Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About; 2012 Traffic Monitoring Program Carlsbad; 2012 Traffic Monitoring Program Carlsbad; 2012-12-18 2012 TRAFFIC MONITORING PROGRAM City of Carlsbad Growth Management Plan FINAL: December 18, 2012 Table of Contents 1. Introduction .................................................................................................................. 1 Project Overview ............................................................................................................ 1 Annual Report Organization ........................................................................................... 3 2. Mid-Block Roadway Segment Counts ........................................................................ 4 3. Intersection Turn Movement Counts .......................................................................... 8 4. Mid-Block Pedestrian and Bicycle Counts ............................................................... 16 5. Conclusions ............................................................................................................... 19 Appendix A – Intersection Summary Appendix B – Mid-Block Roadway Segment Summary Appendix C – Mid-Block Pedestrian and Bicycle Counts Summary List of Figures 1-1 Project Location Map ..................................................................................................... 2 2-1 Mid-Block Roadway Segments Levels of Service ........................................................... 6 3-1 Intersection Location Map .............................................................................................. 9 3-2 AM Peak Hour – Intersection Levels of Service ............................................................ 14 3-3 PM Peak Hour – Intersection Levels of Service ............................................................ 15 4-1 Mid-Block Pedestrian and Bicycle Count Locations ...................................................... 17 List of Tables 2-1 Mid-Block Roadway Segments Levels of Service Analysis Summary............................. 7 3-1 Intersection Capacity Utilization (ICU) Analysis Summary ............................................ 12 4-1 Summary of Mid-Block Pedestrian and Bicycle Counts ................................................ 18 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 turn 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 24 years, the City of Carlsbad has monitored traffic patterns throughout the City. This 2012 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 2011 during June, July and August, which provides a basis for comparison. The City of Carlsbad is a coastal community located in Southern California, 35 miles north of San Diego, and the current population is approximately 105,000. 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 55-100821.001 - DECEMBER 2012 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 5 5 JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd 5 2012 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 2012 at requested mid-block roadway segment locations and intersections within the City of Carlsbad. The results of this data collection are provided in the appendix following this report. As mentioned previously, a total of twenty-seven (27) mid-block roadway segment count locations were identified by the City of Carlsbad. Average daily traffic (ADT) volume data was collected for a 48-hour period at each location. RBF Consulting coordinated the placement of its counters with City staff and later reviewed the ADT volumes to ensure accuracy and consistency with the prior year’s data. Roadway segment analyses were performed for the critical peak hours. The results of the mid-block roadway segment analysis for the Summer 2012 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 (6:00 to 9:00 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, and 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 2012 Annual Report of the City of Carlsbad’s Traffic Monitoring Program represents the first year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were selected by City staff where pedestrian and bicycle activities are among the highest in the City. The results of the mid-block pedestrian and bicycle data collection are contained in Chapter 4. Critical analysis findings and conclusions are provided in Chapter 5. Chapter 5 also includes operational issues, suggestions for potential improvements at critical locations, and recommendations for future traffic monitoring activities. 4 2. MID-BLOCK ROADWAY SEGMENT COUNTS Mid-block roadway segment counts were collected at twenty-seven (27) locations throughout the City of Carlsbad and shown in Figure 2-1. The roadway segment counts were collected using mechanical tube counters that were placed and monitored for two consecutive days (48- hours). From the 48-hour counts, the average daily traffic (ADT) volumes were determined, and these ADT volumes for the Summer count period are summarized in the Appendix. 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. The mid-block roadway segment level of service ranges based on the lane volume to capacity ratios for the twenty-seven (27) mid-block locations are 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 2012 mid-block roadway segment levels of service during the peak hour. Table 2-1 summarizes and compares the Summer 2012 mid-block roadway segment analysis with data from 2008, 2009, 2010, and 2011. The results of the mid-block roadway segment analysis showed that all locations operated at LOS A or B based on the Summer 2012 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 a.m. and p.m. peak hours, and peak hour operations at LOS D, E, or F are considered deficient. The results of the Summer 2012 analysis show the following changes in traffic patterns along the City’s arterials from the previous year: • Palomar Airport Road: overall increase of 4% • El Camino Real: overall decrease of 2% • Melrose Drive: increase of 6% (only one segment counted) • Carlsbad Boulevard: overall increase of 1% • La Costa Avenue: overall increase of 2% • Rancho Santa Fe Road: increase of 12% (only one segment counted) • Poinsettia Lane: increase of 2% (only one segment counted) • Cannon Road: no change (+/- less than 1%) • College Boulevard: no change (+/- less than 1%) • Alga Road: decrease of 4% (only one segment counted) 5 Out of the twenty-seven (27) mid-block locations in the 2012 TMP report, twenty-four (24) locations were analyzed in the 2011 report and the reports from previous years. Three (3) new mid-block roadway segment locations were added to the 2012 TMP report, which are: • El Camino Real from Jackspar Drive to College Boulevard • Carlsbad Boulevard from Acacia Avenue to Cherry Avenue • Carlsbad Boulevard from Tamarack Avenue to Tierra Del Oro Out of the twenty-four (24) mid-block locations that were previously analyzed, ten (10) locations experienced a decrease in ADT from the previous 2011 counts. The decreases ranged from less than one (1) percent to nineteen (19) percent, with an average decrease of five (5) percent. The decrease in ADT of nineteen (19) percent occurred on El Camino Real from Faraday Avenue to Palomar Airport Road. The largest increase in ADT from the previous year occurred on Palomar Airport from El Camino Real to Loker Avenue, where an increase of thirteen (13) percent was calculated from last year’s count. Citywide, the overall change in traffic volumes along the arterials included in the 2012 count program was an increase of one (1) percent from the previous year. Over the last decade, roadway extension projects within the City of Carlsbad have improved traffic flow and operations around the City. These roadway extension projects include the following: • College Boulevard/Cannon Road extension (completed in August 2004) • Melrose Drive extension from Palomar Airport Road to Vista City boundary (completed in August 2006) • Extension of Faraday Avenue from Orion Street to Melrose Drive (completed in October 2007) Since these extension projects were completed, mid-block roadway segment locations have not experienced level of service operations at worse than LOS B during the peak hour. The results of the analysis show that adequate capacity is available on the arterials throughout the City during the critical peak hour period. Although the mid-block roadway segment analysis can accurately assess the capacity of the through lanes in one direction of travel, overall traffic conditions in urban and suburban settings are more influenced by the operations of major intersections. The results of the 2012 level of service operations analysis are provided in Chapter 3 of this report. NOT TO SCALE 55-100821.001 - DECEMBER 2012 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 5 5 JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd 6 7 22 25 24 26 8 2 3 4 11 27 20 9 10 19 5 12 13 14 15 23 1 2116 17 18 2012 MID-BLOCK ROADWAY SEGMENT LEVELS OF SERVICE FIGURE 2-1 LEGEND LOS A, B, or C LOS D LOS E LOS F 6 7 Table 2-1 City of Carlsbad Mid-Block Roadway Segment LOS Analysis Summary Location Number Segment Segment Location Summer 2008 Summer 2009 Summer 2010 Summer 2011 Summer 2012 ADT Peak LOS * ADT Peak LOS * ADT Peak LOS * ADT Peak LOS * ADT Peak LOS * 1 Palomar Airport Rd. Paseo Del Norte to Armada Dr. 49,570 A 48,758 A 48,490 A 48,249 A 48,626 A 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real 33,523 A 30,786 A 34,030 A 33,440 A 35,154 A 3 Palomar Airport Rd. El Camino Real to Loker Ave (W.) 43,920 A 44,742 A 45,080 A 45,902 A 52,786 A 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo 33,875 A 30,267 A 32,769 A 32,678 A 31,880 A 5 El Camino Real Plaza Dr to Marron Rd 26,713 A 26,401 A 26,406 A 27,806 A 29,245 A 6 El Camino Real Tamarack Ave. to Kelly Dr. 23,717 A 22,817 A 23,540 A 25,036 A 22,514 A 7 El Camino Real Jackspar Dr. to College Blvd. ---- ---- ---- ---- ---- ---- ---- ---- 32,393 B 8 El Camino Real Faraday Ave. to Palomar Airport Rd. 37,735 A 27,205 A 36,200 A 36,281 A 30,477 A 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. 43,213 A 44,112 A 46,203 A 47,151 B 49,760 B 10 El Camino Real Levante St. to Calle Barcelona 31,275 A 31,399 A 32,042 A 33,507 A 35,997 A 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. 22,637 A 22,794 A 22,887 A 23,830 A 25,387 A 12 Carlsbad Blvd State St. to Mountain View Dr. 12,065 A 13,334 A 12,884 A 13,320 A 13,743 A 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. ---- ---- ---- ---- ---- ---- ---- ---- 17,653 A 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro ---- ---- ---- ---- ---- ---- ---- ---- 19,224 A 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. 15,485 A 16,378 A 16,882 A 16,565 A 16,128 A 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. 12,949 A 14,294 A 13,668 A 12,936 A 13,656 A 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. 17,905 A 18,246 A 17,242 A 16,214 A 16,089 A 18 La Costa Ave Piraeus St to Saxony Rd. 32,254 A 33,475 A 32,767 A 33,742 A 35,371 A 19 La Costa Ave Romeria St. to Cadencia St. 11,819 A 12,370 A 12,190 A 12,196 A 12,043 A 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. 31,222 A 25,313 A 28,786 A 27,187 A 30,793 A 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. 24,650 A 25,837 A 25,315 A 24,353 A 24,801 A 22 Tamarack Ave El Camino Real to La Portalada Dr. 8,428 A 7,906 A 8,808 A 8,663 A 7,905 A 23 Cannon Rd. Paseo Del Norte to Car Country Dr. 21,709 A 23,284 A 24,370 A 25,717 A 25,420 A 24 Cannon Rd. Hilltop St. to College Blvd. 16,586 B 16,553 A 17,793 A 17,462 A 17,764 A 25 College Blvd. N. City Limits to Tamarack Ave. (N.) 23,740 A 24,475 A 23,112 A 24,815 A 24,670 A 26 College Blvd. Aston Ave. to Palomar Airport Rd. 13,810 A 13,992 A 13,873 A 13,635 A 13,806 A 27 Alga Rd Corintia St. to El Fuerte St. 10,632 A 10,216 A 10,844 A 10,856 A 10,454 A * Roadway segment levels of service are based on peak hour operating conditions. For detailed peak hour analysis, refer to Table B-2 in Appendix B of this report. 8 3. INTERSECTION TURN MOVEMENT COUNTS Intersection turn movement counts were collected in Summer 2012 at forty-nine (49) major intersections around the City. The locations of the intersections included in the 2012 Traffic Monitoring Program (TMP) Report are shown graphically in Figure 3-1. The turn movement counts were conducted during the AM peak period (6:00 to 9:00 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 count dates are provided on each of the count data worksheets in the Appendix. During the count period, RBF staff monitored traffic conditions and noted locations where capacity or signal timing resulted in queues or operational deficiencies that may not be readily obvious using the ICU methodology. Intersection inventory and summary sheets are provided in the Appendix. The intersection of Jefferson Street and Marron Road (#36) was selected as one of the forty- nine (49) intersections to be counted and evaluated in the 2012 Annual TMP Report, but due to a prolonged street closure of Jefferson Street at the west leg of the intersection, counts at Jefferson Street and Marron Road were not collected and ICU calculations were not conducted for this year’s TMP Report. Counts and ICU analysis for this intersection will be included in next year’s 2013 Annual TMP Report. The 48 remaining 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-eight (48) intersections evaluated in the 2012 Report. The ICU calculations performed assumed the following lane group capacities: Lane Group Capacity Thru Lanes 2,000 vehicles per hour per lane Turn Lanes 1,800 vehicles per hour per lane Dual Turn Lanes 1,800 vehicles per hour per lane The ICU methodology reports level of service (LOS) based on volume-to-capacity ratios ranging from 0.0 to 1.0: Ratio LOS 0.0 – 0.60 A 0.61 – 0.70 B 0.71 – 0.80 C 0.81 – 0.90 D 0.91 – 1.00 E Greater than 1.00 F NOT TO SCALE 55-100821.001 - DECEMBER 2012 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 5 5 JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd LEGEND XX Intersection Count Location/ Number 2012 INTERSECTION LOCATION MAP FIGURE 3-1 40 1 14 4 5 6 41 39 7 8 16 17 18 32 19 20 21 359 10 11 12 13 27 28 29 2 3 22 30 31 37 42 43 23 24 384445 46 47 15 25 34 33 26 48 49 9 36 10 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 levels of service that are better than what actually occurs at these intersections during the peak hours. Field observations 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 I-5 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 2012: • Overall the changes in the turning movement volumes and ICU calculations for the intersections along El Camino Real have been minimal from 2011 to 2012. Turning movement volumes at the intersection of El Camino Real and Palomar Airport Road have decreased during the AM peak hour, but have increased during the PM peak hour. • The ICU calculations show that from 2011 to 2012, operations at El Camino Real and Aviara Parkway/Alga Road have improved from LOS D to LOS C during the PM peak hour. The improvement in the ICU and LOS is attributed to a considerable reduction in PM peak hour volumes on the critical movements at the intersection from the previous year. The critical movements include the northbound right-turn, the southbound left-turn, the eastbound right-turn, and the westbound left-turn. • Based on the ICU calculations from the 2011 to 2012 counts, operations at El Camino Real and La Costa Avenue have improved from LOS C to LOS B during the AM peak hour, and from LOS D to LOS B during the PM peak hour. The improvement in the ICU calculations and LOS from 2011 to 2012 is due to the installation of a right-turn overlap phase for the southbound right-turn movement and from an overall decrease in traffic volumes through the intersection. However, the ICU calculations do not address the queuing in the eastbound left-turn lanes that continue to spill back several hundred yards beyond the turn bay during both the AM and PM peak periods. Vehicles in the back of the queue often must wait through two cycle lengths to traverse through the intersection, and the capacity of the eastbound through lanes is reduced to one lane approaching El Camino Real upstream from the left-turn lanes. • Southbound through volumes at several intersections along Carlsbad Boulevard have decreased significantly during the PM peak hour from the previous year’s counts. The 2011 counts may have been collected when severe southbound congestion on the I-5 11 freeway was occurring, resulting in freeway traffic diverting to southbound Carlsbad Boulevard and using it as an alternate route to the freeway. Southbound PM peak period traffic on I-5 was observed to be flowing during the collection of 2012 counts on Carlsbad Boulevard. The ICU calculations and LOS for the previous 2008 through 2011 Reports are summarized in Table 3-1. 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 a.m. and p.m. peak hours, and peak hour operations at LOS E or F are considered deficient. The results of the ICU analysis for the 2012 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 21 Palomar Airport Road & Melrose Drive 0.90 D AM peak 43 I-5 NB Ramps & Carlsbad Village Drive 0.81 D PM peak The following describes the 2012 peak period operations of the two (2) intersections that are operating at LOS D: Palomar Airport Road and Melrose Drive (#21) This intersection is operating at a high LOS D during the AM peak hour based on the ICU calculations and Summer 2012 counts. In 2011, this intersection operated at a low LOS C during the AM peak period. The worsening AM peak hour LOS from 2011 to 2012 is primarily due to an increase in traffic volumes at the critical movements, primarily the southbound right- turn lane, which experienced an increase of approximately 100 vehicles from 2011 to 2012 during the AM peak hour. I-5 Northbound Ramps and Carlsbad Village Drive (#43) The ICU calculations based on the 2012 counts show that this intersection is operating at a low LOS D during the PM peak hour. From 2011 to 2012, PM peak period operations at this intersection worsened from LOS B to LOS D. The worsening PM peak hour LOS from the previous year is primarily due to an increase of approximately 20% in the turning movement volumes at all approaches of the intersection. The increase could be attributed to a higher number of tourists and residents heading to and from Carlsbad Village and/or the beach areas that day. 12 Table 3-1 Intersection Capacity Utilization Analysis Summary Count # Intersection Summer 2008 Peak Hour Summer 2009 Peak Hour Summer 2010 Peak Hour Summer 2011 Peak Hour Summer 2012 Peak Hour AM PM AM PM AM PM AM PM AM PM ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS 1 El Camino Real & Plaza Dr. 0.34 A 0.65 B 0.30 A 0.61 B 0.34 A 0.65 B 0.34 A 0.66 B 0.32 A 0.62 B 2 El Camino Real & Marron Rd. 0.35 A 0.49 A 0.35 A 0.50 A 0.34 A 0.52 A 0.34 A 0.53 A 0.37 A 0.55 A 3 El Camino Real & Carlsbad Village Dr. 0.44 A 0.57 A 0.42 A 0.55 A 0.45 A 0.55 A 0.45 A 0.59 A 0.45 A 0.58 A 4 El Camino Real & Tamarack Ave. 0.67 B 0.55 A 0.61 B 0.59 A 0.63 B 0.59 A 0.64 B 0.59 A 0.66 B 0.53 A 5 El Camino Real & Cannon Rd. 0.59 A 0.72 C 0.62 B 0.88 D 0.60 A 0.78 C 0.61 B 0.80 C 0.64 B 0.76 C 6 El Camino Real & College Blvd. 0.58 A 0.58 A 0.56 A 0.57 A 0.56 A 0.53 A 0.61 B 0.55 A 0.48 A 0.72 C 7 El Camino Real & Faraday Ave. 0.66 B 0.65 B 0.60 A 0.68 B 0.65 B 0.70 B 0.66 B 0.72 C 0.62 B 0.76 C 8 El Camino Real & Palomar Airport Rd. 0.55 A 0.75 C 0.54 A 0.78 C 0.52 A 0.71 C 0.58 A 0.77 C 0.55 A 0.80 C 9 El Camino Real & Cassia Rd. 0.59 A 0.56 A 0.59 A 0.55 A 0.57 A 0.58 A 0.64 B 0.61 B 0.62 B 0.64 B 10 El Camino Real & Poinsettia Ln. 0.34 A 0.54 A 0.38 A 0.54 A 0.38 A 0.55 A 0.39 A 0.56 A 0.41 A 0.57 A 11 El Camino Real & Alga Rd./Aviara Pkwy 0.55 A 0.73 C 0.68 B 0.76 C 0.63 B 0.87 D 0.63 B 0.83 D 0.65 B 0.72 C 12 El Camino Real & La Costa Ave. 0.63 B 0.77 C 0.78 C 0.84 D 0.70 B 0.79 C 0.78 C 0.85 D 0.67 B 0.68 B 13 El Camino Real & Calle Barcelona 0.46 A 0.62 B 0.48 A 0.60 A 0.45 A 0.57 A 0.48 A 0.61 B 0.52 A 0.62 B 14 Palomar Airport Rd. & Avenida Encinas 0.51 A 0.80 C 0.57 A 0.74 C 0.49 A 0.75 C 0.54 A 0.74 C 0.49 A 0.67 B 15 Palomar Airport Rd. & Paseo Del Norte 0.59 A 0.67 B 0.60 A 0.70 B 0.54 A 0.57 A 0.58 A 0.66 B 0.71 C 0.79 C 16 Palomar Airport Rd. & Armada Dr. 0.56 A 0.70 B 0.52 A 0.69 B 0.57 A 0.75 C 0.52 A 0.72 C 0.54 A 0.68 B 17 Palomar Airport Rd. & College Blvd./ Aviara Pkwy 0.59 A 0.72 C 0.54 A 0.72 C 0.58 A 0.77 C 0.59 A 0.76 C 0.56 A 0.74 C 18 Palomar Airport Rd. & Yarrow Dr. 0.50 A 0.56 A 0.42 A 0.55 A 0.41 A 0.52 A 0.43 A 0.54 A 0.43 A 0.63 B 19 Palomar Airport Rd. & Loker Ave. (W.) 0.75 C 0.68 B 0.66 B 0.76 C 0.72 C 0.64 B 0.66 B 0.69 B 0.74 C 0.71 C 20 Palomar Airport Rd. & El Fuerte St. 0.63 B 0.61 B 0.52 A 0.66 B 0.39 A 0.58 A 0.56 A 0.65 B 0.61 B 0.80 C 21 Palomar Airport Rd. & Melrose Dr. 0.68 B 0.68 B 0.82 D 0.64 B 0.75 C 0.59 A 0.71 C 0.58 A 0.90 D 0.59 A 22 Carlsbad Blvd. & Carlsbad Village Dr. 0.29 A 0.57 A 0.29 A 0.56 A 0.29 A 0.53 A 0.30 A 0.57 A 0.36 A 0.56 A 23 Carlsbad Blvd & Tamarack Ave. 0.41 A 0.46 A 0.35 A 0.59 A 0.39 A 0.48 A 0.30 A 0.53 A 0.35 A 0.56 A 24 Carlsbad Blvd. & Cannon Rd. 0.35 A 0.69 B 0.38 A 0.69 B 0.50 A 0.68 B 0.58 A 0.80 C 0.41 A 0.70 B 25 Carlsbad Blvd. & Poinsettia Ln. 0.26 A 0.26 A 0.32 A 0.31 A 0.29 A 0.34 A 0.27 A 0.52 A 0.27 A 0.36 A 13 Table 3-1 (continued) Intersection Capacity Utilization Analysis Summary Count # Intersection Summer 2008 Peak Hour Summer 2009 Peak Hour Summer 2010 Peak Hour Summer 2011 Peak Hour Summer 2012 Peak Hour AM PM AM PM AM PM AM PM AM PM ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS ICU Ratio LOS 26 Carlsbad Blvd. & Avenida Encinas 0.30 A 0.32 A 0.35 A 0.33 A 0.33 A 0.44 A 0.30 A 0.57 A 0.30 A 0.34 A 27 Rancho Santa Fe Rd. & San Elijo Rd. 0.51 A 0.69 B 0.50 A 0.75 C 0.52 A 0.75 C 0.57 A 0.76 C 0.54 A 0.72 C 28 Rancho Santa Fe Rd. & La Costa Ave. 0.60 A 0.62 B 0.63 B 0.60 A 0.65 B 0.64 B 0.62 B 0.59 A 0.62 B 0.61 B 29 Olivenhain Rd & Rancho Santa Fe Rd./ Camino Alvaro 0.67 B 0.75 C 0.56 A 0.73 C 0.54 A 0.54 A 0.56 A 0.59 A 0.61 B 0.55 A 30 Carlsbad Village Dr. & State St. 0.25 A 0.37 A 0.25 A 0.37 A 0.23 A 0.35 A 0.24 A 0.37 A 0.29 A 0.41 A 31 Carlsbad Village Dr. & Harding St. 0.33 A 0.53 A 0.34 A 0.54 A 0.35 A 0.50 A 0.37 A 0.53 A 0.50 A 0.64 B 32 Poinsettia Ln. & Aviara Pkwy. 0.42 A 0.52 A 0.43 A 0.53 A 0.41 A 0.52 A 0.44 A 0.51 A 0.42 A 0.53 A 33 Poinsettia Ln. & Paseo Del Norte 0.55 A 0.65 B 0.54 A 0.65 B 0.55 A 0.65 B 0.60 A 0.64 B 0.59 A 0.67 B 34 Poinsettia Ln. & Avenida Encinas 0.44 A 0.62 B 0.47 A 0.70 B 0.45 A 0.70 B 0.53 A 0.69 B 0.52 A 0.65 B 35 Melrose Dr. & Alga Rd. 0.48 A 0.56 A 0.44 A 0.56 A 0.44 A 0.60 A 0.47 A 0.57 A 0.44 A 0.58 A 36 Jefferson St. & Marron Rd. 0.38 A 0.63 B 0.39 A 0.57 A 0.34 A 0.52 A 0.35 A 0.55 A * 37 Monroe St. & Marron Rd. 0.23 A 0.35 A 0.20 A 0.34 A 0.23 A 0.32 A 0.21 A 0.34 A 0.37 A 0.44 A 38 Cannon Rd. & Paseo Del Norte 0.57 A 0.50 A 0.52 A 0.48 A 0.53 A 0.53 A 0.56 A 0.54 A 0.52 A 0.53 A 39 Cannon Rd. & Faraday Ave. ---- ---- ---- ---- 0.37 A 0.54 A 0.34 A 0.52 A 0.36 A 0.58 A 0.48 A 0.56 A 40 College Blvd. & Carlsbad Village Dr. 0.48 A 0.48 A 0.54 A 0.49 A 0.69 B 0.48 A 0.51 A 0.46 A 0.49 A 0.45 A 41 College Blvd. & Faraday Ave. 0.44 A 0.50 A 0.45 A 0.47 A 0.44 A 0.50 A 0.44 A 0.54 A 0.48 A 0.51 A 42 I-5 SB Ramps & Carlsbad Village Dr. 0.46 A 0.63 B 0.52 A 0.77 C 0.53 A 0.72 C 0.55 A 0.68 B 0.49 A 0.66 B 43 I-5 NB Ramps & Carlsbad Village Dr. 0.52 A 0.69 B 0.53 A 0.69 B 0.58 A 0.65 B 0.54 A 0.66 B 0.68 B 0.81 D 44 I-5 SB Ramps & Cannon Rd. 0.51 A 0.48 A 0.48 A 0.43 A 0.43 A 0.47 A 0.47 A 0.48 A 0.46 A 0.49 A 45 I-5 NB Ramps & Cannon Rd. 0.49 A 0.56 A 0.46 A 0.54 A 0.46 A 0.56 A 0.49 A 0.58 A 0.47 A 0.65 B 46 I-5 SB Ramps & Palomar Airport Rd. 0.47 A 0.51 A 0.50 A 0.48 A 0.43 A 0.43 A 0.42 A 0.45 A 0.44 A 0.47 A 47 I-5 NB Ramps & Palomar Airport Rd. 0.66 B 0.72 C 0.70 B 0.81 D 0.65 B 0.73 C 0.64 B 0.71 C 0.66 B 0.65 B 48 I-5 SB Ramps & La Costa Ave. 0.53 A 0.54 A 0.62 B 0.58 A 0.54 A 0.56 A 0.52 A 0.58 A 0.53 A 0.57 A 49 I-5 NB Ramps & La Costa Ave. 0.60 A 0.70 B 0.63 B 0.65 B 0.55 A 0.63 B 0.63 B 0.64 B 0.63 B 0.77 C * Count data not collected in 2012 due to construction NOT TO SCALE 55-100821.001 - DECEMBER 2012 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 5 5 JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd LEGEND XX LOS A, B or C LOS D LOS E LOS F 2012 AM PEAK HOUR INTERSECTION LEVELS OF SERVICE Figure 3-2 XX XX XX 40 1 14 4 5 6 41 39 7 8 16 17 18 32 19 20 21 359 10 11 12 13 27 28 29 2 3 22 30 31 37 42 43 23 24 384445 46 47 15 25 34 33 26 48 49 14 NOT TO SCALE 55-100821.001 - DECEMBER 2012 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 5 5 JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd 2012 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 39 7 8 16 17 18 32 19 20 21 359 10 11 12 13 27 28 29 2 3 22 30 31 37 42 43 23 24 384445 46 47 15 25 34 33 26 48 49 15 16 4. MID-BLOCK PEDESTRIAN AND BICYCLE COUNTS The City of Carlsbad has been in the process of updating their General Plan Circulation Element, which will include a shift from the traditional focus on vehicular traffic flow and operations, to a multi-modal focus. A multi-modal focus accounts for all users of the City’s roadway network, which includes not only motorized vehicles, but also transit riders, bicyclists and pedestrians. Therefore, this 2012 Annual Report of the City of Carlsbad’s Traffic Monitoring Program represents the first year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were selected by City staff where pedestrian and bicycle activities are among the highest in the City, 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 25, 2012), and also on a weekend (Saturday, July 28, 2012) 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. The locations of the mid-block pedestrian and bicycle counts are shown in Figure 4-1. The peak hour counts for each period were calculated from the 15-minute data, and are summarized below in Table 4-1. Table 4-1 reveals the following characteristics about the pedestrian and