17.44 75.75 57.79 26.34 15.86 11.03 69.04 19.93 40.28 40.10 19.62 App/Depart 866 / 643 725 / 1186 562 / 1463 2192 / 1053 Peak Volumes 30 69 269 190 82 53 35 157 34 420 404 156 1899 Approach %8.15 18.75 73.10 58.46 25.23 16.31 15.49 69.47 15.04 42.86 41.22 15.92 Pk Hr FACTOR:0.961 AM Pk Hr at: PM 3:30 PM 19 22 78 41 28 15 8 63 16 60 59 49 458 3:45 PM 20 19 89 30 24 13 11 41 16 85 60 54 462 4:00 PM 17 14 103 29 29 16 10 54 12 87 65 65 501 4:15 PM 18 21 111 42 33 14 14 58 17 104 87 60 579 4:30 PM 20 20 104 41 30 10 19 45 15 121 85 85 595 4:45 PM 25 29 122 54 32 11 13 54 20 122 89 87 658 5:00 PM 24 24 104 58 28 9 22 65 14 104 99 60 611 5:15 PM 21 25 106 65 25 13 14 60 16 111 90 66 612 5:30 PM 14 21 103 60 24 16 19 66 13 103 87 59 585 5:45 PM 19 28 104 66 29 14 20 39 11 90 75 65 560 6:00 PM 20 30 122 43 30 11 21 43 11 99 74 60 564 6:15 PM 25 29 107 41 32 8 14 41 17 89 76 69 548 Volumes 242 282 1253 570 344 150 185 629 178 1175 946 779 6733 Approach %13.62 15.87 70.51 53.57 32.33 14.10 18.65 63.41 17.94 40.52 32.62 26.86 App/Depart 1777 / 1246 1064 / 1697 992 / 2452 2900 / 1338 Peak Volumes 90 98 436 218 115 43 68 224 65 458 363 298 2476 Approach %14.42 15.71 69.87 57.98 30.59 11.44 19.05 62.75 18.21 40.93 32.44 26.63 Pk Hr FACTOR:0.9407 PM Pk Hr at: Avenida Encinas 08/04/2015 Carlsbad Poinsettia Ln. TUESDAY 15-1194-034 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.91 0.93 0.90 830 0.89 0.91 0.88 0.94 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 35 Intersection Location: Melrose Drive & Alga Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 0 2 1 1 0 Capacity 1800 6000 0 1800 6000 0 1800 0 3600 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 574 1100 14 4 625 141 150 12 441 23 37 17 Adjusted Hourly Volume 574 1114 0 4 766 0 150 0 453 23 54 0 Utilization Factor 0.32 0.19 0.00 0.00 0.13 0.00 0.08 0.00 0.13 0.01 0.03 0.00 Critical Factors 0.32 0.13 0.13 0.01 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Tuesday 1889 Total Name : FDS 770 1119 Subtotals 2 Sub - 141 625 4 Sub - Totals totals totals Totals W E e 345 a s 948 0 150 17 s t 603 12 37 77 t 441 23 0 128 A North A p 51 p p p r r 574 1100 14 Alga Road 17 Subtotals 1623 1688 Total 3311 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 0 2 1 1 0 Capacity 1800 6000 0 1800 6000 0 1800 0 3600 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 408 653 5 21 897 90 125 28 530 21 11 5 Adjusted Hourly Volume 408 658 0 21 987 0 125 0 558 21 16 0 Utilization Factor 0.23 0.11 0.00 0.01 0.16 0.00 0.07 0.00 0.16 0.01 0.01 0.00 Critical Factors 0.23 0.16 0.16 0.01 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Tuesday 1684 Total Name : FDS 1008 676 Subtotals 3 Sub - 90 897 21 Sub - Totals totals totals Totals W E e 271 a s 954 0 125 5 s t 683 28 11 37 t 530 21 0 94 A North A p 57 p p p r r 408 653 5 Alga Road 45 Subtotals 1790 1066 Total 2856 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/16/15 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:13013010.51.5110 6:30 AM 28 80 0 0 67 14 15 0 43 1 1 1 250 6:45 AM 32 104 0 0 119 18 18 1 51 3 4 1 351 7:00 AM 52 138 1 1 127 22 15 0 88 4 5 2 455 7:15 AM 94 155 2 1 141 16 34 2 138 12 3 4 602 7:30 AM 119 229 0 0 153 39 35 3 167 8 2 6 761 7:45 AM 159 321 1 0 153 19 38 0 77 3 3 3 777 8:00 AM 143 326 3 3 152 35 47 1 93 4 14 3 824 8:15 AM 153 224 10 1 167 48 30 8 104 8 18 5 776 8:30 AM 121 229 5 4 158 36 39 6 107 2 31 5 743 8:45 AM 105 179 3 2 139 19 49 4 105 9 2 6 622 9:00 AM 82 100 0 1 112 28 16 0 52 2 1 0 394 9:15 AM 58 95 2 1 77 21 16 2 102 4 5 2 385 Volumes 1146 2180 27 14 1565 315 352 27 1127 60 89 38 6940 Approach %34.18 65.02 0.81 0.74 82.63 16.63 23.37 1.79 74.83 32.09 47.59 20.32 App/Depart 3353 / 2570 1894 / 2752 1506 / 68 187 / 1550 Peak Volumes 574 1100 14 4 625 141 150 12 441 23 37 17 3138 Approach %34.00 65.17 0.83 0.52 81.17 18.31 24.88 1.99 73.13 29.87 48.05 22.08 Pk Hr FACTOR:0.9521 AM Pk Hr at: PM 3:30 PM 67 88 0 2 82 5 16 3 67 0 6 1 337 3:45 PM 130 154 1 5 149 21 35 1 92 2 1 3 594 4:00 PM 103 130 0 5 162 12 27 4 103 3 0 1 550 4:15 PM 133 173 1 1 181 17 29 8 115 4 3 2 667 4:30 PM 112 154 1 7 186 23 34 1 132 5 1 2 658 4:45 PM 101 143 0 6 192 29 21 2 126 6 0 0 626 5:00 PM 119 168 0 9 191 31 28 4 111 6 2 1 670 5:15 PM 80 149 2 6 269 23 47 9 139 3 6 2 735 5:30 PM 116 171 2 4 239 19 33 7 157 5 1 1 755 5:45 PM 93 165 1 2 198 17 17 8 123 7 2 1 634 6:00 PM 84 162 0 2 167 22 24 11 97 5 3 1 578 6:15 PM 80 119 1 0 155 18 15 9 103 4 2 1 507 Volumes 1218 1776 9 49 2171 237 326 67 1365 50 27 16 7311 Approach %40.56 59.14 0.30 1.99 88.36 9.65 18.54 3.81 77.65 53.76 29.03 17.20 App/Depart 3003 / 2118 2457 / 3586 1758 / 125 93 / 1482 Peak Volumes 408 653 5 21 897 90 125 28 530 21 11 5 2794 Approach %38.27 61.26 0.47 2.08 88.99 8.93 18.30 4.10 77.60 56.76 29.73 13.51 Pk Hr FACTOR:0.9252 PM Pk Hr at: 0.92 0.85 0.87 0.84 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.88 0.89 0.74 0.62 730 Melrose Dr. 09/16/2015 Carlsbad Alga Rd. WEDNESDAY 15-1194-035 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 36 Intersection Location: Jefferson Street & Marron Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Jefferson 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 120221110111 Capacity 1800 4000 0 3600 4000 1800 1800 2000 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 26 117 5 90 178 224 48 22 9 1 7 37 Adjusted Hourly Volume 26 122 0 90 178 224 48 22 31 1 44 0 Utilization Factor 0.01 0.03 0.00 0.03 0.04 0.12 0.03 0.01 0.00 0.00 0.02 0.00 Critical Factors 0.01 0.12 0.03 0.02 ICU Ratio = 0.28 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 736 Total Name : FDS 492 244 Subtotals 0 Sub - 224 178 90 Sub - Totals totals totals Totals W E e 279 a s 358 0 48 37 s t7922 745t 91073 ANorthA p 28 p p p r r 26 117 5 Jefferson Street 0 Subtotals 213 148 Total 361 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/15 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 90 361 9 217 324 236 233 43 62 5 49 252 Adjusted Hourly Volume 90 370 0 217 324 236 233 0 105 5 49 144 Utilization Factor 0.05 0.09 0.00 0.06 0.08 0.13 0.13 0.00 0.06 0.00 0.02 0.08 Critical Factors 0.05 0.13 0.13 0.08 ICU Ratio = 0.49 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 1607 Total Name : FDS 777 830 Subtotals 0 Sub - 236 324 217 Sub - Totals totals totals Totals W E e 520 a s 858 0 233 252 s t 338 43 49 306 t 62 5 0 363 ANorthA p 57 p p p r r 90 361 9 Jefferson Street 2 Subtotals 474 460 Total 934 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/15 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:120221110111 6:30 AM 713052828809012101 6:45 AM 8140 924545 0112 2 4133 7:00 AM 521052641917102118 7:15 AM 9300633541305015156 7:30 AM 11330103058816012160 7:45 AM 1026163299723103190 8:00 AM 142401328781412016181 8:15 AM 82801436501625025166 8:30 AM 53012054661332018203 8:45 AM 733223416311610311201 9:00 AM 82611942501054027174 9:15 AM 628128414514821111186 Volumes 98 306 6 158 415 686 128 29 57 5 15 66 1969 Approach %23.90 74.63 1.46 12.55 32.96 54.49 59.81 13.55 26.64 5.81 17.44 76.74 App/Depart 410 / 500 1259 / 477 214 / 193 86 / 799 Peak Volumes 26 117 5 90 178 224 48 22 9 1 7 37 764 Approach %17.57 79.05 3.38 18.29 36.18 45.53 60.76 27.85 11.39 2.22 15.56 82.22 Pk Hr FACTOR:0.9409 AM Pk Hr at: PM 3:30 PM 23906604141499131 941383 3:45 PM 21993508554436143 875461 4:00 PM 228927789583341821154459 4:15 PM 147415499653071311058426 4:30 PM 1875 4 609060321111 2 1450427 4:45 PM 238725087595481011675472 5:00 PM 2090 2 547554751414 1 1354466 5:15 PM 2299 3 588058501018 2 9 58467 5:30 PM 2585 2 558265541120 1 1165476 5:45 PM 248716077604172101060448 6:00 PM 346646674664271411466454 6:15 PM 20692447639298162 863376 Volumes 266 1010 32 688 955 679 532 102 182 17 133 719 5315 Approach %20.34 77.22 2.45 29.63 41.13 29.24 65.20 12.50 22.30 1.96 15.30 82.74 App/Depart 1308 / 2261 2322 / 1154 816 / 822 869 / 1078 Peak Volumes 90 361 9 217 324 236 233 43 62 5 49 252 1881 Approach %19.57 78.48 1.96 27.93 41.70 30.37 68.93 12.72 18.34 1.63 16.01 82.35 Pk Hr FACTOR:0.9879 PM Pk Hr at: 0.93 0.96 0.82 0.83 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.88 0.88 0.82 0.80 830 Marron Rd. 07/14/2015 Carlsbad Jefferson St. TUESDAY 15-1194-036 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 37 Intersection Location: Monroe Street & Marron Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 2 0 1 2 0 Capacity 1800 2000 1800 1800 2000 1800 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 78 22 25 14 8 12 18 77 50 29 74 22 Adjusted Hourly Volume 78 22 25 14 8 12 18 127 0 29 96 0 Utilization Factor 0.04 0.01 0.01 0.01 0.00 0.01 0.01 0.03 0.00 0.02 0.02 0.00 Critical Factors 0.04 0.01 0.03 0.02 ICU Ratio = 0.20 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 92 Total Name : FDS 34 58 Subtotals 0 Sub - 12 8 14 Sub - Totals totals totals Totals W E e 104 a s 249 0 18 22 s t 145 77 74 125 t 50 29 0 256 A North A p 131 p p p r r 78 22 25 Marron Road 0 Subtotals 136 125 Total 261 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/15 9:30 AM 8:30 AM Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 2 0 1 2 0 1 2 0 Capacity 1800 2000 1800 1800 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 123 55 71 108 68 67 44 243 156 65 249 100 Adjusted Hourly Volume 123 55 71 108 68 0 44 399 0 65 349 0 Utilization Factor 0.07 0.03 0.04 0.06 0.02 0.00 0.02 0.10 0.00 0.04 0.09 0.00 Critical Factors 0.04 0.06 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 506 Total Name : FDS 243 263 Subtotals 0 Sub - 67 68 108 Sub - Totals totals totals Totals W E e 360 a s 803 0 44 100 s t 443 243 249 414 t 156 65 0 793 A North A p 379 p p p r r 123 55 71 Marron Road 0 Subtotals 347 249 Total 596 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/15 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:120120120120 6:30 AM 16241121922713381 6:45 AM 1932023093611132100 7:00 AM 112313311132711590 7:15 AM 102222221321410474 7:30 AM 181521131614214784 7:45 AM 202810421419519498 8:00 AM 21511211121139135103 8:15 AM 25210522124113202107 8:30 AM 243721322576213104 8:45 AM 2164342520119146105 9:00 AM 1458615413146195100 9:15 AM 1986322719188208120 Volumes 218 41 70 28 20 30 