bicycle activities at the selected locations: • Weekday pedestrian activities are highest during the PM peak period (4:00 – 6:00 PM) • Weekend pedestrian activities are highest during the midday peak period (11:00 AM – 1:00 PM) • Both weekday and weekend bicycle activities are highest during the AM peak period (7:00 – 9:00 AM) • The highest levels of pedestrian activity occur on the beachside path along the west side of Carlsbad Boulevard between Chestnut Avenue and Maple Avenue, on both weekdays and weekends.. • The highest levels of bicycle activity occur along Carlsbad Boulevard between Chestnut Avenue and Maple Avenue on both weekdays and weekends. • Overall pedestrian and bicycle activities are higher on the weekends than during the week. NOT TO SCALE 55-100821.001 - DECEMBER 2012 OCEANSIDE VISTA ENCINITAS SAN MARCOS ENCINITAS 78 5 5 JeffersonSt Plaza Dr TamarackAve KellyDr HilltopSt JacksparDr AstonAve RanchoCarlsbadDr Loker Ave(W.) YarrowDr Avenida Encinas CassiaRd ArenalRd Costa DelMar Rd RomeriaSt SanElijo Rd CorintiaSt Alga PaseoValindo LaPortaladaDr CalleAcervo Camino DeLos Coches CarCountryDr LegolandDr CerezoDr PACIFIC OCEAN BreakwaterRd 1 2 3 4 5 LEGEND Mid-Block Ped/Bike Count Location Mid-Block Count Number X X 2012 MID-BLOCK PEDESTRIAN AND BICYCLE COUNT LOCATIONS Figure 4-117 18 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 25, 2012) 1 Carlsbad Blvd. Carlsbad-Oceanside Boundary to State St. NB 2 67 12 33 6 24 SB 3 25 3 39 3 23 2 Carlsbad Blvd. Grand Ave. to Carlsbad Village Dr. NB 72 50 70 35 69 14 SB 34 23 173 12 139 12 3 Carlsbad Blvd. Chestnut Ave. and Maple Ave. NB 22 53 22 22 26 29 SB 323 29 311 40 336 34 4 Carlsbad Village Dr. Carlsbad Blvd. to Washington St. EB 56 7 110 4 168 18 WB 31 8 94 9 104 10 5 Grand Ave. Washington St. to State St. EB 28 7 50 8 64 8 WB 21 6 41 10 51 17 Weekday Total 592 275 886 212 966 189 Weekend Counts (Saturday, July 28, 2012) 6 Carlsbad Blvd. Carlsbad-Oceanside Boundary to State St. NB 9 121 19 89 5 26 SB 19 39 7 139 5 34 7 Carlsbad Blvd. Grand Ave. to Carlsbad Village Dr. NB 57 161 135 98 163 33 SB 54 35 199 65 350 17 8 Carlsbad Blvd. Chestnut Ave. and Maple Ave. NB 17 201 44 91 19 43 SB 437 76 436 154 301 48 9 Carlsbad Village Dr. Carlsbad Blvd. to Washington St. EB 59 15 144 16 241 22 WB 38 30 215 9 126 1 10 Grand Ave. Washington St. to State St. EB 36 5 132 15 108 9 WB 35 16 90 9 80 9 Weekend Total 761 699 1,421 685 1,398 242 19 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. This 2012 Annual Report of the City of Carlsbad’s Traffic Monitoring Program represents the first year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were 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) from 2011 to 2012. The results of the 2012 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 21 Palomar Airport Road & Melrose Drive 0.90 D AM peak 43 I-5 NB Ramps & Carlsbad Village Drive 0.81 D PM peak It is recommended that the City monitor the above-listed locations closely over the next several years to identify potential operational deficiencies during the peak periods. In conclusion, this report provides an assessment of overall traffic operations throughout the City, and identifies trends in traffic patterns from the previous years. As shown, there has been an overall increase in traffic city-wide (1%) from 2011 to 2012. Arterials with the highest increase in traffic include Palomar Airport Road, Melrose Drive, and Rancho Santa Fe Road. The City should use this report to identify locations where additional traffic monitoring may be needed in the future. APPENDIX A 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 A-1 summarizes the list of identified intersections and provides the dates that each turning movement count was collected. The traffic counts were collected for the AM and PM peak traffic periods during the months of July and August 2012. The AM peak period is between 6:00 AM and 9:00 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 A includes the following information for the 2012 Traffic Monitoring Program Report: • AM and PM peak period traffic count data (data divided into 15-minute intervals) • Intersection field observations and lane geometrics diagram • AM and PM peak hour ICU analysis worksheets Table A-1 Summary of Intersection Turning Movement Counts Location Number Count Intersection/Location Count Day Count Date 1 El Camino Real & Plaza Dr. Tues. 7/31 2 El Camino Real & Marron Rd. Tues. 7/31 3 El Camino Real & Carlsbad Village Dr. Tues. 7/31 4 El Camino Real & Tamarack Ave. Tues. 7/10 5 El Camino Real & Cannon Rd. Tues. 7/10 6 El Camino Real & College Blvd. Tues. 7/10 7 El Camino Real & Faraday Ave. Wed. 7/11 8 El Camino Real & Palomar Airport Rd. Wed. 7/11 9 El Camino Real & Cassia Rd. Wed. 7/18 10 El Camino Real & Poinsettia Ln. Wed. 7/18 11 El Camino Real & Alga Rd./Aviara Pkwy. Wed. 7/18 12 El Camino Real & La Costa Ave. Wed. 7/18 13 El Camino Real & Calle Barcelona Thurs. 7/19 14 Palomar Airport Rd. & Avenida Encinas Wed. 8/1 15 Palomar Airport Rd. & Paseo Del Norte Wed. 8/1 16 Palomar Airport Rd. & Armada Dr. Thurs. 7/12 17 Palomar Airport Rd. & College Blvd./ Aviara Pkwy. Thurs. 7/12 18 Palomar Airport Rd. & Yarrow Dr. Thurs. 7/12 19 Palomar Airport Rd. & Loker Ave. (W.) Tues. 7/17 20 Palomar Airport Rd. & El Fuerte St. Tues. 7/17 21 Palomar Airport Rd. & Melrose Dr. Tues. 7/17 22 Carlsbad Blvd. & Carlsbad Village Dr. Tues. 7/24 23 Carlsbad Blvd & Tamarack Avenue Thurs. 7/26 24 Carlsbad Blvd. & Cannon Rd. Thurs. 7/26 25 Carlsbad Blvd. & Poinsettia Ln. Thurs. 8/2 26 Carlsbad Blvd. & Avenida Encinas Thurs. 8/2 27 Rancho Santa Fe Rd. & San Elijo Rd. Thurs. 7/19 28 Rancho Santa Fe Rd. & La Costa Ave. Thurs. 7/19 29 Olivenhain Rd. & Rancho Santa Fe Rd./Camino Alvaro Thurs. 7/19 30 Carlsbad Village Dr. & State St. Thurs. 7/24 31 Carlsbad Village Dr. & Harding St. Tues. 7/24 32 Poinsettia Ln. & Aviara Pkwy. Thurs. 7/12 33 Poinsettia Ln. & Paseo Del Norte Thurs. 8/2 34 Poinsettia Ln. & Avenida Encinas Thurs. 8/2 35 Melrose Dr. & Alga Rd. Tues. 7/17 36 Jefferson St. & Marron Rd. West Leg Closed to Traffic 37 Monroe St. & Marron Rd. Tues. 7/31 38 Cannon Rd. & Paseo Del Norte Thurs. 7/26 39 Cannon Rd. & Faraday Ave. Wed. 7/11 40 College Blvd. & Carlsbad Village Dr. Tues. 7/10 41 College Blvd. & Faraday Ave. Wed. 7/11 42 I-5 SB Ramps & Carlsbad Village Dr. Tues. 7/24 43 I-5 NB Ramps & Carlsbad Village Dr. Tues. 7/24 44 I-5 SB Ramps & Cannon Rd. Thurs. 7/26 45 I-5 NB Ramps & Cannon Rd. Thurs. 7/26 46 I-5 SB Ramps & Palomar Airport Rd. Wed. 8/1 47 I-5 NB Ramps & Palomar Airport Rd. Wed. 8/1 48 I-5 SB Ramps & La Costa Ave. Thurs. 8/7 49 I-5 NB Ramps & La Costa Ave. Thurs. 8/7 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:00 AM to 8:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 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 6 686 36 237 1143 16 11 3 1 33 6 47 Adjusted Hourly Volume 6 722 0 237 1159 0 14 0 1 39 0 47 Utilization Factor 0.00 0.12 0.00 0.07 0.19 0.00 0.00 0.00 0.00 0.02 0.00 0.03 Critical Factors 0.00 0.19 0.00 0.03 ICU Ratio = 0.32 LOS =A Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day :Tuesday 2140 Total Name : FDS 1396 744 Subtotals 0 Sub -16 1143 237 Sub - Totals totals totals Totals W E e 28 a s 43 0 11 47 s t 15 3 6 86 t 1 33 0 362 A North A p 276 p p p r r 6 686 36 Plaza Drive 0 Subtotals 1177 728 Total 1905 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/12 8:00 AM 7:00 AM El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 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 28 1348 32 337 897 188 315 18 56 73 25 206 Adjusted Hourly Volume 28 1380 0 337 1085 0 333 0 56 98 0 206 Utilization Factor 0.01 0.23 0.00 0.09 0.18 0.00 0.09 0.00 0.03 0.05 0.00 0.11 Critical Factors 0.23 0.09 0.09 0.11 ICU Ratio =0.62 LOS =B Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day :Tuesday 3291 Total Name :FDS 1422 1869 Subtotals 0 Sub -188 897 337 Sub - Totals totals totals Totals W E e 241 a s 630 0 315 206 s t 389 18 25 304 t 56 73 0 691 A North A p 387 p p p r r 28 1348 32 Plaza Drive 0 Subtotals 1026 1408 Total 2434 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 26 585 40 76 1025 67 35 18 33 99 34 95 Adjusted Hourly Volume 26 625 0 76 1092 0 35 18 33 99 34 95 Utilization Factor 0.01 0.10 0.00 0.02 0.18 0.00 0.02 0.01 0.02 0.06 0.02 0.05 Critical Factors 0.01 0.18 0.02 0.06 ICU Ratio = 0.37 LOS =A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day :Tuesday 1895 Total Name : FDS 1168 727 Subtotals 12 Sub -67 1025 76 Sub - Totals totals totals Totals W E e 127 a s 213 0 35 95 s t 86 18 34 228 t 33 99 0 350 A North A p 122 p p p r r 26 585 40 Marron Road 0 Subtotals 1157 651 Total 1808 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/12 8:00 AM 7:00 AM El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 1 1 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 157 1074 109 212 709 142 184 166 120 139 109 167 Adjusted Hourly Volume 157 1183 0 212 851 0 184 286 0 139 109 167 Utilization Factor 0.04 0.20 0.00 0.06 0.14 0.00 0.10 0.07 0.00 0.08 0.05 0.09 Critical Factors 0.20 0.06 0.10 0.09 ICU Ratio =0.55 LOS =A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day :Tuesday 2498 Total Name :FDS 1063 1435 Subtotals 10 Sub -142 709 212 Sub - Totals totals totals Totals W E e 408 a s 878 0 184 167 s t 470 166 109 415 t 120 139 0 892 A North A p 477 p p p r r 157 1074 109 Marron Road 0 Subtotals 968 1340 Total 2308 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 2 0 1 2 0 Capacity 1800 6000 0 1800 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 44 394 10 112 997 82 106 73 72 69 211 131 Adjusted Hourly Volume 44 404 0 112 1079 0 106 145 0 69 342 0 Utilization Factor 0.02 0.07 0.00 0.06 0.18 0.00 0.06 0.04 0.00 0.04 0.09 0.00 Critical Factors 0.02 0.18 0.06 0.09 ICU Ratio = 0.45 LOS =A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day :Tuesday 1859 Total Name : FDS 1191 668 Subtotals 37 Sub -82 997 112 Sub - Totals totals totals Totals W E e 337 a s 588 0 106 131 s t 251 73 211 411 t 72 69 0 569 A North A p 158 p p p r r 44 394 10 Carlsbad Village Drive 0 Subtotals 1138 448 Total 1586 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/12 8:00 AM 7:00 AM El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 2 0 1 2 0 Capacity 1800 6000 0 1800 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 116 1187 66 184 630 169 156 318 64 30 196 129 Adjusted Hourly Volume 116 1253 0 184 799 0 156 382 0 30 325 0 Utilization Factor 0.06 0.21 0.00 0.10 0.13 0.00 0.09 0.10 0.00 0.02 0.08 0.00 Critical Factors 0.21 0.10 0.09 0.08 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 2472 Total Name :FDS 983 1489 Subtotals 17 Sub -169 630 184 Sub - Totals totals totals Totals W E e 479 a s 1017 0 156 129 s t 538 318 196 355 t 64 30 1 907 A North A p 552 p p p r r 116 1187 66 Carlsbad Village Drive 2 Subtotals 725 1369 Total 2094 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 1 1 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 2 1 1 1 1 1 2 0 Capacity 1800 6000 0 1800 4000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 49 333 68 16 1107 31 24 65 160 295 136 31 Adjusted Hourly Volume 49 401 0 16 1107 31 24 65 160 295 167 0 Utilization Factor 0.03 0.07 0.00 0.01 0.28 0.02 0.01 0.03 0.09 0.16 0.04 0.00 Critical Factors 0.03 0.28 0.09 0.16 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 :Tuesday 1542 Total Name :FDS 1154 388 Subtotals 0 Sub -31 1107 16 Sub - Totals totals totals Totals W E e 216 a s 465 0 24 31 s t 249 65 136 462 t 160 295 0 611 A North A p 149 p p p r r 49 333 68 Tamarack Avenue 0 Subtotals 1562 450 Total 2012 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/12 8:00 AM 7:00 AM El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 2 1 1 1 1 1 2 0 Capacity 1800 6000 0 1800 4000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 164 1357 272 35 544 61 51 136 72 118 102 17 Adjusted Hourly Volume 164 1629 0 35 544 61 51 136 72 118 119 0 Utilization Factor 0.09 0.27 0.00 0.02 0.14 0.03 0.03 0.07 0.04 0.07 0.03 0.00 Critical Factors 0.27 0.02 0.07 0.07 ICU Ratio =0.53 LOS =A Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day :Tuesday 2065 Total Name :FDS 640 1425 Subtotals 0 Sub -61 544 35 Sub - Totals totals totals Totals W E e 327 a s 586 0 51 17 s t 259 136 102 237 t 72 118 0 680 A North A p 443 p p p r r 164 1357 272 Tamarack Avenue 0 Subtotals 734 1793 Total 2527 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 60 388 192 31 1489 247 60 80 74 780 434 10 Adjusted Hourly Volume 60 388 192 31 1489 217 60 154 0 780 444 0 Utilization Factor 0.03 0.10 0.11 0.02 0.25 0.12 0.02 0.04 0.00 0.22 0.11 0.00 Critical Factors 0.03 0.25 0.04 0.22 ICU Ratio = 0.64 LOS =B Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day :Tuesday 2226 Total Name : FDS 1767 459 Subtotals 1 Sub -247 1489 31 Sub - Totals totals totals Totals W E e 740 a s 954 0 60 10 s t 214 80 434 1224 t 74 780 1 1527 A North A p 303 p p p r r 60 388 192 Cannon Road 1 Subtotals 2343 640 Total 2983 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/12 8:00 AM 7:00 AM El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 79 1590 802 29 601 144 243 392 86 247 184 27 Adjusted Hourly Volume 79 1590 802 29 601 22 243 478 0 247 211 0 Utilization Factor 0.04 0.40 0.45 0.02 0.10 0.01 0.07 0.12 0.00 0.07 0.05 0.00 Critical Factors 0.45 0.02 0.12 0.07 ICU Ratio =0.76 LOS =C Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day :Tuesday 2634 Total Name :FDS 774 1860 Subtotals 0 Sub -144 601 29 Sub - Totals totals totals Totals W E e 407 a s 1128 0 243 27 s t 721 392 184 458 t 86 247 1 1682 A North A p 1224 p p p r r 79 1590 802 Cannon Road 0 Subtotals 933 2471 Total 3404 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 3 1 1 2 1 2 1 1 2 2 0 Capacity 1800 6000 1800 1800 4000 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 140 512 10 20 1627 565 69 3 3 39 31 19 Adjusted Hourly Volume 140 512 10 20 1627 0 69 3 3 39 50 0 Utilization Factor 0.08 0.09 0.01 0.01 0.41 0.00 0.02 0.00 0.00 0.01 0.01 0.00 Critical Factors 0.08 0.41 0.02 0.01 ICU Ratio = 0.62 LOS =B Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day :Tuesday 2813 Total Name : FDS 2212 601 Subtotals 1 Sub -565 1627 20 Sub - Totals totals totals Totals W E e 678 a s 753 0 69 19 s t 75 3 31 89 t 3 39 0 121 A North A p 32 p p p r r 140 512 10 College Boulevard 58 Subtotals 1727 662 Total 2389 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/12 8:45 AM 7:45 AM El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 6 Outside 7 Free-flow Lane Settings 1 3 1 1 2 1 2 2 0 2 1 1 Capacity 1800 6000 1800 1800 4000 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 38 1650 35 49 766 113 568 28 11 14 12 33 Adjusted Hourly Volume 38 1650 35 49 766 0 568 39 0 14 12 33 Utilization Factor 0.02 0.28 0.02 0.03 0.19 0.00 0.16 0.01 0.00 0.00 0.01 0.02 Critical Factors 0.28 0.03 0.16 0.02 ICU Ratio =0.59 LOS =A Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day :Tuesday 3181 Total Name :FDS 928 2253 Subtotals 2 Sub -113 766 49 Sub - Totals totals totals Totals W E e 150 a s 757 0 568 33 s t 607 28 12 59 t 11 14 0 169 A North A p 110 p p p r r 38 1650 35 College Boulevard 13 Subtotals 804 1723 Total 2527 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 1 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 1800 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 540 497 79 431 1024 118 14 212 76 109 771 143 Adjusted Hourly Volume 540 576 0 431 1024 118 14 288 0 109 771 143 Utilization Factor 0.15 0.10 0.00 0.12 0.17 0.07 0.01 0.07 0.00 0.06 0.19 0.08 Critical Factors 0.15 0.17 0.01 0.19 ICU Ratio = 0.62 LOS =B Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day :Tuesday 2274 Total Name : FDS 1573 701 Subtotals 47 Sub -118 1024 431 Sub - Totals totals totals Totals W E e 1424 a s 1726 0 14 143 s t 302 212 771 1023 t 76 109 0 1698 A North A p 675 p p p r r 540 497 79 Faraday Avenue 5 Subtotals 1214 1116 Total 2330 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/12 8:30 AM 7:30 AM El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 1 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 1800 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 97 1106 105 239 799 24 95 727 477 169 274 268 Adjusted Hourly Volume 97 1211 0 239 799 24 95 1204 0 169 274 268 Utilization Factor 0.03 0.20 0.00 0.07 0.13 0.01 0.05 0.30 0.00 0.09 0.07 0.15 Critical Factors 0.20 0.07 0.30 0.09 ICU Ratio =0.76 LOS =C Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day :Tuesday 2545 Total Name :FDS 1062 1483 Subtotals 14 Sub -24 799 239 Sub - Totals totals totals Totals W E e 379 a s 1678 0 95 268 s t 1299 727 274 711 t 477 169 0 1768 A North A p 1057 p p p r r 97 1106 105 Faraday Avenue 16 Subtotals 1461 1308 Total 2769 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 1 6 1 1 1 Outside 7 1 Free-flow Lane Settings 1 3 2 2 3 1 2 3 0 2 3 2 Capacity 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 74 547 333 279 722 237 133 837 139 437 1132 489 Adjusted Hourly Volume 74 547 114 279 722 170 133 976 0 437 1132 489 Utilization Factor 0.04 0.09 0.03 0.08 0.12 0.09 0.04 0.16 0.00 0.12 0.19 0.14 Critical Factors 0.09 0.08 0.16 0.12 ICU Ratio = 0.55 LOS =A Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day :Wednesday 2410 Total Name : FDS 1238 1172 Subtotals 3 Sub -237 722 279 Sub - Totals totals totals Totals W E e 1443 a s 2552 0 133 489 s t 1109 837 1132 2058 t 139 437 0 3504 A North A p 1446 p p p r r 74 547 333 Palomar Airport Road 0 Subtotals 1298 954 Total 2252 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/12 8:30 AM 7:30 AM El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 1 6 1 1 1 Outside 7 1 Free-flow Lane Settings 1 3 2 2 3 1 2 3 0 2 3 2 Capacity 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 132 696 452 644 861 135 314 1500 102 455 928 373 Adjusted Hourly Volume 132 696 224 644 861 0 314 1602 0 455 928 373 Utilization Factor 0.07 0.12 0.06 0.18 0.14 0.00 0.09 0.27 0.00 0.13 0.15 0.10 Critical Factors 0.12 0.18 0.27 0.13 ICU Ratio =0.80 LOS =C Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day :Wednesday 3023 Total Name :FDS 1640 1383 Subtotals 0 Sub -135 861 644 Sub - Totals totals totals Totals W E e 1194 a s 3110 0 314 373 s t 1916 1500 928 1756 t 102 455 0 4352 A North A p 2596 p p p r r 132 696 452 Palomar Airport Road 1 Subtotals 1419 1280 Total 2699 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 125 1243 9 16 855 133 334 25 103 9 7 11 Adjusted Hourly Volume 125 1243 9 16 988 0 334 0 128 9 0 18 Utilization Factor 0.07 0.31 0.01 0.01 0.16 0.00 0.19 0.00 0.07 0.01 0.00 0.01 Critical Factors 0.31 0.01 0.19 0.01 ICU Ratio = 0.62 LOS =B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day :Wednesday 2596 Total Name : FDS 1004 1592 Subtotals 4 Sub -133 855 16 Sub - Totals totals totals Totals W E e 265 a s 727 0 334 11 s t 462 25 7 27 t 103 9 0 73 A North A p 46 p p p r r 125 1243 9 Cassia Road 0 Subtotals 967 1377 Total 2344 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 8:30 AM 7:30 AM El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 0 1 0 1 1 0 1 Capacity 1800 4000 1800 1800 6000 0 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 142 917 9 20 1626 335 207 3 138 8 7 7 Adjusted Hourly Volume 142 917 9 20 1961 0 207 0 141 8 0 14 Utilization Factor 0.08 0.23 0.01 0.01 0.33 0.00 0.12 0.00 0.08 0.00 0.00 0.01 Critical Factors 0.08 0.33 0.12 0.01 ICU Ratio =0.64 LOS =B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day :Wednesday 3116 Total Name :FDS 1981 1135 Subtotals 4 Sub -335 1626 20 Sub - Totals totals totals Totals W E e 483 a s 831 0 207 7 s t 348 3 7 22 t 138 8 0 50 A North A p 28 p p p r r 142 917 9 Cassia Road 1 Subtotals 1773 1068 Total 2841 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 2 1 2 2 0 2 1 1 Capacity 3600 6000 1800 3600 4000 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 15 1221 148 48 885 10 14 7 5 280 3 156 Adjusted Hourly Volume 15 1221 148 48 885 10 14 12 0 280 0 159 Utilization Factor 0.00 0.20 0.08 0.01 0.22 0.01 0.00 0.00 0.00 0.08 0.00 0.09 Critical Factors 0.00 0.22 0.00 0.09 ICU Ratio = 0.41 LOS =A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day :Wednesday 2335 Total Name : FDS 943 1392 Subtotals 1 Sub -10 885 48 Sub - Totals totals totals Totals W E e 16 a s 42 0 14 156 s t 26 7 3 439 t 5 280 1 642 A North A p 203 p p p r r 15 1221 148 Poinsettia Lane 12 Subtotals 1181 1384 Total 2565 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 8:15 AM 7:15 AM El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 2 1 2 1 1 2 1 1 Capacity 3600 6000 1800 3600 4000 1800 3600 2000 1800 3600 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 16 1082 293 147 1603 18 11 3 7 208 6 67 Adjusted Hourly Volume 16 1082 293 147 1603 18 11 0 10 208 0 73 Utilization Factor 0.00 0.18 0.16 0.04 0.40 0.01 0.00 0.00 0.01 0.06 0.00 0.04 Critical Factors 0.00 0.40 0.01 0.06 ICU Ratio =0.57 LOS =A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day :Wednesday 2930 Total Name :FDS 1768 1162 Subtotals 2 Sub -18 1603 147 Sub - Totals totals totals Totals W E e 32 a s 53 0 11 67 s t 21 3 6 281 t 7 208 0 722 A North A p 441 p p p r r 16 1082 293 Poinsettia Lane 8 Subtotals 1826 1391 Total 3217 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Alga Road/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 156 1134 204 49 998 64 82 131 226 697 281 132 Adjusted Hourly Volume 156 1134 204 49 1062 0 82 131 226 697 413 0 Utilization Factor 0.04 0.19 0.11 0.01 0.18 0.00 0.02 0.03 0.13 0.19 0.10 0.00 Critical Factors 0.04 0.18 0.13 0.19 ICU Ratio = 0.64 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 2461 Total Name : FDS 1111 1350 Subtotals 2 Sub -64 998 49 Sub - Totals totals totals Totals W E e 501 a s 940 0 82 132 s t 439 131 281 1110 t 226 697 7 1499 A North A p 389 p p p r r Aviara Parkway 156 1134 204 Alga Road 0 Subtotals 1914 1494 Total 3408 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 8:15 AM 7:15 AM El Camino Real at Alga Road/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 1 2 2 0 Capacity 3600 6000 1800 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 360 1202 585 160 1382 107 119 388 298 346 245 83 Adjusted Hourly Volume 360 1202 585 160 1489 0 119 388 298 346 328 0 Utilization Factor 0.10 0.20 0.33 0.04 0.25 0.00 0.03 0.10 0.17 0.10 0.08 0.00 Critical Factors 0.33 0.04 0.17 0.10 ICU Ratio =0.74 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 3060 Total Name :FDS 1649 1411 Subtotals 10 Sub -107 1382 160 Sub - Totals totals totals Totals W E e 715 a s 1520 3 119 83 s t 805 388 245 674 t 298 346 15 1812 A North A p 1138 p p p r r Aviara Parkway 360 1202 585 Alga Road 0 Subtotals 2011 2147 Total 4158 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 201 735 23 95 1060 663 654 272 293 113 540 217 Adjusted Hourly Volume 201 758 0 95 1060 336 654 272 293 113 540 217 Utilization Factor 0.06 0.13 0.00 0.03 0.18 0.19 0.18 0.07 0.16 0.06 0.14 0.12 Critical Factors 0.06 0.19 0.18 0.14 ICU Ratio =0.67 LOS =B Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day :Wednesday 3425 Total Name :FDS 1818 1607 Subtotals 1 Sub -663 1060 95 Sub - Totals totals totals Totals W E e 1403 a s 2622 0 654 217 s t 1219 272 540 870 t 293 113 0 1259 A North A p 389 p p p r r 201 735 23 La Costa Avenue 1 Subtotals 1467 959 Total 2426 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 8:30 AM 7:30 AM El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 2 2 1 1 2 1 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 250 1232 71 205 1119 739 798 486 216 121 321 139 Adjusted Hourly Volume 250 1303 0 205 1119 343 798 486 216 121 321 139 Utilization Factor 0.07 0.22 0.00 0.06 0.19 0.19 0.22 0.12 0.12 0.07 0.08 0.08 Critical Factors 0.22 0.06 0.22 0.08 ICU Ratio =0.68 LOS =B Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day :Wednesday 4234 Total Name :FDS 2063 2171 Subtotals 2 Sub -739 1119 205 Sub - Totals totals totals Totals W E e 1308 a s 2808 0 798 139 s t 1500 486 321 581 t 216 121 0 1341 A North A p 760 p p p r r 250 1232 71 La Costa Avenue 2 Subtotals 1458 1553 Total 3011 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 23 671 110 95 1421 200 76 62 25 222 264 137 Adjusted Hourly Volume 23 781 0 95 1621 0 76 87 0 222 401 0 Utilization Factor 0.01 0.13 0.00 0.03 0.27 0.00 0.04 0.02 0.00 0.12 0.10 0.00 Critical Factors 0.01 0.27 0.02 0.12 ICU Ratio = 0.52 LOS =A Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day :Wednesday 2601 Total Name : FDS 1716 885 Subtotals 1 Sub -200 1421 95 Sub - Totals totals totals Totals W E e 484 a s 647 0 76 137 s t 163 62 264 623 t 25 222 0 889 A North A p 266 p p p r r 23 671 110 Calle Barcelona 3 Subtotals 1671 804 Total 2475 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 8:30 AM 7:30 AM El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 90 1250 248 179 1142 278 289 210 107 107 155 103 Adjusted Hourly Volume 90 1498 0 179 1420 0 289 317 0 107 258 0 Utilization Factor 0.03 0.25 0.00 0.05 0.24 0.00 0.16 0.08 0.00 0.06 0.06 0.00 Critical Factors 0.25 0.05 0.16 0.06 ICU Ratio =0.62 LOS =B Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day :Wednesday 3241 Total Name :FDS 1599 1642 Subtotals 0 Sub -278 1142 179 Sub - Totals totals totals Totals W E e 516 a s 1122 0 289 103 s t 606 210 155 365 t 107 107 0 1002 A North A p 637 p p p r r 90 1250 248 Calle Barcelona 7 Subtotals 1363 1588 Total 2951 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/18/12 6:00 PM 5:00 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Palomar Airport Road at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 24 34 88 142 58 23 31 215 51 278 156 312 Adjusted Hourly Volume 24 34 88 200 0 23 31 266 0 278 156 312 Utilization Factor 0.01 0.02 0.05 0.06 0.00 0.01 0.02 0.13 0.00 0.15 0.08 0.17 Critical Factors 0.05 0.06 0.13 0.15 ICU Ratio = 0.49 LOS =A Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day :Wednesday 600 Total Name : FDS 223 377 Subtotals 0 Sub -23 58 142 Sub - Totals totals totals Totals W E e 203 a s 500 0 31 312 s t 297 215 156 746 t 51 278 0 1191 A North A p 445 p p p r r 24 34 88 Palomar Airport Road 0 Subtotals 387 146 Total 533 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/12 7:45 AM 6:45 AM Palomar Airport Road at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 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 78 96 356 256 70 36 29 270 41 217 387 338 Adjusted Hourly Volume 78 96 356 326 0 36 29 311 0 217 387 338 Utilization Factor 0.04 0.05 0.20 0.09 0.00 0.02 0.02 0.16 0.00 0.12 0.19 0.19 Critical Factors 0.20 0.09 0.16 0.12 ICU Ratio =0.67 LOS =B Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day :Wednesday 825 Total Name :FDS 362 463 Subtotals 0 Sub -36 70 256 Sub - Totals totals totals Totals W E e 501 a s 841 0 29 338 s t 340 270 387 942 t 41 217 0 1824 A North A p 882 p p p r r 78 96 356 Palomar Airport Road 0 Subtotals 328 530 Total 858 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/12 6:15 PM 5:15 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Palomar Airport Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 153 67 140 97 39 68 168 2213 128 152 810 135 Adjusted Hourly Volume 153 0 207 97 0 107 168 2341 0 152 810 86 Utilization Factor 0.04 0.00 0.12 0.03 0.00 0.06 0.05 0.39 0.00 0.04 0.10 0.05 Critical Factors 0.12 0.03 0.39 0.04 ICU Ratio = 0.68 LOS =B Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Wednesday 571 Total Name : FDS 204 367 Subtotals 0 Sub -68 39 97 Sub - Totals totals totals Totals W E e 1034 a s 3543 3 168 135 s t 2509 2213 810 1097 t 128 152 0 3547 A North A p 2450 p p p r r 153 67 140 Palomar Airport Road 0 Subtotals 319 360 Total 679 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/12 8:00 AM 7:00 AM Palomar Airport Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 1 Free-flow Lane Settings 2 1 1 2 1 1 2 3 0 2 4 1 Capacity 3600 2000 1800 3600 2000 1800 3600 6000 0 3600 8000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 210 115 161 205 107 272 291 1216 185 347 1901 314 Adjusted Hourly Volume 210 0 276 205 0 379 291 1401 0 347 1901 211 Utilization Factor 0.06 0.00 0.15 0.06 0.00 0.21 0.08 0.23 0.00 0.10 0.24 0.12 Critical Factors 0.06 0.21 0.23 0.10 ICU Ratio =0.70 LOS =B Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Wednesday 1294 Total Name :FDS 584 710 Subtotals 0 Sub -272 107 205 Sub - Totals totals totals Totals W E e 2393 a s 4085 10 291 314 s t 1692 1216 1901 2562 t 185 347 27 4171 A North A p 1609 p p p r r 210 115 161 Palomar Airport Road 0 Subtotals 612 486 Total 1098 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/12 6:00 PM 5:00 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Palomar Airport Road at Armada Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 2 0 1 2 1 1 2 3 1 1 3 1 Capacity 3600 0 1800 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 67 17 86 42 17 44 147 1986 88 65 983 188 Adjusted Hourly Volume 67 0 103 42 17 44 147 1986 54 65 983 167 Utilization Factor 0.02 0.00 0.06 0.01 0.01 0.02 0.04 0.33 0.03 0.04 0.16 0.09 Critical Factors 0.06 0.01 0.33 0.04 ICU Ratio = 0.54 LOS =A Turning Movements at Intersection of :Palomar Airport Road and Armada Drive Time : to North Approach Armada Drive Date : Day :Thursday 439 Total Name : FDS 103 336 Subtotals 0 Sub -44 17 42 Sub - Totals totals totals Totals W E e 1110 a s 3331 16 147 188 s t 2221 1986 983 1236 t 88 65 2 3352 A North A p 2116 p p p r r 67 17 86 Palomar Airport Road 0 Subtotals 168 170 Total 338 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/12/12 8:45 AM 7:45 AM Palomar Airport Road at Armada Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 5 1 1 6 1 Outside 7 Free-flow Lane Settings 2 0 1 2 1 1 2 3 1 1 3 1 Capacity 3600 0 1800 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 349 39 234 221 79 199 90 1268 104 223 2018 130 Adjusted Hourly Volume 349 0 273 221 79 199 90 1268 0 223 2018 19 Utilization Factor 0.10 0.00 0.15 0.06 0.04 0.11 0.03 0.21 0.00 0.12 0.34 0.01 Critical Factors 0.15 0.06 0.03 0.34 ICU Ratio =0.68 LOS =B Turning Movements at Intersection of :Palomar Airport Road and Armada Drive Time : to North Approach Armada Drive Date : Day :Thursday 755 Total Name :FDS 499 256 Subtotals 0 Sub -199 79 221 Sub - Totals totals totals Totals W E e 2569 a s 4031 3 90 130 s t 1462 1268 2018 2371 t 104 223 1 4095 A North A p 1724 p p p r r 349 39 234 Palomar Airport Road 0 Subtotals 405 622 Total 1027 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/12/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Palomar Airport Road at College Boulevard/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 2 2 1 1 0 2 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 0 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 165 343 207 35 121 152 582 1473 117 96 941 29 Adjusted Hourly Volume 165 343 207 35 0 273 582 1473 117 96 941 29 Utilization Factor 0.05 0.09 0.12 0.02 0.00 0.08 0.16 0.25 0.07 0.03 0.16 0.02 Critical Factors 0.12 0.02 0.16 0.16 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 :Thursday 1261 Total Name : FDS 308 953 Subtotals 0 Sub -152 121 35 Sub - Totals totals totals Totals W E e 1259 a s 3431 1 582 29 s t 2172 1473 941 1066 t 117 96 1 2782 A North A p 1716 p p p r r 165 343 207 Palomar Airport Road 0 Subtotals 333 715 Total 1048 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/12/12 8:30 AM 7:30 AM Palomar Airport Road at College Boulevard/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 2 2 1 1 0 2 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 0 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 200 142 139 37 423 621 160 1219 319 267 1485 59 Adjusted Hourly Volume 200 142 139 37 0 1044 160 1219 319 267 1485 59 Utilization Factor 0.06 0.04 0.08 0.02 0.00 0.29 0.04 0.20 0.18 0.07 0.25 0.03 Critical Factors 0.06 0.29 0.04 0.25 ICU Ratio =0.74 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 :Thursday 1442 Total Name :FDS 1081 361 Subtotals 0 Sub -621 423 37 Sub - Totals totals totals Totals W E e 2305 a s 4003 0 160 59 s t 1698 1219 1485 1811 t 319 267 4 3210 A North A p 1399 p p p r r 200 142 139 Palomar Airport Road 1 Subtotals 1006 481 Total 1487 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/12/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Palomar Airport Road at Yarrow Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config -(left) 2 1 1 1 urations 3 1 1 1 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 43 5 30 16 2 20 40 954 116 194 1311 68 Adjusted Hourly Volume 43 5 30 0 0 38 40 1070 0 194 1379 0 Utilization Factor 0.02 0.00 0.02 0.00 0.00 0.02 0.02 0.18 0.00 0.11 0.23 0.00 Critical Factors 0.02 0.02 0.18 0.11 ICU Ratio = 0.43 LOS =A Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day :Thursday 150 Total Name : FDS 38 112 Subtotals 0 Sub -20 2 16 Sub - Totals totals totals Totals W E e 1375 a s 2485 1 40 68 s t 1110 954 1311 1573 t 116 194 11 2584 A North A p 1011 p p p r r 43 5 30 Palomar Airport Road 0 Subtotals 301 78 Total 379 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/12/12 8:30 AM 7:30 AM Palomar Airport Road at Yarrow Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 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 137 18 245 70 14 52 40 1559 61 74 1037 48 Adjusted Hourly Volume 137 18 245 136 0 0 40 1620 0 74 1085 0 Utilization Factor 0.08 0.01 0.14 0.08 0.00 0.00 0.02 0.27 0.00 0.04 0.18 0.00 Critical Factors 0.14 0.08 0.27 0.04 ICU Ratio =0.63 LOS =B Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day :Thursday 239 Total Name :FDS 136 103 Subtotals 0 Sub -52 14 70 Sub - Totals totals totals Totals W E e 1229 a s 2889 3 40 48 s t 1660 1559 1037 1159 t 61 74 14 3047 A North A p 1888 p p p r r 137 18 245 Palomar Airport Road 0 Subtotals 135 400 Total 535 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/12/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 19 Intersection Location: Palomar Airport Road & Loker Avenue West / Innovation Way 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 Palomar Airport Road at W. Loker Avenue/ Innovation Way Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 1 1 3 0 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 33 52 14 36 9 101 311 1087 113 60 2218 112 Adjusted Hourly Volume 33 52 14 36 9 101 311 1087 113 60 2330 0 Utilization Factor 0.02 0.03 0.01 0.02 0.00 0.06 0.17 0.18 0.06 0.03 0.39 0.00 Critical Factors 0.02 0.06 0.17 0.39 ICU Ratio = 0.74 LOS =C Turning Movements at Intersection of :Palomar Airport Road and W. Loker Avenue/ Innovation Way Time : to North Approach W. Loker Avenue/ Innovation Way Date : Day :Tuesday 618 Total Name : FDS 146 472 Subtotals 0 Sub -101 9 36 Sub - Totals totals totals Totals W E e 2355 a s 3866 3 311 112 s t 1511 1087 2218 2390 t 113 60 0 3527 A North A p 1137 p p p r r 33 52 14 Palomar Airport Road 0 Subtotals 182 99 Total 281 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/17/12 8:15 AM 7:15 AM Palomar Airport Road at W. Loker Avenue/ Innovation Way Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 1 1 3 0 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 47 11 80 98 56 350 102 2284 104 18 1699 57 Adjusted Hourly Volume 47 11 80 98 56 350 102 2284 104 18 1756 0 Utilization Factor 0.03 0.01 0.04 0.05 0.03 0.19 0.06 0.38 0.06 0.01 0.29 0.00 Critical Factors 0.03 0.19 0.38 0.01 ICU Ratio =0.71 LOS =C Turning Movements at Intersection of :Palomar Airport Road and W. Loker Avenue/ Innovation Way Time : to North Approach W. Loker Avenue/ Innovation Way Date : Day :Tuesday 666 Total Name :FDS 504 162 Subtotals 0 Sub -350 56 98 Sub - Totals totals totals Totals W E e 2104 a s 4594 8 102 57 s t 2490 2284 1699 1774 t 104 18 1 4237 A North A p 2463 p p p r r 47 11 80 Palomar Airport Road 0 Subtotals 177 138 Total 315 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/17/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Palomar Airport Road at El Fuerte Street Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 107 113 116 31 34 16 138 973 79 214 2271 149 Adjusted Hourly Volume 107 113 116 31 50 0 138 973 79 214 2420 0 Utilization Factor 0.03 0.06 0.06 0.01 0.01 0.00 0.04 0.16 0.04 0.06 0.40 0.00 Critical Factors 0.06 0.01 0.04 0.40 ICU Ratio = 0.61 LOS =B Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day :Tuesday 479 Total Name : FDS 81 398 Subtotals 0 Sub -16 34 31 Sub - Totals totals totals Totals W E e 2396 a s 3586 2 138 149 s t 1190 973 2271 2634 t 79 214 32 3786 A North A p 1152 p p p r r 107 113 116 Palomar Airport Road 0 Subtotals 295 336 Total 631 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/17/12 8:00 AM 7:00 AM Palomar Airport Road at El Fuerte Street Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 1 1 2 2 0 2 3 1 2 3 0 Capacity 3600 2000 1800 3600 4000 0 3600 6000 1800 3600 6000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 156 57 314 219 136 46 29 2199 246 343 1320 17 Adjusted Hourly Volume 156 57 314 219 182 0 29 2199 246 343 1337 0 Utilization Factor 0.04 0.03 0.17 0.06 0.05 0.00 0.01 0.37 0.14 0.10 0.22 0.00 Critical Factors 0.17 0.06 0.37 0.10 ICU Ratio =0.80 LOS =C Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day :Tuesday 500 Total Name :FDS 401 99 Subtotals 0 Sub -46 136 219 Sub - Totals totals totals Totals W E e 1526 a s 4000 4 29 17 s t 2474 2199 1320 1680 t 246 343 55 4467 A North A p 2787 p p p r r 156 57 314 Palomar Airport Road 0 Subtotals 670 527 Total 1197 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/17/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Palomar Airport Road at Melrose Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 Outside 7 1 Free-flow Lane Settings 2 4 1 2 3 1 2 3 1 2 3 1 Capacity 3600 8000 1800 3600 6000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 425 457 68 39 496 765 371 627 58 39 1545 61 Adjusted Hourly Volume 425 457 48 39 496 579 371 627 58 39 1545 61 Utilization Factor 0.12 0.06 0.03 0.01 0.08 0.32 0.10 0.10 0.03 0.01 0.26 0.03 Critical Factors 0.12 0.32 0.10 0.26 ICU Ratio = 0.90 LOS =D Turning Movements at Intersection of :Palomar Airport Road and Melrose Drive Time : to North Approach Melrose Drive Date : Day :Tuesday 2188 Total Name : FDS 1300 888 Subtotals 0 Sub -765 496 39 Sub - Totals totals totals Totals W E e 2736 a s 3792 1 371 61 s t 1056 627 1545 1645 t 58 39 0 2379 A North A p 734 p p p r r 425 457 68 Palomar Airport Road 0 Subtotals 593 950 Total 1543 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/17/12 8:00 AM 7:00 AM Palomar Airport Road at Melrose Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 2 4 1 2 3 1 2 3 1 2 3 1 Capacity 3600 8000 1800 3600 6000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 238 485 47 144 455 515 738 1656 255 148 799 50 Adjusted Hourly Volume 238 485 0 144 455 146 738 1656 255 148 799 50 Utilization Factor 0.07 0.06 0.00 0.04 0.08 0.08 0.21 0.28 0.14 0.04 0.13 0.03 Critical Factors 0.07 0.08 0.21 0.13 ICU Ratio =0.59 LOS =A Turning Movements at Intersection of :Palomar Airport Road and Melrose Drive Time : to North Approach Melrose Drive Date : Day :Tuesday 2387 Total Name :FDS 1114 1273 Subtotals 0 Sub -515 455 144 Sub - Totals totals totals Totals W E e 1552 a s 4201 0 738 50 s t 2649 1656 799 997 t 255 148 0 2844 A North A p 1847 p p p r r 238 485 47 Palomar Airport Road 0 Subtotals 858 770 Total 1628 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/17/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0 1 1 0 2 0 1 Capacity 1800 4000 0 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 27 270 150 98 324 21 24 63 16 138 90 91 Adjusted Hourly Volume 27 420 0 98 345 0 24 79 0 228 0 91 Utilization Factor 0.02 0.11 0.00 0.05 0.09 0.00 0.01 0.04 0.00 0.06 0.00 0.05 Critical Factors 0.11 0.05 0.04 0.06 ICU Ratio = 0.36 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day :Tuesday 833 Total Name : FDS 443 390 Subtotals 5 Sub -21 324 98 Sub - Totals totals totals Totals W E e 130 a s 233 0 24 91 s t 103 63 90 319 t 16 138 0 625 A North A p 306 p p p r r 27 270 150 Carlsbad Village Drive 8 Subtotals 486 447 Total 933 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 9:00 AM 8:00 AM Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 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 1 1 0 2 0 1 Capacity 1800 4000 0 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 68 614 233 162 428 56 36 87 47 210 126 124 Adjusted Hourly Volume 68 847 0 162 484 0 36 134 0 336 0 124 Utilization Factor 0.04 0.21 0.00 0.09 0.12 0.00 0.02 0.07 0.00 0.09 0.00 0.07 Critical Factors 0.21 0.09 0.07 0.09 ICU Ratio =0.56 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day :Tuesday 1424 Total Name :FDS 646 778 Subtotals 4 Sub -56 428 162 Sub - Totals totals totals Totals W E e 236 a s 406 0 36 124 s t 170 87 126 460 t 47 210 0 938 A North A p 478 p p p r r 68 614 233 Carlsbad Village Drive 14 Subtotals 699 915 Total 1614 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 6:15 PM 5:15 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 1 0 0 1 1 0 1 Capacity 1800 4000 0 1800 4000 1800 0 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 15 369 71 51 420 18 15 5 16 164 11 90 Adjusted Hourly Volume 15 440 0 51 420 18 0 0 36 164 0 101 Utilization Factor 0.01 0.11 0.00 0.03 0.11 0.01 0.00 0.00 0.02 0.09 0.00 0.06 Critical Factors 0.11 0.03 0.02 0.09 ICU Ratio = 0.35 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 963 Total Name : FDS 489 474 Subtotals 0 Sub -18 420 51 Sub - Totals totals totals Totals W E e 40 a s 76 0 15 90 s t 36 5 11 265 t 16 164 0 392 A North A p 127 p p p r r 15 369 71 Tamarack Avenue 4 Subtotals 604 455 Total 1059 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 9:00 AM 8:00 AM Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 Config - (left) 2 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 0 1 0 1 0 1 Capacity 1800 4000 0 1800 4000 1800 0 2000 0 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 48 917 231 89 559 29 25 29 29 145 14 92 Adjusted Hourly Volume 48 1148 0 89 559 29 0 83 0 145 0 106 Utilization Factor 0.03 0.29 0.00 0.05 0.14 0.02 0.00 0.04 0.00 0.08 0.00 0.06 Critical Factors 0.29 0.05 0.04 0.08 ICU Ratio =0.56 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 1711 Total Name :FDS 677 1034 Subtotals 0 Sub -29 559 89 Sub - Totals totals totals Totals W E e 76 a s 159 0 25 92 s t 83 29 14 251 t 29 145 0 600 A North A p 349 p p p r r 48 917 231 Tamarack Avenue 15 Subtotals 748 1196 Total 1944 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 0 230 50 157 511 0 0 0 0 93 0 66 Adjusted Hourly Volume 0 230 50 157 511 0 0 0 0 93 0 0 Utilization Factor 0.00 0.12 0.03 0.09 0.26 0.00 0.00 0.00 0.00 0.05 0.00 0.00 Critical Factors 0.00 0.26 0.00 0.00 0.05 ICU Ratio = 0.41 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 964 Total Name : FDS 668 296 Subtotals 0 Sub -0 511 157 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 66 s t 0 0 0 159 t 0 93 0 366 A North A p 207 p p p r r 0 230 50 Cannon Road 0 Subtotals 604 280 Total 884 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 8:15 AM 7:15 AM Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 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 0 775 86 132 616 0 0 0 0 142 0 388 Adjusted Hourly Volume 0 775 86 132 616 0 0 0 0 142 0 256 Utilization Factor 0.00 0.39 0.05 0.07 0.31 0.00 0.00 0.00 0.00 0.08 0.00 0.14 Critical Factors 0.39 0.07 0.00 0.14 ICU Ratio =0.70 LOS =B Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 1911 Total Name :FDS 748 1163 Subtotals 0 Sub -0 616 132 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 388 s t 0 0 0 530 t 0 142 0 748 A North A p 218 p p p r r 0 775 86 Cannon Road 0 Subtotals 758 861 Total 1619 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 5 6 Outside 7 Free-flow 1 Lane Settings 1 2 1 2 2 1 1 1 1 2 1 0 Capacity 1800 4000 1800 3600 4000 1800 1800 2000 1800 3600 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 3 244 102 79 332 30 9 25 14 302 0 89 Adjusted Hourly Volume 3 244 102 79 332 30 9 25 14 302 0 89 Utilization Factor 0.00 0.06 0.06 0.02 0.08 0.02 0.01 0.01 0.01 0.08 0.00 0.00 Critical Factors 0.00 0.08 0.01 0.08 ICU Ratio = 0.27 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 786 Total Name : FDS 441 345 Subtotals 3 Sub -30 332 79 Sub - Totals totals totals Totals W E e 30 a s 78 0 9 89 s t 48 25 0 391 t 14 302 16 610 A North A p 219 p p p r r 3 244 102 Poinsettia Lane 3 Subtotals 635 349 Total 984 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/02/12 8:45 AM 7:45 AM Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 5 6 Outside 7 Free-flow 1 Lane Settings 1 2 1 2 2 1 1 1 1 2 1 0 Capacity 1800 4000 1800 3600 4000 1800 1800 2000 1800 3600 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 6 602 171 114 514 51 16 35 6 219 0 174 Adjusted Hourly Volume 6 602 171 114 514 51 16 35 6 219 0 174 Utilization Factor 0.00 0.15 0.10 0.03 0.13 0.03 0.01 0.02 0.00 0.06 0.00 0.00 Critical Factors 0.15 0.03 0.02 0.06 ICU Ratio =0.36 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 1473 Total Name :FDS 679 794 Subtotals 2 Sub -51 514 114 Sub - Totals totals totals Totals W E e 53 a s 110 0 16 174 s t 57 35 0 393 t 6 219 17 728 A North A p 335 p p p r r 6 602 171 Poinsettia Lane 4 Subtotals 726 779 Total 1505 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/02/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Carlsbad Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 2 1 1 2 0 0 0 0 2 0 0 Capacity 0 4000 1800 1800 4000 0 0 0 0 3600 0 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 300 141 9 606 0 0 0 0 192 0 17 Adjusted Hourly Volume 0 300 45 9 606 0 0 0 0 192 0 17 Utilization Factor 0.00 0.08 0.03 0.01 0.15 0.00 0.00 0.00 0.00 0.05 0.00 0.00 Critical Factors 0.00 0.15 0.00 0.00 0.05 ICU Ratio = 0.30 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 935 Total Name : FDS 615 320 Subtotals 3 Sub -0 606 9 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 17 s t 0 0 0 209 t 0 192 0 356 A North A p 147 p p p r r 0 300 141 Avenida Encinas 0 Subtotals 798 441 Total 1239 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/02/12 8:45 AM 7:45 AM Carlsbad Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 2 1 1 2 0 0 0 0 2 0 0 Capacity 0 4000 1800 1800 4000 0 0 0 0 3600 0 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 716 173 27 656 0 0 0 0 156 0 14 Adjusted Hourly Volume 0 716 95 27 656 0 0 0 0 156 0 14 Utilization Factor 0.00 0.18 0.05 0.02 0.16 0.00 0.00 0.00 0.00 0.04 0.00 0.00 Critical Factors 0.18 0.02 0.00 0.00 0.04 ICU Ratio =0.34 LOS =A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day :Thursday 1418 Total Name :FDS 683 735 Subtotals 5 Sub -0 656 27 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 14 s t 0 0 0 170 t 0 156 0 365 A North A p 195 p p p r r 0 716 173 Avenida Encinas 0 Subtotals 812 889 Total 1701 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/02/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 27 Intersection Location: Rancho Santa Fe Road & San Elijo Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 Config -(left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 1 3 1 2 3 1 1 1 0 2 1 1 Capacity 1800 6000 1800 3600 6000 1800 1800 2000 0 3600 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 698 304 51 1239 24 19 8 6 803 29 80 Adjusted Hourly Volume 0 698 304 51 1239 24 19 14 0 803 29 80 Utilization Factor 0.00 0.12 0.17 0.01 0.21 0.01 0.01 0.01 0.00 0.22 0.01 0.04 Critical Factors 0.00 0.21 0.01 0.22 ICU Ratio = 0.54 LOS =A Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day :Thursday 2114 Total Name : FDS 1314 800 Subtotals 3 Sub -24 1239 51 Sub - Totals totals totals Totals W E e 53 a s 86 0 19 80 s t 33 8 29 912 t 6 803 6 1278 A North A p 366 p p p r r 0 698 304 San Elijo Road 0 Subtotals 2042 1002 Total 3044 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/19/12 7:45 AM 6:45 AM Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 1 3 1 2 3 1 1 1 0 2 1 1 Capacity 1800 6000 1800 3600 6000 1800 1800 2000 0 3600 2000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 10 1027 778 185 934 20 20 17 9 464 17 92 Adjusted Hourly Volume 10 1027 778 185 934 20 20 26 0 464 17 92 Utilization Factor 0.01 0.17 0.43 0.05 0.16 0.01 0.01 0.01 0.00 0.13 0.01 0.05 Critical Factors 0.43 0.05 0.01 0.13 ICU Ratio =0.72 LOS =C Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day :Thursday 2285 Total Name :FDS 1139 1146 Subtotals 7 Sub -20 934 185 Sub - Totals totals totals Totals W E e 47 a s 93 0 20 92 s t 46 17 17 573 t 9 464 14 1560 A North A p 987 p p p r r 10 1027 778 San Elijo Road 0 Subtotals 1393 1815 Total 3208 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/19/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 28 Intersection Location: Rancho Santa Fe Road & La Costa Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 2 0 Capacity 3600 6000 0 3600 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 81 624 9 52 1787 253 215 50 109 35 94 61 Adjusted Hourly Volume 81 633 0 52 2040 0 215 50 109 35 155 0 Utilization Factor 0.02 0.11 0.00 0.01 0.34 0.00 0.12 0.03 0.06 0.02 0.04 0.00 Critical Factors 0.02 0.34 0.12 0.04 ICU Ratio = 0.62 LOS =B Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day :Thursday 2992 Total Name : FDS 2092 900 Subtotals 0 Sub -253 1787 52 Sub - Totals totals totals Totals W E e 421 a s 795 0 215 61 s t 374 50 94 190 t 109 35 0 301 A North A p 111 p p p r r 81 624 9 La Costa Avenue 7 Subtotals 1938 714 Total 2652 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/19/12 8:15 AM 7:15 AM Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 193 1429 22 107 995 236 353 171 97 33 92 80 Adjusted Hourly Volume 193 1451 0 107 1231 0 353 268 0 33 172 0 Utilization Factor 0.05 0.24 0.00 0.03 0.21 0.00 0.20 0.07 0.00 0.02 0.04 0.00 Critical Factors 0.24 0.03 0.20 0.04 ICU Ratio =0.61 LOS =B Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day :Thursday 3200 Total Name :FDS 1338 1862 Subtotals 0 Sub -236 995 107 Sub - Totals totals totals Totals W E e 511 a s 1132 0 353 80 s t 621 171 92 205 t 97 33 1 506 A North A p 301 p p p r r 193 1429 22 La Costa Avenue 10 Subtotals 1134 1644 Total 2778 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/19/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Olivenhain Road at Rancho Santa Fe Road/Camino Alvaro Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 1 urations 3 1 1 4 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 2 0 1 1 0 0 1 2 1 2 2 1 Capacity 3600 0 1800 1800 0 0 1800 4000 1800 3600 4000 1800 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 295 5 194 19 15 15 3 482 161 411 1603 20 Adjusted Hourly Volume 300 0 0 49 0 0 3 482 11 411 1603 20 Utilization Factor 0.08 0.00 0.00 0.03 0.00 0.00 0.00 0.12 0.01 0.11 0.40 0.01 Critical Factors 0.08 0.03 0.00 0.40 ICU Ratio = 0.61 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 :Thursday 77 Total Name : FDS 49 28 Subtotals 0 Sub -15 15 19 Sub - Totals totals totals Totals W E e 1913 a s 2559 0 3 20 s t 646 482 1603 2034 t 161 411 1 2730 A North A p 696 p p p r r Olivenhain Road 295 5 194 Rancho Santa Fe Road 0 Subtotals 586 494 Total 1080 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/19/12 8:15 AM 7:15 AM Olivenhain Road at Rancho Santa Fe Road/Camino Alvaro Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 4 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 2 0 1 1 0 0 1 2 1 2 2 1 Capacity 3600 0 1800 1800 0 0 1800 4000 1800 3600 4000 1800 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 272 8 436 29 2 13 10 1141 353 202 914 25 Adjusted Hourly Volume 280 0 0 44 0 0 10 1141 213 202 914 25 Utilization Factor 0.08 0.00 0.00 0.02 0.00 0.00 0.01 0.29 0.12 0.06 0.23 0.01 Critical Factors 0.08 0.02 0.29 0.06 ICU Ratio =0.55 LOS =A 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 :Thursday 85 Total Name :FDS 44 41 Subtotals 0 Sub -13 2 29 Sub - Totals totals totals Totals W E e 1201 a s 2705 2 10 25 s t 1504 1141 914 1141 t 353 202 0 2747 A North A p 1606 p p p r r Olivenhain Road 272 8 436 Rancho Santa Fe Road 0 Subtotals 557 716 Total 1273 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/19/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Carlsbad Village Drive at State Street Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 1 1 Config -(left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 1 0 1 0 0 1 2 0 1 2 0 Capacity 0 2000 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 17 19 6 50 29 17 22 281 15 12 375 61 Adjusted Hourly Volume 0 42 0 96 0 0 22 296 0 12 436 0 Utilization Factor 0.00 0.02 0.00 0.05 0.00 0.00 0.01 0.07 0.00 0.01 0.11 0.00 Critical Factors 0.02 0.05 0.01 0.11 