29 194 218 77 187 54 1166 Approach %66.26 12.46 21.28 35.90 25.64 38.46 6.58 43.99 49.43 24.21 58.81 16.98 App/Depart 329 / 124 78 / 315 441 / 292 318 / 435 Peak Volumes 78222514 8 12187750297422429 Approach %62.40 17.60 20.00 41.18 23.53 35.29 12.41 53.10 34.48 23.20 59.20 17.60 Pk Hr FACTOR:0.8938 AM Pk Hr at: PM 3:30 PM 22 11 21 22 17 20 9 42 21 11 69 19 284 3:45 PM 20 13 25 13 19 13 6 41 28 13 60 21 272 4:00 PM 25 19 24 16 13 16 9 58 26 16 54 24 300 4:15 PM 24 14 26 14 22 17 5 54 33 17 41 25 292 4:30 PM 29 10 22 21 20 11 7 65 30 13 42 32 302 4:45 PM 33 11 20 25 17 13 11 60 41 19 66 30 346 5:00 PM 30 13 21 30 19 19 10 66 43 17 60 26 354 5:15 PM 32 16 14 29 13 14 14 63 39 13 65 24 336 5:30 PM 28 15 16 24 19 21 9 54 33 16 58 20 313 5:45 PM 25 18 13 25 13 20 6 50 30 13 57 22 292 6:00 PM 21 13 18 20 11 19 11 43 42 19 75 13 305 6:15 PM 14 19 13 22 8 12 7 41 21 14 69 16 256 Volumes 303 172 233 261 191 195 104 637 387 181 716 272 3652 Approach %42.80 24.29 32.91 40.34 29.52 30.14 9.22 56.47 34.31 15.48 61.25 23.27 App/Depart 708 / 548 647 / 759 1128 / 1131 1169 / 1214 Peak Volumes 123 55 71 108 68 67 44 243 156 65 249 100 1349 Approach %49.40 22.09 28.51 44.44 27.98 27.57 9.93 54.85 35.21 15.70 60.14 24.15 Pk Hr FACTOR:0.9527 PM Pk Hr at: 0.97 0.89 0.93 0.90 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.92 0.71 0.82 0.87 830 Monroe St. 07/14/2015 Carlsbad Marron Rd. TUESDAY 15-1194-037 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 38 Intersection Location: Cannon Road & Paseo Del Norte Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Cannon Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 2 0 1 0 0 0 0 2 0 1 3 0 Capacity 3600 0 1800 0 0 0 0 4000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 91 0 72 0 0 0 0 973 407 81 538 0 Adjusted Hourly Volume 91 0 0 0 0 0 0 1380 0 81 538 0 Utilization Factor 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.00 0.05 0.09 0.00 Critical Factors 0.03 0.00 0.00 0.35 0.05 ICU Ratio = 0.53 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 538 a s 1918 0 0 0 s t 1380 973 538 619 t 407 81 0 1745 A North A p 1126 p p p r r 91 0 72 Cannon Road 0 Subtotals 498 163 Total 661 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/15 8:30 AM 7:30 AM Cannon Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 2 0 1 0 0 0 0 2 0 1 3 0 Capacity 3600 0 1800 0 0 0 0 4000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 525 0 163 0 0 0 0 651 312 116 1180 0 Adjusted Hourly Volume 525 0 47 0 0 0 0 963 0 116 1180 0 Utilization Factor 0.15 0.00 0.03 0.00 0.00 0.00 0.00 0.24 0.00 0.06 0.20 0.00 Critical Factors 0.15 0.00 0.00 0.24 0.06 ICU Ratio = 0.55 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 1180 a s 2143 0 0 0 s t 963 651 1180 1296 t 312 116 0 2226 A North A p 930 p p p r r 525 0 163 Cannon Road 0 Subtotals 837 688 Total 1525 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/15 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:201000020130 6:30 AM 501000011432121040268 6:45 AM 505000013668191460379 7:00 AM 1405000014271201160368 7:15 AM 2706000015278191340416 7:30 AM 130190000209114251560536 7:45 AM 190110000315114241400623 8:00 AM 230210000256101191270547 8:15 AM 36021000019378131150456 8:30 AM 32019000022874181300501 8:45 AM 37020000024996211490572 9:00 AM 43030000027765181060539 9:15 AM 52035000024358171300535 Volumes 306019300002514 949 225 1553 0 5740 Approach %61.32 0.00 38.68 #DIV/0! #DIV/0! #DIV/0! 0.00 72.60 27.40 12.65 87.35 0.00 App/Depart 499 / 0 0 / 1174 3463 / 2707 1778 / 1859 Peak Volumes 9107200009734078153802162 Approach %55.83 0.00 44.17 #DIV/0! #DIV/0! #DIV/0! 0.00 70.51 29.49 13.09 86.91 0.00 Pk Hr FACTOR:0.8676 AM Pk Hr at: PM 3:30 PM 112039000016277222260638 3:45 PM 126047000015490252240666 4:00 PM 93038000014271232060573 4:15 PM 120056000013563182120604 4:30 PM 128053000014485162780704 4:45 PM 90039000016073202410623 5:00 PM 164050000015269292870751 5:15 PM 133029000016763293460767 5:30 PM 114041000016984273210756 5:45 PM 114043000016396312260673 6:00 PM 126031000014552162280598 6:15 PM 95019000012966211750505 Volumes 1415 0 485 00001822 889 277 2970 0 7858 Approach %74.47 0.00 25.53 #DIV/0! #DIV/0! #DIV/0! 0.00 67.21 32.79 8.53 91.47 0.00 App/Depart 1900 / 0 0 / 1166 2711 / 2307 3247 / 4385 Peak Volumes 525016300006513121161180 0 2947 Approach %76.31 0.00 23.69 #DIV/0! #DIV/0! #DIV/0! 0.00 67.60 32.40 8.95 91.05 0.00 Pk Hr FACTOR:0.9606 PM Pk Hr at: 0.80 0.00 0.93 0.86 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.71 0.00 0.80 0.85 730 Paseo Del Norte 07/22/2015 Carlsbad Cannon Rd. WEDNESDAY 15-1194-038 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 39 Intersection Location: Cannon Road & Faraday Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data Cannon 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) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 0 0 0 1 1 1 1 1 1 0 Capacity 1800 0 0 0 0 1800 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 145 1 9 0 0 4 4 152 348 44 759 8 Adjusted Hourly Volume 155 0 0 0 0 4 4 152 348 44 767 0 Utilization Factor 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.19 0.02 0.38 0.00 Critical Factors 0.09 0.00 0.00 0.38 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day : Thursday 14 Total Name : FDS 4 10 Subtotals 0 Sub - 4 0 0 Sub - Totals totals totals Totals W E e 766 a s 1270 1 4 8 s t 504 152 759 811 t 348 44 1 1015 A North A p 204 p p p r r 145 1 9 Cannon Road 0 Subtotals 494 155 Total 649 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. Note: The lane configurations shown reflect temporary construction conditions. 07/23/15 8:15 AM 7:15 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) 4:45 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 1 1 1 Config - (left) 2 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 0 0 0 1 1 1 1 1 1 0 Capacity 1800 0 0 0 0 1800 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 489 1 62 0 0 2 8 794 140 2 396 0 Adjusted Hourly Volume 552 0 0 0 0 2 8 794 140 2 396 0 Utilization Factor 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.08 0.00 0.20 0.00 Critical Factors 0.31 0.00 0.40 0.00 ICU Ratio = 0.81 LOS = D Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day : Thursday 11 Total Name : FDS 2 9 Subtotals 0 Sub - 2 0 0 Sub - Totals totals totals Totals W E e 398 a s 1340 8 8 0 s t 942 794 396 398 t 140 2 0 1256 A North A p 858 p p p r r 489 1 62 Cannon Road 0 Subtotals 629 552 Total 1181 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. Note: The lane configurations shown reflect temporary construction conditions. 07/23/15 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:1.330.330.33010121120 6:30 AM 19210010285821251237 6:45 AM 20020001246551550272 7:00 AM 24031000266052141334 7:15 AM 41030021337681662332 7:30 AM 421200003085111631335 7:45 AM 2901001135101102083389 8:00 AM 330300125486152222418 8:15 AM 30020004418561255298 8:30 AM 320100145687131332329 8:45 AM 280400186610871061329 9:00 AM 24020102581017874286 9:15 AM 21050105548931112291 Volumes 343 3 29 1 2 7 28 505 1001 92 1815 24 3850 Approach %91.47 0.80 7.73 10.00 20.00 70.00 1.83 32.92 65.25 4.76 93.99 1.24 App/Depart 375 / 55 10 / 1095 1534 / 535 1931 / 2165 Peak Volumes 1451900441523484475981474 Approach %93.55 0.65 5.81 0.00 0.00 100.00 0.79 30.16 69.05 5.43 93.59 0.99 Pk Hr FACTOR:0.8816 AM Pk Hr at: PM 3:30 PM 73034031177313881384 3:45 PM 64131211155343920357 4:00 PM 79081132180304761385 4:15 PM 83071001147433860371 4:30 PM 95161000176410780398 4:45 PM 9601200031853401150445 5:00 PM 1371230002206380820489 5:15 PM 15201800012172811060523 5:30 PM 104090022186401930437 5:45 PM 90080000200311730403 6:00 PM 70022020176453760376 6:15 PM 62130001153270710318 Volumes 1105 4 102 10 3 11 14 2158 422 19 1036 2 4886 Approach %91.25 0.33 8.42 41.67 12.50 45.83 0.54 83.19 16.27 1.80 98.01 0.19 App/Depart 1211 / 20 24 / 444 2594 / 2270 1057 / 2152 Peak Volumes 4891620028794140239601894 Approach %88.59 0.18 11.23 0.00 0.00 100.00 0.85 84.29 14.86 0.50 99.50 0.00 Pk Hr FACTOR:0.9054 PM Pk Hr at: Faraday Ave. 07/23/2015 Carlsbad Cannon Rd. THURSDAY 15-1194-039 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.86 0.50 0.89 0.85 715 0.81 0.25 0.96 0.87 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 40 Intersection Location: College Boulevard & Carlsbad Village Drive Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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) 7:45 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 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0 2 0 1 1 0 1 Capacity 1800 4000 0 1800 4000 0 3600 0 1800 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 27 372 0 2 1082 193 212 4 68 4 5 6 Adjusted Hourly Volume 27 372 0 2 1275 0 216 0 41 4 0 11 Utilization Factor 0.02 0.09 0.00 0.00 0.32 0.00 0.06 0.00 0.02 0.00 0.00 0.01 Critical Factors 0.02 0.32 0.06 0.01 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day : Tuesday 1656 Total Name : FDS 1277 379 Subtotals 1 Sub - 193 1082 2 Sub - Totals totals totals Totals W E e 410 a s 694 0 212 6 s t 284 4 5 15 t 68 4 0 24 A North A p 9 p p p r r 27 372 0 Carlsbad Village Drive 0 Subtotals 1177 399 Total 1576 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/15 8:45 AM 7:45 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0 2 0 1 1 1 0 Capacity 1800 4000 0 1800 4000 0 3600 0 1800 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 113 1190 6 9 467 312 299 12 61 3 10 3 Adjusted Hourly Volume 113 1196 0 9 779 0 311 0 0 3 13 0 Utilization Factor 0.06 0.30 0.00 0.01 0.19 0.00 0.09 0.00 0.00 0.00 0.01 0.00 Critical Factors 0.30 0.01 0.09 0.01 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day : Tuesday 1989 Total Name : FDS 788 1201 Subtotals 1 Sub - 312 467 9 Sub - Totals totals totals Totals W E e 621 a s 993 0 299 3 s t 372 12 10 16 t 61 3 0 38 A North A p 22 p p p r r 113 1190 6 Carlsbad Village Drive 0 Subtotals 641 1309 Total 1950 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/15 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:1201201.50.51110 6:30 AM 64200238114119011350 6:45 AM 7 40 1 2 355 33 30 0 13 1 2 1 485 7:00 AM 9 66 0 1 266 28 34 2 14 2 0 3 425 