ICU Ratio = 0.29 LOS =A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day :Tuesday 198 Total Name : FDS 96 102 Subtotals 0 Sub -17 29 50 Sub - Totals totals totals Totals W E e 409 a s 727 0 22 61 s t 318 281 375 448 t 15 12 0 785 A North A p 337 p p p r r 17 19 6 Carlsbad Village Drive 0 Subtotals 56 42 Total 98 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 9:00 AM 8:00 AM Carlsbad Village Drive at State Street Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 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 35 32 101 64 45 46 466 33 33 578 65 Adjusted Hourly Volume 103 0 0 210 0 0 46 499 0 33 643 0 Utilization Factor 0.06 0.00 0.00 0.12 0.00 0.00 0.03 0.12 0.00 0.02 0.16 0.00 Critical Factors 0.00 0.00 0.12 0.03 0.16 ICU Ratio =0.41 LOS =A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day :Tuesday 356 Total Name :FDS 210 146 Subtotals 0 Sub -45 64 101 Sub - Totals totals totals Totals W E e 659 a s 1204 0 46 65 s t 545 466 578 676 t 33 33 0 1275 A North A p 599 p p p r r 36 35 32 Carlsbad Village Drive 0 Subtotals 130 103 Total 233 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 6:15 PM 5:15 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Carlsbad Village Drive at Harding Street Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 29 44 85 95 21 10 12 589 33 149 713 94 Adjusted Hourly Volume 0 0 158 126 0 0 12 622 0 149 807 0 Utilization Factor 0.00 0.00 0.09 0.07 0.00 0.00 0.01 0.16 0.00 0.08 0.20 0.00 Critical Factors 0.09 0.07 0.16 0.08 ICU Ratio = 0.50 LOS =A Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day :Tuesday 276 Total Name : FDS 126 150 Subtotals 0 Sub -10 21 95 Sub - Totals totals totals Totals W E e 752 a s 1386 0 12 94 s t 634 589 713 956 t 33 149 15 1740 A North A p 784 p p p r r 29 44 85 Carlsbad Village Drive 0 Subtotals 188 158 Total 346 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 9:00 AM 8:00 AM Carlsbad Village Drive at Harding Street Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 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 39 63 111 133 42 12 29 953 39 132 885 117 Adjusted Hourly Volume 0 0 213 187 0 0 29 992 0 132 1002 0 Utilization Factor 0.00 0.00 0.12 0.10 0.00 0.00 0.02 0.25 0.00 0.07 0.25 0.00 Critical Factors 0.12 0.10 0.25 0.07 ICU Ratio =0.64 LOS =B Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day :Tuesday 394 Total Name :FDS 187 207 Subtotals 0 Sub -12 42 133 Sub - Totals totals totals Totals W E e 938 a s 1959 2 29 117 s t 1021 953 885 1134 t 39 132 16 2347 A North A p 1213 p p p r r 39 63 111 Carlsbad Village Drive 0 Subtotals 197 213 Total 410 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 6:00 PM 5:00 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Poinsettia Lane at Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 2 2 0 1 2 0 2 1 2 1 2 0 Capacity 3600 4000 0 1800 4000 0 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 235 184 18 52 135 101 352 268 167 24 286 72 Adjusted Hourly Volume 235 202 0 52 236 0 352 268 49 24 358 0 Utilization Factor 0.07 0.05 0.00 0.03 0.06 0.00 0.10 0.13 0.01 0.01 0.09 0.00 Critical Factors 0.07 0.06 0.10 0.09 ICU Ratio = 0.42 LOS =A Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day :Thursday 897 Total Name : FDS 288 609 Subtotals 2 Sub -101 135 52 Sub - Totals totals totals Totals W E e 620 a s 1407 1 352 72 s t 787 268 286 382 t 167 24 5 723 A North A p 341 p p p r r 235 184 18 Poinsettia Lane 3 Subtotals 324 437 Total 761 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/12/12 9:15 AM 8:15 AM Poinsettia Lane at Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 2 2 0 1 1 1 2 1 2 1 2 0 Capacity 3600 4000 0 1800 2000 1800 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 250 215 13 64 343 357 152 306 314 14 298 59 Adjusted Hourly Volume 250 228 0 64 343 357 152 306 189 14 357 0 Utilization Factor 0.07 0.06 0.00 0.04 0.17 0.20 0.04 0.15 0.05 0.01 0.09 0.00 Critical Factors 0.07 0.20 0.15 0.01 ICU Ratio =0.53 LOS =A Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day :Thursday 1188 Total Name :FDS 764 424 Subtotals 0 Sub -357 343 64 Sub - Totals totals totals Totals W E e 904 a s 1676 2 152 59 s t 772 306 298 371 t 314 14 1 755 A North A p 384 p p p r r 250 215 13 Poinsettia Lane 3 Subtotals 673 478 Total 1151 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/12/12 6:00 PM 5:00 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Poinsettia Lane at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 5 1 6 Outside 7 Free-flow Lane Settings 1 0 1 1 0 1 2 2 1 1 2 0 Capacity 1800 0 1800 1800 0 1800 3600 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 43 4 17 42 6 334 167 824 40 5 867 58 Adjusted Hourly Volume 43 0 21 42 0 340 167 824 40 5 925 0 Utilization Factor 0.02 0.00 0.01 0.02 0.00 0.19 0.05 0.21 0.02 0.00 0.23 0.00 Critical Factors 0.02 0.19 0.05 0.23 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 :Thursday 611 Total Name : FDS 382 229 Subtotals 0 Sub -334 6 42 Sub - Totals totals totals Totals W E e 1244 a s 2275 0 167 58 s t 1031 824 867 930 t 40 5 0 1813 A North A p 883 p p p r r 43 4 17 Poinsettia Lane 0 Subtotals 51 64 Total 115 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/02/12 8:30 AM 7:30 AM Poinsettia Lane at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 1 1 0 1 2 2 1 1 2 0 Capacity 1800 0 1800 1800 0 1800 3600 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 36 6 21 99 4 320 368 1012 59 9 987 77 Adjusted Hourly Volume 36 0 27 99 0 324 368 1012 59 9 1064 0 Utilization Factor 0.02 0.00 0.02 0.06 0.00 0.18 0.10 0.25 0.03 0.01 0.27 0.00 Critical Factors 0.02 0.18 0.10 0.27 ICU Ratio =0.67 LOS =B Turning Movements at Intersection of :Poinsettia Lane and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Thursday 873 Total Name :FDS 423 450 Subtotals 0 Sub -320 4 99 Sub - Totals totals totals Totals W E e 1344 a s 2783 1 368 77 s t 1439 1012 987 1073 t 59 9 0 2205 A North A p 1132 p p p r r 36 6 21 Poinsettia Lane 0 Subtotals 72 63 Total 135 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/02/12 6:00 PM 5:00 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Poinsettia Lane at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 33 38 348 153 63 34 21 134 46 323 392 228 Adjusted Hourly Volume 33 38 348 153 63 34 21 180 0 323 392 228 Utilization Factor 0.02 0.02 0.19 0.09 0.03 0.02 0.01 0.03 0.00 0.09 0.10 0.13 Critical Factors 0.19 0.09 0.01 0.13 ICU Ratio = 0.52 LOS =A Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day :Thursday 537 Total Name : FDS 250 287 Subtotals 0 Sub -34 63 153 Sub - Totals totals totals Totals W E e 459 a s 660 0 21 228 s t 201 134 392 943 t 46 323 0 1578 A North A p 635 p p p r r 33 38 348 Poinsettia Lane 0 Subtotals 432 419 Total 851 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/02/12 8:00 AM 7:00 AM Poinsettia Lane at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 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 62 58 469 202 97 36 32 185 68 488 248 214 Adjusted Hourly Volume 62 58 469 202 97 36 32 253 0 488 248 214 Utilization Factor 0.03 0.03 0.26 0.11 0.05 0.02 0.02 0.04 0.00 0.14 0.06 0.12 Critical Factors 0.26 0.11 0.04 0.14 ICU Ratio =0.65 LOS =B Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day :Thursday 639 Total Name :FDS 335 304 Subtotals 0 Sub -36 97 202 Sub - Totals totals totals Totals W E e 346 a s 631 0 32 214 s t 285 185 248 950 t 68 488 6 1812 A North A p 862 p p p r r 62 58 469 Poinsettia Lane 0 Subtotals 647 589 Total 1236 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/02/12 6:15 PM 5:15 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 282 579 2 2 466 104 101 6 262 19 17 11 Adjusted Hourly Volume 282 581 0 2 570 0 101 0 268 19 28 0 Utilization Factor 0.16 0.10 0.00 0.00 0.10 0.00 0.06 0.00 0.07 0.01 0.01 0.00 Critical Factors 0.16 0.10 0.07 0.01 ICU Ratio = 0.44 LOS =A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day :Tuesday 1263 Total Name : FDS 572 691 Subtotals 0 Sub -104 466 2 Sub - Totals totals totals Totals W E e 390 a s 759 0 101 11 s t 369 6 17 47 t 262 19 0 57 A North A p 10 p p p r r 282 579 2 Alga Road 13 Subtotals 760 863 Total 1623 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/17/12 8:15 AM 7:15 AM Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 0 2 1 1 0 Capacity 1800 6000 0 1800 6000 0 1800 0 3600 1800 2000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 366 464 2 16 725 126 110 25 439 12 11 10 Adjusted Hourly Volume 366 466 0 16 851 0 110 0 464 12 21 0 Utilization Factor 0.20 0.08 0.00 0.01 0.14 0.00 0.06 0.00 0.13 0.01 0.01 0.00 Critical Factors 0.20 0.14 0.13 0.01 ICU Ratio =0.58 LOS =A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day :Tuesday 1451 Total Name :FDS 867 584 Subtotals 0 Sub -126 725 16 Sub - Totals totals totals Totals W E e 475 a s 1049 0 110 10 s t 574 25 11 33 t 439 12 0 76 A North A p 43 p p p r r 366 464 2 Alga Road 28 Subtotals 1204 832 Total 2036 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/17/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 36 Intersection Location: Jefferson Street & Marron Road JEFFERSON STREET (WEST LEG) CLOSED FOR CONSTRUCTION COUNT DATA NOT COLLECTED FOR 2012 TMP REPORT CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 70 18 48 21 13 14 21 385 318 74 43 36 Adjusted Hourly Volume 70 18 48 21 13 14 21 703 0 74 79 0 Utilization Factor 0.04 0.01 0.03 0.01 0.01 0.01 0.01 0.18 0.00 0.04 0.02 0.00 Critical Factors 0.04 0.01 0.18 0.04 ICU Ratio = 0.37 LOS =A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day :Tuesday 123 Total Name : FDS 48 75 Subtotals 0 Sub -14 13 21 Sub - Totals totals totals Totals W E e 127 a s 851 0 21 36 s t 724 385 43 153 t 318 74 0 607 A North A p 454 p p p r r 70 18 48 Marron Road 0 Subtotals 405 136 Total 541 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/12 8:00 AM 7:00 AM Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 69 109 85 77 67 76 320 231 135 206 104 Adjusted Hourly Volume 123 69 109 85 144 0 76 551 0 135 310 0 Utilization Factor 0.07 0.03 0.06 0.05 0.04 0.00 0.04 0.14 0.00 0.08 0.08 0.00 Critical Factors 0.06 0.05 0.14 0.08 ICU Ratio =0.43 LOS =A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day :Tuesday 478 Total Name :FDS 229 249 Subtotals 0 Sub -67 77 85 Sub - Totals totals totals Totals W E e 396 a s 1023 0 76 104 s t 627 320 206 445 t 231 135 0 959 A North A p 514 p p p r r 123 69 109 Marron Road 0 Subtotals 443 301 Total 744 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/31/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Cannon Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 93 0 51 0 0 0 0 1159 248 75 532 0 Adjusted Hourly Volume 93 0 0 0 0 0 0 1407 0 75 532 0 Utilization Factor 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.00 0.04 0.09 0.00 Critical Factors 0.03 0.00 0.00 0.35 0.04 ICU Ratio = 0.52 LOS =A Turning Movements at Intersection of :Cannon Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day :Thursday 0 Total Name : FDS 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 625 a s 2032 0 0 0 s t 1407 1159 532 607 t 248 75 1 1818 A North A p 1211 p p p r r 93 0 51 Cannon Road 0 Subtotals 322 144 Total 466 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 8:15 AM 7:15 AM Cannon Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 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 414 0 161 0 0 0 0 762 297 93 1318 0 Adjusted Hourly Volume 414 0 68 0 0 0 0 1059 0 93 1318 0 Utilization Factor 0.12 0.00 0.04 0.00 0.00 0.00 0.00 0.26 0.00 0.05 0.22 0.00 Critical Factors 0.12 0.00 0.00 0.26 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 :Thursday 0 Total Name :FDS 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1731 a s 2790 0 0 0 s t 1059 762 1318 1411 t 297 93 0 2334 A North A p 923 p p p r r 414 0 161 Cannon Road 1 Subtotals 391 575 Total 966 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Cannon Road at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 2 0 0 1 1 1 1 1 1 1 2 0 Capacity 3600 0 0 1800 2000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 186 1 4 0 0 0 1 128 568 23 713 0 Adjusted Hourly Volume 191 0 0 0 0 0 1 128 568 23 713 0 Utilization Factor 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.32 0.01 0.18 0.00 Critical Factors 0.05 0.00 0.00 0.00 0.32 0.01 ICU Ratio = 0.48 LOS =A Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day :Wednesday 1 Total Name : FDS 0 1 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 900 a s 1597 1 1 0 s t 697 128 713 736 t 568 23 1 869 A North A p 133 p p p r r 186 1 4 Cannon Road 0 Subtotals 590 191 Total 781 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/12 8:15 AM 7:15 AM Cannon Road at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 2 0 0 1 0 0 1 2 0 1 2 0 Capacity 3600 0 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)?Y Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 577 2 57 1 0 0 5 831 239 14 369 5 Adjusted Hourly Volume 636 0 0 1 0 0 5 1070 0 14 374 0 Utilization Factor 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.27 0.00 0.01 0.09 0.00 Critical Factors 0.18 0.00 0.27 0.01 ICU Ratio =0.56 LOS =A Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day :Wednesday 8 Total Name :FDS 1 7 Subtotals 0 Sub -0 0 1 Sub - Totals totals totals Totals W E e 951 a s 2026 5 5 5 s t 1075 831 369 388 t 239 14 0 1277 A North A p 889 p p p r r 577 2 57 Cannon Road 0 Subtotals 253 636 Total 889 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 College Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 35 264 2 5 1091 155 189 3 68 3 6 5 Adjusted Hourly Volume 35 266 0 5 1246 0 192 0 33 3 11 0 Utilization Factor 0.02 0.07 0.00 0.00 0.31 0.00 0.05 0.00 0.02 0.00 0.01 0.00 Critical Factors 0.02 0.31 0.05 0.01 ICU Ratio = 0.49 LOS =A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day :Tuesday 1710 Total Name : FDS 1251 459 Subtotals 1 Sub -155 1091 5 Sub - Totals totals totals Totals W E e 195 a s 455 0 189 5 s t 260 3 6 14 t 68 3 0 23 A North A p 9 p p p r r 35 264 2 Carlsbad Village Drive 1 Subtotals 1163 301 Total 1464 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/12 8:15 AM 7:15 AM College Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0 2 0 1 1 0 1 Capacity 1800 4000 0 1800 4000 0 3600 0 1800 1800 0 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?Y Efficiency Lost Factor 0.10 Hourly Volume 93 1078 3 8 426 368 283 5 55 2 2 3 Adjusted Hourly Volume 93 1081 0 8 794 0 288 0 0 2 0 5 Utilization Factor 0.05 0.27 0.00 0.00 0.20 0.00 0.08 0.00 0.00 0.00 0.00 0.00 Critical Factors 0.27 0.00 0.08 0.00 ICU Ratio =0.45 LOS =A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day :Tuesday 2165 Total Name :FDS 802 1363 Subtotals 0 Sub -368 426 8 Sub - Totals totals totals Totals W E e 464 a s 807 1 283 3 s t 343 5 2 7 t 55 2 0 23 A North A p 16 p p p r r 93 1078 3 Carlsbad Village Drive 0 Subtotals 483 1174 Total 1657 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/10/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB)West Appr (EB)East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 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 142 146 239 158 256 94 65 372 89 162 382 61 Adjusted Hourly Volume 142 146 239 158 350 0 65 461 0 162 443 0 Utilization Factor 0.04 0.07 0.13 0.04 0.09 0.00 0.04 0.12 0.00 0.09 0.11 0.00 Critical Factors 0.13 0.04 0.12 0.09 ICU Ratio = 0.48 LOS =A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day :Wednesday 780 Total Name : FDS 508 272 Subtotals 0 Sub -94 256 158 Sub - Totals totals totals Totals W E e 618 a s 1144 0 65 61 s t 526 372 382 605 t 89 162 0 1374 A North A p 769 p p p r r 142 146 239 Faraday Avenue 0 Subtotals 507 527 Total 1034 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/12 8:30 AM 7:30 AM College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 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 109 267 145 18 208 62 50 430 154 275 389 150 Adjusted Hourly Volume 109 412 0 18 270 0 50 584 0 275 539 0 Utilization Factor 0.03 0.10 0.00 0.01 0.07 0.00 0.03 0.15 0.00 0.15 0.13 0.00 Critical Factors 0.10 0.01 0.15 0.15 ICU Ratio =0.51 LOS =A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day :Wednesday 756 Total Name :FDS 288 468 Subtotals 1 Sub -62 208 18 Sub - Totals totals totals Totals W E e 559 a s 1193 0 50 150 s t 634 430 389 814 t 154 275 1 1407 A North A p 593 p p p r r 109 267 145 Faraday Avenue 1 Subtotals 637 521 Total 1158 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/11/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 98 1 316 0 499 283 179 777 0 Adjusted Hourly Volume 0 0 0 0 99 316 0 782 0 179 777 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.20 0.00 0.10 0.19 0.00 Critical Factors 0.00 0.09 0.20 0.10 ICU Ratio = 0.49 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day :Tuesday 415 Total Name : FDS 415 0 Subtotals 0 Sub -316 1 98 Sub - Totals totals totals Totals W E e 1093 a s 1875 0 0 0 s t 782 499 777 956 t 283 179 0 1553 A North A p 597 p p p r r 0 0 0 Carlsbad Village Drive 0 Subtotals 463 0 Total 463 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 9:00 AM 8:00 AM I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 0 146 2 459 0 877 383 191 859 0 Adjusted Hourly Volume 0 0 0 0 148 459 0 1260 0 191 859 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.32 0.00 0.11 0.21 0.00 Critical Factors 0.00 0.13 0.32 0.11 ICU Ratio = 0.66 LOS =B Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day :Tuesday 607 Total Name :FDS 607 0 Subtotals 0 Sub -459 2 146 Sub - Totals totals totals Totals W E e 1318 a s 2578 0 0 0 s t 1260 877 859 1050 t 383 191 0 2073 A North A p 1023 p p p r r 0 0 0 Carlsbad Village Drive 0 Subtotals 576 0 Total 576 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 424 1 149 0 0 0 283 325 0 0 584 116 Adjusted Hourly Volume 425 0 149 0 0 0 283 325 0 0 700 0 Utilization Factor 0.24 0.00 0.08 0.00 0.00 0.00 0.16 0.08 0.00 0.00 0.18 0.00 Critical Factors 0.24 0.00 0.00 0.16 0.18 ICU Ratio = 0.68 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Northbound Ramps Date : Day :Tuesday 400 Total Name : FDS 0 400 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1008 a s 1616 0 283 116 s t 608 325 584 700 t 0 0 0 1174 A North A p 474 p p p r r 424 1 149 Carlsbad Village Drive 0 Subtotals 0 574 Total 574 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 9:00 AM 8:00 AM I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 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 451 0 261 0 0 0 468 612 0 0 662 128 Adjusted Hourly Volume 451 0 261 0 0 0 468 612 0 0 790 0 Utilization Factor 0.25 0.00 0.15 0.00 0.00 0.00 0.26 0.15 0.00 0.00 0.20 0.00 Critical Factors 0.25 0.00 0.00 0.26 0.20 ICU Ratio =0.81 LOS =D Turning Movements at Intersection of :I-5 Northbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Northbound Ramps Date : Day :Tuesday 596 Total Name :FDS 0 596 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1113 a s 2193 0 468 128 s t 1080 612 662 790 t 0 0 0 1663 A North A p 873 p p p r r 451 0 261 Carlsbad Village Drive 0 Subtotals 0 712 Total 712 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/24/12 6:15 PM 5:15 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 44 Intersection Location: I-5 Southbound Ramps & Cannon Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 0 722 0 218 0 330 55 292 264 0 Adjusted Hourly Volume 0 0 0 722 0 218 0 330 55 292 264 0 Utilization Factor 0.00 0.00 0.00 0.20 0.00 0.12 0.00 0.08 0.03 0.08 0.07 0.00 Critical Factors 0.00 0.00 0.20 0.08 0.08 ICU Ratio = 0.46 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day :Thursday 940 Total Name : FDS 940 0 Subtotals 0 Sub -218 0 722 Sub - Totals totals totals Totals W E e 482 a s 867 0 0 0 s t 385 330 264 556 t 55 292 0 1608 A North A p 1052 p p p r r 0 0 0 Cannon Road 0 Subtotals 347 0 Total 347 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 8:00 AM 7:00 AM I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 2 0 1 0 2 1 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 398 0 215 0 538 72 502 494 0 Adjusted Hourly Volume 0 0 0 398 0 215 0 538 72 502 494 0 Utilization Factor 0.00 0.00 0.00 0.11 0.00 0.12 0.00 0.13 0.04 0.14 0.12 0.00 Critical Factors 0.00 0.12 0.13 0.14 ICU Ratio =0.49 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day :Thursday 613 Total Name :FDS 613 0 Subtotals 0 Sub -215 0 398 Sub - Totals totals totals Totals W E e 709 a s 1319 0 0 0 s t 610 538 494 996 t 72 502 0 1932 A North A p 936 p p p r r 0 0 0 Cannon Road 0 Subtotals 574 0 Total 574 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 45 Intersection Location: I-5 Northbound Ramps & Cannon Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram I-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 83 0 496 0 0 0 104 927 0 0 468 176 Adjusted Hourly Volume 83 0 496 0 0 0 104 927 0 0 644 0 Utilization Factor 0.05 0.00 0.14 0.00 0.00 0.00 0.03 0.23 0.00 0.00 0.16 0.00 Critical Factors 0.14 0.00 0.23 0.00 ICU Ratio = 0.47 LOS =A Turning Movements at Intersection of :I-5 Northbound Ramps and Cannon Road Time : to North Approach I-5 Northbound Ramps Date : Day :Thursday 280 Total Name : FDS 0 280 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 551 a s 1582 0 104 176 s t 1031 927 468 644 t 0 0 0 2067 A North A p 1423 p p p r r 83 0 496 Cannon Road 0 Subtotals 0 579 Total 579 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 8:15 AM 7:15 AM I-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 119 12 373 0 0 0 265 680 0 0 900 911 Adjusted Hourly Volume 131 0 373 0 0 0 265 680 0 0 450 1361 Utilization Factor 0.07 0.00 0.10 0.00 0.00 0.00 0.07 0.17 0.00 0.00 0.23 0.38 Critical Factors 0.10 0.00 0.07 0.38 ICU Ratio =0.65 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and Cannon Road Time : to North Approach I-5 Northbound Ramps Date : Day :Thursday 1188 Total Name :FDS 0 1188 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1019 a s 1964 0 265 911 s t 945 680 900 1811 t 0 0 0 2864 A North A p 1053 p p p r r 119 12 373 Cannon Road 0 Subtotals 0 504 Total 504 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 07/26/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 46 Intersection Location: I-5 Southbound Ramps & Palomar Airport Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram I-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 Config -(left) 2 1 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow 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 0 739 0 314 0 403 114 0 503 310 Adjusted Hourly Volume 0 0 0 739 0 314 0 517 0 0 503 0 Utilization Factor 0.00 0.00 0.00 0.21 0.00 0.17 0.00 0.09 0.00 0.00 0.13 0.00 Critical Factors 0.00 0.00 0.21 0.00 0.13 ICU Ratio = 0.44 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Palomar Airport Road Time : to North Approach I-5 Southbound Ramps Date : Day :Wednesday 1363 Total Name : FDS 1053 310 Subtotals 0 Sub -314 0 739 Sub - Totals totals totals Totals W E e 817 a s 1334 0 0 310 s t 517 403 503 813 t 114 0 0 1955 A North A p 1142 p p p r r 0 0 0 Palomar Airport Road 0 Subtotals 114 0 Total 114 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/12 8:00 AM 7:00 AM I-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow 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 0 606 0 189 0 735 246 0 792 1082 Adjusted Hourly Volume 0 0 0 606 0 189 0 981 0 0 792 0 Utilization Factor 0.00 0.00 0.00 0.17 0.00 0.11 0.00 0.16 0.00 0.00 0.20 0.00 Critical Factors 0.00 0.00 0.17 0.00 0.20 ICU Ratio =0.47 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and Palomar Airport Road Time : to North Approach I-5 Southbound Ramps Date : Day :Wednesday 1877 Total Name :FDS 795 1082 Subtotals 0 Sub -189 0 606 Sub - Totals totals totals Totals W E e 981 a s 1962 0 0 1082 s t 981 735 792 1874 t 246 0 0 3215 A North A p 1341 p p p r r 0 0 0 Palomar Airport Road 0 Subtotals 246 0 Total 246 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 47 Intersection Location: I-5 Northbound Ramps & Palomar Airport Road Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 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 167 1 1384 0 0 0 71 1060 0 0 638 405 Adjusted Hourly Volume 168 0 1384 0 0 0 71 1060 0 0 638 405 Utilization Factor 0.09 0.00 0.38 0.00 0.00 0.00 0.04 0.18 0.00 0.00 0.11 0.11 Critical Factors 0.38 0.00 0.18 0.00 ICU Ratio = 0.66 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day :Wednesday 477 Total Name : FDS 0 477 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 805 a s 1936 0 71 405 s t 1131 1060 638 1043 t 0 0 0 3487 A North A p 2444 p p p r r 167 1 1384 Palomar Airport Road 0 Subtotals 0 1552 Total 1552 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/12 8:00 AM 7:00 AM I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 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 108 3 615 0 0 0 213 1015 0 0 1582 761 Adjusted Hourly Volume 111 0 615 0 0 0 213 1015 0 0 1582 761 Utilization Factor 0.06 0.00 0.17 0.00 0.00 0.00 0.12 0.17 0.00 0.00 0.26 0.21 Critical Factors 0.17 0.00 0.12 0.26 ICU Ratio =0.65 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day :Wednesday 977 Total Name :FDS 0 977 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1690 a s 2918 0 213 761 s t 1228 1015 1582 2343 t 0 0 0 3973 A North A p 1630 p p p r r 108 3 615 Palomar Airport Road 0 Subtotals 0 726 Total 726 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/01/12 5:30 PM 4:30 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 48 Intersection Location: I-5 Southbound Ramps & La Costa Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 Config -(left) 2 1 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 2 0 1 0 2 0 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 0 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 337 1 171 0 452 125 698 365 0 Adjusted Hourly Volume 0 0 0 338 0 171 0 577 0 698 365 0 Utilization Factor 0.00 0.00 0.00 0.09 0.00 0.10 0.00 0.14 0.00 0.19 0.09 0.00 Critical Factors 0.00 0.10 0.14 0.19 ICU Ratio = 0.53 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and La Costa Avenue Time : to North Approach I-5 Southbound Ramps Date : Day :Tuesday 509 Total Name : FDS 509 0 Subtotals 0 Sub -171 1 337 Sub - Totals totals totals Totals W E e 536 a s 1113 0 0 0 s t 577 452 365 1063 t 125 698 0 1852 A North A p 789 p p p r r 0 0 0 La Costa Avenue 0 Subtotals 824 0 Total 824 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/07/12 8:00 AM 7:00 AM I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 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 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 2 0 1 0 2 0 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 0 3600 4000 0 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 436 2 164 0 618 102 626 530 0 Adjusted Hourly Volume 0 0 0 438 0 164 0 720 0 626 530 0 Utilization Factor 0.00 0.00 0.00 0.12 0.00 0.09 0.00 0.18 0.00 0.17 0.13 0.00 Critical Factors 0.00 0.00 0.12 0.18 0.17 ICU Ratio =0.57 LOS =A Turning Movements at Intersection of :I-5 Southbound Ramps and La Costa Avenue Time : to North Approach I-5 Southbound Ramps Date : Day :Tuesday 602 Total Name :FDS 602 0 Subtotals 0 Sub -164 2 436 Sub - Totals totals totals Totals W E e 694 a s 1414 0 0 0 s t 720 618 530 1156 t 102 626 0 2210 A North A p 1054 p p p r r 0 0 0 La Costa Avenue 0 Subtotals 730 0 Total 730 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/07/12 5:45 PM 4:45 PM CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 INTERSECTION ANALYSIS SUMMARY Intersection Number: 49 Intersection Location: I-5 Northbound Ramps & La Costa Avenue Contents: A.M. Peak Hour ICU Analysis and Page 1 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram I-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 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 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 1 2 0 1 2 1 Capacity 1800 0 3600 0 0 0 1800 4000 0 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 131 2 576 0 0 0 211 581 0 0 980 424 Adjusted Hourly Volume 133 0 576 0 0 0 211 581 0 0 980 424 Utilization Factor 0.07 0.00 0.16 0.00 0.00 0.00 0.12 0.15 0.00 0.00 0.25 0.24 Critical Factors 0.16 0.00 0.12 0.25 ICU Ratio = 0.63 LOS =B Turning Movements at Intersection of :I-5 Northbound Ramps and La Costa Avenue Time : to North Approach I-5 Northbound Ramps Date : Day :Tuesday 637 Total Name : FDS 0 637 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1111 a s 1903 0 211 424 s t 792 581 980 1404 t 0 0 0 2561 A North A p 1157 p p p r r 131 2 576 La Costa Avenue 0 Subtotals 0 709 Total 709 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/07/12 8:00 AM 7:00 AM I-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB)North Appr (SB)West Appr (EB)East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 1 2 0 1 2 1 Capacity 1800 0 3600 0 0 0 1800 4000 0 1800 4000 1800 Are the North/South phases split (Y/N)?N Are the East/West phases split (Y/N)?N Efficiency Lost Factor 0.10 Hourly Volume 152 2 780 0 0 0 357 754 0 0 1006 423 Adjusted Hourly Volume 154 0 780 0 0 0 357 754 0 0 1006 423 Utilization Factor 0.09 0.00 0.22 0.00 0.00 0.00 0.20 0.19 0.00 0.00 0.25 0.24 Critical Factors 0.22 0.00 0.20 0.25 ICU Ratio =0.77 LOS =C Turning Movements at Intersection of :I-5 Northbound Ramps and La Costa Avenue Time : to North Approach I-5 Northbound Ramps Date : Day :Tuesday 782 Total Name :FDS 0 782 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1158 a s 2269 0 357 423 s t 1111 754 1006 1429 t 0 0 0 2963 A North A p 1534 p p p r r 152 2 780 La Costa Avenue 0 Subtotals 0 934 Total 934 South Approach Note :Left-turn volumes include U-turns. U-turns in bold. 08/07/12 6:00 PM 5:00 PM APPENDIX B 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 B-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 B. 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 B-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 B includes the following information for the 2012 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 B-1 Summary of Mid-Block Roadway Segment Counts Location Number Segment Segment Location Count Day(s) Count Date(s) 1 Palomar Airport Rd. Paseo Del Norte to Armada Dr. Tues./ Wed. 7/31, 8/1 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real Wed./ Thurs. 7/11, 7/12 3 Palomar Airport Rd. El Camino Real to Loker Ave. (W) Tues./ Wed. 7/17, 7/18 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo Tues./ Wed. 7/17, 7/18 5 El Camino Real Plaza Dr to Marron Rd Tues./ Wed. 7/31, 8/1 6 El Camino Real Tamarack Ave. to Kelly Dr. Tues./ Wed. 7/10, 7/11 7 El Camino Real Jackspar Dr. to College Blvd. Tues./ Wed. 7/10, 7/11 8 El Camino Real Faraday Ave. to Palomar Airport Rd. Wed./ Thurs. 7/11, 7/12 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. Wed./ Thurs. 7/18, 7/19 10 El Camino Real Levante St. to Calle Barcelona Wed./ Thurs. 7/18, 7/19 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. Tues./ Wed. 7/17, 7/18 12 Carlsbad Blvd State St. to Mountain View Dr. Wed./ Thurs. 7/25, 7/26 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. Wed./ Thurs. 7/25, 7/26 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro St. Wed./ Thurs. 7/25, 7/26 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. Wed./ Thurs. 7/25, 7/26 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. Wed./ Thurs. 8/1, 8/2 17 Carlsbad Blvd Avenida Encinas to La Costa Ave. Wed./ Thurs. 8/1, 8/2 18 La Costa Ave Piraeus St to Saxony Rd. Tues./ Wed. 8/7, 8/8 19 La Costa Ave Romeria St. to Cadencia St. Wed./ Thurs. 7/18, 7/19 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. Wed./ Thurs. 7/18, 7/19 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. Wed./ Thurs. 8/1, 8/2 22 Tamarack Ave El Camino Real to La Portalada Dr. Tues./ Wed. 7/10, 7/11 23 Cannon Rd. Paseo Del Norte to Car Country Dr. Wed./ Thurs. 7/25, 7/26 24 Cannon Rd. Hilltop St. to College Blvd. Tues./ Wed. 7/10, 7/11 25 College Blvd. N. City Limits to Tamarack Ave. (N.) Tues./ Wed. 7/10, 7/11 26 College Blvd. Aston Ave. to Palomar Airport Rd. Wed./ Thurs. 7/11, 7/12 27 Alga Rd Corintia St. to El Fuerte St. Tues./ Wed. 7/17, 7/18 Table B-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 2,207 0.41 A 1,557 0.29 A WB (4) 7,200 1,026 0.14 A 2,477 0.34 A 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real EB (3) 5,400 1,070 0.20 A 1,773 0.33 A WB (3) 5,400 1,533 0.28 A 1,147 0.21 A 3 Palomar Airport Rd. El Camino Real to Loker Ave (W.) EB (3) 5,400 1,462 0.27 A 2,314 0.43 A WB (3) 5,400 2,505 0.46 A 2,177 0.40 A 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo EB (3) 5,400 1,130 0.21 A 1,775 0.33 A WB (3) 5,400 1,542 0.29 A 931 0.17 A 5 El Camino Real Plaza Dr to Marron Rd. NB (3) 5,400 742 0.14 A 1,346 0.25 A SB (3) 5,400 1,178 0.22 A 1,044 0.19 A 6 El Camino Real Tamarack Ave. to Kelly Dr. NB (2) 3,600 505 0.14 A 1,549 0.43 A SB (2) 3,600 1,473 0.41 A 732 0.20 A 7 El Camino Real Jackspar Dr. to College Blvd. NB (2) 3,600 652 0.18 A 2,191 0.61 B SB (3) 5,400 2,136 0.40 A 989 0.18 A 8 El Camino Real Faraday Ave. to Palomar Airport Rd. NB (3) 5,400 1,118 0.21 A 1,354 0.25 A SB (3) 5,400 1,217 0.23 A 1,559 0.29 A 9 El Camino Real Arenal Rd. to Costa Del Mar Rd. NB (3) 5,400 1,484 0.27 A 2,045 0.38 A SB (2) 3,600 1,959 0.54 A 2,246 0.62 B 10 El Camino Real Levante St. to Calle Barcelona NB (3) 5,400 858 0.16 A 1,584 0.29 A SB (3) 5,400 1,675 0.31 A 1,538 0.28 A 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd. NB (4) 7,200 849 0.12 A 1,167 0.16 A SB (3) 5,400 1,291 0.24 A 1,076 0.20 A 12 Carlsbad Blvd State St. to Mountain View Dr. NB (1) 1,800 244 0.14 A 670 0.37 A SB (1) 1,800 416 0.23 A 528 0.29 A 13 Carlsbad Blvd Acacia Ave. to Cherry Ave. NB (2) 3,600 330 0.09 A 941 0.26 A SB (2) 3,600 525 0.15 A 639 0.18 A 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro NB (2) 3,600 341 0.09 A 1,130 0.31 A SB (2) 3,600 655 0.18 A 684 0.19 A 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr. NB (1) 1,800 289 0.16 A 862 0.48 A SB (1) 1,800 520 0.29 A 660 0.37 A 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. NB (2) 3,600 297 0.08 A 686 0.19 A SB (2) 3,600 490 0.14 A 582 0.16 A Table B-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) 3,600 399 0.11 A 799 0.22 A SB (2) 3,600 696 0.19 A 637 0.18 A 18 La Costa Ave Piraeus St. to Saxony Rd. EB (2) 3,600 1,166 0.32 A 1,511 0.42 A WB (2) 3,600 1,336 0.37 A 1,310 0.36 A 19 La Costa Ave Romeria St. to Cadencia St. EB (1) 1,800 284 0.16 A 610 0.34 A WB (2) 3,600 535 0.15 A 377 0.10 A 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. NB (3) 5,400 904 0.17 A 1,341 0.25 A SB (3) 5,400 1,545 0.29 A 1,059 0.20 A 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. EB (2) 3,600 902 0.25 A 1,079 0.30 A WB (2) 3,600 933 0.26 A 1,051 0.29 A 22 Tamarack Ave El Camino Real to La Portalada Dr. EB (2) 3,600 200 0.06 A 426 0.12 A WB (2) 3,600 476 0.13 A 249 0.07 A 23 Cannon Rd. Paseo Del Norte to Car Country Dr. EB (2) 3,600 1,178 0.33 A 840 0.23 A WB (2) 3,600 617 0.17 A 1,472 0.41 A 24 Cannon Rd. Hilltop St. to College Blvd. EB (2) 3,600 316 0.09 A 1,254 0.35 A WB (2) 3,600 1,218 0.34 A 448 0.12 A 25 College Blvd. N. City Limits to Tamarack Ave. (N.) NB (2) 3,600 645 0.18 A 1,377 0.38 A SB (2) 3,600 1,172 0.33 A 906 0.25 A 26 College Blvd. Aston Ave. to Palomar Airport Rd. NB (2) 3,600 960 0.27 A 452 0.13 A SB (2) 3,600 349 0.10 A 968 0.27 A 27 Alga Rd Corintia St. to El Fuerte St. EB (2) 3,600 289 0.08 A 523 0.15 A WB (2) 3,600 446 0.12 A 365 0.10 A CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 27 21 12:00 424 513 00:15 23 17 12:15 434 456 00:30 24 12 12:30 478 503 00:45 15 89 16 66 155 12:45 445 1781 386 1858 3639 01:00 16 5 13:00 494 472 01:15 16 13 13:15 442 447 01:30 12 11 13:30 439 436 01:45 5 49 7 36 85 13:45 435 1810 398 1753 3563 02:00 12 12 14:00 371 428 02:15 12 17 14:15 454 415 02:30 10 7 14:30 367 493 02:45 15 49 10 46 95 14:45 372 1564 398 1734 3298 03:00 18 17 15:00 355 494 03:15 14 12 15:15 360 410 03:30 20 9 15:30 342 505 03:45 28 80 18 56 136 15:45 360 1417 487 1896 3313 04:00 17 26 16:00 345 599 04:15 29 36 16:15 343 537 04:30 38 52 16:30 365 526 04:45 75 159 39 153 312 16:45 324 1377 550 2212 3589 05:00 64 53 17:00 387 616 05:15 84 48 17:15 426 722 05:30 137 77 17:30 371 620 05:45 238 523 100 278 801 17:45 382 1566 560 2518 4084 06:00 188 129 18:00 324 504 06:15 202 147 18:15 334 490 06:30 277 188 18:30 297 412 06:45 412 1079 209 673 1752 18:45 261 1216 334 1740 2956 07:00 344 204 19:00 253 378 07:15 468 264 19:15 266 338 07:30 532 243 19:30 286 295 07:45 624 1968 232 943 2911 19:45 222 1027 270 1281 2308 08:00 550 279 20:00 196 266 08:15 490 218 20:15 186 195 08:30 488 272 20:30 199 202 08:45 510 2038 263 1032 3070 20:45 152 733 214 877 1610 09:00 464 264 21:00 163 138 09:15 358 268 21:15 130 106 09:30 438 270 21:30 135 80 09:45 401 1661 263 1065 2726 21:45 122 550 100 424 974 10:00 415 325 22:00 105 73 10:15 393 350 22:15 95 78 10:30 376 330 22:30 71 60 10:45 392 1576 357 1362 2938 22:45 66 337 44 255 592 11:00 329 436 23:00 56 54 11:15 416 402 23:15 57 52 11:30 392 428 23:30 47 35 11:45 439 1576 462 1728 3304 23:45 34 194 23 164 358 Total Vol.10847 7438 18285 13572 16712 30284 NB SB EB WB Combined 24419 24150 48569 Split %59.3%40.7%37.6%44.8%55.2%62.4% Peak Hour 07:30 11:45 11:45 12:30 17:00 17:00 Volume 2196 1934 3709 1859 2518 4084P.H.F.0.88 0.94 0.95 0.94 0.87 0.89 Prepared by: Field Data Services of Arizona (520) 316-6745 Palomar Airport Rd btwn Paseo Del Norte & Armada Dr PM Project#Tuesday, August 21, 2012 AM Daily Totals 12-1148-001 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 36 26 12:00 444 507 00:15 23 20 12:15 429 463 00:30 27 20 12:30 456 467 00:45 14 100 12 78 178 12:45 469 1798 467 1904 3702 01:00 12 12 13:00 477 454 01:15 13 10 13:15 436 403 01:30 13 11 13:30 430 454 01:45 12 50 10 43 93 13:45 436 1779 417 1728 3507 02:00 8 18 14:00 365 463 02:15 10 13 14:15 429 361 02:30 11 13 14:30 320 461 02:45 15 44 10 54 98 14:45 343 1457 421 1706 3163 03:00 17 8 15:00 352 485 03:15 9 7 15:15 368 477 03:30 17 7 15:30 352 463 03:45 34 77 17 39 116 15:45 314 1386 485 1910 3296 04:00 26 15 16:00 383 541 04:15 32 30 16:15 344 492 04:30 35 29 16:30 399 555 04:45 76 169 48 122 291 16:45 335 1461 519 2107 3568 05:00 58 63 17:00 385 664 05:15 90 45 17:15 385 673 05:30 135 90 17:30 367 554 05:45 235 518 100 298 816 17:45 411 1548 544 2435 3983 06:00 200 121 18:00 356 462 06:15 237 161 18:15 356 501 06:30 249 169 18:30 290 456 06:45 441 1127 209 660 1787 18:45 275 1277 400 1819 3096 07:00 345 252 19:00 298 340 07:15 468 236 19:15 261 349 07:30 532 244 19:30 222 299 07:45 647 1992 274 1006 2998 19:45 234 1015 256 1244 2259 08:00 535 232 20:00 241 209 08:15 504 252 20:15 213 220 08:30 512 286 20:30 155 220 08:45 495 2046 249 1019 3065 20:45 162 771 182 831 1602 09:00 432 287 21:00 161 132 09:15 386 273 21:15 141 126 09:30 465 271 21:30 121 76 09:45 413 1696 272 1103 2799 21:45 95 518 70 404 922 10:00 427 330 22:00 103 87 10:15 378 341 22:15 88 61 10:30 353 343 22:30 81 71 10:45 442 1600 400 1414 3014 22:45 59 331 48 267 598 11:00 342 398 23:00 62 34 11:15 399 409 23:15 37 42 11:30 414 517 23:30 34 40 11:45 442 1597 489 1813 3410 23:45 42 175 31 147 322 Total Vol.11016 7649 18665 13516 16502 30018 NB SB EB WB Combined 24532 24151 48683 Split %59.0%41.0%38.3%45.0%55.0%61.7% Peak Hour 07:30 11:30 11:30 12:30 17:00 17:00 Volume 2218 1976 3705 1838 2435 3983P.H.F.0.86 0.96 0.97 0.96 0.90 0.94 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# Palomar Airport Rd btwn Paseo Del Norte & Armada Dr Wednesday, August 22, 2012 12-1148-001 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 32 24 12:00 0 0 434 510 00:15 0 0 23 19 12:15 0 0 432 460 00:30 0 0 26 16 12:30 0 0 467 485 00:45 0 0 0 0 15 95 14 72 167 12:45 0 0 0 0 457 1790 427 1881 3671 01:00 0 0 14 9 13:00 0 0 486 463 01:15 0 0 15 12 13:15 0 0 439 425 01:30 0 0 13 11 13:30 0 0 435 445 01:45 0 0 0 0 9 50 9 40 89 13:45 0 0 0 0 436 1795 408 1741 3535 02:00 0 0 10 15 14:00 0 0 368 446 02:15 0 0 11 15 14:15 0 0 442 388 02:30 0 0 11 10 14:30 0 0 344 477 02:45 0 0 0 0 15 47 10 50 97 14:45 0 0 0 0 358 1511 410 1720 3231 03:00 0 0 18 13 15:00 0 0 354 490 03:15 0 0 12 10 15:15 0 0 364 444 03:30 0 0 19 8 15:30 0 0 347 484 03:45 0 0 0 0 31 79 18 48 126 15:45 0 0 0 0 337 1402 486 1903 3305 04:00 0 0 22 21 16:00 0 0 364 570 04:15 0 0 31 33 16:15 0 0 344 515 04:30 0 0 37 41 16:30 0 0 382 541 04:45 0 0 0 0 76 164 44 138 302 16:45 0 0 0 0 330 1419 535 2160 3579 05:00 0 0 61 58 17:00 0 0 386 640 05:15 0 0 87 47 17:15 0 0 406 698 05:30 0 0 136 84 17:30 0 0 369 587 05:45 0 0 0 0 237 521 100 288 809 17:45 0 0 0 0 397 1557 552 2477 4034 06:00 0 0 194 125 18:00 0 0 340 483 06:15 0 0 220 154 18:15 0 0 345 496 06:30 0 0 263 179 18:30 0 0 294 434 06:45 0 0 0 0 427 1103 209 667 1770 18:45 0 0 0 0 268 1247 367 1780 3026 07:00 0 0 345 228 19:00 0 0 276 359 07:15 0 0 468 250 19:15 0 0 264 344 07:30 0 0 532 244 19:30 0 0 254 297 07:45 0 0 0 0 636 1980 253 975 2955 19:45 0 0 0 0 228 1021 263 1263 2284 08:00 0 0 543 256 20:00 0 0 219 238 08:15 0 0 497 235 20:15 0 0 200 208 08:30 0 0 500 279 20:30 0 0 177 211 08:45 0 0 0 0 503 2042 256 1026 3068 20:45 0 0 0 0 157 752 198 854 1606 09:00 0 0 448 276 21:00 0 0 162 135 09:15 0 0 372 271 21:15 0 0 136 116 09:30 0 0 452 271 21:30 0 0 128 78 09:45 0 0 0 0 407 1679 268 1084 2763 21:45 0 0 0 0 109 534 85 414 948 10:00 0 0 421 328 22:00 0 0 104 80 10:15 0 0 386 346 22:15 0 0 92 70 10:30 0 0 365 337 22:30 0 0 76 66 10:45 0 0 0 0 417 1588 379 1388 2976 22:45 0 0 0 0 63 334 46 261 595 11:00 0 0 336 417 23:00 0 0 59 44 11:15 0 0 408 406 23:15 0 0 47 47 11:30 0 0 403 473 23:30 0 0 41 38 11:45 0 0 0 0 441 1587 476 1771 3357 23:45 0 0 0 0 38 185 27 156 340 Total Vol.10932 7544 18475 13544 16607 30151 NB SB Combined 24476 24151 48626 Split %59.2%40.8%38.0%44.9%55.1%62.0% Peak Hour 07:30 11:45 11:45 12:30 17:00 17:00 Volume 2207 1930 3703 1849 2477 4034P.H.F.0.87 0.95 0.97 0.95 0.89 0.91 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-001Project# Palomar Airport Rd btwn Paseo Del Norte & Armada Dr Tuesday, August 21, 2012 Wednesday, August 22, 2012 AM PM Daily Totals 2-DAY AVERAGE Palomar Airport Road Between Paseo Del Norte and Armada Drive Tuesday, August 21, 2012 End Time 21-Aug 1:00 AM 155 2:00 AM 85 3:00 AM 95 4:00 AM 136 5:00 AM 312 6:00 AM 801 7:00 AM 1,752 8:00 AM 2,911 9:00 AM 3,070 10:00 AM 2,726 11:00 AM 2,938 12:00 PM 3,304 1:00 PM 3,639 2:00 PM 3,563 3:00 PM 3,298 4:00 PM 3,313 5:00 PM 3,589 6:00 PM 4,084 7:00 PM 2,956 8:00 PM 2,308 9:00 PM 1,610 10:00 PM 974 11:00 PM 592 12:00 AM 358 Total 48569 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport RoadBetween Paseo Del Norte and Armada DriveWednesday, August 22, 2012End Time 22-Aug1:00 AM 1782:00 AM 933:00 AM 984:00 AM 1165:00 AM 2916:00 AM 8167:00 AM 1,7878:00 AM 2,9989:00 AM 3,06510:00 AM 2,79911:00 AM 3,01412:00 PM 3,4101:00 PM 3,7022:00 PM 3,5073:00 PM 3,1634:00 PM 3,2965:00 PM 3,5686:00 PM 3,9837:00 PM 3,0968:00 PM 2,2599:00 PM 1,60210:00 PM 92211:00 PM 59812:00 AM 322Total 4868305001,0001,5002,0002,5003,0003,5004,0004,500Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 22 20 12:00 261 310 00:15 21 9 12:15 290 286 00:30 15 7 12:30 333 329 00:45 21 79 13 49 128 12:45 374 1258 301 1226 2484 01:00 21 5 13:00 292 338 01:15 9 8 13:15 288 288 01:30 8 5 13:30 309 298 01:45 12 50 8 26 76 13:45 274 1163 267 1191 2354 02:00 12 8 14:00 266 269 02:15 6 10 14:15 292 268 02:30 14 6 14:30 358 264 02:45 6 38 4 28 66 14:45 327 1243 223 1024 2267 03:00 14 5 15:00 356 276 03:15 19 6 15:15 349 225 03:30 7 21 15:30 370 264 03:45 16 56 27 59 115 15:45 355 1430 264 1029 2459 04:00 8 20 16:00 401 271 04:15 9 37 16:15 374 263 04:30 14 54 16:30 439 295 04:45 32 63 89 200 263 16:45 448 1662 274 1103 2765 05:00 35 67 17:00 495 270 05:15 53 94 17:15 437 338 05:30 68 104 17:30 401 270 05:45 88 244 219 484 728 17:45 274 1607 248 1126 2733 06:00 81 200 18:00 347 251 06:15 103 218 18:15 329 241 06:30 143 308 18:30 302 199 06:45 174 501 353 1079 1580 18:45 261 1239 174 865 2104 07:00 142 330 19:00 218 164 07:15 186 370 19:15 234 139 07:30 227 349 19:30 192 100 07:45 314 869 463 1512 2381 19:45 201 845 103 506 1351 08:00 252 363 20:00 183 101 08:15 232 332 20:15 208 93 08:30 230 354 20:30 194 79 08:45 264 978 334 1383 2361 20:45 155 740 89 362 1102 09:00 224 313 21:00 158 70 09:15 212 302 21:15 135 62 09:30 195 252 21:30 96 60 09:45 188 819 310 1177 1996 21:45 97 486 43 235 721 10:00 216 276 22:00 99 38 10:15 210 275 22:15 92 47 10:30 203 283 22:30 75 30 10:45 236 865 334 1168 2033 22:45 53 319 33 148 467 11:00 236 287 23:00 54 40 11:15 218 271 23:15 64 17 11:30 270 326 23:30 35 26 11:45 335 1059 297 1181 2240 23:45 41 194 9 92 286 Total Vol.5621 8346 13967 12186 8907 21093 NB SB EB WB Combined 17807 17253 35060 Split %40.2%59.8%39.8%57.8%42.2%60.2% Peak Hour 11:45 07:15 07:45 16:30 12:30 16:30 Volume 1219 1545 2540 1819 1256 2996P.H.F.0.91 0.83 0.82 0.92 0.93 0.97 Project#Tuesday, July 10, 2012 AM Daily Totals 12-1148-002 DAY 1 PM Prepared by: Field Data Services of Arizona (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 37 11 12:00 344 302 00:15 25 15 12:15 295 279 00:30 14 6 12:30 325 349 00:45 15 91 14 46 137 12:45 337 1301 269 1199 2500 01:00 11 8 13:00 296 304 01:15 8 5 13:15 300 288 01:30 6 8 13:30 322 295 01:45 6 31 7 28 59 13:45 302 1220 261 1148 2368 02:00 16 5 14:00 310 306 02:15 6 5 14:15 292 261 02:30 6 5 14:30 362 262 02:45 7 35 9 24 59 14:45 335 1299 249 1078 2377 03:00 13 6 15:00 387 245 03:15 13 9 15:15 330 251 03:30 8 14 15:30 353 315 03:45 11 45 26 55 100 15:45 359 1429 240 1051 2480 04:00 11 21 16:00 423 238 04:15 12 45 16:15 369 251 04:30 20 51 16:30 427 239 04:45 33 76 99 216 292 16:45 384 1603 298 1026 2629 05:00 32 63 17:00 495 280 05:15 54 98 17:15 456 300 05:30 52 116 17:30 430 235 05:45 93 231 211 488 719 17:45 391 1772 286 1101 2873 06:00 71 200 18:00 341 221 06:15 99 249 18:15 333 232 06:30 127 247 18:30 314 206 06:45 146 443 373 1069 1512 18:45 252 1240 167 826 2066 07:00 166 332 19:00 179 163 07:15 183 355 19:15 224 120 07:30 220 352 19:30 206 134 07:45 294 863 447 1486 2349 19:45 209 818 115 532 1350 08:00 300 366 20:00 173 98 08:15 295 345 20:15 175 109 08:30 223 318 20:30 187 92 08:45 256 1074 366 1395 2469 20:45 183 718 79 378 1096 09:00 237 335 21:00 131 86 09:15 207 270 21:15 140 75 09:30 220 287 21:30 120 51 09:45 231 895 288 1180 2075 21:45 87 478 64 276 754 10:00 191 275 22:00 101 45 10:15 246 237 22:15 91 62 10:30 191 313 22:30 96 53 10:45 247 875 243 1068 1943 22:45 64 352 30 190 542 11:00 251 257 23:00 64 39 11:15 270 260 23:15 72 24 11:30 234 308 23:30 30 22 11:45 318 1073 287 1112 2185 23:45 47 213 16 101 314 Total Vol.5732 8167 13899 12443 8906 21349 NB SB EB WB Combined 18175 17073 35248 Split %41.2%58.8%39.4%58.3%41.7%60.6% Peak Hour 11:45 07:15 07:30 17:00 12:30 16:30 Volume 1282 1520 2619 1772 1210 2879P.H.F.0.93 0.85 0.88 0.89 0.87 0.93 AM PM Project# Palomar Airport Rd btwn Yarrow Dr & El Camino Real Wednesday, July 11, 2012 12-1148-002 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 30 16 12:00 0 0 303 306 00:15 0 0 23 12 12:15 0 0 293 283 00:30 0 0 15 7 12:30 0 0 329 339 00:45 0 0 0 0 18 85 14 48 133 12:45 0 0 0 0 356 1280 285 1213 2492 01:00 0 0 16 7 13:00 0 0 294 321 01:15 0 0 9 7 13:15 0 0 294 288 01:30 0 0 7 7 13:30 0 0 316 297 01:45 0 0 0 0 9 41 8 27 68 13:45 0 0 0 0 288 1192 264 1170 2361 02:00 0 0 14 7 14:00 0 0 288 288 02:15 0 0 6 8 14:15 0 0 292 265 02:30 0 0 10 6 14:30 0 0 360 263 02:45 0 0 0 0 7 37 7 26 63 14:45 0 0 0 0 331 1271 236 1051 2322 03:00 0 0 14 6 15:00 0 0 372 261 03:15 0 0 16 8 15:15 0 0 340 238 03:30 0 0 8 18 15:30 0 0 362 290 03:45 0 0 0 0 14 51 27 57 108 15:45 0 0 0 0 357 1430 252 1040 2470 04:00 0 0 10 21 16:00 0 0 412 255 04:15 0 0 11 41 16:15 0 0 372 257 04:30 0 0 17 53 16:30 0 0 433 267 04:45 0 0 0 0 33 70 94 208 278 16:45 0 0 0 0 416 1633 286 1065 2697 05:00 0 0 34 65 17:00 0 0 495 275 05:15 0 0 54 96 17:15 0 0 447 319 05:30 0 0 60 110 17:30 0 0 416 253 05:45 0 0 0 0 91 238 215 486 724 17:45 0 0 0 0 333 1690 267 1114 2803 06:00 0 0 76 200 18:00 0 0 344 236 06:15 0 0 101 234 18:15 0 0 331 237 06:30 0 0 135 278 18:30 0 0 308 203 06:45 0 0 0 0 160 472 363 1074 1546 18:45 0 0 0 0 257 1240 171 846 2085 07:00 0 0 154 331 19:00 0 0 199 164 07:15 0 0 185 363 19:15 0 0 229 130 07:30 0 0 224 351 19:30 0 0 199 117 07:45 0 0 0 0 304 866 455 1499 2365 19:45 0 0 0 0 205 832 109 519 1351 08:00 0 0 276 365 20:00 0 0 178 100 08:15 0 0 264 339 20:15 0 0 192 101 08:30 0 0 227 336 20:30 0 0 191 86 08:45 0 0 0 0 260 1026 350 1389 2415 20:45 0 0 0 0 169 729 84 370 1099 09:00 0 0 231 324 21:00 0 0 145 78 09:15 0 0 210 286 21:15 0 0 138 69 09:30 0 0 208 270 21:30 0 0 108 56 09:45 0 0 0 0 210 857 299 1179 2036 21:45 0 0 0 0 92 482 54 256 738 10:00 0 0 204 276 22:00 0 0 100 42 10:15 0 0 228 256 22:15 0 0 92 55 10:30 0 0 197 298 22:30 0 0 86 42 10:45 0 0 0 0 242 870 289 1118 1988 22:45 0 0 0 0 59 336 32 169 505 11:00 0 0 244 272 23:00 0 0 59 40 11:15 0 0 244 266 23:15 0 0 68 21 11:30 0 0 252 317 23:30 0 0 33 24 11:45 0 0 0 0 327 1066 292 1147 2213 23:45 0 0 0 0 44 204 13 97 300 Total Vol.5677 8257 13933 12315 8907 21221 NB SB Combined 17991 17163 35154 Split %40.7%59.3%39.6%58.0%42.0%60.4% Peak Hour 11:45 07:15 07:30 16:30 12:30 16:30 Volume 1251 1533 2576 1791 1233 2938P.H.F.0.95 0.84 0.85 0.90 0.91 0.95 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-002Project# Palomar Airport Rd btwn Yarrow Dr & El Camino Real Tuesday, July 10, 2012 Wednesday, July 11, 2012 Palomar Airport Road Between Yarrow Drive and El Camino Real Tuesday, July 10, 2012 End Time 10-Jul 1:00 AM 128 2:00 AM 76 3:00 AM 66 4:00 AM 115 5:00 AM 263 6:00 AM 728 7:00 AM 1,580 8:00 AM 2,381 9:00 AM 2,361 10:00 AM 1,996 11:00 AM 2,033 12:00 PM 2,240 1:00 PM 2,484 2:00 PM 2,354 3:00 PM 2,267 4:00 PM 2,459 5:00 PM 2,765 6:00 PM 2,733 7:00 PM 2,104 8:00 PM 1,351 9:00 PM 1,102 10:00 PM 721 11:00 PM 467 12:00 AM 286 Total 35060 0 500 1,000 1,500 2,000 2,500 3,000 Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport Road Between Yarrow Drive and El Camino Real Wednesday, July 11, 2012 End Time 11-Jul 1:00 AM 137 2:00 AM 59 3:00 AM 59 4:00 AM 100 5:00 AM 292 6:00 AM 719 7:00 AM 1,512 8:00 AM 2,349 9:00 AM 2,469 10:00 AM 2,075 11:00 AM 1,943 12:00 PM 2,185 1:00 PM 2,500 2:00 PM 2,368 3:00 PM 2,377 4:00 PM 2,480 5:00 PM 2,629 6:00 PM 2,873 7:00 PM 2,066 8:00 PM 1,350 9:00 PM 1,096 10:00 PM 754 11:00 PM 542 12:00 AM 314 Total 35248 0 500 1,000 1,500 2,000 2,500 3,000 3,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 55 19 12:00 444 474 00:15 33 14 12:15 438 565 00:30 26 7 12:30 387 480 00:45 21 135 18 58 193 12:45 436 1705 552 2071 3776 01:00 25 4 13:00 351 525 01:15 22 8 13:15 395 499 01:30 16 9 13:30 352 527 01:45 16 79 11 32 111 13:45 416 1514 449 2000 3514 02:00 24 12 14:00 378 506 02:15 16 9 14:15 402 390 02:30 7 10 14:30 445 509 02:45 11 58 6 37 95 14:45 455 1680 369 1774 3454 03:00 17 12 15:00 442 481 03:15 14 8 15:15 423 429 03:30 19 22 15:30 521 439 03:45 17 67 41 83 150 15:45 496 1882 393 1742 3624 04:00 18 15 16:00 525 508 04:15 7 31 16:15 515 466 04:30 29 55 16:30 567 510 04:45 43 97 150 251 348 16:45 546 2153 494 1978 4131 05:00 48 97 17:00 614 658 05:15 56 132 17:15 596 557 05:30 89 263 17:30 582 534 05:45 129 322 385 877 1199 17:45 485 2277 409 2158 4435 06:00 91 355 18:00 466 386 06:15 129 396 18:15 460 357 06:30 190 463 18:30 419 332 06:45 237 647 608 1822 2469 18:45 364 1709 246 1321 3030 07:00 246 473 19:00 307 347 07:15 274 520 19:15 308 229 07:30 282 590 19:30 286 235 07:45 462 1264 648 2231 3495 19:45 261 1162 209 1020 2182 08:00 317 619 20:00 274 210 08:15 381 538 20:15 225 169 08:30 326 573 20:30 252 111 08:45 346 1370 517 2247 3617 20:45 203 954 131 621 1575 09:00 303 473 21:00 218 93 09:15 308 353 21:15 197 115 09:30 274 498 21:30 114 109 09:45 332 1217 428 1752 2969 21:45 135 664 102 419 1083 10:00 272 430 22:00 146 82 10:15 266 451 22:15 100 74 10:30 289 455 22:30 136 66 10:45 307 1134 366 1702 2836 22:45 93 475 59 281 756 11:00 359 427 23:00 93 66 11:15 345 387 23:15 86 36 11:30 352 478 23:30 57 32 11:45 399 1455 461 1753 3208 23:45 58 294 38 172 466 Total Vol.7845 12845 20690 16469 15557 32026 NB SB EB WB Combined 24314 28402 52716 Split %37.9%62.1%39.2%51.4%48.6%60.8% Peak Hour 11:45 07:30 07:45 16:45 16:45 16:45 Volume 1668 2395 3864 2338 2243 4581P.H.F.0.94 0.92 0.87 0.95 0.85 0.90 Project#Tuesday, July 17, 2012 AM Daily Totals 12-1148-003 DAY 1 PM Prepared by: Field Data Services of Arizona (520) 316-6745 Palomar Airport Rd btwn El Camino Real & Loker Ave Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 32 29 12:00 443 463 00:15 44 21 