7:15 AM 6 71 1 0 326 26 35 0 12 0 2 3 482 7:30 AM 5 56 0 0 301 21 36 1 19 1 1 1 442 7:45 AM 4 86 0 0 276 43 54 0 16 2 1 1 483 8:00 AM 8 85 0 0 292 56 50 1 21 1 0 1 515 8:15 AM 8 97 0 0 257 42 48 3 16 0 1 1 473 8:30 AM 7 104 0 2 257 52 60 0 15 1 3 3 504 8:45 AM 7 75 0 0 165 49 32 0 13 0 3 1 345 9:00 AM 11 80 0 0 177 35 67 0 14 2 0 4 390 9:15 AM 15 86 0 2 169 47 50 1 12 1 4 2 389 Volumes 93 888 2 7 3079 443 537 9 174 11 18 22 5283 Approach %9.46 90.34 0.20 0.20 87.25 12.55 74.58 1.25 24.17 21.57 35.29 43.14 App/Depart 983 / 1447 3529 / 3264 720 / 18 51 / 554 Peak Volumes 27 372 0 2 1082 193 212 4 68 4 5 6 1975 Approach %6.77 93.23 0.00 0.16 84.73 15.11 74.65 1.41 23.94 26.67 33.33 40.00 Pk Hr FACTOR:0.9587 AM Pk Hr at: PM 3:30 PM 1221301145725516012508 3:45 PM 1123302124766208012519 4:00 PM 13 257 1 3 120 77 57 1 15 0 2 1 547 4:15 PM 2630102130915514023615 4:30 PM 1329314129956709131616 4:45 PM 1630013129836159001608 5:00 PM 21 280 0 0 112 81 83 3 14 1 2 2 599 5:15 PM 27 332 0 2 123 77 67 1 12 0 3 0 644 5:30 PM 33 286 3 4 127 81 73 4 18 1 0 1 631 5:45 PM 32 292 3 3 105 73 76 4 17 1 5 0 611 6:00 PM 172380199637457011506 6:15 PM 102132294674415000438 Volumes 231 3238 11 27 1437 936 774 26 124 4 20 14 6842 Approach %6.64 93.05 0.32 1.13 59.88 39.00 83.77 2.81 13.42 10.53 52.63 36.84 App/Depart 3480 / 4026 2400 / 1565 924 / 64 38 / 1187 Peak Volumes 113 1190 6 9 467 312 299 12 61 3 10 3 2485 Approach %8.63 90.91 0.46 1.14 59.26 39.59 80.38 3.23 16.40 18.75 62.50 18.75 Pk Hr FACTOR:0.9647 PM Pk Hr at: College Blvd. 07/21/2015 Carlsbad Carlsbad Village Dr. TUESDAY 15-1194-040 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.92 0.95 0.54 745 0.91 0.93 0.93 0.67 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 41 Intersection Location: College Boulevard & Faraday Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data College 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) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 2 1 1 2 2 0 1 2 0 1 2 0 Capacity 3600 2000 1800 3600 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 147 123 202 82 173 57 31 179 62 70 243 26 Adjusted Hourly Volume 147 325 202 82 230 0 31 179 62 70 269 0 Utilization Factor 0.04 0.16 0.11 0.02 0.06 0.00 0.02 0.04 0.00 0.04 0.07 0.00 Critical Factors 0.16 0.02 0.02 0.07 ICU Ratio = 0.37 LOS = A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Thursday 543 Total Name : FDS 312 231 Subtotals 0 Sub - 57 173 82 Sub - Totals totals totals Totals W E e 331 a s 603 0 31 26 s t 272 179 243 339 t 62 70 0 790 A North A p 451 p p p r r 147 123 202 Faraday Avenue 0 Subtotals 382 472 Total 854 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. Note: The lane configurations shown reflect temporary construction conditions. 07/23/15 9:30 AM 8:30 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 2 2 0 2 2 0 1 2 0 1 2 0 Capacity 3600 4000 0 3600 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 93 334 104 12 182 48 61 368 195 194 347 144 Adjusted Hourly Volume 93 438 0 12 230 0 61 368 195 194 491 0 Utilization Factor 0.03 0.11 0.00 0.00 0.06 0.00 0.03 0.09 0.00 0.11 0.12 0.00 Critical Factors 0.11 0.00 0.09 0.11 ICU Ratio = 0.41 LOS = A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Thursday 732 Total Name : FDS 242 490 Subtotals 0 Sub - 48 182 12 Sub - Totals totals totals Totals W E e 458 a s 1082 0 61 144 s t 624 368 347 685 t 195 194 1 1350 A North A p 665 p p p r r 93 334 104 Faraday Avenue 2 Subtotals 469 531 Total 1000 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. Note: The lane configurations shown reflect temporary construction conditions. 07/23/15 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:220220120120 6:30 AM 18 15 11 25 34 12 4 24 6 23 49 6 227 6:45 AM 38 20 24 63 61 16 1 41 13 21 53 15 366 7:00 AM 10914121818632612383178 7:15 AM 30 15 26 33 85 43 6 37 45 18 69 6 413 7:30 AM 27 26 16 23 67 20 7 40 16 25 51 8 326 7:45 AM 13 19 19 29 46 25 9 47 15 15 36 4 277 8:00 AM 48 43 36 38 53 18 3 41 13 13 44 9 359 8:15 AM 29 20 24 37 41 13 3 40 8 15 43 5 278 8:30 AM 19 22 41 16 33 9 9 38 19 9 35 7 257 8:45 AM 39 34 43 22 62 23 8 48 10 15 71 6 381 9:00 AM 57 34 70 25 45 11 10 46 16 19 82 7 422 9:15 AM 32 33 48 19 33 14 4 47 17 27 55 6 335 Volumes 360 290 372 342 578 222 70 481 184 212 626 82 3819 Approach %35.23 28.38 36.40 29.95 50.61 19.44 9.52 65.44 25.03 23.04 68.04 8.91 App/Depart 1022 / 442 1142 / 974 735 / 1195 920 / 1208 Peak Volumes 147 123 202 82 173 57 31 179 62 70 243 26 1395 Approach %31.14 26.06 42.80 26.28 55.45 18.27 11.40 65.81 22.79 20.65 71.68 7.67 Pk Hr FACTOR:0.8264 AM Pk Hr at: PM 3:30 PM 196520 5 46 7 105131365632378 3:45 PM 196715 5 42 9 146026485926390 4:00 PM 239520 2 41 8 244339386039432 4:15 PM 277022 6 43 7 147825386325418 4:30 PM 206837 3 2512106543516932435 4:45 PM 188719 4 4517116531317030428 5:00 PM 30 108 26 2 43 15 25 113 73 61 117 55 668 5:15 PM 276834 4 52 8 129760568831537 5:30 PM 187125 2 42 8 139331467228449 5:45 PM 135014 0 28 5 166338383619320 6:00 PM 195412 2 41 5 9 4938334410316 6:15 PM 11 41 6 2 22 6 5 24 19 33 19 10 198 Volumes 244 844 250 37 470 107 163 801 454 509 753 337 4969 Approach %18.24 63.08 18.68 6.03 76.55 17.43 11.50 56.49 32.02 31.83 47.09 21.08 App/Depart 1338 / 1344 614 / 1433 1418 / 1088 1599 / 1104 Peak Volumes 93 334 104 12 182 48 61 368 195 194 347 144 2082 Approach %17.51 62.90 19.59 4.96 75.21 19.83 9.78 58.97 31.25 28.32 50.66 21.02 Pk Hr FACTOR:0.7792 PM Pk Hr at: 0.81 0.92 0.74 0.73 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.73 0.73 0.94 0.78 830 College Blvd. 07/23/2015 Carlsbad Faraday Ave. THURSDAY 15-1194-041 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 42 Intersection Location: I-5 Southbound Ramps & Carlsbad Village Drive Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 0 0 0 2 0 2 0 1 2 0 Capacity 0 0 0 0 0 3600 0 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 77 0 323 0 421 289 214 529 0 Adjusted Hourly Volume 0 0 0 0 0 400 0 710 0 214 529 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.18 0.00 0.12 0.13 0.00 Critical Factors 0.00 0.11 0.18 0.12 ICU Ratio = 0.51 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 477 Total Name : FDS 400 77 Subtotals 0 Sub - 323 0 77 Sub - Totals totals totals Totals W E e 852 a s 1562 0 0 0 s t 710 421 529 743 t 289 214 0 1378 A North A p 635 p p p r r 0 0 0 Carlsbad Village Drive 0 Subtotals 289 0 Total 289 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 9:30 AM 8:30 AM I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 4:45 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 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 0 0 0 2 0 2 0 1 2 0 Capacity 0 0 0 0 0 3600 0 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 135 4 551 0 979 345 190 704 0 Adjusted Hourly Volume 0 0 0 0 0 690 0 1324 0 190 704 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.33 0.00 0.11 0.18 0.00 Critical Factors 0.00 0.19 0.33 0.11 ICU Ratio = 0.73 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 825 Total Name : FDS 690 135 Subtotals 0 Sub - 551 4 135 Sub - Totals totals totals Totals W E e 1255 a s 2579 0 0 0 s t 1324 979 704 894 t 345 190 0 2063 A North A p 1169 p p p r r 0 0 0 Carlsbad Village Drive 0 Subtotals 349 0 Total 349 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 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:0000.330.331.33020120 6:30 AM 00040300435841670243 6:45 AM 00020420455043850267 7:00 AM 00080570507566500306 7:15 AM 0 0 0110580875450760336 7:30 AM 0 0 0100650855854940366 7:45 AM 0 0 01406008965411390408 8:00 AM 0 0 0 19 0 75 0 103 60 45 141 0 443 8:15 AM 0 0 0 13 0 87 0 111 69 50 133 0 463 8:30 AM 0 0 0 22 0 80 0 104 60 59 128 0 453 8:45 AM 0 0 0 20 0 88 0 108 66 60 122 0 464 9:00 AM 0 0 0 21 0 69 0 106 76 54 143 0 469 9:15 AM 0 0 0 14 0 86 0 103 87 41 136 0 467 Volumes 0 0 0 158 0 797 0 1034 778 604 1314 0 4685 Approach %#DIV/0! #DIV/0! #DIV/0! 16.54 0.00 83.46 0.00 57.06 42.94 31.49 68.51 0.00 App/Depart 0 / 0 955 / 1382 1812 / 1192 1918 / 2111 Peak Volumes 0 0 0 77 0 323 0 421 289 214 529 0 1853 Approach %#DIV/0! #DIV/0! #DIV/0! 19.25 0.00 80.75 0.00 59.30 40.70 28.80 71.20 0.00 Pk Hr FACTOR:0.9877 AM Pk Hr at: PM 3:30 PM 0 0 0 43 1 130 0 187 109 54 141 0 665 3:45 PM 0 0 0 39 1 122 0 214 96 30 169 0 671 4:00 PM 0 0 0 33 0 104 0 199 99 33 188 0 656 4:15 PM 0 0 0 30 0 108 0 185 90 29 196 0 638 4:30 PM 0 0 0 32 2 103 0 214 87 42 204 0 684 4:45 PM 0 0 0 28 1 128 0 244 75 41 199 0 716 5:00 PM 0 0 0 24 0 141 0 258 80 54 166 0 723 5:15 PM 0 0 0 41 1 143 0 236 103 50 187 0 761 5:30 PM 0 0 0 42 2 139 0 241 87 45 152 0 708 5:45 PM 0 0 0 29 1 120 0 202 74 41 166 0 633 6:00 PM 0 0 0 33 0 104 0 222 77 24 187 0 647 6:15 PM 0 0 0 30 1 79 0 143 70 28 163 0 514 Volumes 0 0 0 404 10 1421 0 2545 1047 471 2118 0 8016 Approach %#DIV/0! #DIV/0! #DIV/0! 22.02 0.54 77.44 0.00 70.85 29.15 18.19 81.81 0.00 App/Depart 0 / 0 1835 / 1528 3592 / 2949 2589 / 3539 Peak Volumes 0 0 0 135 4 551 0 979 345 190 704 0 2908 Approach %#DIV/0! #DIV/0! #DIV/0! 19.57 0.58 79.86 0.00 73.94 26.06 21.25 78.75 0.00 Pk Hr FACTOR:0.9553 PM Pk Hr at: 0.00 0.93 0.98 0.93 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.93 0.93 0.94 830 I-5 SB Ramps 07/16/2015 Carlsbad Carlsbad Village Dr. THURSDAY 15-1194-042 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 43 Intersection Location: I-5 Northbound Ramps & Carlsbad Village Drive Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data 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 1 0 1 0 0 0 1 2 0 0 2 0 Capacity 1800 0 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 275 2 147 0 0 0 264 262 0 0 471 145 Adjusted Hourly Volume 277 0 147 0 0 0 264 262 0 0 616 0 Utilization Factor 0.15 0.00 0.08 0.00 0.00 0.00 0.15 0.07 0.00 0.00 0.15 0.00 Critical Factors 0.15 0.00 0.00 0.15 0.15 ICU Ratio = 0.55 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 147 Total Name : FDS 0 147 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 735 a s 1261 0 264 145 s t 526 262 471 616 t 0 0 0 1025 A North A p 409 p p p r r 275 2 147 Carlsbad Village Drive 0 Subtotals 275 424 Total 699 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 1 0 0 0 1 2 0 0 2 0 Capacity 1800 0 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 376 4 233 0 0 0 422 579 0 0 573 174 Adjusted Hourly Volume 380 0 233 0 0 0 422 579 0 0 747 0 Utilization Factor 0.21 0.00 0.13 0.00 0.00 0.00 0.23 0.14 0.00 0.00 0.19 0.00 Critical Factors 0.21 0.00 0.00 0.23 0.19 ICU Ratio = 0.73 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 178 Total Name : FDS 0 178 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 995 a s 1996 0 422 174 s t 1001 579 573 747 t 0 0 0 1559 A North A p 812 p p p r r 376 4 233 Carlsbad Village Drive 0 Subtotals 376 613 Total 989 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/15 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:0.50.51000120020 6:30 AM 28 0 22 0 0 0 29 28 0 0 82 28 217 6:45 AM 24 0 20 0 0 0 41 24 0 0 103 22 234 7:00 AM 29 0 25 0 0 0 54 29 0 0 85 26 248 7:15 AM 41 0 24 0 0 0 65 40 0 0 87 30 287 7:30 AM 45 0 41 0 0 0 60 46 0 0 104 32 328 7:45 AM 50 0 42 0 0 0 66 60 0 0 131 25 374 8:00 AM 58 0 29 0 0 0 59 65 0 0 133 24 368 8:15 AM 54 0 33 0 0 0 75 58 0 0 128 41 389 8:30 AM 74 1 30 0 0 0 60 57 0 0 104 42 368 8:45 AM 77 0 41 0 0 0 66 77 0 0 111 29 401 9:00 AM 70 1 43 0 0 0 63 70 0 0 128 33 408 9:15 AM 63 1 22 0 0 0 43 54 0 0 122 21 326 Volumes 613 3 372 0 0 0 681 608 0 0 1318 353 3948 Approach %62.04 0.30 37.65 #DIV/0! #DIV/0! #DIV/0! 52.83 47.17 0.00 0.00 78.87 21.13 App/Depart 988 / 1037 0 / 0 1289 / 980 1671 / 1931 Peak Volumes 275 2 147 0 0 0 264 262 0 0 471 145 1566 Approach %64.86 0.47 34.67 #DIV/0! #DIV/0! #DIV/0! 50.19 49.81 0.00 0.00 76.46 23.54 Pk Hr FACTOR:0.9596 AM Pk Hr at: PM 3:30 PM 76 1 41 0 0 0 85 143 0 0 120 28 494 3:45 PM 80 1 43 0 0 0 104 139 0 0 122 29 518 4:00 PM 87 0 60 0 0 0 122 133 0 0 128 33 563 4:15 PM 85 0 65 0 0 0 131 141 0 0 141 30 593 4:30 PM 103 2 54 0 0 0 112 128 0 0 147 41 587 4:45 PM 85 1 75 0 0 0 103 122 0 0 154 42 582 5:00 PM 89 0 50 0 0 0 111 163 0 0 133 50 596 5:15 PM 99 1 54 0 0 0 96 166 0 0 139 41 596 5:30 PM 60 0 41 0 0 0 74 154 0 0 143 42 514 5:45 PM 65 0 42 0 0 0 85 147 0 0 141 52 532 6:00 PM 87 0 29 0 0 0 101 141 0 0 130 28 516 6:15 PM 74 1 30 0 0 0 111 128 0 0 123 24 491 Volumes 990 7 584 0 0 0 1235 1705 0 0 1621 440 6582 Approach %62.62 0.44 36.94 #DIV/0! #DIV/0! #DIV/0! 42.01 57.99 0.00 0.00 78.65 21.35 App/Depart 1581 / 1682 0 / 0 2940 / 2289 2061 / 2611 Peak Volumes 376 4 233 0 0 0 422 579 0 0 573 174 2361 Approach %61.34 0.65 38.01 #DIV/0! #DIV/0! #DIV/0! 42.16 57.84 0.00 0.00 76.71 23.29 Pk Hr FACTOR:0.9904 PM Pk Hr at: I-5 NB Ramps 07/16/2015 Carlsbad Carlsbad Village Dr. THURSDAY 15-1194-043 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.00 0.92 0.91 815 0.95 0.00 0.91 0.95 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 44 Intersection Location: I-5 Southbound Ramps & Tamarack Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data I-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 0 1 0 1 0 2 1 1 2 0 Capacity 0 0 0 1800 0 1800 0 4000 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 0 0 0 127 0 180 0 437 365 359 407 0 Adjusted Hourly Volume 0 0 0 127 0 180 0 437 365 359 407 0 Utilization Factor 0.00 0.00 0.00 0.07 0.00 0.10 0.00 0.11 0.20 0.20 0.10 0.00 Critical Factors 0.00 0.10 0.20 0.20 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Tamarack Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 434 Total Name : FDS 307 127 Subtotals 0 Sub - 180 0 127 Sub - Totals totals totals Totals W E e 587 a s 1389 0 0 0 s t 802 437 407 766 t 365 359 0 1562 A North A p 796 p p p r r 0 0 0 Tamarack Avenue 0 Subtotals 365 0 Total 365 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/17/15 8:30 AM 7:30 AM I-5 Southbound Ramps 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 Config - (left) 2 1 1 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 0 1 0 1 0 2 1 1 2 0 Capacity 0 0 0 1800 0 1800 0 4000 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 0 0 0 231 1 262 0 428 252 225 430 0 Adjusted Hourly Volume 0 0 0 232 0 262 0 428 252 225 430 0 Utilization Factor 0.00 0.00 0.00 0.13 0.00 0.15 0.00 0.11 0.14 0.13 0.11 0.00 Critical Factors 0.00 0.15 0.14 0.13 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Tamarack Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 725 Total Name : FDS 494 231 Subtotals 0 Sub - 262 1 231 Sub - Totals totals totals Totals W E e 692 a s 1372 0 0 0 s t 680 428 430 655 t 252 225 0 1308 A North A p 653 p p p r r 0 0 0 Tamarack Avenue 0 Subtotals 253 0 Total 253 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/17/15 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:0000.50.51021120 6:30 AM 0 0 0 14 0 36 0 62 101 88 33 0 334 6:45 AM 00090350748772400317 7:00 AM 0 0 0 22 0 30 0 86 82 104 43 0 367 7:15 AM 0 0 0 21 0 39 0 69 82 109 88 0 408 7:30 AM 0 0 0 37 0 38 0 130 105 110 94 0 514 7:45 AM 0 0 0 32 0 51 0 106 82 102 129 0 502 8:00 AM 0 0 0 28 0 44 0 98 105 69 97 0 441 8:15 AM 0 0 0 30 0 47 0 103 73 78 87 0 418 8:30 AM 0 0 0230290617072780333 8:45 AM 0 0 0171330687367670326 9:00 AM 0 0 0281420696858560322 9:15 AM 0 0 0300210796770570324 Volumes 0 0 0 291 2 445 0 1005 995 999 869 0 4606 Approach %#DIV/0! #DIV/0! #DIV/0! 39.43 0.27 60.30 0.00 50.25 49.75 53.48 46.52 0.00 App/Depart 0 / 0 738 / 1996 2000 / 1296 1868 / 1314 Peak Volumes 0 0 0 127 0 180 0 437 365 359 407 0 1875 Approach %#DIV/0! #DIV/0! #DIV/0! 41.37 0.00 58.63 0.00 54.49 45.51 46.87 53.13 0.00 Pk Hr FACTOR:0.912 AM Pk Hr at: PM 3:30 PM 0 0 0332570945489740403 3:45 PM 0 0 0420540913958900374 4:00 PM 0 0 0411480837765970412 4:15 PM 0 0 0520510976058980416 4:30 PM 0 0 0 39 0 50 0 134 53 57 100 0 433 4:45 PM 0 0 0 44 0 64 0 111 53 71 97 0 440 5:00 PM 0 0 0 64 0 71 0 111 72 66 125 0 509 5:15 PM 0 0 0 54 0 55 0 108 55 63 103 0 438 5:30 PM 0 0 0 57 1 65 0 110 57 40 105 0 435 5:45 PM 0 0 0560710996856970447 6:00 PM 0 0 05105709756611080430 6:15 PM 0 0 0460490845859870383 Volumes 0 0 0 579 4 692 0 1219 702 743 1181 0 5120 Approach %#DIV/0! #DIV/0! #DIV/0! 45.41 0.31 54.27 0.00 63.46 36.54 38.62 61.38 0.00 App/Depart 0 / 0 1275 / 1449 1921 / 1798 1924 / 1873 Peak Volumes 0 0 0 231 1 262 0 428 252 225 430 0 1829 Approach %#DIV/0! #DIV/0! #DIV/0! 46.76 0.20 53.04 0.00 62.94 37.06 34.35 65.65 0.00 Pk Hr FACTOR:0.8983 PM Pk Hr at: I-5 SB Ramps 09/17/2015 Carlsbad Tamarack Ave. THURSDAY 15-1194-044 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.92 0.85 0.83 730 0.00 0.91 0.93 0.86 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 45 Intersection Location: I-5 Northbound Ramps & Tamarack Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data I-5 Northbound Ramps 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 Config - (left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 1 0 0 0 1 2 0 0 2 0 Capacity 1800 0 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 99 2 490 0 0 0 211 291 0 0 677 301 Adjusted Hourly Volume 101 0 490 0 0 0 211 291 0 0 978 0 Utilization Factor 0.06 0.00 0.27 0.00 0.00 0.00 0.12 0.07 0.00 0.00 0.24 0.00 Critical Factors 0.27 0.00 0.12 0.24 ICU Ratio = 0.73 LOS = C Turning Movements at Intersection of :I-5 Northbound Ramps and Tamarack Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 303 Total Name : FDS 0 303 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 888 a s 1390 0 211 301 s t 502 291 677 978 t 0 0 0 1759 A North A p 781 p p p r r 99 2 490 Tamarack Avenue 0 Subtotals 99 591 Total 690 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/17/15 8:00 AM 7:00 AM I-5 Northbound Ramps 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 1 0 0 0 1 2 0 0 2 0 Capacity 1800 0 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 228 4 441 0 0 0 148 519 0 0 446 177 Adjusted Hourly Volume 232 0 441 0 0 0 148 519 0 0 623 0 Utilization Factor 0.13 0.00 0.25 0.00 0.00 0.00 0.08 0.13 0.00 0.00 0.16 0.00 Critical Factors 0.25 0.00 0.08 0.16 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Tamarack Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 181 Total Name : FDS 0 181 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 594 a s 1261 0 148 177 s t 667 519 446 623 t 0 0 0 1583 A North A p 960 p p p r r 228 4 441 Tamarack Avenue 0 Subtotals 228 673 Total 901 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/17/15 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:0.50.51000120020 6:30 AM 11 0 35 0 0 0 35 39 0 0 107 49 276 6:45 AM 16 0 64 0 0 0 53 33 0 0 95 63 324 7:00 AM 18 2 160 0 0 0 49 58 0 0 130 46 463 7:15 AM 18 0 127 0 0 0 33 59 0 0 178 68 483 7:30 AM 26 0 121 0 0 0 59 105 0 0 176 88 575 7:45 AM 37 0 82 0 0 0 70 69 0 0 193 99 550 8:00 AM 29 0 56 0 0 0 50 75 0 0 136 59 405 8:15 AM 33 0 99 0 0 0 59 73 0 0 133 48 445 8:30 AM 22 1 47 0 0 0 47 39 0 0 125 47 328 8:45 AM 19 4 48 0 0 0 50 36 0 0 117 49 323 9:00 AM 31 0 60 0 0 0 22 76 0 0 84 35 308 9:15 AM 25 1 44 0 0 0 34 75 0 0 103 40 322 Volumes 285 8 943 0 0 0 561 737 0 0 1577 691 4802 Approach %23.06 0.65 76.29 #DIV/0! #DIV/0! #DIV/0! 43.22 56.78 0.00 0.00 69.53 30.47 App/Depart 1236 / 1260 0 / 0 1298 / 1680 2268 / 1862 Peak Volumes 99 2 490 0 0 0 211 291 0 0 677 301 2071 Approach %16.75 0.34 82.91 #DIV/0! #DIV/0! #DIV/0! 42.03 57.97 0.00 0.00 69.22 30.78 Pk Hr FACTOR:0.9004 AM Pk Hr at: PM 3:30 PM 56 1 102 0 0 0 40 86 0 0 105 45 435 3:45 PM 55 0 96 0 0 0 44 87 0 0 92 38 412 4:00 PM 62 0 86 0 0 0 39 86 0 0 103 47 423 4:15 PM 45 1 103 0 0 0 39 109 0 0 109 37 443 4:30 PM 62 0 101 0 0 0 37 137 0 0 96 50 483 4:45 PM 51 1 109 0 0 0 32 124 0 0 115 45 477 5:00 PM 59 1 128 0 0 0 47 129 0 0 130 46 540 5:15 PM 56 2 103 0 0 0 32 129 0 0 105 36 463 5:30 PM 51 0 113 0 0 0 20 145 0 0 93 42 464 5:45 PM 47 0 144 0 0 0 42 112 0 0 105 43 493 6:00 PM 54 0 132 0 0 0 29 117 0 0 114 39 485 6:15 PM 52 0 142 0 0 0 31 98 0 0 93 27 443 Volumes 650 6 1359 0 0 0 432 1359 0 0 1260 495 5561 Approach %32.26 0.30 67.44 #DIV/0! #DIV/0! #DIV/0! 24.12 75.88 0.00 0.00 71.79 28.21 App/Depart 2015 / 933 0 / 0 1791 / 2718 1755 / 1910 Peak Volumes 228 4 441 0 0 0 148 519 0 0 446 177 1963 Approach %33.88 0.59 65.53 #DIV/0! #DIV/0! #DIV/0! 