12:15 421 494 00:30 41 10 12:30 377 549 00:45 25 142 23 83 225 12:45 384 1625 527 2033 3658 01:00 25 10 13:00 367 504 01:15 18 12 13:15 364 420 01:30 29 9 13:30 386 480 01:45 11 83 8 39 122 13:45 374 1491 426 1830 3321 02:00 18 13 14:00 376 411 02:15 15 10 14:15 379 475 02:30 25 7 14:30 440 433 02:45 14 72 11 41 113 14:45 448 1643 383 1702 3345 03:00 7 10 15:00 405 397 03:15 10 12 15:15 432 412 03:30 14 24 15:30 470 450 03:45 9 40 42 88 128 15:45 502 1809 452 1711 3520 04:00 19 19 16:00 555 459 04:15 17 54 16:15 494 499 04:30 32 90 16:30 577 481 04:45 51 119 127 290 409 16:45 523 2149 468 1907 4056 05:00 54 92 17:00 603 565 05:15 65 130 17:15 592 552 05:30 90 213 17:30 572 525 05:45 127 336 382 817 1153 17:45 515 2282 383 2025 4307 06:00 90 257 18:00 460 441 06:15 120 333 18:15 455 297 06:30 172 421 18:30 414 401 06:45 269 651 590 1601 2252 18:45 335 1664 305 1444 3108 07:00 235 490 19:00 322 271 07:15 252 653 19:15 294 227 07:30 343 577 19:30 279 235 07:45 410 1240 755 2475 3715 19:45 255 1150 186 919 2069 08:00 355 622 20:00 273 170 08:15 345 635 20:15 256 186 08:30 328 620 20:30 245 149 08:45 358 1386 606 2483 3869 20:45 216 990 147 652 1642 09:00 301 570 21:00 224 148 09:15 291 483 21:15 192 124 09:30 303 512 21:30 146 116 09:45 279 1174 402 1967 3141 21:45 144 706 109 497 1203 10:00 247 476 22:00 113 106 10:15 288 402 22:15 119 79 10:30 280 530 22:30 127 69 10:45 292 1107 399 1807 2914 22:45 99 458 53 307 765 11:00 308 455 23:00 89 83 11:15 339 482 23:15 95 42 11:30 343 541 23:30 59 38 11:45 394 1384 458 1936 3320 23:45 57 300 37 200 500 Total Vol.7734 13627 21361 16267 15227 31494 NB SB EB WB Combined 24001 28854 52855 Split %36.2%63.8%40.4%51.7%48.3%59.6% Peak Hour 11:45 07:45 07:45 16:30 16:45 16:45 Volume 1635 2632 4070 2295 2110 4400P.H.F.0.92 0.87 0.87 0.95 0.93 0.94 AM PM Project# Palomar Airport Rd btwn El Camino Real & Loker Ave Wednesday, July 18, 2012 12-1148-003 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 44 24 12:00 0 0 444 469 00:15 0 0 39 18 12:15 0 0 430 530 00:30 0 0 34 9 12:30 0 0 382 515 00:45 0 0 0 0 23 139 21 71 209 12:45 0 0 0 0 410 1665 540 2052 3717 01:00 0 0 25 7 13:00 0 0 359 515 01:15 0 0 20 10 13:15 0 0 380 460 01:30 0 0 23 9 13:30 0 0 369 504 01:45 0 0 0 0 14 81 10 36 117 13:45 0 0 0 0 395 1503 438 1915 3418 02:00 0 0 21 13 14:00 0 0 377 459 02:15 0 0 16 10 14:15 0 0 391 433 02:30 0 0 16 9 14:30 0 0 443 471 02:45 0 0 0 0 13 65 9 39 104 14:45 0 0 0 0 452 1662 376 1738 3400 03:00 0 0 12 11 15:00 0 0 424 439 03:15 0 0 12 10 15:15 0 0 428 421 03:30 0 0 17 23 15:30 0 0 496 445 03:45 0 0 0 0 13 54 42 86 139 15:45 0 0 0 0 499 1846 423 1727 3572 04:00 0 0 19 17 16:00 0 0 540 484 04:15 0 0 12 43 16:15 0 0 505 483 04:30 0 0 31 73 16:30 0 0 572 496 04:45 0 0 0 0 47 108 139 271 379 16:45 0 0 0 0 535 2151 481 1943 4094 05:00 0 0 51 95 17:00 0 0 609 612 05:15 0 0 61 131 17:15 0 0 594 555 05:30 0 0 90 238 17:30 0 0 577 530 05:45 0 0 0 0 128 329 384 847 1176 17:45 0 0 0 0 500 2280 396 2092 4371 06:00 0 0 91 306 18:00 0 0 463 414 06:15 0 0 125 365 18:15 0 0 458 327 06:30 0 0 181 442 18:30 0 0 417 367 06:45 0 0 0 0 253 649 599 1712 2361 18:45 0 0 0 0 350 1687 276 1383 3069 07:00 0 0 241 482 19:00 0 0 315 309 07:15 0 0 263 587 19:15 0 0 301 228 07:30 0 0 313 584 19:30 0 0 283 235 07:45 0 0 0 0 436 1252 702 2353 3605 19:45 0 0 0 0 258 1156 198 970 2126 08:00 0 0 336 621 20:00 0 0 274 190 08:15 0 0 363 587 20:15 0 0 241 178 08:30 0 0 327 597 20:30 0 0 249 130 08:45 0 0 0 0 352 1378 562 2365 3743 20:45 0 0 0 0 210 972 139 637 1609 09:00 0 0 302 522 21:00 0 0 221 121 09:15 0 0 300 418 21:15 0 0 195 120 09:30 0 0 289 505 21:30 0 0 130 113 09:45 0 0 0 0 306 1196 415 1860 3055 21:45 0 0 0 0 140 685 106 458 1143 10:00 0 0 260 453 22:00 0 0 130 94 10:15 0 0 277 427 22:15 0 0 110 77 10:30 0 0 285 493 22:30 0 0 132 68 10:45 0 0 0 0 300 1121 383 1755 2875 22:45 0 0 0 0 96 467 56 294 761 11:00 0 0 334 441 23:00 0 0 91 75 11:15 0 0 342 435 23:15 0 0 91 39 11:30 0 0 348 510 23:30 0 0 58 35 11:45 0 0 0 0 397 1420 460 1845 3264 23:45 0 0 0 0 58 297 38 186 483 Total Vol.7790 13236 21026 16368 15392 31760 NB SB Combined 24158 28628 52786 Split %37.0%63.0%39.8%51.5%48.5%60.2% Peak Hour 11:45 07:45 07:45 16:45 16:45 16:45 Volume 1652 2505 3967 2314 2177 4491P.H.F.0.93 0.89 0.87 0.95 0.89 0.92 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-003Project# Palomar Airport Rd btwn El Camino Real & Loker Ave Tuesday, July 17, 2012 Wednesday, July 18, 2012 Palomar Airport Road Between El Camino Real and Loker Avenue (W.) Tuesday, July 17, 2012 End Time 17-Jul 1:00 AM 193 2:00 AM 111 3:00 AM 95 4:00 AM 150 5:00 AM 348 6:00 AM 1,199 7:00 AM 2,469 8:00 AM 3,495 9:00 AM 3,617 10:00 AM 2,969 11:00 AM 2,836 12:00 PM 3,208 1:00 PM 3,776 2:00 PM 3,514 3:00 PM 3,454 4:00 PM 3,624 5:00 PM 4,131 6:00 PM 4,435 7:00 PM 3,030 8:00 PM 2,182 9:00 PM 1,575 10:00 PM 1,083 11:00 PM 756 12:00 AM 466 Total 52716 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport Road Between El Camino Real and Loker Avenue (W.) Wednesday, July 18, 2012 End Time 18-Jul 1:00 AM 225 2:00 AM 122 3:00 AM 113 4:00 AM 128 5:00 AM 409 6:00 AM 1,153 7:00 AM 2,252 8:00 AM 3,715 9:00 AM 3,869 10:00 AM 3,141 11:00 AM 2,914 12:00 PM 3,320 1:00 PM 3,658 2:00 PM 3,321 3:00 PM 3,345 4:00 PM 3,520 5:00 PM 4,056 6:00 PM 4,307 7:00 PM 3,108 8:00 PM 2,069 9:00 PM 1,642 10:00 PM 1,203 11:00 PM 765 12:00 AM 500 Total 52855 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 42 14 12:00 262 255 00:15 24 8 12:15 279 287 00:30 19 11 12:30 297 248 00:45 16 101 13 46 147 12:45 225 1063 296 1086 2149 01:00 17 5 13:00 261 254 01:15 20 7 13:15 255 266 01:30 15 7 13:30 280 249 01:45 11 63 9 28 91 13:45 243 1039 257 1026 2065 02:00 17 10 14:00 278 221 02:15 10 13 14:15 264 213 02:30 6 11 14:30 364 237 02:45 7 40 7 41 81 14:45 311 1217 191 862 2079 03:00 15 15 15:00 350 213 03:15 9 8 15:15 316 233 03:30 8 13 15:30 412 195 03:45 4 36 29 65 101 15:45 405 1483 194 835 2318 04:00 9 13 16:00 435 228 04:15 8 33 16:15 397 198 04:30 8 60 16:30 426 234 04:45 19 44 87 193 237 16:45 442 1700 243 903 2603 05:00 21 57 17:00 447 257 05:15 20 109 17:15 484 225 05:30 46 177 17:30 379 195 05:45 47 134 295 638 772 17:45 437 1747 197 874 2621 06:00 58 194 18:00 304 183 06:15 68 232 18:15 376 176 06:30 163 297 18:30 275 125 06:45 212 501 383 1106 1607 18:45 279 1234 145 629 1863 07:00 186 323 19:00 230 152 07:15 235 370 19:15 214 142 07:30 263 408 19:30 159 122 07:45 302 986 407 1508 2494 19:45 172 775 108 524 1299 08:00 281 354 20:00 153 103 08:15 270 336 20:15 171 98 08:30 288 330 20:30 144 81 08:45 259 1098 330 1350 2448 20:45 136 604 93 375 979 09:00 241 289 21:00 143 86 09:15 233 238 21:15 133 75 09:30 191 240 21:30 80 67 09:45 200 865 238 1005 1870 21:45 75 431 58 286 717 10:00 230 218 22:00 82 59 10:15 186 242 22:15 76 41 10:30 189 208 22:30 76 42 10:45 224 829 204 872 1701 22:45 61 295 36 178 473 11:00 233 208 23:00 71 47 11:15 233 232 23:15 61 22 11:30 248 249 23:30 30 21 11:45 276 990 253 942 1932 23:45 32 194 28 118 312 Total Vol.5687 7794 13481 11782 7696 19478 NB SB EB WB Combined 17469 15490 32959 Split %42.2%57.8%40.9%60.5%39.5%59.1% Peak Hour 07:45 07:15 07:30 16:30 12:00 16:30 Volume 1141 1539 2621 1799 1086 2758P.H.F.0.94 0.94 0.92 0.93 0.92 0.97 Project#Tuesday, July 17, 2012 AM Daily Totals 12-1148-004 DAY 1 PM Prepared by: Field Data Services of Arizona (520) 316-6745 Palomar Airport Rd btwn Melrose Dr & Paseo Valindo Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 14 12:00 245 225 00:15 21 9 12:15 194 243 00:30 28 4 12:30 214 248 00:45 14 92 18 45 137 12:45 220 873 276 992 1865 01:00 20 10 13:00 184 249 01:15 11 9 13:15 242 242 01:30 28 5 13:30 228 209 01:45 12 71 7 31 102 13:45 233 887 227 927 1814 02:00 9 10 14:00 236 212 02:15 9 10 14:15 224 244 02:30 20 8 14:30 286 199 02:45 8 46 10 38 84 14:45 278 1024 198 853 1877 03:00 6 11 15:00 236 185 03:15 7 8 15:15 281 214 03:30 9 19 15:30 407 225 03:45 6 28 23 61 89 15:45 391 1315 213 837 2152 04:00 13 9 16:00 406 202 04:15 12 38 16:15 442 220 04:30 18 63 16:30 334 233 04:45 24 67 98 208 275 16:45 475 1657 196 851 2508 05:00 20 71 17:00 436 232 05:15 31 91 17:15 485 241 05:30 42 154 17:30 402 221 05:45 38 131 326 642 773 17:45 365 1688 215 909 2597 06:00 48 182 18:00 359 176 06:15 56 212 18:15 305 160 06:30 144 286 18:30 224 176 06:45 210 458 389 1069 1527 18:45 186 1074 150 662 1736 07:00 175 300 19:00 163 136 07:15 236 371 19:15 173 120 07:30 269 406 19:30 129 125 07:45 301 981 392 1469 2450 19:45 133 598 114 495 1093 08:00 295 375 20:00 130 93 08:15 262 333 20:15 112 92 08:30 261 338 20:30 120 84 08:45 260 1078 342 1388 2466 20:45 106 468 97 366 834 09:00 241 267 21:00 89 70 09:15 239 277 21:15 101 68 09:30 198 229 21:30 77 64 09:45 203 881 211 984 1865 21:45 54 321 63 265 586 10:00 176 212 22:00 66 69 10:15 182 221 22:15 62 52 10:30 185 231 22:30 83 38 10:45 178 721 213 877 1598 22:45 47 258 25 184 442 11:00 187 202 23:00 53 35 11:15 177 217 23:15 44 31 11:30 236 226 23:30 31 20 11:45 200 800 217 862 1662 23:45 27 155 27 113 268 Total Vol.5354 7674 13028 10318 7454 17772 NB SB EB WB Combined 15672 15128 30800 Split %41.1%58.9%42.3%58.1%41.9%57.7% Peak Hour 07:30 07:15 07:15 16:45 12:15 16:45 Volume 1127 1544 2645 1798 1016 2688P.H.F.0.94 0.95 0.95 0.93 0.92 0.93 AM PM Project# Palomar Airport Rd btwn Melrose Dr & Paseo Valindo Wednesday, July 18, 2012 12-1148-004 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 36 14 12:00 0 0 254 240 00:15 0 0 23 9 12:15 0 0 237 265 00:30 0 0 24 8 12:30 0 0 256 248 00:45 0 0 0 0 15 97 16 46 142 12:45 0 0 0 0 223 968 286 1039 2007 01:00 0 0 19 8 13:00 0 0 223 252 01:15 0 0 16 8 13:15 0 0 249 254 01:30 0 0 22 6 13:30 0 0 254 229 01:45 0 0 0 0 12 67 8 30 97 13:45 0 0 0 0 238 963 242 977 1940 02:00 0 0 13 10 14:00 0 0 257 217 02:15 0 0 10 12 14:15 0 0 244 229 02:30 0 0 13 10 14:30 0 0 325 218 02:45 0 0 0 0 8 43 9 40 83 14:45 0 0 0 0 295 1121 195 858 1978 03:00 0 0 11 13 15:00 0 0 293 199 03:15 0 0 8 8 15:15 0 0 299 224 03:30 0 0 9 16 15:30 0 0 410 210 03:45 0 0 0 0 5 32 26 63 95 15:45 0 0 0 0 398 1399 204 836 2235 04:00 0 0 11 11 16:00 0 0 421 215 04:15 0 0 10 36 16:15 0 0 420 209 04:30 0 0 13 62 16:30 0 0 380 234 04:45 0 0 0 0 22 56 93 201 256 16:45 0 0 0 0 459 1679 220 877 2556 05:00 0 0 21 64 17:00 0 0 442 245 05:15 0 0 26 100 17:15 0 0 485 233 05:30 0 0 44 166 17:30 0 0 391 208 05:45 0 0 0 0 43 133 311 640 773 17:45 0 0 0 0 401 1718 206 892 2609 06:00 0 0 53 188 18:00 0 0 332 180 06:15 0 0 62 222 18:15 0 0 341 168 06:30 0 0 154 292 18:30 0 0 250 151 06:45 0 0 0 0 211 480 386 1088 1567 18:45 0 0 0 0 233 1154 148 646 1800 07:00 0 0 181 312 19:00 0 0 197 144 07:15 0 0 236 371 19:15 0 0 194 131 07:30 0 0 266 407 19:30 0 0 144 124 07:45 0 0 0 0 302 984 400 1489 2472 19:45 0 0 0 0 153 687 111 510 1196 08:00 0 0 288 365 20:00 0 0 142 98 08:15 0 0 266 335 20:15 0 0 142 95 08:30 0 0 275 334 20:30 0 0 132 83 08:45 0 0 0 0 260 1088 336 1369 2457 20:45 0 0 0 0 121 536 95 371 907 09:00 0 0 241 278 21:00 0 0 116 78 09:15 0 0 236 258 21:15 0 0 117 72 09:30 0 0 195 235 21:30 0 0 79 66 09:45 0 0 0 0 202 873 225 995 1868 21:45 0 0 0 0 65 376 61 276 652 10:00 0 0 203 215 22:00 0 0 74 64 10:15 0 0 184 232 22:15 0 0 69 47 10:30 0 0 187 220 22:30 0 0 80 40 10:45 0 0 0 0 201 775 209 875 1650 22:45 0 0 0 0 54 277 31 181 458 11:00 0 0 210 205 23:00 0 0 62 41 11:15 0 0 205 225 23:15 0 0 53 27 11:30 0 0 242 238 23:30 0 0 31 21 11:45 0 0 0 0 238 895 235 902 1797 23:45 0 0 0 0 30 175 28 116 290 Total Vol.5521 7734 13255 11050 7575 18625 NB SB Combined 16571 15309 31880 Split %41.7%58.3%41.6%59.3%40.7%58.4% Peak Hour 07:45 07:15 07:15 16:45 12:15 16:30 Volume 1130 1542 2633 1775 1051 2695P.H.F.0.94 0.95 0.94 0.92 0.92 0.94 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-004Project# Palomar Airport Rd btwn Melrose Dr & Paseo Valindo Tuesday, July 17, 2012 Wednesday, July 18, 2012 Palomar Airport Road Between Melrose Drive and Paseo Valindo Tuesday, July 17, 2012 End Time 17-Jul 1:00 AM 147 2:00 AM 91 3:00 AM 81 4:00 AM 101 5:00 AM 237 6:00 AM 772 7:00 AM 1,607 8:00 AM 2,494 9:00 AM 2,448 10:00 AM 1,870 11:00 AM 1,701 12:00 PM 1,932 1:00 PM 2,149 2:00 PM 2,065 3:00 PM 2,079 4:00 PM 2,318 5:00 PM 2,603 6:00 PM 2,621 7:00 PM 1,863 8:00 PM 1,299 9:00 PM 979 10:00 PM 717 11:00 PM 473 12:00 AM 312 Total 32959 0 500 1,000 1,500 2,000 2,500 3,000 Total Volume (Both Directions)24-Hour Volume Plot Palomar Airport Road Between Melrose Drive and Paseo Valindo Wednesday, July 18, 2012 End Time 18-Jul 1:00 AM 137 2:00 AM 102 3:00 AM 84 4:00 AM 89 5:00 AM 275 6:00 AM 773 7:00 AM 1,527 8:00 AM 2,450 9:00 AM 2,466 10:00 AM 1,865 11:00 AM 1,598 12:00 PM 1,662 1:00 PM 1,865 2:00 PM 1,814 3:00 PM 1,877 4:00 PM 2,152 5:00 PM 2,508 6:00 PM 2,597 7:00 PM 1,736 8:00 PM 1,093 9:00 PM 834 10:00 PM 586 11:00 PM 442 12:00 AM 268 Total 30800 0 500 1,000 1,500 2,000 2,500 3,000 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 30 23 12:00 258 225 00:15 17 15 12:15 259 236 00:30 13 15 12:30 234 234 00:45 18 78 8 61 139 12:45 240 991 283 978 1969 01:00 19 13 13:00 246 270 01:15 11 7 13:15 268 230 01:30 10 16 13:30 202 235 01:45 9 49 3 39 88 13:45 263 979 252 987 1966 02:00 11 4 14:00 255 230 02:15 11 10 14:15 247 226 02:30 3 4 14:30 248 250 02:45 3 28 8 26 54 14:45 294 1044 209 915 1959 03:00 3 4 15:00 255 249 03:15 4 6 15:15 291 226 03:30 10 8 15:30 273 271 03:45 7 24 18 36 60 15:45 287 1106 246 992 2098 04:00 9 9 16:00 276 252 04:15 13 17 16:15 333 238 04:30 21 34 16:30 315 279 04:45 21 64 56 116 180 16:45 317 1241 253 1022 2263 05:00 35 26 17:00 333 258 05:15 41 50 17:15 338 265 05:30 47 119 17:30 326 244 05:45 67 190 122 317 507 17:45 343 1340 238 1005 2345 06:00 74 103 18:00 266 217 06:15 92 145 18:15 300 213 06:30 128 192 18:30 290 198 06:45 104 398 235 675 1073 18:45 230 1086 214 842 1928 07:00 143 151 19:00 223 172 07:15 157 225 19:15 213 148 07:30 168 331 19:30 214 139 07:45 197 665 328 1035 1700 19:45 161 811 159 618 1429 08:00 172 263 20:00 154 132 08:15 190 253 20:15 138 126 08:30 186 225 20:30 158 116 08:45 179 727 219 960 1687 20:45 155 605 92 466 1071 09:00 160 216 21:00 153 101 09:15 180 219 21:15 103 79 09:30 195 175 21:30 84 98 09:45 194 729 210 820 1549 21:45 86 426 86 364 790 10:00 199 209 22:00 58 66 10:15 173 199 22:15 75 63 10:30 228 191 22:30 55 45 10:45 222 822 206 805 1627 22:45 64 252 37 211 463 11:00 176 208 23:00 61 50 11:15 226 194 23:15 51 35 11:30 236 250 23:30 31 18 11:45 236 874 230 882 1756 23:45 21 164 32 135 299 Total Vol.4648 5772 10420 10045 8535 18580 NB SB EB WB Combined 14693 14307 29000 Split %44.6%55.4%35.9%54.1%45.9%64.1% Peak Hour 11:30 07:30 11:30 17:00 16:30 16:30 Volume 989 1175 1930 1340 1055 2358P.H.F.0.95 0.89 0.97 0.98 0.95 0.98 Project#Tuesday, July 31, 2012 AM Daily Totals 12-1148-005 DAY 1 PM Prepared by: Field Data Services of Arizona (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 26 24 12:00 249 262 00:15 17 13 12:15 247 269 00:30 20 15 12:30 246 241 00:45 14 77 9 61 138 12:45 208 950 244 1016 1966 01:00 18 10 13:00 253 230 01:15 10 12 13:15 235 267 01:30 10 9 13:30 209 229 01:45 11 49 9 40 89 13:45 253 950 228 954 1904 02:00 3 8 14:00 235 252 02:15 14 6 14:15 278 255 02:30 13 7 14:30 267 222 02:45 3 33 4 25 58 14:45 291 1071 209 938 2009 03:00 4 7 15:00 299 233 03:15 8 5 15:15 301 250 03:30 8 9 15:30 269 220 03:45 12 32 13 34 66 15:45 318 1187 229 932 2119 04:00 5 3 16:00 326 251 04:15 10 16 16:15 319 287 04:30 19 36 16:30 290 251 04:45 15 49 49 104 153 16:45 357 1292 259 1048 2340 05:00 31 31 17:00 329 257 05:15 34 47 17:15 360 266 05:30 51 113 17:30 332 256 05:45 64 180 127 318 498 17:45 313 1334 240 1019 2353 06:00 79 82 18:00 320 224 06:15 92 133 18:15 273 208 06:30 109 190 18:30 289 208 06:45 118 398 226 631 1029 18:45 251 1133 210 850 1983 07:00 125 173 19:00 229 164 07:15 125 230 19:15 194 168 07:30 175 307 19:30 202 165 07:45 203 628 345 1055 1683 19:45 184 809 151 648 1457 08:00 177 281 20:00 161 146 08:15 187 247 20:15 160 128 08:30 169 184 20:30 172 129 08:45 223 756 284 996 1752 20:45 143 636 123 526 1162 09:00 180 226 21:00 154 103 09:15 192 215 21:15 122 99 09:30 193 217 21:30 97 97 09:45 185 750 218 876 1626 21:45 94 467 73 372 839 10:00 216 177 22:00 69 81 10:15 196 194 22:15 79 62 10:30 220 212 22:30 72 61 10:45 191 823 217 800 1623 22:45 56 276 52 256 532 11:00 225 220 23:00 56 55 11:15 199 222 23:15 41 43 11:30 226 218 23:30 42 32 11:45 259 909 235 895 1804 23:45 22 161 16 146 307 Total Vol.4684 5835 10519 10266 8705 18971 NB SB EB WB Combined 14950 14540 29490 Split %44.5%55.5%35.7%54.1%45.9%64.3% Peak Hour 11:45 07:30 11:45 16:45 16:15 16:45 Volume 1001 1180 2008 1378 1054 2416P.H.F.0.97 0.86 0.97 0.96 0.92 0.96 AM PM Project# El Camino Real btwn Plaza Dr & Marron Rd Wednesday, August 01, 2012 12-1148-005 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 24 0 0 12:00 254 244 0 0 00:15 17 14 0 0 12:15 253 253 0 0 00:30 17 15 0 0 12:30 240 238 0 0 00:45 16 78 9 61 0 0 0 0 139 12:45 224 971 264 997 0 0 0 0 1968 01:00 19 12 0 0 13:00 250 250 0 0 01:15 11 10 0 0 13:15 252 249 0 0 01:30 10 13 0 0 13:30 206 232 0 0 01:45 10 49 6 40 0 0 0 0 89 13:45 258 965 240 971 0 0 0 0 1935 02:00 7 6 0 0 14:00 245 241 0 0 02:15 13 8 0 0 14:15 263 241 0 0 02:30 8 6 0 0 14:30 258 236 0 0 02:45 3 31 6 26 0 0 0 0 56 14:45 293 1058 209 927 0 0 0 0 1984 03:00 4 6 0 0 15:00 277 241 0 0 03:15 6 6 0 0 15:15 296 238 0 0 03:30 9 9 0 0 15:30 271 246 0 0 03:45 10 28 16 35 0 0 0 0 63 15:45 303 1147 238 962 0 0 0 0 2109 04:00 7 6 0 0 16:00 301 252 0 0 04:15 12 17 0 0 16:15 326 263 0 0 04:30 20 35 0 0 16:30 303 265 0 0 04:45 18 57 53 110 0 0 0 0 167 16:45 337 1267 256 1035 0 0 0 0 2302 05:00 33 29 0 0 17:00 331 258 0 0 05:15 38 49 0 0 17:15 349 266 0 0 05:30 49 116 0 0 17:30 329 250 0 0 05:45 66 185 125 318 0 0 0 0 503 17:45 328 1337 239 1012 0 0 0 0 2349 06:00 77 93 0 0 18:00 293 221 0 0 06:15 92 139 0 0 18:15 287 211 0 0 06:30 119 191 0 0 18:30 290 203 0 0 06:45 111 398 231 653 0 0 0 0 1051 18:45 241 1110 212 846 0 0 0 0 1956 07:00 134 162 0 0 19:00 226 168 0 0 07:15 141 228 0 0 19:15 204 158 0 0 07:30 172 319 0 0 19:30 208 152 0 0 07:45 200 647 337 1045 0 0 0 0 1692 19:45 173 810 155 633 0 0 0 0 1443 08:00 175 272 0 0 20:00 158 139 0 0 08:15 189 250 0 0 20:15 149 127 0 0 08:30 178 205 0 0 20:30 165 123 0 0 08:45 201 742 252 978 0 0 0 0 1720 20:45 149 621 108 496 0 0 0 0 1117 09:00 170 221 0 0 21:00 154 102 0 0 09:15 186 217 0 0 21:15 113 89 0 0 09:30 194 196 0 0 21:30 91 98 0 0 09:45 190 740 214 848 0 0 0 0 1588 21:45 90 447 80 368 0 0 0 0 815 10:00 208 193 0 0 22:00 64 74 0 0 10:15 185 197 0 0 22:15 77 63 0 0 10:30 224 202 0 0 22:30 64 53 0 0 10:45 207 823 212 803 0 0 0 0 1625 22:45 60 264 45 234 0 0 0 0 498 11:00 201 214 0 0 23:00 59 53 0 0 11:15 213 208 0 0 23:15 46 39 0 0 11:30 231 234 0 0 23:30 37 25 0 0 11:45 248 892 233 889 0 0 0 0 1780 23:45 22 163 24 141 0 0 0 0 303 Total Vol.4666 5804 10470 10156 8620 18776 NB SB Combined 14822 14424 29245 Split %44.6%55.4%35.8%54.1%45.9%64.2% Peak Hour 11:45 07:30 11:45 16:45 16:30 16:45 Volume 994 1178 1960 1346 1044 2375P.H.F.0.98 0.87 0.97 0.96 0.98 0.97 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-005Project# El Camino Real btwn Plaza Dr & Marron Rd Tuesday, July 31, 2012 Wednesday, August 01, 2012 El Camino Real Between Plaza Drive and Marron Road Tuesday, July 31, 2012 End Time 31-Jul 1:00 AM 139 2:00 AM 88 3:00 AM 54 4:00 AM 60 5:00 AM 180 6:00 AM 507 7:00 AM 1,073 8:00 AM 1,700 9:00 AM 1,687 10:00 AM 1,549 11:00 AM 1,627 12:00 PM 1,756 1:00 PM 1,969 2:00 PM 1,966 3:00 PM 1,959 4:00 PM 2,098 5:00 PM 2,263 6:00 PM 2,345 7:00 PM 1,928 8:00 PM 1,429 9:00 PM 1,071 10:00 PM 790 11:00 PM 463 12:00 AM 299 Total 29000 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot El Camino Real Between Plaza Drive and Marron Road Wednesday, August 1, 2012 End Time 1-Aug 1:00 AM 138 2:00 AM 89 3:00 AM 58 4:00 AM 66 5:00 AM 153 6:00 AM 498 7:00 AM 1,029 8:00 AM 1,683 9:00 AM 1,752 10:00 AM 1,626 11:00 AM 1,623 12:00 PM 1,804 1:00 PM 1,966 2:00 PM 1,904 3:00 PM 2,009 4:00 PM 2,119 5:00 PM 2,340 6:00 PM 2,353 7:00 PM 1,983 8:00 PM 1,457 9:00 PM 1,162 10:00 PM 839 11:00 PM 532 12:00 AM 307 Total 29490 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 15 9 12:00 217 161 00:15 13 6 12:15 219 207 00:30 8 10 12:30 205 179 00:45 3 39 5 30 69 12:45 206 847 191 738 1585 01:00 8 5 13:00 204 195 01:15 4 6 13:15 183 185 01:30 5 1 13:30 204 172 01:45 3 20 9 21 41 13:45 204 795 171 723 1518 02:00 11 8 14:00 200 165 02:15 2 4 14:15 186 160 02:30 1 1 14:30 234 176 02:45 4 18 4 17 35 14:45 240 860 164 665 1525 03:00 5 3 15:00 205 169 03:15 2 4 15:15 261 136 03:30 2 8 15:30 270 168 03:45 5 14 17 32 46 15:45 317 1053 190 663 1716 04:00 5 8 16:00 325 180 04:15 8 14 16:15 312 140 04:30 5 32 16:30 351 198 04:45 6 24 51 105 129 16:45 341 1329 159 677 2006 05:00 8 30 17:00 408 170 05:15 6 46 17:15 497 151 05:30 23 117 17:30 293 181 05:45 27 64 151 344 408 17:45 313 1511 138 640 2151 06:00 17 99 18:00 268 133 06:15 26 122 18:15 193 118 06:30 27 243 18:30 117 106 06:45 37 107 271 735 842 18:45 98 676 102 459 1135 07:00 45 203 19:00 95 84 07:15 47 281 19:15 91 112 07:30 66 368 19:30 69 72 07:45 76 234 443 1295 1529 19:45 56 311 81 349 660 08:00 96 310 20:00 64 79 08:15 104 364 20:15 51 73 08:30 142 297 20:30 54 66 08:45 141 483 261 1232 1715 20:45 42 211 68 286 497 09:00 110 227 21:00 43 54 09:15 124 174 21:15 37 49 09:30 125 183 21:30 34 49 09:45 138 497 165 749 1246 21:45 27 141 54 206 347 10:00 157 126 22:00 31 44 10:15 144 183 22:15 21 26 10:30 148 168 22:30 24 27 10:45 157 606 153 630 1236 22:45 17 93 18 115 208 11:00 189 128 23:00 24 17 11:15 173 141 23:15 22 11 11:30 215 175 23:30 15 22 11:45 233 810 155 599 1409 23:45 16 77 12 62 139 Total Vol.2916 5789 8705 7904 5583 13487 NB SB EB WB Combined 10820 11372 22192 Split %33.5%66.5%39.2%58.6%41.4%60.8% Peak Hour 11:30 07:30 07:45 16:30 12:15 16:30 Volume 884 1485 1832 1597 772 2275P.H.F.0.95 0.84 0.88 0.80 0.93 0.88 Project#Tuesday, July 10, 2012 AM Daily Totals 12-1148-006 DAY 1 PM Prepared by: Field Data Services of Arizona (520) 316-6745 El Camino Real btwn Tamarack Ave & Kelly Dr Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 11 12:00 256 178 00:15 16 8 12:15 222 170 00:30 11 9 12:30 197 180 00:45 6 47 8 36 83 12:45 180 855 177 705 1560 01:00 7 5 13:00 228 196 01:15 5 4 13:15 184 177 01:30 5 5 13:30 201 216 01:45 4 21 4 18 39 13:45 193 806 177 766 1572 02:00 4 3 14:00 197 170 02:15 1 6 14:15 214 169 02:30 1 4 14:30 263 207 02:45 1 7 4 17 24 14:45 227 901 187 733 1634 03:00 2 2 15:00 268 199 03:15 2 3 15:15 243 190 03:30 4 7 15:30 281 183 03:45 4 12 10 22 34 15:45 334 1126 195 767 1893 04:00 6 8 16:00 309 203 04:15 1 14 16:15 330 201 04:30 3 37 16:30 368 208 04:45 6 16 56 115 131 16:45 382 1389 175 787 2176 05:00 1 32 17:00 372 190 05:15 5 59 17:15 379 183 05:30 20 116 17:30 331 190 05:45 14 40 142 349 389 17:45 353 1435 167 730 2165 06:00 17 75 18:00 272 116 06:15 17 132 18:15 282 153 06:30 33 212 18:30 230 113 06:45 36 103 266 685 788 18:45 215 999 110 492 1491 07:00 33 207 19:00 176 100 07:15 37 315 19:15 109 88 07:30 90 336 19:30 82 111 07:45 122 282 487 1345 1627 19:45 64 431 80 379 810 08:00 108 294 20:00 66 84 08:15 134 343 20:15 66 74 08:30 142 266 20:30 65 75 08:45 142 526 242 1145 1671 20:45 68 265 88 321 586 09:00 118 104 21:00 58 77 09:15 128 0 21:15 51 61 09:30 139 64 21:30 37 46 09:45 123 508 172 340 848 21:45 36 182 42 226 408 10:00 148 149 22:00 26 45 10:15 127 132 22:15 39 22 10:30 184 155 22:30 28 37 10:45 144 603 143 579 1182 22:45 26 119 24 128 247 11:00 170 137 23:00 24 23 11:15 147 127 23:15 22 18 11:30 183 164 23:30 13 11 11:45 257 757 160 588 1345 23:45 14 73 7 59 132 Total Vol.2922 5239 8161 8581 6093 14674 NB SB EB WB Combined 11503 11332 22835 Split %35.8%64.2%35.7%58.5%41.5%64.3% Peak Hour 11:45 07:30 07:30 16:30 15:45 16:30 Volume 932 1460 1914 1501 807 2257P.H.F.0.91 0.75 0.79 0.98 0.97 0.98 AM PM Project# El Camino Real btwn Tamarack Ave & Kelly Dr Wednesday, July 11, 2012 12-1148-006 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 10 0 0 12:00 237 170 0 0 00:15 15 7 0 0 12:15 221 189 0 0 00:30 10 10 0 0 12:30 201 180 0 0 00:45 5 43 7 33 0 0 0 0 76 12:45 193 851 184 722 0 0 0 0 1573 01:00 8 5 0 0 13:00 216 196 0 0 01:15 5 5 0 0 13:15 184 181 0 0 01:30 5 3 0 0 13:30 203 194 0 0 01:45 4 21 7 20 0 0 0 0 40 13:45 199 801 174 745 0 0 0 0 1545 02:00 8 6 0 0 14:00 199 168 0 0 02:15 2 5 0 0 14:15 200 165 0 0 02:30 1 3 0 0 14:30 249 192 0 0 02:45 3 13 4 17 0 0 0 0 30 14:45 234 881 176 699 0 0 0 0 1580 03:00 4 3 0 0 15:00 237 184 0 0 03:15 2 4 0 0 15:15 252 163 0 0 03:30 3 8 0 0 15:30 276 176 0 0 03:45 5 13 14 27 0 0 0 0 40 15:45 326 1090 193 715 0 0 0 0 1805 04:00 6 8 0 0 16:00 317 192 0 0 04:15 5 14 0 0 16:15 321 171 0 0 04:30 4 35 0 0 16:30 360 203 0 0 04:45 6 20 54 110 0 0 0 0 130 16:45 362 1359 167 732 0 0 0 0 2091 05:00 5 31 0 0 17:00 390 180 0 0 05:15 6 53 0 0 17:15 438 167 0 0 05:30 22 117 0 0 17:30 312 186 0 0 05:45 21 52 147 347 0 0 0 0 399 17:45 333 1473 153 685 0 0 0 0 2158 06:00 17 87 0 0 18:00 270 125 0 0 06:15 22 127 0 0 18:15 238 136 0 0 06:30 30 228 0 0 18:30 174 110 0 0 06:45 37 105 269 710 0 0 0 0 815 18:45 157 838 106 476 0 0 0 0 1313 07:00 39 205 0 0 19:00 136 92 0 0 07:15 42 298 0 0 19:15 100 100 0 0 07:30 78 352 0 0 19:30 76 92 0 0 07:45 99 258 465 1320 0 0 0 0 1578 19:45 60 371 81 364 0 0 0 0 735 08:00 102 302 0 0 20:00 65 82 0 0 08:15 119 354 0 0 20:15 59 74 0 0 08:30 142 282 0 0 20:30 60 71 0 0 08:45 142 505 252 1189 0 0 0 0 1693 20:45 55 238 78 304 0 0 0 0 542 09:00 114 166 0 0 21:00 51 66 0 0 09:15 126 87 0 0 21:15 44 55 0 0 09:30 132 124 0 0 21:30 36 48 0 0 09:45 131 503 169 545 0 0 0 0 1047 21:45 32 162 48 216 0 0 0 0 378 10:00 153 138 0 0 22:00 29 45 0 0 10:15 136 158 0 0 22:15 30 24 0 0 10:30 166 162 0 0 22:30 26 32 0 0 10:45 151 605 148 605 0 0 0 0 1209 22:45 22 106 21 122 0 0 0 0 228 11:00 180 133 0 0 23:00 24 20 0 0 11:15 160 134 0 0 23:15 22 15 0 0 11:30 199 170 0 0 23:30 14 17 0 0 11:45 245 784 158 594 0 0 0 0 1377 23:45 15 75 10 61 0 0 0 0 136 Total Vol.2919 5514 8433 8243 5838 14081 NB SB Combined 11162 11352 22514 Split %34.6%65.4%37.5%58.5%41.5%62.5% Peak Hour 11:45 07:30 07:30 16:30 15:45 16:30 Volume 903 1473 1871 1549 758 2266P.H.F.0.92 0.79 0.83 0.88 0.93 0.94 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-006Project# El Camino Real btwn Tamarack Ave & Kelly