22.19 77.81 0.00 0.00 71.59 28.41 Pk Hr FACTOR:0.9088 PM Pk Hr at: I-5 NB Ramps 09/17/2015 Carlsbad Tamarack Ave. THURSDAY 15-1194-045 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.82 0.00 0.77 0.84 700 0.89 0.00 0.95 0.88 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 46 Intersection Location: I-5 Southbound Ramps & Cannon Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data I-5 Southbound 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 0 0 0 2 0 1 0 2 1 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 704 0 255 0 274 45 214 311 0 Adjusted Hourly Volume 0 0 0 704 0 255 0 274 45 214 311 0 Utilization Factor 0.00 0.00 0.00 0.20 0.00 0.14 0.00 0.07 0.03 0.06 0.08 0.00 Critical Factors 0.00 0.00 0.20 0.07 0.06 ICU Ratio = 0.43 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 1663 Total Name : FDS 959 704 Subtotals 0 Sub - 255 0 704 Sub - Totals totals totals Totals W E e 566 a s 885 0 0 0 s t 319 274 311 525 t 45 214 0 1013 A North A p 488 p p p r r 0 0 0 Cannon Road 0 Subtotals 45 0 Total 45 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/15 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 2 0 1 0 2 1 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 375 1 242 0 554 51 333 501 0 Adjusted Hourly Volume 0 0 0 375 0 243 0 554 51 333 501 0 Utilization Factor 0.00 0.00 0.00 0.10 0.00 0.14 0.00 0.14 0.03 0.09 0.13 0.00 Critical Factors 0.00 0.14 0.14 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 993 Total Name : FDS 618 375 Subtotals 0 Sub - 242 1 375 Sub - Totals totals totals Totals W E e 743 a s 1348 0 0 0 s t 605 554 501 834 t 51 333 0 1721 A North A p 887 p p p r r 0 0 0 Cannon Road 0 Subtotals 52 0 Total 52 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/15 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:0001.50.51020120 6:30 AM 0 0 090330042439820290 6:45 AM 0 0 08813108212591050378 7:00 AM 0 0 0138039076954760392 7:15 AM 0 0 095035059532890315 7:30 AM 0 0 0261078076549990568 7:45 AM 0 0 0 157 0 73 0 103 16 60 76 0 485 8:00 AM 0 0 0134048054954760375 8:15 AM 0 0 01520560411551600375 8:30 AM 0 0 01800460421347730401 8:45 AM 0 0 01711360282050650371 9:00 AM 0 0 01912330411365430388 9:15 AM 0 0 01910450431371500413 Volumes 0 0 0 1848 7 550 0 687 134 631 894 0 4751 Approach %#DIV/0! #DIV/0! #DIV/0! 76.84 0.29 22.87 0.00 83.68 16.32 41.38 58.62 0.00 App/Depart 0 / 0 2405 / 772 821 / 2535 1525 / 1444 Peak Volumes 0 0 0 704 0 255 0 274 45 214 311 0 1803 Approach %#DIV/0! #DIV/0! #DIV/0! 73.41 0.00 26.59 0.00 85.89 14.11 40.76 59.24 0.00 Pk Hr FACTOR:0.7936 AM Pk Hr at: PM 3:30 PM 0 0 0 78 0 32 0 131 10 80 103 0 434 3:45 PM 0 0 0 63 0 39 0 138 10 49 143 0 442 4:00 PM 0 0 0 91 1 76 0 124 12 77 125 0 506 4:15 PM 0 0 0 108 1 54 0 106 23 67 105 0 464 4:30 PM 0 0 0 89 0 48 0 141 14 76 111 0 479 4:45 PM 0 0 0 118 0 56 0 122 18 72 114 0 500 5:00 PM 0 0 0 100 0 52 0 131 12 75 106 0 476 5:15 PM 0 0 0 81 1 71 0 158 9 95 139 0 554 5:30 PM 0 0 0 76 0 63 0 143 12 91 142 0 527 5:45 PM 0 0 0 56 1 25 0 178 9 45 131 0 445 6:00 PM 0 0 0 72 0 19 0 129 15 88 109 0 432 6:15 PM 0 0 0 85 0 33 0 107 13 72 99 0 409 Volumes 0 0 0 1017 4 568 0 1608 157 887 1427 0 5668 Approach %#DIV/0! #DIV/0! #DIV/0! 64.00 0.25 35.75 0.00 91.10 8.90 38.33 61.67 0.00 App/Depart 0 / 0 1589 / 1048 1765 / 2625 2314 / 1995 Peak Volumes 0 0 0 375 1 242 0 554 51 333 501 0 2057 Approach %#DIV/0! #DIV/0! #DIV/0! 60.68 0.16 39.16 0.00 91.57 8.43 39.93 60.07 0.00 Pk Hr FACTOR:0.9282 PM Pk Hr at: I-5 Southbound Ramps 07/22/2015 Carlsbad Cannon Rd. WEDNESDAY 15-1194-046 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.71 0.67 0.89 730 0.00 0.89 0.91 0.89 445 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 47 Intersection Location: I-5 Northbound Ramps & Cannon Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data I-5 Northbound 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 4 1 5 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 2 2 0 0 2 1 Capacity 1800 0 3600 0 0 0 3600 4000 0 0 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 105 1 415 0 0 0 91 918 0 0 418 187 Adjusted Hourly Volume 106 0 415 0 0 0 91 918 0 0 418 187 Utilization Factor 0.06 0.00 0.12 0.00 0.00 0.00 0.03 0.23 0.00 0.00 0.10 0.10 Critical Factors 0.12 0.00 0.23 0.00 ICU Ratio = 0.45 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 188 Total Name : FDS 0 188 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 509 a s 1518 0 91 187 s t 1009 918 418 605 t 0 0 0 1938 A North A p 1333 p p p r r 105 1 415 Cannon Road 0 Subtotals 105 521 Total 626 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/15 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) 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 4 1 5 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 2 2 0 0 1 2 Capacity 1800 0 3600 0 0 0 3600 4000 0 0 2000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 99 16 242 0 0 0 308 636 0 0 724 879 Adjusted Hourly Volume 115 0 242 0 0 0 308 636 0 0 534 1069 Utilization Factor 0.06 0.00 0.07 0.00 0.00 0.00 0.09 0.16 0.00 0.00 0.27 0.30 Critical Factors 0.07 0.00 0.09 0.30 ICU Ratio = 0.56 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 895 Total Name : FDS 0 895 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 1032 a s 1976 0 308 879 s t 944 636 724 1603 t 0 0 0 2481 A North A p 878 p p p r r 99 16 242 Cannon Road 0 Subtotals 99 357 Total 456 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/15 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:0.50.5200022001.51.5 6:30 AM 2314900071290010213324 6:45 AM 31 0 59 0 0 0 15 160 0 0 136 23 424 7:00 AM 19 0 53 0 0 0 17 149 0 0 112 24 374 7:15 AM 14 0 75 0 0 0 19 179 0 0 115 42 444 7:30 AM 19 0 89 0 0 0 23 223 0 0 125 35 514 7:45 AM 28 1 121 0 0 0 28 312 0 0 108 44 642 8:00 AM 37 0 110 0 0 0 22 196 0 0 95 53 513 8:15 AM 21 0 95 0 0 0 18 187 0 0 90 55 466 8:30 AM 18 1 99 0 0 0 28 168 0 0 100 69 483 8:45 AM 20 0 114 0 0 0 19 228 0 0 96 70 547 9:00 AM 24 0 94 0 0 0 32 215 0 0 84 67 516 9:15 AM 20 0 103 0 0 0 30 195 0 0 103 70 521 Volumes 274 3 1061 0 0 0 258 2341 0 0 1266 565 5768 Approach %20.48 0.22 79.30 #DIV/0! #DIV/0! #DIV/0! 9.93 90.07 0.00 0.00 69.14 30.86 App/Depart 1338 / 826 0 / 0 2599 / 3402 1831 / 1540 Peak Volumes 105 1 415 0 0 0 91 918 0 0 418 187 2135 Approach %20.15 0.19 79.65 #DIV/0! #DIV/0! #DIV/0! 9.02 90.98 0.00 0.00 69.09 30.91 Pk Hr FACTOR:0.8314 AM Pk Hr at: PM 3:30 PM 25 0 76 0 0 0 79 180 0 0 166 182 708 3:45 PM 38 3 56 0 0 0 41 150 0 0 174 178 640 4:00 PM 20 3 60 0 0 0 59 146 0 0 154 185 627 4:15 PM 32 1 51 0 0 0 51 143 0 0 146 170 594 4:30 PM 23 3 71 0 0 0 77 163 0 0 172 220 729 4:45 PM 28 3 73 0 0 0 73 158 0 0 161 205 701 5:00 PM 21 4 47 0 0 0 83 148 0 0 162 222 687 5:15 PM 27 6 51 0 0 0 75 167 0 0 229 232 787 5:30 PM 24 5 60 0 0 0 51 173 0 0 199 215 727 5:45 PM 28 5 69 0 0 0 60 177 0 0 158 162 659 6:00 PM 29 4 65 0 0 0 53 138 0 0 165 198 652 6:15 PM 22 2 72 0 0 0 48 143 0 0 144 132 563 Volumes 317 39 751 0 0 0 750 1886 0 0 2030 2301 8074 Approach %28.64 3.52 67.84 #DIV/0! #DIV/0! #DIV/0! 28.45 71.55 0.00 0.00 46.87 53.13 App/Depart 1107 / 3090 0 / 0 2636 / 2637 4331 / 2347 Peak Volumes 99 16 242 0 0 0 308 636 0 0 724 879 2904 Approach %27.73 4.48 67.79 #DIV/0! #DIV/0! #DIV/0! 32.63 67.37 0.00 0.00 45.17 54.83 Pk Hr FACTOR:0.9225 PM Pk Hr at: I-5 Northbound Ramps 07/22/2015 Carlsbad Cannon Rd. WEDNESDAY 15-1194-047 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.87 0.00 0.74 0.95 730 0.86 0.00 0.98 0.87 430 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 48 Intersection Location: I-5 Southbound Ramps & Palomar Airport Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data I-5 Southbound 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 0 0 0 2 0 1 0 3 0 0 2 1 Capacity 0 0 0 3600 0 1800 0 6000 0 0 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 1130 0 325 0 469 74 0 648 249 Adjusted Hourly Volume 0 0 0 1130 0 325 0 543 0 0 648 0 Utilization Factor 0.00 0.00 0.00 0.31 0.00 0.18 0.00 0.09 0.00 0.00 0.16 0.00 Critical Factors 0.00 0.00 0.31 0.00 0.16 ICU Ratio = 0.57 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 : Tuesday 2834 Total Name : FDS 1455 1379 Subtotals 0 Sub - 325 0 1130 Sub - Totals totals totals Totals W E e 973 a s 1516 0 0 249 s t 543 469 648 897 t 74 0 0 1366 A North A p 469 p p p r r 0 0 0 Palomar Airport Road 0 Subtotals 74 0 Total 74 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/15 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow 1 Lane Settings 0 0 0 2 0 1 0 3 0 0 2 1 Capacity 0 0 0 3600 0 1800 0 6000 0 0 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 773 0 242 0 924 209 0 909 806 Adjusted Hourly Volume 0 0 0 773 0 242 0 1133 0 0 909 0 Utilization Factor 0.00 0.00 0.00 0.21 0.00 0.13 0.00 0.19 0.00 0.00 0.23 0.00 Critical Factors 0.00 0.00 0.21 0.00 0.23 ICU Ratio = 0.54 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 : Tuesday 2594 Total Name : FDS 1015 1579 Subtotals 0 Sub - 242 0 773 Sub - Totals totals totals Totals W E e 1151 a s 2284 0 0 806 s t 1133 924 909 1715 t 209 0 0 2639 A North A p 924 p p p r r 0 0 0 Palomar Airport Road 0 Subtotals 209 0 Total 209 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/15 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:000201031021 6:30 AM 0 0 0 135 0 66 0 65 18 0 110 78 472 6:45 AM 0 0 0 154 0 85 0 79 12 0 110 67 507 7:00 AM 0 0 01520590842808791501 7:15 AM 0 0 0 170 0 110 0 113 13 0 146 43 595 7:30 AM 0 0 0 235 0 100 0 108 23 0 159 54 679 7:45 AM 0 0 0 338 0 103 0 133 12 0 173 52 811 8:00 AM 0 0 0 273 0 57 0 108 20 0 168 56 682 8:15 AM 0 0 0 284 0 65 0 120 19 0 148 87 723 8:30 AM 0 0 0 226 0 59 0 114 22 0 129 57 607 8:45 AM 0 0 0 227 0 60 0 148 18 0 146 60 659 9:00 AM 0 0 0 196 0 74 0 134 32 0 146 99 681 9:15 AM 0 0 0 179 0 44 0 119 33 0 115 78 568 Volumes 0 0 0 2569 0 882 0 1325 250 0 1637 822 7485 Approach %#DIV/0! #DIV/0! #DIV/0! 74.44 0.00 25.56 0.00 84.13 15.87 0.00 66.57 33.43 App/Depart 0 / 822 3451 / 250 1575 / 3894 2459 / 2519 Peak Volumes 0 0 0 1130 0 325 0 469 74 0 648 249 2895 Approach %#DIV/0! #DIV/0! #DIV/0! 77.66 0.00 22.34 0.00 86.37 13.63 0.00 72.24 27.76 Pk Hr FACTOR:0.8924 AM Pk Hr at: PM 3:30 PM 0 0 0 206 0 66 0 183 40 0 151 247 893 3:45 PM 0 0 0 146 0 59 0 192 51 0 173 243 864 4:00 PM 0 0 0 164 0 45 0 187 54 0 180 249 879 4:15 PM 0 0 0 155 0 41 0 172 38 0 137 244 787 4:30 PM 0 0 0 140 0 44 0 193 49 0 149 207 782 4:45 PM 0 0 0 166 0 67 0 191 41 0 231 212 908 5:00 PM 0 0 0 215 0 60 0 264 64 0 216 146 965 5:15 PM 0 0 0 205 0 86 0 224 46 0 253 224 1038 5:30 PM 0 0 0 158 0 45 0 207 65 0 236 198 909 5:45 PM 0 0 0 195 0 51 0 229 34 0 204 238 951 6:00 PM 0 0 0 163 0 54 0 194 55 0 141 206 813 6:15 PM 0 0 0 149 0 42 0 185 33 0 160 237 806 Volumes 0 0 0 2062 0 660 0 2421 570 0 2231 2651 10595 Approach %#DIV/0! #DIV/0! #DIV/0! 75.75 0.00 24.25 0.00 80.94 19.06 0.00 45.70 54.30 App/Depart 0 / 2651 2722 / 570 2991 / 4483 4882 / 2891 Peak Volumes 0 0 0 773 0 242 0 924 209 0 909 806 3863 Approach %#DIV/0! #DIV/0! #DIV/0! 76.16 0.00 23.84 0.00 81.55 18.45 0.00 53.00 47.00 Pk Hr FACTOR:0.9304 PM Pk Hr at: I-5 SB Ramps 07/28/2015 Carlsbad Palomar Airport Rd. TUESDAY 15-1194-048 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.82 0.94 0.95 730 0.00 0.87 0.86 0.90 500 veracity grouptraffic CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 INTERSECTION ANALYSIS SUMMARY Intersection Number: 49 Intersection Location: I-5 Northbound Ramps & Palomar Airport Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram A.M./P.M. Peak Period Intersection Page 3 Turning Movement Count Data I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 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 1 411 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 68 0 1301 0 0 0 75 1492 0 0 812 392 Adjusted Hourly Volume 68 0 1301 0 0 0 75 1492 0 0 812 392 Utilization Factor 0.04 0.00 0.36 0.00 0.00 0.00 0.04 0.25 0.00 0.00 0.14 0.11 Critical Factors 0.36 0.00 0.25 0.00 ICU Ratio = 0.71 LOS = C Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 392 Total Name : FDS 0 392 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 887 a s 2454 0 75 392 s t 1567 1492 812 1204 t 0003997 ANorthA p 2793 p p p r r 68 0 1301 Palomar Airport Road 0 Subtotals 68 1369 Total 1437 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/15 8:30 AM 7:30 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 1 3 0 0 3 2 Capacity 1800 0 3600 0 0 0 1800 6000 0 0 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 114 8 817 0 0 0 243 1453 0 0 1650 977 Adjusted Hourly Volume 122 0 817 0 0 0 243 1453 0 0 1650 977 Utilization Factor 0.07 0.00 0.23 0.00 0.00 0.00 0.14 0.24 0.00 0.00 0.28 0.27 Critical Factors 0.23 0.00 0.14 0.28 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 985 Total Name : FDS 0 985 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 1893 a s 3589 0 243 977 s t 1696 1453 1650 2627 t 0 0 0 4897 A North A p 2270 p p p r r 114 8 817 Palomar Airport Road 0 Subtotals 114 939 Total 1053 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/15 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:0.50.52000130032 6:30 AM 22 0 212 0 0 0 11 178 0 0 169 85 677 6:45 AM 10 2 250 0 0 0 19 204 0 0 166 48 699 7:00 AM 14 1 208 0 0 0 17 209 0 0 165 94 708 7:15 AM 8 1 261 0 0 0 24 258 0 0 181 89 822 7:30 AM 3 0 378 0 0 0 20 333 0 0 200 102 1036 7:45 AM 9 0 327 0 0 0 19 436 0 0 209 120 1120 8:00 AM 17 0 264 0 0 0 18 354 0 0 214 73 940 8:15 AM 39 0 332 0 0 0 18 369 0 0 189 97 1044 8:30 AM 19 0 399 0 0 0 26 300 0 0 166 109 1019 8:45 AM 46 0 290 0 0 0 24 349 0 0 163 113 985 9:00 AM 23 0 366 0 0 0 21 298 0 0 224 102 1034 9:15 AM 24 0 274 0 0 0 29 259 0 0 158 80 824 Volumes 234 4 3561 0 0 0 246 3547 0 0 2204 1112 10908 Approach %6.16 0.11 93.74 #DIV/0! #DIV/0! #DIV/0! 6.49 93.51 0.00 0.00 66.47 33.53 App/Depart 3799 / 1362 0 / 0 3793 / 7108 3316 / 2438 Peak Volumes 68 0 1301 0 0 0 75 1492 0 0 812 392 4140 Approach %4.97 0.00 95.03 #DIV/0! #DIV/0! #DIV/0! 4.79 95.21 0.00 0.00 67.44 32.56 Pk Hr FACTOR:0.9241 AM Pk Hr at: PM 3:30 PM 20 0 203 0 0 0 43 336 0 0 369 187 1158 3:45 PM 16 0 166 0 0 0 35 298 0 0 377 237 1129 4:00 PM 24 0 120 0 0 0 32 309 0 0 399 234 1118 4:15 PM 38 0 211 0 0 0 54 259 0 0 328 202 1092 4:30 PM 19 0 167 0 0 0 30 314 0 0 336 230 1096 4:45 PM 17 0 142 0 0 0 38 309 0 0 422 208 1136 5:00 PM 57 0 254 0 0 0 86 383 0 0 398 281 1459 5:15 PM 20 0 201 0 0 0 56 374 0 0 433 261 1345 5:30 PM 22 0 191 0 0 0 41 355 0 0 402 266 1277 5:45 PM 15 8 171 0 0 0 60 341 0 0 417 169 1181 6:00 PM 22 1 193 0 0 0 45 325 0 0 319 194 1099 6:15 PM 17 0 138 0 0 0 30 289 0 0 389 112 975 Volumes 287 9 2157 0 0 0 550 3892 0 0 4589 2581 14065 Approach %11.70 0.37 87.93 #DIV/0! #DIV/0! #DIV/0! 12.38 87.62 0.00 0.00 64.00 36.00 App/Depart 2453 / 3140 0 / 0 4442 / 6049 7170 / 4876 Peak Volumes 114 8 817 0 0 0 243 1453 0 0 1650 977 5262 Approach %12.14 0.85 87.01 #DIV/0! #DIV/0! #DIV/0! 14.33 85.67 0.00 0.00 62.81 37.19 Pk Hr FACTOR:0.9016 PM Pk Hr at: I-5 NB Ramps 07/28/2015 Carlsbad Palomar Airport Rd. TUESDAY 15-1194-049 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.00 0.86 0.91 730 0.75 0.00 0.90 0.95 500 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 15, 2015), and also on a weekend (Saturday, July 25, 2015) during three peak two-hour periods (7:00 – 9:00 AM, 11:00 AM – 1:00 PM, and 4:00 – 6:00 PM). The data was collected in 15-minute intervals for each direction of travel at each mid-block location. Appendix C contains the following information for the 2015 Traffic Monitoring Program Report: · Weekday AM (7:00 – 9:00 AM), Midday (11:00 AM – 1:00 PM), and PM (4:00 – 6:00 PM) peak period pedestrian and bicycle counts (data divided into 15-minute intervals). · Weekend AM (7:00 – 9:00 AM), Midday (11:00 AM – 1:00 PM), and PM (4:00 – 6:00 PM) peak period pedestrian and bicycle counts (data divided into 15-minute intervals). CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY Number: 1 Location: Carlsbad Boulevard Between North City Limits and State Street 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 2 1 5 0 00:15 12:15 0 1 1 1 00:30 12:30 2 0 6 0 00:45 12:45 04 02 41601 23 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 2 2 0 04:15 16:15 0 1 5 1 04:30 16:30 0 0 6 2 04:45 16:45 55 03 72014 32 05:00 17:00 2 0 14 2 05:15 17:15 0 4 7 1 05:30 17:30 3 0 3 0 05:45 17:45 16 26 52903 44 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 1 5 0 19:00 07:15 0 0 0 0 19:15 07:30 0 0 6 0 19:30 07:45 01 12 21300 16 19:45 08:00 2 2 2 1 20:00 08:15 1 1 6 0 20:15 08:30 3 0 13 0 20:30 08:45 17 03 52601 37 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 3 0 6 0 23:00 11:15 0 2 3 0 23:15 11:30 0 0 7 0 23:30 11:45 2 5 0 2 11 27 0 0 34 23:45 Total Vol.13 7 66 1 87 15 11 65 8 99 NB SB NB SB Combined 28 18 131 9 186 Split %14.9%8.0%75.9%1.1%46.8%15.2% 11.1% 65.7%8.1%53.2% Peak Hour 08:00 07:30 11:00 07:15 08:00 16:45 17:00 16:30 16:15 16:30 Volume 7 4 27 1 37 10 6 34 6 51 P.H.F.0.58 0.50 0.61 0.25 0.58 0.50 0.38 0.61 0.75 0.71 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 15, 2015 PM Daily Totals 15-1194-001 -- WED PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Volumes for: City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 1 4 0 5 00:15 12:15 2 2 1 2 00:30 12:30 2 0 0 0 00:45 12:45 05 17 341017 33 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 0 8 04:15 16:15 0 2 0 2 04:30 16:30 1 0 0 6 04:45 16:45 01 25 00 117 23 05:00 17:00 0 0 0 7 05:15 17:15 1 0 0 5 05:30 17:30 2 0 1 9 05:45 17:45 36 00 01 324 31 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 1 0 0 19:00 07:15 0 0 0 0 19:15 07:30 1 1 0 2 19:30 07:45 13 02 11 79 15 19:45 08:00 3 2 0 9 20:00 08:15 1 3 1 13 20:15 08:30 0 0 0 2 20:30 08:45 04 16 01 933 44 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 1 1 1 23:00 11:15 0 0 0 5 23:15 11:30 1 2 1 11 23:30 11:45 01 03 02 926 32 23:45 Total Vol.81146891 12 12 5 58 87 NB SB NB SB Combined 20 23 9 126 178 Split %8.8%12.1%4.4%74.7%51.1%13.8% 13.8%5.7%66.7%48.9% Peak Hour 07:30 11:30 07:30 08:00 07:30 17:00 12:00 12:00 17:00 12:00 Volume 6823345 6742433 P.H.F.0.50 0.50 0.50 0.63 0.63 0.50 0.44 0.33 0.67 0.59 Daily Totals 15-1194-001 -- WED PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 15, 2015 PM BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for: City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 1 0 19 0 00:15 12:15 1 1 13 1 00:30 12:30 2 2 11 2 00:45 12:45 15 25 75003 63 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 8 0 04:15 16:15 1 2 11 1 04:30 16:30 1 0 10 1 04:45 16:45 02 14144302 51 05:00 17:00 0 1 7 0 05:15 17:15 0 0 4 1 05:30 17:30 1 1 8 1 05:45 17:45 12 24 92802 36 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 2 1 4 1 19:00 07:15 1 1 6 2 19:15 07:30 1 0 8 1 19:30 07:45 0 4 1 3 11 29 1 5 41 19:45 08:00 1 2 14 0 20:00 08:15 2 1 19 1 20:15 08:30 1 1 13 0 20:30 08:45 1 5 0 4 54 100 1 2 111 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 1 19 0 23:00 11:15 3 2 22 0 23:15 11:30 2 1 20 1 23:30 11:45 1 7 1 5 21 82 1 2 96 23:45 Total Vol.16 12 211 9 248 9 13 121 7 150 NB SB NB SB Combined 25 25 332 16 398 Split %6.5% 4.8%85.1%3.6%62.3%6.0% 8.7%80.7%4.7%37.7% Peak Hour 11:00 07:45 08:00 07:00 08:00 12:00 12:00 12:00 12:00 12:00 Volume 7 5 100 5 111 5 5 50 3 63 P.H.F.0.58 0.63 0.46 0.63 0.50 0.63 0.63 0.66 0.38 0.79 Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 25, 2015 PM Daily Totals 15-1194-001 -- SAT PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for: City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 1 1 1 20 00:15 12:15 1 0 1 19 00:30 12:30 0 1 0 13 00:45 12:45 02 13 021163 70 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 0 0 14 04:15 16:15 0 2 1 19 04:30 16:30 1 1 1 13 04:45 16:45 24 03 24 955 66 05:00 17:00 1 1 0 11 05:15 17:15 1 1 1 7 05:30 17:30 0 0 1 5 05:45 17:45 02 02 02 629 35 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 2 0 4 19:00 07:15 1 2 0 5 19:15 07:30 0 1 1 9 19:30 07:45 0 1 3 8 0 1 16 34 44 19:45 08:00 2 2 0 13 20:00 08:15 1 1 1 18 20:15 08:30 0 4 0 24 20:30 08:45 1 4 1 8 0 1 21 76 89 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 2 2 1 22 23:00 11:15 1 1 0 20 23:15 11:30 0 1 2 29 23:30 11:45 1 4 0 4 1 4 30 101 113 23:45 Total Vol.9 20 6 211 246 888147171 NB SB NB SB Combined 17 28 14 358 417 Split %3.7% 8.1% 2.4%85.8%59.0%4.7% 4.7% 4.7%86.0%41.0% Peak Hour 08:00 07:45 11:30 11:00 11:00 16:30 16:15 16:00 12:00 12:00 Volume 4 10 5 101 113 5446370 P.H.F.0.50 0.63 0.63 0.84 0.88 0.63 0.50 0.50 0.79 0.76 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 25, 2015 PM Daily Totals 15-1194-001 -- SAT PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY Number: 2 Location: Carlsbad Boulevard Between Grand Avenue and Carlsbad Village Drive Page Contents: AM, Midday, and PM Peak Period Ped/Bike Counts – Weekday 1 AM, Midday, and PM Peak Period Ped/Bike Counts – Weekend 3 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 16 14 3 0 00:15 12:15 24 11 3 3 00:30 12:30 5 16 7 0 00:45 12:45 11 56 14 55 3 16 1 4 131 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 7 19 6 0 04:15 16:15 31 31 1 0 04:30 16:30 27 25 3 2 04:45 16:45 12 77 13 88 10 20 0 2 187 05:00 17:00 15 19 4 0 05:15 17:15 20 24 2 0 05:30 17:30 20 17 3 0 05:45 17:45 27 82 28 88 5 14 1 1 185 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 7 5 1 0 19:00 07:15 12 7 1 0 19:15 07:30 8 5 3 0 19:30 07:45 6 33 2 19 5 10 0 0 62 19:45 08:00 6 6 3 2 20:00 08:15 19 5 0 0 20:15 08:30 12 9 2 0 20:30 08:45 8451232 05 02 84 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 26 25 4 0 23:00 11:15 24 21 6 1 23:15 11:30 20 35 12 2 23:30 11:45 15 85 9 90 4 26 0 3 204 23:45 Total Vol.163 141 41 5 350 215 231 50 7 503 NB SB NB SB Combined 378 372 91 12 853 Split %46.6%40.3% 11.7%1.4%41.0%42.7% 45.9%9.9% 1.4%59.0% Peak Hour 11:00 11:00 11:00 11:30 11:00 16:15 16:00 16:00 12:00 16:15 Volume 85 90 26 5 204 85 88 20 4 193 P.H.F.0.82 0.64 0.54 0.42 0.74 0.69 0.71 0.50 0.33 0.77 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 15, 2015 PM Daily Totals 15-1194-002 -- WED PEDESTRIANS ONLY Project# 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 39 23 0 5 00:15 12:15 48 31 0 6 00:30 12:30 40 31 0 0 00:45 12:45 20 147 40 125 0 0 4 15 287 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 39 28 0 7 04:15 16:15 44 33 1 6 04:30 16:30 57 42 2 5 04:45 16:45 26 166 36 139 0 3 1 19 327 05:00 17:00 13 29 0 8 05:15 17:15 67 39 1 3 05:30 17:30 43 49 3 3 05:45 17:45 32 155 34 151 0 4 3 17 327 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 7 0 0 19:00 07:15 4 1 0 1 19:15 07:30 9 1 0 2 19:30 07:45 4201221 00 14 45 19:45 08:00 12 3 0 4 20:00 08:15 5 3 0 8 20:15 08:30 0 2 0 2 20:30 08:45 522080001444 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 30 30 0 6 23:00 11:15 21 19 0 4 23:15 11:30 17 24 0 6 23:30 11:45 16 84 23 96 0 0 0 16 196 23:45 Total Vol.126 125 0 34 285 468 415 7 51 941 NB SB NB SB Combined 594 540 7 85 1226 Split %44.2%43.9%0.0%11.9%23.2%49.7% 44.1%0.7% 5.4%76.8% Peak Hour 11:45 11:45 11:30 11:45 16:00 16:45 16:45 16:15 16:30 Volume 143 108 17 262 166 153 4 20 329 P.H.F.0.74 0.87 0.71 0.77 0.73 0.78 0.33 0.63 0.75 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 15, 2015 PM Daily Totals 15-1194-002 -- WED PEDESTRIANS ONLY Project# BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY 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 15 1 4 0 00:15 12:15 12 15 4 2 00:30 12:30 19 27 4 1 00:45 12:45 8 54 33 76 8 20 0 3 153 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 33 65 6 0 04:15 16:15 17 24 7 0 04:30 16:30 10 12 0 0 04:45 16:45 33 93 17 118 6 19 1 1 231 05:00 17:00 20 19 3 0 05:15 17:15 56 26 8 0 05:30 17:30 37 16 2 0 05:45 17:45 24 137 25 86 1 14 0 0 237 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 4 3 4 0 19:00 07:15 8 8 7 0 19:15 07:30 4 6 4 0 19:30 07:45 16 32 5 22 7 22 0 0 76 19:45 08:00 9 9 15 0 20:00 08:15 11 8 6 1 20:15 08:30 14 11 56 0 20:30 08:45 12 46 22 50 49 126 1 2 224 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 2 8 6 0 23:00 11:15 20 21 29 2 23:15 11:30 29 9 9 0 23:30 11:45 37 88 13 51 14 58 0 2 199 23:45 Total Vol.166 123 206 4 499 284 280 53 4 621 NB SB NB SB Combined 450 403 259 8 1120 Split %33.3%24.6% 41.3%0.8%44.6%45.7% 45.1%8.5% 0.6%55.4% Peak Hour 11:15 11:45 08:00 11:45 08:00 16:45 16:00 12:00 12:00 16:45 Volume 101 56 126 3 224 146 118 20 3 244 P.H.F.0.68 0.52 0.56 0.38 0.67 0.65 0.45 0.63 0.38 0.68 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY AM Saturday, July 25, 2015 PM Daily Totals 15-1194-002 -- SAT PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 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 60 46 2 30 00:15 12:15 24 34 3 36 00:30 12:30 51 29 0 24 00:45 12:45 65 200 61 170 0 5 14 104 479 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 51 0 5 04:15 16:15 33 31 0 5 04:30 16:30 29 30 0 3 04:45 16:45 42 131 45 157 0 0 5 18 306 05:00 17:00 40 39 0 2 05:15 17:15 52 42 3 1 05:30 17:30 36 55 1 8 05:45 17:45 41 169 66 202 0 4 4 15 390 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 5 5 0 4 19:00 07:15 3 3 0 6 19:15 07:30 1 1 0 13 19:30 07:45 3 12 4 13 1 1 3 26 52 19:45 08:00 11 3 0 10 20:00 08:15 5 13 0 20 20:15 08:30 3 9 0 14 20:30 08:45 13 32 23 48 0 0 11 55 135 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 25 0 13 23:00 11:15 18 33 1 28 23:15 11:30 30 27 0 46 23:30 11:45 38 101 16 101 0 1 41 128 331 23:45 Total Vol.145 162 2 209 518 500 529 9 137 1175 NB SB NB SB Combined 645 691 11 346 1693 Split %28.0%31.3%0.4%40.3%30.6%42.6% 45.0%0.8%11.7%69.4% Peak Hour 11:45 11:45 11:30 11:30 11:45 12:00 17:00 12:00 12:00 12:00 Volume 173 125 5 153 434 200 202 5 104 479 P.H.F.0.72 0.68 0.42 0.83 0.79 0.77 0.77 0.42 0.72 0.86 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY AM Saturday, July 25, 2015 PM Daily Totals 15-1194-002 -- SAT PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY Number: 3 Location: Carlsbad Boulevard Between Chestnut Avenue and Maple Avenue Page Contents: AM, Midday, and PM Peak Period Ped/Bike Counts – Weekday 1 AM, Midday, and PM Peak Period Ped/Bike Counts – Weekend 3 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 8 6 18 0 00:15 12:15 0 0 1 0 00:30 12:30 2 10 9 0 00:45 12:45 111 218 634 0 0 63 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 1 0 04:15 16:15 3 6 8 0 04:30 16:30 1 5 3 0 04:45 16:45 04 01161800 33 05:00 17:00 7 2 9 0 05:15 17:15 8 8 14 0 05:30 17:30 1 0 8 0 05:45 17:45 622 313 334 0 0 69 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 3 3 0 19:00 07:15 2 0 6 0 19:15 07:30 3 0 9 0 19:30 07:45 17 36 52300 36 19:45 08:00 0 0 11 0 20:00 08:15 0 1 3 0 20:15 08:30 5 3 12 0 20:30 08:45 49 04 43000 43 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 9 0 23:00 11:15 2 2 16 0 23:15 11:30 4 0 9 0 23:30 11:45 07 02 94300 52 23:45 Total Vol.23 12 96 0 131 37 42 86 0 165 NB SB NB SB Combined 60 54 182 0 296 Split %17.6%9.2%73.3%0.0%44.3%22.4% 25.5% 52.1%0.0%55.7% Peak Hour 11:15 11:45 11:15 11:15 17:00 12:00 16:45 17:00 Volume 14 16 52 74 22 18 37 69 P.H.F.0.44 0.40 0.72 0.58 0.69 0.45 0.66 0.58 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Project# AM Wednesday, July 15, 2015 PM Daily Totals 15-1194-003 -- WED PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for: City:Carlsbad Location :Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 46 23 0 6 00:15 12:15 4 5 0 0 00:30 12:30 28 28 2 19 00:45 12:45 18 96 27 83 0 2 1 26 207 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 32 36 0 0 04:15 16:15 27 49 0 15 04:30 16:30 25 27 0 10 04:45 16:45 23 107 39 151 0 0 2 27 285 05:00 17:00 31 24 0 5 05:15 17:15 27 32 0 5 05:30 17:30 23 32 0 8 05:45 17:45 27 108 41 129 0 0 9 27 264 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 27 13 0 9 19:00 07:15 26 33 0 12 19:15 07:30 17 31 0 13 19:30 07:45 36 106 48 125 0 0 9 43 274 19:45 08:00 36 33 0 11 20:00 08:15 32 45 0 8 20:15 08:30 34 38 1 8 20:30 08:45 47 149 64 180 0 1 7 34 364 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 22 35 0 12 23:00 11:15 41 37 0 12 23:15 11:30 43 39 0 17 23:30 11:45 34 140 35 146 2 2 13 54 342 23:45 Total Vol.395 451 3 131 980 311 363 2 80 756 NB SB NB SB Combined 706 814 5 211 1736 Split %40.3%46.0%0.3%13.4%56.5%41.1% 48.0%0.3%10.6%43.5% Peak Hour 11:15 08:00 11:45 11:00 08:00 17:00 16:00 12:00 16:15 16:00 Volume 164 180 4 54 364 108 151 2 32 285 P.H.F.0.89 0.70 0.50 0.79 0.77 0.87 0.77 0.25 0.53 0.78 AM Wednesday, July 15, 2015 PM Daily Totals 15-1194-003 -- WED 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 :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 4 9 29 0 00:15 12:15 5 6 30 1 00:30 12:30 6 8 32 1 00:45 12:45 3 18 5 28 28 119 0 2 167 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 7 7 16 1 04:15 16:15 4 8 17 0 04:30 16:30 5 11 15 0 04:45 16:45 2 18 7 33 13 61 0 1 113 05:00 17:00 6 8 11 1 05:15 17:15 3 8 10 0 05:30 17:30 2 5 14 0 05:45 17:45 5 16 9 30 19 54 0 1 101 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 5 4 6 1 19:00 07:15 4 6 8 0 19:15 07:30 1 3 11 1 19:30 07:45 5 15 8 21 10 35 0 2 73 19:45 08:00 2 5 22 0 20:00 08:15 6 9 20 0 20:15 08:30 3 9 25 1 20:30 08:45 3 14 6 29 43 110 0 1 154 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 9 10 29 0 23:00 11:15 6 7 33 1 23:15 11:30 5 8 30 2 23:30 11:45 8 28 11 36 36 128 0 3 195 23:45 Total Vol.57 86 273 6 422 52 91 234 4 381 NB SB NB SB Combined 109 177 507 10 803 Split %13.5%20.4% 64.7%1.4%52.6%13.6% 23.9% 61.4%1.0%47.4% Peak Hour 11:00 11:00 11:00 10:45 11:00 12:00 16:15 12:00 12:00 12:00 Volume 28 36 128 3 195 18 34 119 2 167 P.H.F.0.78 0.82 0.89 0.38 0.89 0.75 0.77 0.93 0.50 0.89 AM Saturday, July 25, 2015 PM Daily Totals 15-1194-003 -- SAT 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 :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 22 28 3 30 00:15 12:15 20 30 2 41 00:30 12:30 41 32 2 42 00:45 12:45 42 125 28 118 1 8 21 134 385 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 30 30 1 19 04:15 16:15 32 32 2 22 04:30 16:30 28 19 3 20 04:45 16:45 24 114 19 100 3 9 21 82 305 05:00 17:00 29 20 2 14 05:15 17:15 26 28 5 16 05:30 17:30 33 24 4 13 05:45 17:45 30 118 41 113 1 12 19 62 305 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 16 19 1 6 19:00 07:15 28 28 2 3 19:15 07:30 24 24 0 5 19:30 07:45 41 109 29 100 0 3 8 22 234 19:45 08:00 42 30 1 11 20:00 08:15 43 35 2 41 20:15 08:30 39 32 3 42 20:30 08:45 33 157 28 125 3 9 28 122 413 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 55 41 2 43 23:00 11:15 41 42 5 39 23:15 11:30 42 39 2 33 23:30 11:45 29 167 33 155 3 12 30 145 479 23:45 Total Vol.433 380 24 289 1126 357 331 29 278 995 NB SB NB SB Combined 790 711 53 567 2121 Split %38.5%33.7%2.1%25.7%53.1%35.9% 33.3%2.9%27.9%46.9% Peak Hour 11:00 11:00 11:15 11:00 11:00 12:00 12:00 16:45 12:00 12:00 Volume 167 155 13 145 479 125 118 14 134 385 P.H.F.0.76 