Dr Tuesday, July 10, 2012 Wednesday, July 11, 2012 El Camino Real Between Tamarack Avenue and Kelly Drive Tuesday, July 10, 2012 End Time 10-Jul 1:00 AM 69 2:00 AM 41 3:00 AM 35 4:00 AM 46 5:00 AM 129 6:00 AM 408 7:00 AM 842 8:00 AM 1,529 9:00 AM 1,715 10:00 AM 1,246 11:00 AM 1,236 12:00 PM 1,409 1:00 PM 1,585 2:00 PM 1,518 3:00 PM 1,525 4:00 PM 1,716 5:00 PM 2,006 6:00 PM 2,151 7:00 PM 1,135 8:00 PM 660 9:00 PM 497 10:00 PM 347 11:00 PM 208 12:00 AM 139 Total 22192 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot El Camino Real Between Tamarack Avenue and Kelly Drive Wednesday, July 11, 2012 End Time 11-Jul 1:00 AM 83 2:00 AM 39 3:00 AM 24 4:00 AM 34 5:00 AM 131 6:00 AM 389 7:00 AM 788 8:00 AM 1,627 9:00 AM 1,671 10:00 AM 848 11:00 AM 1,182 12:00 PM 1,345 1:00 PM 1,560 2:00 PM 1,572 3:00 PM 1,634 4:00 PM 1,893 5:00 PM 2,176 6:00 PM 2,165 7:00 PM 1,491 8:00 PM 810 9:00 PM 586 10:00 PM 408 11:00 PM 247 12:00 AM 132 Total 22835 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 30 11 12:00 310 198 00:15 28 5 12:15 255 283 00:30 14 7 12:30 261 212 00:45 9 81 13 36 117 12:45 257 1083 279 972 2055 01:00 17 10 13:00 244 255 01:15 12 3 13:15 215 258 01:30 5 5 13:30 256 242 01:45 4 38 9 27 65 13:45 239 954 254 1009 1963 02:00 18 7 14:00 248 227 02:15 12 4 14:15 261 223 02:30 5 6 14:30 363 223 02:45 5 40 9 26 66 14:45 306 1178 232 905 2083 03:00 6 7 15:00 277 204 03:15 9 9 15:15 310 193 03:30 4 9 15:30 426 206 03:45 12 31 28 53 84 15:45 381 1394 222 825 2219 04:00 17 19 16:00 462 218 04:15 11 27 16:15 441 225 04:30 8 57 16:30 481 218 04:45 7 43 108 211 254 16:45 526 1910 250 911 2821 05:00 18 56 17:00 624 199 05:15 12 84 17:15 566 217 05:30 30 145 17:30 487 212 05:45 32 92 303 588 680 17:45 449 2126 187 815 2941 06:00 52 174 18:00 412 181 06:15 56 187 18:15 329 137 06:30 72 295 18:30 283 116 06:45 81 261 434 1090 1351 18:45 215 1239 119 553 1792 07:00 83 308 19:00 195 99 07:15 142 431 19:15 186 139 07:30 137 479 19:30 162 101 07:45 150 512 677 1895 2407 19:45 156 699 107 446 1145 08:00 156 474 20:00 137 78 08:15 143 482 20:15 123 103 08:30 173 458 20:30 121 78 08:45 187 659 431 1845 2504 20:45 96 477 77 336 813 09:00 158 355 21:00 115 69 09:15 177 263 21:15 91 72 09:30 168 251 21:30 84 56 09:45 177 680 235 1104 1784 21:45 59 349 53 250 599 10:00 174 211 22:00 77 44 10:15 194 247 22:15 67 33 10:30 201 194 22:30 65 46 10:45 194 763 243 895 1658 22:45 64 273 36 159 432 11:00 247 200 23:00 54 32 11:15 246 202 23:15 49 18 11:30 265 214 23:30 41 27 11:45 287 1045 224 840 1885 23:45 35 179 10 87 266 Total Vol.4245 8610 12855 11861 7268 19129 NB SB EB WB Combined 16106 15878 31984 Split %33.0%67.0%40.2%62.0%38.0%59.8% Peak Hour 11:30 07:30 07:45 16:45 12:45 16:30 Volume 1117 2112 2713 2203 1034 3081P.H.F.0.90 0.78 0.82 0.88 0.93 0.94 Prepared by: Field Data Services of Arizona (520) 316-6745 El Camino Real btwn Jackspar Dr & College Blvd PM Project#Tuesday, July 10, 2012 AM Daily Totals 12-1148-007 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 35 10 12:00 331 243 00:15 23 7 12:15 267 241 00:30 23 8 12:30 237 265 00:45 18 99 12 37 136 12:45 245 1080 263 1012 2092 01:00 16 12 13:00 292 275 01:15 12 5 13:15 230 287 01:30 9 6 13:30 252 251 01:45 10 47 7 30 77 13:45 238 1012 272 1085 2097 02:00 12 3 14:00 276 258 02:15 3 3 14:15 254 225 02:30 2 6 14:30 366 277 02:45 6 23 5 17 40 14:45 308 1204 243 1003 2207 03:00 8 7 15:00 335 252 03:15 7 9 15:15 323 243 03:30 5 13 15:30 426 259 03:45 5 25 20 49 74 15:45 371 1455 249 1003 2458 04:00 12 12 16:00 440 252 04:15 11 31 16:15 434 276 04:30 6 64 16:30 520 279 04:45 12 41 123 230 271 16:45 495 1889 260 1067 2956 05:00 10 58 17:00 605 226 05:15 22 103 17:15 564 270 05:30 27 143 17:30 418 230 05:45 29 88 290 594 682 17:45 513 2100 274 1000 3100 06:00 50 133 18:00 367 199 06:15 47 201 18:15 368 158 06:30 68 262 18:30 273 142 06:45 88 253 405 1001 1254 18:45 216 1224 133 632 1856 07:00 84 349 19:00 219 108 07:15 112 426 19:15 170 111 07:30 139 483 19:30 161 121 07:45 165 500 712 1970 2470 19:45 126 676 102 442 1118 08:00 146 497 20:00 152 83 08:15 144 468 20:15 115 96 08:30 174 430 20:30 132 81 08:45 181 645 409 1804 2449 20:45 104 503 81 341 844 09:00 160 314 21:00 150 78 09:15 154 285 21:15 103 80 09:30 177 260 21:30 85 61 09:45 167 658 271 1130 1788 21:45 86 424 56 275 699 10:00 166 189 22:00 86 62 10:15 187 223 22:15 76 31 10:30 204 215 22:30 73 49 10:45 179 736 222 849 1585 22:45 73 308 37 179 487 11:00 197 180 23:00 57 27 11:15 209 186 23:15 58 22 11:30 272 221 23:30 40 17 11:45 301 979 223 810 1789 23:45 40 195 12 78 273 Total Vol.4094 8521 12615 12070 8117 20187 NB SB EB WB Combined 16164 16638 32802 Split %32.5%67.5%38.5%59.8%40.2%61.5% Peak Hour 11:30 07:30 07:30 16:30 12:30 16:30 Volume 1171 2160 2754 2184 1090 3219P.H.F.0.88 0.76 0.79 0.90 0.95 0.96 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# El Camino Real btwn Jackspar Dr & College Blvd Wednesday, July 11, 2012 12-1148-007 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 33 11 0 0 12:00 321 221 0 0 00:15 26 6 0 0 12:15 261 262 0 0 00:30 19 8 0 0 12:30 249 239 0 0 00:45 14 90 13 37 0 0 0 0 127 12:45 251 1082 271 992 0 0 0 0 2074 01:00 17 11 0 0 13:00 268 265 0 0 01:15 12 4 0 0 13:15 223 273 0 0 01:30 7 6 0 0 13:30 254 247 0 0 01:45 7 43 8 29 0 0 0 0 71 13:45 239 983 263 1047 0 0 0 0 2030 02:00 15 5 0 0 14:00 262 243 0 0 02:15 8 4 0 0 14:15 258 224 0 0 02:30 4 6 0 0 14:30 365 250 0 0 02:45 6 32 7 22 0 0 0 0 53 14:45 307 1191 238 954 0 0 0 0 2145 03:00 7 7 0 0 15:00 306 228 0 0 03:15 8 9 0 0 15:15 317 218 0 0 03:30 5 11 0 0 15:30 426 233 0 0 03:45 9 28 24 51 0 0 0 0 79 15:45 376 1425 236 914 0 0 0 0 2339 04:00 15 16 0 0 16:00 451 235 0 0 04:15 11 29 0 0 16:15 438 251 0 0 04:30 7 61 0 0 16:30 501 249 0 0 04:45 10 42 116 221 0 0 0 0 263 16:45 511 1900 255 989 0 0 0 0 2889 05:00 14 57 0 0 17:00 615 213 0 0 05:15 17 94 0 0 17:15 565 244 0 0 05:30 29 144 0 0 17:30 453 221 0 0 05:45 31 90 297 591 0 0 0 0 681 17:45 481 2113 231 908 0 0 0 0 3021 06:00 51 154 0 0 18:00 390 190 0 0 06:15 52 194 0 0 18:15 349 148 0 0 06:30 70 279 0 0 18:30 278 129 0 0 06:45 85 257 420 1046 0 0 0 0 1303 18:45 216 1232 126 593 0 0 0 0 1824 07:00 84 329 0 0 19:00 207 104 0 0 07:15 127 429 0 0 19:15 178 125 0 0 07:30 138 481 0 0 19:30 162 111 0 0 07:45 158 506 695 1933 0 0 0 0 2439 19:45 141 688 105 444 0 0 0 0 1132 08:00 151 486 0 0 20:00 145 81 0 0 08:15 144 475 0 0 20:15 119 100 0 0 08:30 174 444 0 0 20:30 127 80 0 0 08:45 184 652 420 1825 0 0 0 0 2477 20:45 100 490 79 339 0 0 0 0 829 09:00 159 335 0 0 21:00 133 74 0 0 09:15 166 274 0 0 21:15 97 76 0 0 09:30 173 256 0 0 21:30 85 59 0 0 09:45 172 669 253 1117 0 0 0 0 1786 21:45 73 387 55 263 0 0 0 0 649 10:00 170 200 0 0 22:00 82 53 0 0 10:15 191 235 0 0 22:15 72 32 0 0 10:30 203 205 0 0 22:30 69 48 0 0 10:45 187 750 233 872 0 0 0 0 1622 22:45 69 291 37 169 0 0 0 0 460 11:00 222 190 0 0 23:00 56 30 0 0 11:15 228 194 0 0 23:15 54 20 0 0 11:30 269 218 0 0 23:30 41 22 0 0 11:45 294 1012 224 825 0 0 0 0 1837 23:45 38 187 11 83 0 0 0 0 270 Total Vol.4170 8566 12735 11966 7693 19658 NB SB Combined 16135 16258 32393 Split %32.7%67.3%39.3%60.9%39.1%60.7% Peak Hour 11:30 07:30 07:30 16:30 12:45 16:30 Volume 1144 2136 2726 2191 1055 3150P.H.F.0.89 0.77 0.80 0.89 0.97 0.95 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-007Project# El Camino Real btwn Jackspar Dr & College Blvd Tuesday, July 10, 2012 Wednesday, July 11, 2012 AM PM Daily Totals 2-DAY AVERAGE El Camino Real Between Jackspar Drive and College Boulevard Tuesday, July 10, 2012 End Time 10-Jul 1:00 AM 117 2:00 AM 65 3:00 AM 66 4:00 AM 84 5:00 AM 254 6:00 AM 680 7:00 AM 1,351 8:00 AM 2,407 9:00 AM 2,504 10:00 AM 1,784 11:00 AM 1,658 12:00 PM 1,885 1:00 PM 2,055 2:00 PM 1,963 3:00 PM 2,083 4:00 PM 2,219 5:00 PM 2,821 6:00 PM 2,941 7:00 PM 1,792 8:00 PM 1,145 9:00 PM 813 10:00 PM 599 11:00 PM 432 12:00 AM 266 Total 31984 0 500 1,000 1,500 2,000 2,500 3,000 3,500 Total Volume (Both Directions)24-Hour Volume Plot El Camino Real Between Jackspar Drive and College Boulevard Wednesday, July 11, 2012 End Time 11-Jul 1:00 AM 136 2:00 AM 77 3:00 AM 40 4:00 AM 74 5:00 AM 271 6:00 AM 682 7:00 AM 1,254 8:00 AM 2,470 9:00 AM 2,449 10:00 AM 1,788 11:00 AM 1,585 12:00 PM 1,789 1:00 PM 2,092 2:00 PM 2,097 3:00 PM 2,207 4:00 PM 2,458 5:00 PM 2,956 6:00 PM 3,100 7:00 PM 1,856 8:00 PM 1,118 9:00 PM 844 10:00 PM 699 11:00 PM 487 12:00 AM 273 Total 32802 0 500 1,000 1,500 2,000 2,500 3,000 3,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 27 17 12:00 286 300 00:15 25 11 12:15 260 276 00:30 17 7 12:30 262 234 00:45 16 85 13 48 133 12:45 276 1084 256 1066 2150 01:00 5 5 13:00 332 247 01:15 12 7 13:15 263 249 01:30 8 11 13:30 286 234 01:45 5 30 10 33 63 13:45 256 1137 246 976 2113 02:00 5 13 14:00 239 217 02:15 2 10 14:15 226 238 02:30 6 7 14:30 304 255 02:45 2 15 6 36 51 14:45 242 1011 237 947 1958 03:00 2 3 15:00 268 253 03:15 7 4 15:15 261 260 03:30 5 8 15:30 275 315 03:45 9 23 27 42 65 15:45 250 1054 289 1117 2171 04:00 10 12 16:00 293 319 04:15 16 12 16:15 298 274 04:30 25 38 16:30 337 367 04:45 52 103 52 114 217 16:45 310 1238 290 1250 2488 05:00 28 25 17:00 390 374 05:15 35 61 17:15 329 386 05:30 60 70 17:30 314 340 05:45 114 237 116 272 509 17:45 279 1312 293 1393 2705 06:00 80 82 18:00 253 257 06:15 101 114 18:15 201 240 06:30 122 150 18:30 182 179 06:45 145 448 258 604 1052 18:45 141 777 186 862 1639 07:00 166 196 19:00 135 169 07:15 242 250 19:15 152 157 07:30 253 263 19:30 121 122 07:45 283 944 325 1034 1978 19:45 147 555 124 572 1127 08:00 302 300 20:00 106 105 08:15 268 306 20:15 101 89 08:30 249 274 20:30 85 65 08:45 272 1091 292 1172 2263 20:45 92 384 86 345 729 09:00 230 220 21:00 116 71 09:15 221 229 21:15 69 58 09:30 248 238 21:30 65 50 09:45 227 926 236 923 1849 21:45 58 308 59 238 546 10:00 240 200 22:00 57 39 10:15 243 185 22:15 48 41 10:30 236 190 22:30 66 29 10:45 182 901 216 791 1692 22:45 50 221 35 144 365 11:00 192 207 23:00 36 19 11:15 229 232 23:15 42 25 11:30 220 280 23:30 29 20 11:45 222 863 286 1005 1868 23:45 16 123 22 86 209 Total Vol.5666 6074 11740 9204 8996 18200 NB SB EB WB Combined 14870 15070 29940 Split %48.3%51.7%39.2%50.6%49.4%60.8% Peak Hour 07:30 07:45 07:45 16:30 16:30 16:30 Volume 1106 1205 2307 1366 1417 2783P.H.F.0.92 0.93 0.95 0.88 0.92 0.91 Project#Tuesday, August 07, 2012 AM Daily Totals 12-1148-008 DAY 1 PM Prepared by: Field Data Services of Arizona (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 20 15 12:00 267 289 00:15 14 14 12:15 256 277 00:30 15 11 12:30 283 273 00:45 9 58 9 49 107 12:45 298 1104 273 1112 2216 01:00 9 10 13:00 316 294 01:15 12 10 13:15 243 291 01:30 7 8 13:30 264 219 01:45 5 33 10 38 71 13:45 268 1091 286 1090 2181 02:00 3 14 14:00 236 249 02:15 3 4 14:15 253 302 02:30 3 7 14:30 293 307 02:45 1 10 5 30 40 14:45 265 1047 299 1157 2204 03:00 7 3 15:00 278 292 03:15 8 3 15:15 241 290 03:30 6 10 15:30 268 336 03:45 11 32 12 28 60 15:45 264 1051 356 1274 2325 04:00 9 13 16:00 299 390 04:15 18 17 16:15 300 335 04:30 22 39 16:30 328 407 04:45 48 97 53 122 219 16:45 300 1227 413 1545 2772 05:00 31 33 17:00 406 475 05:15 32 45 17:15 307 406 05:30 67 71 17:30 326 383 05:45 117 247 128 277 524 17:45 251 1290 314 1578 2868 06:00 76 84 18:00 253 259 06:15 99 120 18:15 211 266 06:30 120 155 18:30 179 164 06:45 151 446 253 612 1058 18:45 172 815 166 855 1670 07:00 173 213 19:00 159 136 07:15 224 234 19:15 147 130 07:30 224 258 19:30 126 124 07:45 303 924 383 1088 2012 19:45 115 547 115 505 1052 08:00 292 301 20:00 131 97 08:15 294 269 20:15 113 83 08:30 245 276 20:30 120 71 08:45 293 1124 290 1136 2260 20:45 64 428 91 342 770 09:00 251 225 21:00 91 74 09:15 206 225 21:15 101 60 09:30 242 222 21:30 60 52 09:45 209 908 236 908 1816 21:45 61 313 48 234 547 10:00 196 171 22:00 61 43 10:15 179 208 22:15 64 57 10:30 197 200 22:30 54 44 10:45 222 794 248 827 1621 22:45 60 239 38 182 421 11:00 218 237 23:00 42 27 11:15 212 259 23:15 50 30 11:30 235 262 23:30 39 32 11:45 207 872 309 1067 1939 23:45 20 151 21 110 261 Total Vol.5545 6182 11727 9303 9984 19287 NB SB EB WB Combined 14848 16166 31014 Split %47.3%52.7%37.8%48.2%51.8%62.2% Peak Hour 07:45 07:45 07:45 16:30 16:30 16:30 Volume 1134 1229 2363 1341 1701 3042P.H.F.0.94 0.80 0.86 0.83 0.90 0.86 AM PM Project# El Camino Real btwn Faraday Ave & Palomar Airport Rd Wednesday, August 08, 2012 12-1148-008 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 24 16 0 0 12:00 277 295 0 0 00:15 20 13 0 0 12:15 258 277 0 0 00:30 16 9 0 0 12:30 273 254 0 0 00:45 13 72 11 49 0 0 0 0 120 12:45 287 1094 265 1089 0 0 0 0 2183 01:00 7 8 0 0 13:00 324 271 0 0 01:15 12 9 0 0 13:15 253 270 0 0 01:30 8 10 0 0 13:30 275 227 0 0 01:45 5 32 10 36 0 0 0 0 67 13:45 262 1114 266 1033 0 0 0 0 2147 02:00 4 14 0 0 14:00 238 233 0 0 02:15 3 7 0 0 14:15 240 270 0 0 02:30 5 7 0 0 14:30 299 281 0 0 02:45 2 13 6 33 0 0 0 0 46 14:45 254 1029 268 1052 0 0 0 0 2081 03:00 5 3 0 0 15:00 273 273 0 0 03:15 8 4 0 0 15:15 251 275 0 0 03:30 6 9 0 0 15:30 272 326 0 0 03:45 10 28 20 35 0 0 0 0 63 15:45 257 1053 323 1196 0 0 0 0 2248 04:00 10 13 0 0 16:00 296 355 0 0 04:15 17 15 0 0 16:15 299 305 0 0 04:30 24 39 0 0 16:30 333 387 0 0 04:45 50 100 53 118 0 0 0 0 218 16:45 305 1233 352 1398 0 0 0 0 2630 05:00 30 29 0 0 17:00 398 425 0 0 05:15 34 53 0 0 17:15 318 396 0 0 05:30 64 71 0 0 17:30 320 362 0 0 05:45 116 242 122 275 0 0 0 0 517 17:45 265 1301 304 1486 0 0 0 0 2787 06:00 78 83 0 0 18:00 253 258 0 0 06:15 100 117 0 0 18:15 206 253 0 0 06:30 121 153 0 0 18:30 181 172 0 0 06:45 148 447 256 608 0 0 0 0 1055 18:45 157 796 176 859 0 0 0 0 1655 07:00 170 205 0 0 19:00 147 153 0 0 07:15 233 242 0 0 19:15 150 144 0 0 07:30 239 261 0 0 19:30 124 123 0 0 07:45 293 934 354 1061 0 0 0 0 1995 19:45 131 551 120 539 0 0 0 0 1090 08:00 297 301 0 0 20:00 119 101 0 0 08:15 281 288 0 0 20:15 107 86 0 0 08:30 247 275 0 0 20:30 103 68 0 0 08:45 283 1108 291 1154 0 0 0 0 2262 20:45 78 406 89 344 0 0 0 0 750 09:00 241 223 0 0 21:00 104 73 0 0 09:15 214 227 0 0 21:15 85 59 0 0 09:30 245 230 0 0 21:30 63 51 0 0 09:45 218 917 236 916 0 0 0 0 1833 21:45 60 311 54 236 0 0 0 0 547 10:00 218 186 0 0 22:00 59 41 0 0 10:15 211 197 0 0 22:15 56 49 0 0 10:30 217 195 0 0 22:30 60 37 0 0 10:45 202 848 232 809 0 0 0 0 1657 22:45 55 230 37 163 0 0 0 0 393 11:00 205 222 0 0 23:00 39 23 0 0 11:15 221 246 0 0 23:15 46 28 0 0 11:30 228 271 0 0 23:30 34 26 0 0 11:45 215 868 298 1036 0 0 0 0 1904 23:45 18 137 22 98 0 0 0 0 235 Total Vol.5606 6128 11734 9254 9490 18744 NB SB Combined 14859 15618 30477 Split %47.8%52.2%38.5%49.4%50.6%61.5% Peak Hour 07:45 07:45 07:45 16:30 16:30 16:30 Volume 1118 1217 2335 1354 1559 2913P.H.F.0.94 0.86 0.90 0.85 0.92 0.89 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-008Project# El Camino Real btwn Faraday Ave & Palomar Airport Rd Tuesday, August 07, 2012 Wednesday, August 08, 2012 El Camino Real Between Faraday Avenue to Palomar Airport Road Tuesday, August 7, 2012 End Time 7-Aug 1:00 AM 133 2:00 AM 63 3:00 AM 51 4:00 AM 65 5:00 AM 217 6:00 AM 509 7:00 AM 1,052 8:00 AM 1,978 9:00 AM 2,263 10:00 AM 1,849 11:00 AM 1,692 12:00 PM 1,868 1:00 PM 2,150 2:00 PM 2,113 3:00 PM 1,958 4:00 PM 2,171 5:00 PM 2,488 6:00 PM 2,705 7:00 PM 1,639 8:00 PM 1,127 9:00 PM 729 10:00 PM 546 11:00 PM 365 12:00 AM 209 Total 29940 0 500 1,000 1,500 2,000 2,500 3,000 Total Volume (Both Directions)24-Hour Volume Plot El Camino Real Between Faraday Avenue to Palomar Airport Road Wednesday, August 8, 2012 End Time 8-Aug 1:00 AM 107 2:00 AM 71 3:00 AM 40 4:00 AM 60 5:00 AM 219 6:00 AM 524 7:00 AM 1,058 8:00 AM 2,012 9:00 AM 2,260 10:00 AM 1,816 11:00 AM 1,621 12:00 PM 1,939 1:00 PM 2,216 2:00 PM 2,181 3:00 PM 2,204 4:00 PM 2,325 5:00 PM 2,772 6:00 PM 2,868 7:00 PM 1,670 8:00 PM 1,052 9:00 PM 770 10:00 PM 547 11:00 PM 421 12:00 AM 261 Total 31014 0 500 1,000 1,500 2,000 2,500 3,000 3,500 Total Volume (Both Directions)24-Hour Volume Plots CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 32 27 12:00 356 504 00:15 31 13 12:15 395 486 00:30 23 12 12:30 373 431 00:45 12 98 16 68 166 12:45 432 1556 427 1848 3404 01:00 19 11 13:00 343 375 01:15 12 11 13:15 475 430 01:30 13 15 13:30 394 393 01:45 6 50 7 44 94 13:45 429 1641 379 1577 3218 02:00 4 11 14:00 365 377 02:15 8 2 14:15 436 403 02:30 7 10 14:30 371 408 02:45 11 30 11 34 64 14:45 457 1629 428 1616 3245 03:00 3 10 15:00 412 411 03:15 7 13 15:15 467 481 03:30 7 9 15:30 408 442 03:45 6 23 22 54 77 15:45 484 1771 491 1825 3596 04:00 10 12 16:00 494 434 04:15 7 14 16:15 493 496 04:30 27 33 16:30 469 494 04:45 24 68 54 113 181 16:45 468 1924 539 1963 3887 05:00 34 56 17:00 542 572 05:15 45 75 17:15 514 614 05:30 57 113 17:30 486 604 05:45 77 213 159 403 616 17:45 526 2068 493 2283 4351 06:00 67 164 18:00 470 458 06:15 122 188 18:15 400 387 06:30 130 288 18:30 414 379 06:45 198 517 329 969 1486 18:45 457 1741 357 1581 3322 07:00 218 327 19:00 361 318 07:15 270 381 19:15 358 262 07:30 305 437 19:30 294 222 07:45 429 1222 472 1617 2839 19:45 293 1306 201 1003 2309 08:00 349 442 20:00 247 193 08:15 347 524 20:15 270 167 08:30 342 471 20:30 245 137 08:45 436 1474 513 1950 3424 20:45 217 979 141 638 1617 09:00 344 424 21:00 283 132 09:15 349 390 21:15 171 123 09:30 306 399 21:30 191 116 09:45 360 1359 518 1731 3090 21:45 202 847 83 454 1301 10:00 283 413 22:00 141 97 10:15 295 499 22:15 147 73 10:30 264 490 22:30 119 61 10:45 328 1170 491 1893 3063 22:45 107 514 74 305 819 11:00 281 514 23:00 107 52 11:15 363 540 23:15 82 46 11:30 313 493 23:30 72 31 11:45 342 1299 484 2031 3330 23:45 46 307 34 163 470 Total Vol.7523 10907 18430 16283 15256 31539 NB SB EB WB Combined 23806 26163 49969 Split %40.8%59.2%36.9%51.6%48.4%63.1% Peak Hour 08:00 10:45 08:00 17:00 16:45 17:00 Volume 1474 2038 3424 2068 2329 4351P.H.F.0.85 0.94 0.90 0.95 0.95 0.96 Project#Tuesday, July 17, 2012 AM Daily Totals 12-1148-009 DAY 1 PM Prepared by: Field Data Services of Arizona (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 30 19 12:00 364 432 00:15 26 19 12:15 401 507 00:30 29 16 12:30 350 463 00:45 28 113 12 66 179 12:45 466 1581 469 1871 3452 01:00 29 11 13:00 406 386 01:15 17 10 13:15 402 451 01:30 10 13 13:30 371 401 01:45 6 62 8 42 104 13:45 401 1580 416 1654 3234 02:00 8 10 14:00 369 391 02:15 14 8 14:15 431 408 02:30 15 14 14:30 383 389 02:45 7 44 11 43 87 14:45 349 1532 448 1636 3168 03:00 2 11 15:00 414 427 03:15 6 5 15:15 409 400 03:30 5 9 15:30 408 426 03:45 6 19 22 47 66 15:45 460 1691 468 1721 3412 04:00 9 10 16:00 438 450 04:15 14 18 16:15 465 521 04:30 25 32 16:30 420 481 04:45 28 76 46 106 182 16:45 530 1853 447 1899 3752 05:00 25 55 17:00 496 544 05:15 26 65 17:15 507 592 05:30 48 100 17:30 546 579 05:45 76 175 142 362 537 17:45 470 2019 397 2112 4131 06:00 86 176 18:00 558 446 06:15 111 232 18:15 447 443 06:30 116 293 18:30 452 362 06:45 205 518 293 994 1512 18:45 438 1895 332 1583 3478 07:00 233 347 19:00 375 256 07:15 246 369 19:15 332 264 07:30 309 442 19:30 278 226 07:45 411 1199 473 1631 2830 19:45 289 1274 224 970 2244 08:00 339 527 20:00 298 187 08:15 363 466 20:15 289 180 08:30 373 498 20:30 264 175 08:45 418 1493 476 1967 3460 20:45 251 1102 182 724 1826 09:00 349 453 21:00 235 144 09:15 349 404 21:15 197 121 09:30 308 453 21:30 176 104 09:45 355 1361 481 1791 3152 21:45 165 773 97 466 1239 10:00 292 379 22:00 139 97 10:15 345 439 22:15 133 96 10:30 339 386 22:30 140 81 10:45 340 1316 451 1655 2971 22:45 116 528 64 338 866 11:00 310 446 23:00 100 56 11:15 345 483 23:15 69 46 11:30 339 481 23:30 58 28 11:45 358 1352 458 1868 3220 23:45 57 284 35 165 449 Total Vol.7728 10572 18300 16112 15139 31251 NB SB EB WB Combined 23840 25711 49551 Split %42.2%57.8%36.9%51.6%48.4%63.1% Peak Hour 08:15 08:00 08:00 17:15 16:45 16:45 Volume 1503 1967 3460 2081 2162 4241P.H.F.0.90 0.93 0.97 0.93 0.91 0.94 AM PM Project# El Camino Real btwn Arenal Rd & Costa Del Mar Rd Wednesday, July 18, 2012 12-1148-009 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 31 23 0 0 12:00 360 468 0 0 00:15 29 16 0 0 12:15 398 497 0 0 00:30 26 14 0 0 12:30 362 447 0 0 00:45 20 106 14 67 0 0 0 0 173 12:45 449 1569 448 1860 0 0 0 0 3428 01:00 24 11 0 0 13:00 375 381 0 0 01:15 15 11 0 0 13:15 439 441 0 0 01:30 12 14 0 0 13:30 383 397 0 0 01:45 6 56 8 43 0 0 0 0 99 13:45 415 1611 398 1616 0 0 0 0 3226 02:00 6 11 0 0 14:00 367 384 0 0 02:15 11 5 0 0 14:15 434 406 0 0 02:30 11 12 0 0 14:30 377 399 0 0 02:45 9 37 11 39 0 0 0 0 76 14:45 403 1581 438 1626 0 0 0 0 3207 03:00 3 11 0 0 15:00 413 419 0 0 03:15 7 9 0 0 15:15 438 441 0 0 03:30 6 9 0 0 15:30 408 434 0 0 03:45 6 21 22 51 0 0 0 0 72 15:45 472 1731 480 1773 0 0 0 0 3504 04:00 10 11 0 0 16:00 466 442 0 0 04:15 11 16 0 0 16:15 479 509 0 0 04:30 26 33 0 0 16:30 445 488 0 0 04:45 26 72 50 110 0 0 0 0 182 16:45 499 1889 493 1931 0 0 0 0 3820 05:00 30 56 0 0 17:00 519 558 0 0 05:15 36 70 0 0 17:15 511 603 0 0 05:30 53 107 0 0 17:30 516 592 0 0 05:45 77 194 151 383 0 0 0 0 577 17:45 498 2044 445 2198 0 0 0 0 4241 06:00 77 170 0 0 18:00 514 452 0 0 06:15 117 210 0 0 18:15 424 415 0 0 06:30 123 291 0 0 18:30 433 371 0 0 06:45 202 518 311 982 0 0 0 0 1499 18:45 448 1818 345 1582 0 0 0 0 3400 07:00 226 337 0 0 19:00 368 287 0 0 07:15 258 375 0 0 19:15 345 263 0 0 07:30 307 440 0 0 19:30 286 224 0 0 07:45 420 1211 473 1624 0 0 0 0 2835 19:45 291 1290 213 987 0 0 0 0 2277 08:00 344 485 0 0 20:00 273 190 0 0 08:15 355 495 0 0 20:15 280 174 0 0 08:30 358 485 0 0 20:30 255 156 0 0 08:45 427 1484 495 1959 0 0 0 0 3442 20:45 234 1041 162 681 0 0 0 0 1722 09:00 347 439 0 0 21:00 259 138 0 0 09:15 349 397 0 0 21:15 184 122 0 0 09:30 307 426 0 0 21:30 184 110 0 0 09:45 358 1360 500 1761 0 0 0 0 3121 21:45 184 810 90 460 0 0 0 0 1270 10:00 288 396 0 0 22:00 140 97 0 0 10:15 320 469 0 0 22:15 140 85 0 0 10:30 302 438 0 0 22:30 130 71 0 0 10:45 334 1243 471 1774 0 0 0 0 3017 22:45 112 521 69 322 0 0 0 0 843 11:00 296 480 0 0 23:00 104 54 0 0 11:15 354 512 0 0 23:15 76 46 0 0 11:30 326 487 0 0 23:30 65 30 0 0 11:45 350 1326 471 1950 0 0 0 0 3275 23:45 52 296 35 164 0 0 0 0 460 Total Vol.7626 10740 18365 16198 15198 31395 NB SB Combined 23823 25937 49760 Split %41.5%58.5%36.9%51.6%48.4%63.1% Peak Hour 08:15 08:00 08:00 16:45 16:45 16:45 Volume 1486 1959 3442 2045 2246 4290P.H.F.0.87 0.99 0.93 0.98 0.93 0.96 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-009Project# El Camino Real btwn Arenal Rd & Costa Del Mar Rd Tuesday, July 17, 2012 Wednesday, July 18, 2012 El Camino Real Between Arenal Road and Costa Del Mar Road Tuesday, July 17, 2012 End Time 17-Jul 1:00 AM 166 2:00 AM 94 3:00 AM 64 4:00 AM 77 5:00 AM 181 6:00 AM 616 7:00 AM 1,486 8:00 AM 2,839 9:00 AM 3,424 10:00 AM 3,090 11:00 AM 3,063 12:00 PM 3,330 1:00 PM 3,404 2:00 PM 3,218 3:00 PM 3,245 4:00 PM 3,596 5:00 PM 3,887 6:00 PM 4,351 7:00 PM 3,322 8:00 PM 2,309 9:00 PM 1,617 10:00 PM 1,301 11:00 PM 819 12:00 AM 470 Total 49969 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 Total Volume (Both Directions)24-Hour Volume Plot El Camino Real Between Arenal Road and Costa Del Mar Road Wednesday, July 18, 2012 End Time 18-Jul 1:00 AM 179 2:00 AM 104 3:00 AM 87 4:00 AM 66 5:00 AM 182 6:00 AM 537 7:00 AM 1,512 8:00 AM 2,830 9:00 AM 3,460 10:00 AM 3,152 11:00 AM 2,971 12:00 PM 3,220 1:00 PM 3,452 2:00 PM 3,234 3:00 PM 3,168 4:00 PM 3,412 5:00 PM 3,752 6:00 PM 4,131 7:00 PM 3,478 8:00 PM 2,244 9:00 PM 1,826 10:00 PM 1,239 11:00 PM 866 12:00 AM 449 Total 49551 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 15 18 12:00 314 412 00:15 15 10 12:15 314 416 00:30 15 13 12:30 319 378 00:45 5 50 6 47 97 12:45 333 1280 332 1538 2818 01:00 11 8 13:00 295 300 01:15 7 6 13:15 322 281 01:30 8 7 13:30 317 321 01:45 4 30 5 26 56 13:45 336 1270 289 1191 2461 02:00 1 10 14:00 339 317 02:15 8 2 14:15 283 305 02:30 5 5 14:30 297 269 02:45 3 17 9 26 43 14:45 335 1254 295 1186 2440 03:00 2 3 15:00 318 317 03:15 2 4 15:15 323 308 03:30 3 8 15:30 329 291 03:45 5 12 9 24 36 15:45 353 1323 376 1292 2615 04:00 7 8 16:00 377 284 04:15 9 4 16:15 373 417 04:30 15 15 16:30 360 360 04:45 7 38 34 61 99 16:45 343 1453 359 1420 2873 05:00 20 18 17:00 355 351 05:15 19 18 17:15 416 426 05:30 28 37 17:30 343 420 05:45 41 108 74 147 255 17:45 396 1510 365 1562 3072 06:00 33 71 18:00 294 316 06:15 56 78 18:15 303 263 06:30 78 139 18:30 281 275 06:45 103 270 183 471 741 18:45 300 1178 266 1120 2298 07:00 118 181 19:00 283 203 07:15 116 211 19:15 213 196 07:30 179 292 19:30 224 170 07:45 205 618 328 1012 1630 19:45 199 919 154 723 1642 08:00 176 403 20:00 177 153 08:15 214 431 20:15 164 142 08:30 221 419 20:30 168 107 08:45 223 834 458 1711 2545 20:45 173 682 99 501 1183 09:00 222 363 21:00 152 120 09:15 237 326 21:15 107 80 09:30 228 338 21:30 102 90 09:45 228 915 461 1488 2403 21:45 96 457 75 365 822 10:00 216 392 22:00 94 79 10:15 239 416 22:15 78 40 10:30 222 471 22:30 63 50 10:45 234 911 401 1680 2591 22:45 50 285 51 220 505 11:00 241 409 23:00 46 42 11:15 277 410 23:15 31 29 11:30 258 422 23:30 35 13 11:45 269 1045 467 1708 2753 23:45 15 127 22 106 233 Total Vol.4848 8401 13249 11738 11224 22962 NB SB EB WB Combined 16586 19625 36211 Split %36.6%63.4%36.6%51.1%48.9%63.4% Peak Hour 11:45 09:45 11:45 17:00 17:00 17:00 Volume 1216 1740 2889 1510 1562 3072P.H.F.0.95 0.92 0.98 0.91 0.92 0.91 Prepared by: Field Data Services of Arizona (520) 316-6745 El Camino Real btwn Levante St & Calle Barcelona PM Project#Tuesday, July 17, 2012 AM Daily Totals 12-1148-010 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 18 12:00 323 354 00:15 12 12 12:15 303 362 00:30 17 11 12:30 281 399 00:45 6 49 6 47 96 12:45 344 1251 367 1482 2733 01:00 13 8 13:00 310 355 01:15 7 7 13:15 306 397 01:30 5 6 13:30 314 374 01:45 4 29 6 27 56 13:45 314 1244 352 1478 2722 02:00 6 4 14:00 318 362 02:15 7 8 14:15 308 329 02:30 8 6 14:30 316 329 02:45 1 22 10 28 50 14:45 279 1221 335 1355 2576 03:00 4 5 15:00 293 301 03:15 4 5 15:15 333 290 03:30 6 3 15:30 302 323 03:45 1 15 13 26 41 15:45 344 1272 358 1272 2544 04:00 7 7 16:00 364 297 04:15 10 6 16:15 332 406 04:30 12 9 16:30 366 294 04:45 10 39 20 42 81 16:45 340 1402 372 1369 2771 05:00 17 25 17:00 390 352 05:15 22 16 17:15 418 388 05:30 28 31 17:30 397 399 05:45 23 90 70 142 232 17:45 452 1657 375 1514 3171 06:00 47 68 18:00 364 282 06:15 51 73 18:15 321 322 06:30 63 132 18:30 298 249 06:45 106 267 165 438 705 18:45 295 1278 237 1090 2368 07:00 98 167 19:00 244 184 