0.92 0.65 0.84 0.85 0.74 0.92 0.70 0.80 0.82 AM Saturday, July 25, 2015 PM Daily Totals 15-1194-003 -- SAT PEDESTRIANS ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY Number: 4 Location: Carlsbad Village Drive Between Carlsbad Boulevard and Washington Street 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 16 26 0 1 00:15 12:15 4 14 0 2 00:30 12:30 23 10 0 2 00:45 12:45 21 64 8 58 0 0 1 6 128 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 23 0 0 04:15 16:15 17 35 0 1 04:30 16:30 51 20 5 2 04:45 16:45 22 111 39 117 0 5 1 4 237 05:00 17:00 21 21 0 8 05:15 17:15 32 43 0 4 05:30 17:30 30 19 0 2 05:45 17:45 45 128 74 157 2 2 2 16 303 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 0 0 0 19:00 07:15 2 1 0 1 19:15 07:30 2 0 0 0 19:30 07:45 411450012 18 19:45 08:00 6 4 0 3 20:00 08:15 1 4 0 0 20:15 08:30 2 4 0 0 20:30 08:45 615 31500 03 33 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 4 0 0 0 23:00 11:15 5 4 0 4 23:15 11:30 7 0 0 0 23:30 11:45 2137 37 22 37 53 23:45 Total Vol.63 27 2 12 104 303 332 0 26 668 EB WB EB WB Combined 366 359 2 38 772 Split %60.6%26.0%1.9%11.5%13.5%45.4% 49.7%0.0% 3.9%86.5% Peak Hour 11:45 11:45 11:00 11:15 11:45 17:00 17:00 15:45 17:00 17:00 Volume 64 53 2 8 127 128 157 5 16 303 P.H.F.0.70 0.51 0.25 0.50 0.74 0.71 0.53 0.25 0.50 0.62 AM Wednesday, July 15, 2015 PM Daily Totals 15-1194-004 -- WED 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 :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 13 22 2 0 00:15 12:15 14 20 0 2 00:30 12:30 19 30 2 0 00:45 12:45 23 69 14 86 2 6 1 3 164 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 15 7 2 04:15 16:15 22 25 3 2 04:30 16:30 29 14 4 0 04:45 16:45 30 107 25 79 5 19 1 5 210 05:00 17:00 39 20 6 4 05:15 17:15 29 25 8 0 05:30 17:30 43 22 0 0 05:45 17:45 55 166 13 80 1 15 1 5 266 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 6 2 0 19:00 07:15 4 4 0 0 19:15 07:30 10 11 0 0 19:30 07:45 318 42546 00 49 19:45 08:00 11 8 4 0 20:00 08:15 11 0 1 1 20:15 08:30 1 18 3 0 20:30 08:45 326 43008 01 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 19 21 5 3 23:00 11:15 16 14 0 0 23:15 11:30 15 12 4 0 23:30 11:45 28 78 37 84 2 11 0 3 176 23:45 Total Vol.122 139 25 4 290 342 245 0 13 640 EB WB EB WB Combined 464 384 25 17 930 Split %42.1%47.9%8.6% 1.4%31.2%53.4% 38.3%0.0% 2.0%68.8% Peak Hour 11:00 11:45 07:45 10:15 11:45 17:00 16:45 16:30 16:15 17:00 Volume 78 109 12 3 191 166 92 23 7 266 P.H.F.0.70 0.74 0.75 0.25 0.71 0.75 0.92 0.72 0.44 0.95 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 15, 2015 PM Daily Totals 15-1194-004 -- WED PEDESTRIANS ONLY Volumes for: City:Carlsbad Location :Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 12 22 0 1 00:15 12:15 10 25 1 5 00:30 12:30 9 25 0 2 00:45 12:45 5 36 21 93 0 1 6 14 144 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 20 29 0 3 04:15 16:15 19 30 1 5 04:30 16:30 13 28 0 2 04:45 16:45 18 70 21 108 0 1 4 14 193 05:00 17:00 25 14 0 1 05:15 17:15 24 19 0 5 05:30 17:30 26 20 0 2 05:45 17:45 22 97 25 78 0 0 3 11 186 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 6 3 0 0 19:00 07:15 1 2 0 1 19:15 07:30 2 0 0 0 19:30 07:45 110380001 19 19:45 08:00 1 0 0 2 20:00 08:15 6 4 0 6 20:15 08:30 5 5 0 9 20:30 08:45 4 16 19 28 0 0 8 25 69 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 22 22 0 8 23:00 11:15 20 16 1 1 23:15 11:30 14 29 0 2 23:30 11:45 16 72 26 93 0 1 2 13 179 23:45 Total Vol.98 129 1 39 267 203 279 0 39 523 EB WB EB WB Combined 301 408 1 78 790 Split %36.7%48.3%0.4%14.6%33.8%38.8% 53.3%0.0% 7.5%66.2% Peak Hour 11:00 11:30 10:30 08:00 11:00 17:00 16:00 12:00 12:00 16:00 Volume 72 102 1 25 179 97 108 1 14 193 P.H.F.0.82 0.88 0.25 0.69 0.86 0.93 0.90 0.25 0.58 0.88 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 25, 2015 PM Daily Totals 15-1194-004 -- SAT PEDESTRIANS 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 30 4 0 00:15 12:15 19 29 4 1 00:30 12:30 13 24 3 0 00:45 12:45 14 67 25 108 6 17 0 1 193 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 28 9 7 4 04:15 16:15 24 11 5 2 04:30 16:30 29 10 8 0 04:45 16:45 30 111 14 44 5 25 0 6 186 05:00 17:00 31 8 9 1 05:15 17:15 29 11 6 0 05:30 17:30 22 14 3 1 05:45 17:45 24 106 29 62 6 24 0 2 194 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 1 2 1 1 19:15 07:30 0 0 0 0 19:30 07:45 25 24 01 12 12 19:45 08:00 9 3 2 0 20:00 08:15 3 5 2 0 20:15 08:30 0 2 0 0 20:30 08:45 13 25 12 22 0 4 0 0 51 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 23 17 8 0 23:00 11:15 17 22 9 1 23:15 11:30 18 24 6 1 23:30 11:45 23 81 21 84 8 31 2 4 200 23:45 Total Vol.111 110 36 6 263 284 214 66 9 573 EB WB EB WB Combined 395 324 102 15 836 Split %42.2%41.8% 13.7%2.3%31.5%49.6% 37.3% 11.5%1.6%68.5% Peak Hour 11:00 11:30 11:00 11:00 11:30 16:30 12:00 16:30 15:30 17:00 Volume 81 104 31 4 211 119 108 28 6 194 P.H.F.0.88 0.87 0.86 0.50 0.96 0.96 0.90 0.78 0.38 0.82 AM Saturday, July 25, 2015 PM Daily Totals 15-1194-004 -- SAT PEDESTRIANS ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2015 MID-BLOCK PEDESTRIAN & BICYCLE COUNT SUMMARY Number: 5 Location: Grand Avenue Between Washington Street and State Street 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 4 9 0 1 00:15 12:15 6 11 0 1 00:30 12:30 12 15 0 0 00:45 12:45 72943911 24 73 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 10 14 3 0 04:15 16:15 14 13 1 3 04:30 16:30 22 7 0 1 04:45 16:45 12 58 17 51 1 5 4 8 122 05:00 17:00 2 3 0 4 05:15 17:15 16 19 0 2 05:30 17:30 18 11 2 0 05:45 17:45 440 538 3 5 612 95 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 4 4 0 3 19:00 07:15 3 6 0 2 19:15 07:30 2 2 0 4 19:30 07:45 1 10 1 13 0 0 2 11 34 19:45 08:00 0 0 0 2 20:00 08:15 1 0 0 1 20:15 08:30 1 8 0 3 20:30 08:45 4 6 12 20 0 0 1 7 33 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 2 4 0 2 23:00 11:15 2 7 1 0 23:15 11:30 10 5 0 1 23:30 11:45 620 11701 47 45 23:45 Total Vol.36 50 1 25 112 127 128 11 24 290 EB WB EB WB Combined 163 178 12 49 402 Split %32.1%44.6%0.9%22.3%27.9%43.8% 44.1%3.8% 8.3%72.1% Peak Hour 11:45 11:45 10:30 07:00 11:45 16:00 16:00 16:00 16:15 16:00 Volume 28 36 1 11 70 58 51 5 12 122 P.H.F.0.58 0.60 0.25 0.69 0.65 0.66 0.75 0.42 0.75 0.90 Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY AM Wednesday, July 15, 2015 PM Daily Totals 15-1194-005 -- WED PEDESTRIANS ONLY BICYCLES ONLY Volumes for: City:Carlsbad Location :Grand Ave. btwn. Washington St. & State St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 7 30 0 0 00:15 12:15 6 9 0 0 00:30 12:30 12 15 1 1 00:45 12:45 14 39 14 68 0 1 0 1 109 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 25 20 1 0 04:15 16:15 18 21 2 0 04:30 16:30 51 36 2 0 04:45 16:45 27 121 19 96 1 6 0 0 223 05:00 17:00 27 31 6 0 05:15 17:15 38 32 0 0 05:30 17:30 19 35 1 0 05:45 17:45 32 116 31 129 0 7 1 1 253 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 5 2 0 19:00 07:15 3 0 4 1 19:15 07:30 1 2 0 0 19:30 07:45 510293901 29 19:45 08:00 5 1 7 0 20:00 08:15 3 0 0 0 20:15 08:30 1 4 3 1 20:30 08:45 5 14 1 6 2 12 0 1 33 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 9 6 3 0 23:00 11:15 20 2 1 0 23:15 11:30 16 8 0 0 23:30 11:45 15 60 10 26 0 4 0 0 90 23:45 Total Vol.84 41 25 2 152 276 293 14 2 585 EB WB EB WB Combined 360 334 39 4 737 Split %55.3%27.0% 16.4%1.3%20.6%47.2% 50.1%2.4% 0.3%79.4% Peak Hour 11:00 11:45 07:15 06:30 11:15 16:30 17:00 16:15 12:00 16:30 Volume 60 64 14 1 109 143 129 11 1 270 P.H.F.0.75 0.53 0.50 0.25 0.74 0.70 0.92 0.46 0.25 0.76 Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY AM Wednesday, July 15, 2015 PM Daily Totals 15-1194-005 -- WED PEDESTRIANS ONLY BICYCLES ONLY Volumes for: City:Carlsbad Location :Grand Ave. btwn. Washington St. & State St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 4 16 1 9 00:15 12:15 11 9 1 9 00:30 12:30 5 12 2 5 00:45 12:45 4 24 11 48 0 4 8 31 107 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 12 14 0 2 04:15 16:15 15 11 2 5 04:30 16:30 8 6 0 3 04:45 16:45 12 47 12 43 0 2 2 12 104 05:00 17:00 11 14 1 6 05:15 17:15 14 16 0 6 05:30 17:30 16 14 0 4 05:45 17:45 13 54 11 55 0 1 8 24 134 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 1 0 1 19:00 07:15 2 2 0 0 19:15 07:30 5 1 0 2 19:30 07:45 212590036 27 19:45 08:00 1 9 0 2 20:00 08:15 4 6 0 1 20:15 08:30 8 8 0 4 20:30 08:45 518 83100 18 57 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 11 8 2 6 23:00 11:15 11 11 3 9 23:15 11:30 9 12 2 8 23:30 11:45 13 44 21 52 0 7 7 30 133 23:45 Total Vol.74 92 7 44 217 125 146 7 67 345 EB WB EB WB Combined 199 238 14 111 562 Split %34.1%42.4%3.2%20.3%38.6%36.2% 42.3%2.0%19.4%61.4% Peak Hour 11:00 11:15 10:45 11:15 11:15 17:00 16:45 12:00 12:00 17:00 Volume 44 60 7 33 136 54 56 4 31 134 P.H.F.0.85 0.71 0.58 0.92 0.83 0.84 0.88 0.50 0.86 0.93 Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY AM Saturday, July 25, 2015 PM Daily Totals 15-1194-005 -- SAT PEDESTRIANS ONLY BICYCLES ONLY Volumes for: City:Carlsbad Location :Grand Ave. btwn. Washington St. & State St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 19 14 1 0 00:15 12:15 13 13 1 1 00:30 12:30 10 13 3 0 00:45 12:45 11 53 10 50 6 11 0 1 115 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 14 7 2 0 04:15 16:15 19 7 3 0 04:30 16:30 18 10 5 0 04:45 16:45 10 61 8 32 2 12 0 0 105 05:00 17:00 17 12 4 1 05:15 17:15 22 15 1 2 05:30 17:30 14 11 5 0 05:45 17:45 15 68 15 53 3 13 0 3 137 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 0 0 0 19:00 07:15 0 1 0 0 19:15 07:30 1 0 3 0 19:30 07:45 45 01 03 00 9 19:45 08:00 3 7 6 0 20:00 08:15 5 3 3 0 20:15 08:30 4 1 5 0 20:30 08:45 5 17 11 22 2 16 0 0 55 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 9 15 2 1 23:00 11:15 27 12 4 0 23:15 11:30 11 12 6 0 23:30 11:45 12 59 19 58 3 15 0 1 133 23:45 Total Vol.81 81 34 1 197 182 135 36 4 357 EB WB EB WB Combined 263 216 70 5 554 Split %41.1%41.1% 17.3%0.5%35.6%51.0% 37.8% 10.1%1.1%64.4% Peak Hour 11:15 11:45 08:00 10:15 11:15 17:00 17:00 16:15 16:30 17:00 Volume 69 59 16 1 140 68 53 14 3 137 P.H.F.0.64 0.78 0.67 0.25 0.81 0.77 0.88 0.70 0.38 0.86 Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY AM Saturday, July 25, 2015 PM Daily Totals 15-1194-005 -- SAT PEDESTRIANS ONLY BICYCLES ONLY