07:15 115 195 19:15 254 172 07:30 179 298 19:30 218 176 07:45 218 610 356 1016 1626 19:45 191 907 176 708 1615 08:00 196 381 20:00 225 137 08:15 211 410 20:15 201 135 08:30 192 362 20:30 178 146 08:45 283 882 485 1638 2520 20:45 166 770 126 544 1314 09:00 215 370 21:00 174 114 09:15 216 304 21:15 134 118 09:30 213 307 21:30 109 78 09:45 224 868 334 1315 2183 21:45 84 501 70 380 881 10:00 255 282 22:00 103 68 10:15 226 309 22:15 63 64 10:30 288 297 22:30 55 61 10:45 233 1002 308 1196 2198 22:45 63 284 39 232 516 11:00 283 338 23:00 43 29 11:15 248 374 23:15 28 39 11:30 277 379 23:30 33 18 11:45 285 1093 355 1446 2539 23:45 29 133 25 111 244 Total Vol.4966 7361 12327 11920 11535 23455 NB SB EB WB Combined 16886 18896 35782 Split %40.3%59.7%34.5%50.8%49.2%65.5% Peak Hour 11:45 08:00 11:45 17:00 12:30 17:00 Volume 1192 1638 2662 1657 1518 3171P.H.F.0.92 0.84 0.98 0.92 0.95 0.96 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# El Camino Real btwn Levante St & Calle Barcelona Wednesday, July 18, 2012 12-1148-010 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 18 0 0 12:00 319 383 0 0 00:15 14 11 0 0 12:15 309 389 0 0 00:30 16 12 0 0 12:30 300 389 0 0 00:45 6 50 6 47 0 0 0 0 97 12:45 339 1266 350 1510 0 0 0 0 2776 01:00 12 8 0 0 13:00 303 328 0 0 01:15 7 7 0 0 13:15 314 339 0 0 01:30 7 7 0 0 13:30 316 348 0 0 01:45 4 30 6 27 0 0 0 0 56 13:45 325 1257 321 1335 0 0 0 0 2592 02:00 4 7 0 0 14:00 329 340 0 0 02:15 8 5 0 0 14:15 296 317 0 0 02:30 7 6 0 0 14:30 307 299 0 0 02:45 2 20 10 27 0 0 0 0 47 14:45 307 1238 315 1271 0 0 0 0 2508 03:00 3 4 0 0 15:00 306 309 0 0 03:15 3 5 0 0 15:15 328 299 0 0 03:30 5 6 0 0 15:30 316 307 0 0 03:45 3 14 11 25 0 0 0 0 39 15:45 349 1298 367 1282 0 0 0 0 2580 04:00 7 8 0 0 16:00 371 291 0 0 04:15 10 5 0 0 16:15 353 412 0 0 04:30 14 12 0 0 16:30 363 327 0 0 04:45 9 39 27 52 0 0 0 0 90 16:45 342 1428 366 1395 0 0 0 0 2822 05:00 19 22 0 0 17:00 373 352 0 0 05:15 21 17 0 0 17:15 417 407 0 0 05:30 28 34 0 0 17:30 370 410 0 0 05:45 32 99 72 145 0 0 0 0 244 17:45 424 1584 370 1538 0 0 0 0 3122 06:00 40 70 0 0 18:00 329 299 0 0 06:15 54 76 0 0 18:15 312 293 0 0 06:30 71 136 0 0 18:30 290 262 0 0 06:45 105 269 174 455 0 0 0 0 723 18:45 298 1228 252 1105 0 0 0 0 2333 07:00 108 174 0 0 19:00 264 194 0 0 07:15 116 203 0 0 19:15 234 184 0 0 07:30 179 295 0 0 19:30 221 173 0 0 07:45 212 614 342 1014 0 0 0 0 1628 19:45 195 913 165 716 0 0 0 0 1629 08:00 186 392 0 0 20:00 201 145 0 0 08:15 213 421 0 0 20:15 183 139 0 0 08:30 207 391 0 0 20:30 173 127 0 0 08:45 253 858 472 1675 0 0 0 0 2533 20:45 170 726 113 523 0 0 0 0 1249 09:00 219 367 0 0 21:00 163 117 0 0 09:15 227 315 0 0 21:15 121 99 0 0 09:30 221 323 0 0 21:30 106 84 0 0 09:45 226 892 398 1402 0 0 0 0 2293 21:45 90 479 73 373 0 0 0 0 852 10:00 236 337 0 0 22:00 99 74 0 0 10:15 233 363 0 0 22:15 71 52 0 0 10:30 255 384 0 0 22:30 59 56 0 0 10:45 234 957 355 1438 0 0 0 0 2395 22:45 57 285 45 226 0 0 0 0 511 11:00 262 374 0 0 23:00 45 36 0 0 11:15 263 392 0 0 23:15 30 34 0 0 11:30 268 401 0 0 23:30 34 16 0 0 11:45 277 1069 411 1577 0 0 0 0 2646 23:45 22 130 24 109 0 0 0 0 239 Total Vol.4907 7881 12788 11829 11380 23209 NB SB Combined 16736 19261 35997 Split %38.4%61.6%35.5%51.0%49.0%64.5% Peak Hour 11:45 08:00 11:45 17:00 17:00 17:00 Volume 1204 1675 2776 1584 1538 3122P.H.F.0.95 0.89 0.99 0.93 0.94 0.95 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-010Project# El Camino Real btwn Levante St & Calle Barcelona Tuesday, July 17, 2012 Wednesday, July 18, 2012 AM PM Daily Totals 2-DAY AVERAGE El Camino Real Between Levante Street and Calle Barcelona Tuesday, July 17, 2012 End Time 17-Jul 1:00 AM 97 2:00 AM 56 3:00 AM 43 4:00 AM 36 5:00 AM 99 6:00 AM 255 7:00 AM 741 8:00 AM 1,630 9:00 AM 2,545 10:00 AM 2,403 11:00 AM 2,591 12:00 PM 2,753 1:00 PM 2,818 2:00 PM 2,461 3:00 PM 2,440 4:00 PM 2,615 5:00 PM 2,873 6:00 PM 3,072 7:00 PM 2,298 8:00 PM 1,642 9:00 PM 1,183 10:00 PM 822 11:00 PM 505 12:00 AM 233 Total 36211 0 500 1,000 1,500 2,000 2,500 3,000 3,500 Total Volume (Both DirectionsEnd Time 24-Hour Volume Plot El Camino Real Between Levante Street and Calle Barcelona Wednesday, July 18, 2012 End Time 18-Jul 1:00 AM 96 2:00 AM 56 3:00 AM 50 4:00 AM 41 5:00 AM 81 6:00 AM 232 7:00 AM 705 8:00 AM 1,626 9:00 AM 2,520 10:00 AM 2,183 11:00 AM 2,198 12:00 PM 2,539 1:00 PM 2,733 2:00 PM 2,722 3:00 PM 2,576 4:00 PM 2,544 5:00 PM 2,771 6:00 PM 3,171 7:00 PM 2,368 8:00 PM 1,615 9:00 PM 1,314 10:00 PM 881 11:00 PM 516 12:00 AM 244 Total 35782 0 500 1,000 1,500 2,000 2,500 3,000 3,500 Total Volume (Both Directions24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 28 10 12:00 201 199 00:15 23 11 12:15 207 237 00:30 6 10 12:30 166 228 00:45 7 64 9 40 104 12:45 208 782 206 870 1652 01:00 11 3 13:00 174 207 01:15 14 9 13:15 201 210 01:30 9 7 13:30 177 179 01:45 6 40 9 28 68 13:45 177 729 200 796 1525 02:00 5 3 14:00 193 195 02:15 3 2 14:15 194 187 02:30 5 6 14:30 217 210 02:45 5 18 11 22 40 14:45 215 819 192 784 1603 03:00 4 8 15:00 217 187 03:15 7 5 15:15 214 181 03:30 4 11 15:30 255 201 03:45 9 24 18 42 66 15:45 190 876 189 758 1634 04:00 11 15 16:00 284 201 04:15 0 18 16:15 235 209 04:30 9 54 16:30 272 266 04:45 10 30 59 146 176 16:45 274 1065 243 919 1984 05:00 17 49 17:00 281 277 05:15 24 69 17:15 346 309 05:30 47 125 17:30 269 232 05:45 75 163 162 405 568 17:45 293 1189 217 1035 2224 06:00 43 104 18:00 202 193 06:15 60 175 18:15 217 225 06:30 85 236 18:30 199 155 06:45 113 301 300 815 1116 18:45 195 813 142 715 1528 07:00 147 252 19:00 160 103 07:15 165 301 19:15 157 117 07:30 174 320 19:30 123 92 07:45 258 744 331 1204 1948 19:45 161 601 88 400 1001 08:00 228 306 20:00 103 91 08:15 199 309 20:15 138 104 08:30 183 270 20:30 98 65 08:45 166 776 253 1138 1914 20:45 122 461 71 331 792 09:00 142 210 21:00 120 48 09:15 161 206 21:15 87 57 09:30 141 241 21:30 82 45 09:45 146 590 220 877 1467 21:45 64 353 63 213 566 10:00 152 208 22:00 78 37 10:15 137 183 22:15 75 41 10:30 123 207 22:30 51 22 10:45 165 577 196 794 1371 22:45 77 281 23 123 404 11:00 136 179 23:00 54 31 11:15 147 184 23:15 53 23 11:30 146 212 23:30 43 19 11:45 167 596 216 791 1387 23:45 33 183 12 85 268 Total Vol.3923 6302 10225 8152 7029 15181 NB SB EB WB Combined 12075 13331 25406 Split %38.4%61.6%40.2%53.7%46.3%59.8% Peak Hour 07:45 07:30 07:30 17:00 16:30 16:30 Volume 868 1266 2125 1189 1095 2268P.H.F.0.84 0.96 0.90 0.86 0.89 0.87 Project#Tuesday, July 17, 2012 AM Daily Totals 12-1148-011 DAY 1 PM Prepared by: Field Data Services of Arizona (520) 316-6745 Melrose Dr btwn Lionshead Ave & Palomar Airport Rd Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 13 12:00 183 212 00:15 24 15 12:15 191 214 00:30 11 9 12:30 196 225 00:45 11 74 7 44 118 12:45 201 771 179 830 1601 01:00 9 9 13:00 185 199 01:15 16 8 13:15 201 207 01:30 6 5 13:30 182 186 01:45 2 33 2 24 57 13:45 177 745 195 787 1532 02:00 10 8 14:00 193 161 02:15 7 6 14:15 173 210 02:30 8 3 14:30 188 237 02:45 10 35 7 24 59 14:45 234 788 196 804 1592 03:00 3 2 15:00 192 193 03:15 4 6 15:15 197 156 03:30 5 8 15:30 249 188 03:45 6 18 18 34 52 15:45 240 878 219 756 1634 04:00 8 9 16:00 263 204 04:15 7 26 16:15 268 205 04:30 14 41 16:30 278 263 04:45 14 43 58 134 177 16:45 278 1087 252 924 2011 05:00 23 53 17:00 264 268 05:15 28 74 17:15 310 273 05:30 49 109 17:30 269 265 05:45 87 187 167 403 590 17:45 302 1145 206 1012 2157 06:00 67 109 18:00 224 231 06:15 61 191 18:15 229 153 06:30 74 218 18:30 201 205 06:45 109 311 307 825 1136 18:45 175 829 159 748 1577 07:00 141 275 19:00 169 113 07:15 163 293 19:15 165 97 07:30 190 329 19:30 122 103 07:45 218 712 343 1240 1952 19:45 121 577 73 386 963 08:00 227 335 20:00 123 67 08:15 204 308 20:15 149 57 08:30 174 295 20:30 112 68 08:45 182 787 288 1226 2013 20:45 121 505 85 277 782 09:00 153 222 21:00 101 58 09:15 139 190 21:15 111 70 09:30 156 226 21:30 85 49 09:45 144 592 191 829 1421 21:45 92 389 48 225 614 10:00 123 202 22:00 84 46 10:15 128 209 22:15 58 40 10:30 105 179 22:30 62 16 10:45 155 511 170 760 1271 22:45 61 265 34 136 401 11:00 149 165 23:00 61 24 11:15 142 195 23:15 63 24 11:30 154 213 23:30 35 25 11:45 150 595 215 788 1383 23:45 31 190 12 85 275 Total Vol.3898 6331 10229 8169 6970 15139 NB SB EB WB Combined 12067 13301 25368 Split %38.1%61.9%40.3%54.0%46.0%59.7% Peak Hour 07:30 07:30 07:30 17:00 16:45 16:30 Volume 839 1315 2154 1145 1058 2186P.H.F.0.92 0.96 0.96 0.92 0.97 0.94 AM PM Project# Melrose Dr btwn Lionshead Ave & Palomar Airport Rd Wednesday, July 18, 2012 12-1148-011 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 12 0 0 12:00 192 206 0 0 00:15 24 13 0 0 12:15 199 226 0 0 00:30 9 10 0 0 12:30 181 227 0 0 00:45 9 69 8 42 0 0 0 0 111 12:45 205 777 193 850 0 0 0 0 1627 01:00 10 6 0 0 13:00 180 203 0 0 01:15 15 9 0 0 13:15 201 209 0 0 01:30 8 6 0 0 13:30 180 183 0 0 01:45 4 37 6 26 0 0 0 0 63 13:45 177 737 198 792 0 0 0 0 1529 02:00 8 6 0 0 14:00 193 178 0 0 02:15 5 4 0 0 14:15 184 199 0 0 02:30 7 5 0 0 14:30 203 224 0 0 02:45 8 27 9 23 0 0 0 0 50 14:45 225 804 194 794 0 0 0 0 1598 03:00 4 5 0 0 15:00 205 190 0 0 03:15 6 6 0 0 15:15 206 169 0 0 03:30 5 10 0 0 15:30 252 195 0 0 03:45 8 21 18 38 0 0 0 0 59 15:45 215 877 204 757 0 0 0 0 1634 04:00 10 12 0 0 16:00 274 203 0 0 04:15 4 22 0 0 16:15 252 207 0 0 04:30 12 48 0 0 16:30 275 265 0 0 04:45 12 37 59 140 0 0 0 0 177 16:45 276 1076 248 922 0 0 0 0 1998 05:00 20 51 0 0 17:00 273 273 0 0 05:15 26 72 0 0 17:15 328 291 0 0 05:30 48 117 0 0 17:30 269 249 0 0 05:45 81 175 165 404 0 0 0 0 579 17:45 298 1167 212 1024 0 0 0 0 2191 06:00 55 107 0 0 18:00 213 212 0 0 06:15 61 183 0 0 18:15 223 189 0 0 06:30 80 227 0 0 18:30 200 180 0 0 06:45 111 306 304 820 0 0 0 0 1126 18:45 185 821 151 732 0 0 0 0 1553 07:00 144 264 0 0 19:00 165 108 0 0 07:15 164 297 0 0 19:15 161 107 0 0 07:30 182 325 0 0 19:30 123 98 0 0 07:45 238 728 337 1222 0 0 0 0 1950 19:45 141 589 81 393 0 0 0 0 982 08:00 228 321 0 0 20:00 113 79 0 0 08:15 202 309 0 0 20:15 144 81 0 0 08:30 179 283 0 0 20:30 105 67 0 0 08:45 174 782 271 1182 0 0 0 0 1964 20:45 122 483 78 304 0 0 0 0 787 09:00 148 216 0 0 21:00 111 53 0 0 09:15 150 198 0 0 21:15 99 64 0 0 09:30 149 234 0 0 21:30 84 47 0 0 09:45 145 591 206 853 0 0 0 0 1444 21:45 78 371 56 219 0 0 0 0 590 10:00 138 205 0 0 22:00 81 42 0 0 10:15 133 196 0 0 22:15 67 41 0 0 10:30 114 193 0 0 22:30 57 19 0 0 10:45 160 544 183 777 0 0 0 0 1321 22:45 69 273 29 130 0 0 0 0 403 11:00 143 172 0 0 23:00 58 28 0 0 11:15 145 190 0 0 23:15 58 24 0 0 11:30 150 213 0 0 23:30 39 22 0 0 11:45 159 596 216 790 0 0 0 0 1385 23:45 32 187 12 85 0 0 0 0 272 Total Vol.3911 6317 10227 8161 7000 15160 NB SB Combined 12071 13316 25387 Split %38.2%61.8%40.3%53.8%46.2%59.7% Peak Hour 07:30 07:30 07:30 17:00 16:30 16:30 Volume 849 1291 2140 1167 1076 2227P.H.F.0.89 0.96 0.93 0.89 0.92 0.90 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-011Project# Melrose Dr btwn Lionshead Ave & Palomar Airport Rd Tuesday, July 17, 2012 Wednesday, July 18, 2012 Melrose Drive Between Lionshead Avenue and Palomar Airport Road Tuesday, July 17, 2012 End Time 17-Jul 1:00 AM 104 2:00 AM 68 3:00 AM 40 4:00 AM 66 5:00 AM 176 6:00 AM 568 7:00 AM 1,116 8:00 AM 1,948 9:00 AM 1,914 10:00 AM 1,467 11:00 AM 1,371 12:00 PM 1,387 1:00 PM 1,652 2:00 PM 1,525 3:00 PM 1,603 4:00 PM 1,634 5:00 PM 1,984 6:00 PM 2,224 7:00 PM 1,528 8:00 PM 1,001 9:00 PM 792 10:00 PM 566 11:00 PM 404 12:00 AM 268 Total 25406 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot Melrose Drive Between Lionshead Avenue and Palomar Airport Road Wednesday, July 18, 2012 End Time 18-Jul 1:00 AM 118 2:00 AM 57 3:00 AM 59 4:00 AM 52 5:00 AM 177 6:00 AM 590 7:00 AM 1,136 8:00 AM 1,952 9:00 AM 2,013 10:00 AM 1,421 11:00 AM 1,271 12:00 PM 1,383 1:00 PM 1,601 2:00 PM 1,532 3:00 PM 1,592 4:00 PM 1,634 5:00 PM 2,011 6:00 PM 2,157 7:00 PM 1,577 8:00 PM 963 9:00 PM 782 10:00 PM 614 11:00 PM 401 12:00 AM 275 Total 25368 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 8 12:00 116 117 00:15 9 9 12:15 93 123 00:30 3 6 12:30 108 149 00:45 4 29 1 24 53 12:45 140 457 163 552 1009 01:00 5 4 13:00 103 141 01:15 7 2 13:15 123 139 01:30 3 4 13:30 107 154 01:45 5 20 2 12 32 13:45 108 441 115 549 990 02:00 3 1 14:00 103 130 02:15 5 4 14:15 118 128 02:30 5 4 14:30 135 106 02:45 0 13 1 10 23 14:45 140 496 133 497 993 03:00 2 4 15:00 116 129 03:15 1 1 15:15 143 122 03:30 0 3 15:30 137 133 03:45 2 5 1 9 14 15:45 155 551 125 509 1060 04:00 0 1 16:00 124 107 04:15 2 5 16:15 146 113 04:30 2 5 16:30 139 128 04:45 2 6 9 20 26 16:45 124 533 112 460 993 05:00 7 15 17:00 170 141 05:15 9 17 17:15 164 136 05:30 9 18 17:30 141 133 05:45 12 37 22 72 109 17:45 177 652 132 542 1194 06:00 15 41 18:00 140 115 06:15 18 64 18:15 166 116 06:30 24 71 18:30 147 117 06:45 30 87 90 266 353 18:45 126 579 122 470 1049 07:00 30 90 19:00 99 100 07:15 40 114 19:15 107 95 07:30 46 117 19:30 122 90 07:45 29 145 103 424 569 19:45 97 425 79 364 789 08:00 54 109 20:00 127 59 08:15 62 116 20:15 73 49 08:30 65 73 20:30 78 45 08:45 65 246 96 394 640 20:45 74 352 56 209 561 09:00 69 94 21:00 88 53 09:15 76 85 21:15 52 47 09:30 67 83 21:30 49 43 09:45 77 289 83 345 634 21:45 36 225 37 180 405 10:00 81 78 22:00 36 31 10:15 64 106 22:15 23 39 10:30 106 80 22:30 24 30 10:45 101 352 126 390 742 22:45 23 106 21 121 227 11:00 85 111 23:00 22 14 11:15 117 126 23:15 14 14 11:30 102 118 23:30 15 18 11:45 100 404 125 480 884 23:45 10 61 11 57 118 Total Vol.1633 2446 4079 4878 4510 9388 NB SB EB WB Combined 6511 6956 13467 Split %40.0%60.0%30.3%52.0%48.0%69.7% Peak Hour 11:15 11:45 11:45 17:00 12:45 17:00 Volume 435 514 931 652 597 1194P.H.F.0.93 0.86 0.91 0.92 0.92 0.96 Prepared by: Field Data Services of Arizona (520) 316-6745 Carlsbad Blvd btwn State St & Mountain View Dr PM Project#Tuesday, July 24, 2012 AM Daily Totals 12-1148-012 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 5 12:00 107 174 00:15 6 11 12:15 117 147 00:30 9 9 12:30 128 147 00:45 6 33 10 35 68 12:45 98 450 138 606 1056 01:00 5 4 13:00 102 174 01:15 6 5 13:15 122 138 01:30 7 2 13:30 91 145 01:45 3 21 5 16 37 13:45 115 430 143 600 1030 02:00 2 4 14:00 120 146 02:15 8 2 14:15 139 121 02:30 1 1 14:30 127 141 02:45 0 11 3 10 21 14:45 132 518 145 553 1071 03:00 1 2 15:00 154 124 03:15 1 0 15:15 134 99 03:30 0 1 15:30 133 126 03:45 2 4 1 4 8 15:45 139 560 106 455 1015 04:00 1 1 16:00 140 117 04:15 1 6 16:15 170 117 04:30 2 4 16:30 152 130 04:45 5 9 17 28 37 16:45 155 617 153 517 1134 05:00 0 6 17:00 196 121 05:15 10 14 17:15 163 118 05:30 9 21 17:30 164 141 05:45 9 28 23 64 92 17:45 164 687 120 500 1187 06:00 16 46 18:00 142 132 06:15 14 62 18:15 145 110 06:30 28 70 18:30 112 119 06:45 30 88 97 275 363 18:45 143 542 109 470 1012 07:00 37 93 19:00 146 116 07:15 42 104 19:15 131 123 07:30 33 100 19:30 114 83 07:45 30 142 106 403 545 19:45 96 487 84 406 893 08:00 56 79 20:00 127 64 08:15 72 93 20:15 88 57 08:30 49 81 20:30 94 62 08:45 65 242 90 343 585 20:45 95 404 60 243 647 09:00 75 79 21:00 84 59 09:15 64 115 21:15 75 37 09:30 78 66 21:30 52 40 09:45 93 310 101 361 671 21:45 51 262 36 172 434 10:00 91 88 22:00 36 21 10:15 87 122 22:15 38 11 10:30 100 112 22:30 33 27 10:45 94 372 140 462 834 22:45 29 136 24 83 219 11:00 94 132 23:00 29 13 11:15 93 136 23:15 20 19 11:30 96 150 23:30 15 12 11:45 97 380 133 551 931 23:45 11 75 9 53 128 Total Vol.1640 2552 4192 5168 4658 9826 NB SB EB WB Combined 6808 7210 14018 Split %39.1%60.9%29.9%52.6%47.4%70.1% Peak Hour 11:45 11:30 11:45 17:00 12:00 16:45 Volume 449 604 1050 687 606 1211P.H.F.0.88 0.87 0.93 0.88 0.87 0.96 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# Carlsbad Blvd btwn State St & Mountain View Dr Wednesday, July 25, 2012 12-1148-012 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 7 0 0 12:00 112 146 0 0 00:15 8 10 0 0 12:15 105 135 0 0 00:30 6 8 0 0 12:30 118 148 0 0 00:45 5 31 6 30 0 0 0 0 61 12:45 119 454 151 579 0 0 0 0 1033 01:00 5 4 0 0 13:00 103 158 0 0 01:15 7 4 0 0 13:15 123 139 0 0 01:30 5 3 0 0 13:30 99 150 0 0 01:45 4 21 4 14 0 0 0 0 35 13:45 112 436 129 575 0 0 0 0 1010 02:00 3 3 0 0 14:00 112 138 0 0 02:15 7 3 0 0 14:15 129 125 0 0 02:30 3 3 0 0 14:30 131 124 0 0 02:45 0 12 2 10 0 0 0 0 22 14:45 136 507 139 525 0 0 0 0 1032 03:00 2 3 0 0 15:00 135 127 0 0 03:15 1 1 0 0 15:15 139 111 0 0 03:30 0 2 0 0 15:30 135 130 0 0 03:45 2 5 1 7 0 0 0 0 11 15:45 147 556 116 482 0 0 0 0 1038 04:00 1 1 0 0 16:00 132 112 0 0 04:15 2 6 0 0 16:15 158 115 0 0 04:30 2 5 0 0 16:30 146 129 0 0 04:45 4 8 13 24 0 0 0 0 32 16:45 140 575 133 489 0 0 0 0 1064 05:00 4 11 0 0 17:00 183 131 0 0 05:15 10 16 0 0 17:15 164 127 0 0 05:30 9 20 0 0 17:30 153 137 0 0 05:45 11 33 23 68 0 0 0 0 101 17:45 171 670 126 521 0 0 0 0 1191 06:00 16 44 0 0 18:00 141 124 0 0 06:15 16 63 0 0 18:15 156 113 0 0 06:30 26 71 0 0 18:30 130 118 0 0 06:45 30 88 94 271 0 0 0 0 358 18:45 135 561 116 470 0 0 0 0 1031 07:00 34 92 0 0 19:00 123 108 0 0 07:15 41 109 0 0 19:15 119 109 0 0 07:30 40 109 0 0 19:30 118 87 0 0 07:45 30 144 105 414 0 0 0 0 557 19:45 97 456 82 385 0 0 0 0 841 08:00 55 94 0 0 20:00 127 62 0 0 08:15 67 105 0 0 20:15 81 53 0 0 08:30 57 77 0 0 20:30 86 54 0 0 08:45 65 244 93 369 0 0 0 0 613 20:45 85 378 58 226 0 0 0 0 604 09:00 72 87 0 0 21:00 86 56 0 0 09:15 70 100 0 0 21:15 64 42 0 0 09:30 73 75 0 0 21:30 51 42 0 0 09:45 85 300 92 353 0 0 0 0 653 21:45 44 244 37 176 0 0 0 0 420 10:00 86 83 0 0 22:00 36 26 0 0 10:15 76 114 0 0 22:15 31 25 0 0 10:30 103 96 0 0 22:30 29 29 0 0 10:45 98 362 133 426 0 0 0 0 788 22:45 26 121 23 102 0 0 0 0 223 11:00 90 122 0 0 23:00 26 14 0 0 11:15 105 131 0 0 23:15 17 17 0 0 11:30 99 134 0 0 23:30 15 15 0 0 11:45 99 392 129 516 0 0 0 0 908 23:45 11 68 10 55 0 0 0 0 123 Total Vol.1637 2499 4136 5023 4584 9607 NB SB Combined 6660 7083 13743 Split %39.6%60.4%30.1%52.3%47.7%69.9% Peak Hour 11:45 11:45 11:45 17:00 12:45 17:00 Volume 433 558 991 670 596 1191P.H.F.0.92 0.94 0.93 0.91 0.95 0.95 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-012Project# Carlsbad Blvd btwn State St & Mountain View Dr Tuesday, July 24, 2012 Wednesday, July 25, 2012 AM PM Daily Totals 2-DAY AVERAGE Carlsbad Boulevard Between State Street and Mountain View Drive Tuesday, July 24, 2012 End Time 24-Jul 1:00 AM 53 2:00 AM 32 3:00 AM 23 4:00 AM 14 5:00 AM 26 6:00 AM 109 7:00 AM 353 8:00 AM 569 9:00 AM 640 10:00 AM 634 11:00 AM 742 12:00 PM 884 1:00 PM 1,009 2:00 PM 990 3:00 PM 993 4:00 PM 1,060 5:00 PM 993 6:00 PM 1,194 7:00 PM 1,049 8:00 PM 789 9:00 PM 561 10:00 PM 405 11:00 PM 227 12:00 AM 118 Total 13467 0 200 400 600 800 1,000 1,200 1,400 Total Volume (Both Directions)24-Hour Volume Plot Carlsbad Boulevard Between State Street and Mountain View Drive Wednesday, July 25, 2012 End Time 25-Jul 1:00 AM 68 2:00 AM 37 3:00 AM 21 4:00 AM 8 5:00 AM 37 6:00 AM 92 7:00 AM 363 8:00 AM 545 9:00 AM 585 10:00 AM 671 11:00 AM 834 12:00 PM 931 1:00 PM 1,056 2:00 PM 1,030 3:00 PM 1,071 4:00 PM 1,015 5:00 PM 1,134 6:00 PM 1,187 7:00 PM 1,012 8:00 PM 893 9:00 PM 647 10:00 PM 434 11:00 PM 219 12:00 AM 128 Total 14018 0 200 400 600 800 1,000 1,200 1,400 Total Volume (Both Directions)End Time 24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 7 6 12:00 142 171 00:15 5 9 12:15 156 154 00:30 6 5 12:30 160 150 00:45 3 21 5 25 46 12:45 162 620 188 663 1283 01:00 6 3 13:00 156 202 01:15 9 4 13:15 171 188 01:30 10 8 13:30 142 171 01:45 2 27 1 16 43 13:45 147 616 157 718 1334 02:00 2 3 14:00 140 179 02:15 1 2 14:15 143 153 02:30 1 5 14:30 147 139 02:45 1 5 1 11 16 14:45 151 581 155 626 1207 03:00 0 1 15:00 149 160 03:15 1 2 15:15 167 155 03:30 0 1 15:30 185 153 03:45 0 1 2 6 7 15:45 173 674 172 640 1314 04:00 0 0 16:00 149 137 04:15 1 1 16:15 192 144 04:30 4 5 16:30 193 150 04:45 4 9 9 15 24 16:45 219 753 157 588 1341 05:00 7 15 17:00 235 147 05:15 9 25 17:15 246 159 05:30 16 29 17:30 246 153 05:45 21 53 28 97 150 17:45 238 965 159 618 1583 06:00 18 54 18:00 205 136 06:15 21 68 18:15 197 166 06:30 37 74 18:30 181 151 06:45 74 150 92 288 438 18:45 167 750 138 591 1341 07:00 31 98 19:00 165 136 07:15 55 129 19:15 131 128 07:30 40 143 19:30 127 122 07:45 66 192 146 516 708 19:45 129 552 135 521 1073 08:00 76 132 20:00 131 117 08:15 67 130 20:15 118 91 08:30 89 114 20:30 82 91 08:45 83 315 130 506 821 20:45 80 411 87 386 797 09:00 115 108 21:00 82 82 09:15 91 105 21:15 42 65 09:30 115 126 21:30 50 65 09:45 106 427 118 457 884 21:45 37 211 55 267 478 10:00 105 112 22:00 31 52 10:15 122 133 22:15 24 42 10:30 128 124 22:30 29 37 10:45 103 458 113 482 940 22:45 32 116 24 155 271 11:00 129 135 23:00 17 20 11:15 143 126 23:15 17 19 11:30 147 158 23:30 7 16 11:45 136 555 144 563 1118 23:45 8 49 8 63 112 Total Vol.2213 2982 5195 6298 5836 12134 NB SB EB WB Combined 8511 8818 17329 Split %42.6%57.4%30.0%51.9%48.1%70.0% Peak Hour 11:45 11:30 11:45 17:00 12:45 17:00 Volume 594 627 1213 965 749 1583P.H.F.0.93 0.92 0.97 0.98 0.93 0.98 Project#Tuesday, July 24, 2012 AM Daily Totals 12-1148-013 DAY 1 PM Prepared by: Field Data Services of Arizona (520) 316-6745 Carlsbad Blvd btwn Acacia Ave & Cherry Ave Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 9 12:00 144 183 00:15 4 8 12:15 156 196 00:30 4 7 12:30 167 170 00:45 7 24 9 33 57 12:45 166 633 197 746 1379 01:00 3 4 13:00 164 170 01:15 5 6 13:15 145 195 01:30 1 2 13:30 159 178 01:45 6 15 7 19 34 13:45 149 617 177 720 1337 02:00 2 2 14:00 184 190 02:15 6 1 14:15 159 180 02:30 1 2 14:30 179 182 02:45 1 10 1 6 16 14:45 171 693 183 735 1428 03:00 1 2 15:00 175 164 03:15 1 0 15:15 181 155 03:30 2 4 15:30 181 145 03:45 0 4 1 7 11 15:45 193 730 155 619 1349 04:00 2 1 16:00 159 171 04:15 1 4 16:15 225 154 04:30 4 0 16:30 199 162 04:45 2 9 15 20 29 16:45 206 789 167 654 1443 05:00 1 11 17:00 221 163 05:15 10 20 17:15 244 172 05:30 11 23 17:30 234 145 05:45 19 41 33 87 128 17:45 217 916 156 636 1552 06:00 23 45 18:00 197 147 06:15 17 66 18:15 208 131 06:30 34 80 18:30 179 142 06:45 40 114 85 276 390 18:45 209 793 157 577 1370 07:00 42 99 19:00 147 126 07:15 64 125 19:15 160 159 07:30 48 124 19:30 139 120 07:45 73 227 143 491 718 19:45 118 564 122 527 1091 08:00 74 107 20:00 129 114 08:15 80 107 20:15 110 83 08:30 88 120 20:30 93 85 08:45 103 345 126 460 805 20:45 67 399 86 368 767 09:00 103 108 21:00 54 84 09:15 97 137 21:15 53 61 09:30 108 104 21:30 48 67 09:45 128 436 139 488 924 21:45 39 194 44 256 450 10:00 126 132 22:00 29 37 10:15 119 141 22:15 27 16 10:30 144 155 22:30 28 29 10:45 127 516 170 598 1114 22:45 31 115 24 106 221 11:00 130 145 23:00 29 19 11:15 129 166 23:15 23 17 11:30 149 171 23:30 19 14 11:45 174 582 164 646 1228 23:45 4 75 10 60 135 Total Vol.2323 3131 5454 6518 6004 12522 NB SB EB WB Combined 8841 9135 17976 Split %42.6%57.4%30.3%52.1%47.9%69.7% Peak Hour 11:45 11:30 11:45 17:00 12:00 16:45 Volume 641 714 1354 916 746 1552P.H.F.0.92 0.91 0.96 0.94 0.95 0.93 AM PM Project# Carlsbad Blvd btwn Acacia Ave & Cherry Ave Wednesday, July 25, 2012 12-1148-013 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 8 0 0 12:00 143 177 0 0 00:15 5 9 0 0 12:15 156 175 0 0 00:30 5 6 0 0 12:30 164 160 0 0 00:45 5 23 7 29 0 0 0 0 52 12:45 164 627 193 705 0 0 0 0 1331 01:00 5 4 0 0 13:00 160 186 0 0 01:15 7 5 0 0 13:15 158 192 0 0 01:30 6 5 0 0 13:30 151 175 0 0 01:45 4 21 4 18 0 0 0 0 39 13:45 148 617 167 719 0 0 0 0 1336 02:00 2 3 0 0 14:00 162 185 0 0 02:15 4 2 0 0 14:15 151 167 0 0 02:30 1 4 0 0 14:30 163 161 0 0 02:45 1 8 1 9 0 0 0 0 16 14:45 161 637 169 681 0 0 0 0 1318 03:00 1 2 0 0 15:00 162 162 0 0 03:15 1 1 0 0 15:15 174 155 0 0 03:30 1 3 0 0 15:30 183 149 0 0 03:45 0 3 2 7 0 0 0 0 9 15:45 183 702 164 630 0 0 0 0 1332 04:00 1 1 0 0 16:00 154 154 0 0 04:15 1 3 0 0 16:15 209 149 0 0 04:30 4 3 0 0 16:30 196 156 0 0 04:45 3 9 12 18 0 0 0 0 27 16:45 213 771 162 621 0 0 0 0 1392 05:00 4 13 0 0 17:00 228 155 0 0 05:15 10 23 0 0 17:15 245 166 0 0 05:30 14 26 0 0 17:30 240 149 0 0 05:45 20 47 31 92 0 0 0 0 139 17:45 228 941 158 627 0 0 0 0 1568 06:00 21 50 0 0 18:00 201 142 0 0 06:15 19 67 0 0 18:15 203 149 0 0 06:30 36 77 0 0 18:30 180 147 0 0 06:45 57 132 89 282 0 0 0 0 414 18:45 188 772 148 584 0 0 0 0 1356 07:00 37 99 0 0 19:00 156 131 0 0 07:15 60 127 0 0 19:15 146 144 0 0 07:30 44 134 0 0 19:30 133 121 0 0 07:45 70 210 145 504 0 0 0 0 713 19:45 124 558 129 524 0 0 0 0 1082 08:00 75 120 0 0 20:00 130 116 0 0 08:15 74 119 0 0 20:15 114 87 0 0 08:30 89 117 0 0 20:30 88 88 0 0 08:45 93 330 128 483 0 0 0 0 813 20:45 74 405 87 377 0 0 0 0 782 09:00 109 108 0 0 21:00 68 83 0 0 09:15 94 121 0 0 21:15 48 63 0 0 09:30 112 115 0 0 21:30 49 66 0 0 09:45 117 432 129 473 0 0 0 0 904 21:45 38 203 50 262 0 0 0 0 464 10:00 116 122 0 0 22:00 30 45 0 0 10:15 121 137 0 0 22:15 26 29 0 0 10:30 136 140 0 0 22:30 29 33 0 0 10:45 115 487 142 540 0 0 0 0 1027 22:45 32 116 24 131 0 0 0 0 246 11:00 130 140 0 0 23:00 23 20 0 0 11:15 136 146 0 0 23:15 20 18 0 0 11:30 148 165 0 0 23:30 13 15 0 0 11:45 155 569 154 605 0 0 0 0 1173 23:45 6 62 9 62 0 0 0 0 124 Total Vol.2268 3057 5325 6408 5920 12328 NB SB Combined 8676 8977 17653 Split %42.6%57.4%30.2%52.0%48.0%69.8% Peak Hour 11:45 11:30 11:45 17:00 12:45 17:00 Volume 618 671 1284 941 745 1568P.H.F.0.94 0.95 0.97 0.96 0.97 0.95 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-013Project# Carlsbad Blvd btwn Acacia Ave & Cherry Ave Tuesday, July 24, 2012 Wednesday, July 25, 2012 Carlsbad Boulevard Between Acacia Avenue and Cherry Avenue Tuesday, July 24, 2012 End Time 24-Jul 1:00 AM 46 2:00 AM 43 3:00 AM 16 4:00 AM 7 5:00 AM 24 6:00 AM 150 7:00 AM 438 8:00 AM 708 9:00 AM 821 10:00 AM 884 11:00 AM 940 12:00 PM 1,118 1:00 PM 1,283 2:00 PM 1,334 3:00 PM 1,207 4:00 PM 1,314 5:00 PM 1,341 6:00 PM 1,583 7:00 PM 1,341 8:00 PM 1,073 9:00 PM 797 10:00 PM 478 11:00 PM 271 12:00 AM 112 Total 17329 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 Total Volume (Both Directions)24-Hour Volume Plot Carlsbad Boulevard Between Acacia Avenue and Cherry Avenue Wednesday, July 25, 2012 End Time 25-Jul 1:00 AM 57 2:00 AM 34 3:00 AM 16 4:00 AM 11 5:00 AM 29 6:00 AM 128 7:00 AM 390 8:00 AM 718 9:00 AM 805 10:00 AM 924 11:00 AM 1,114 12:00 PM 1,228 1:00 PM 1,379 2:00 PM 1,337 3:00 PM 1,428 4:00 PM 1,349 5:00 PM 1,443 6:00 PM 1,552 7:00 PM 1,370 8:00 PM 1,091 9:00 PM 767 10:00 PM 450 11:00 PM 221 12:00 AM 135 Total 17976 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 MID-BLOCK COUNT SUMMARY Number: 14 Location: Carlsbad Boulevard Between Tamarack Avenue and Tierra Del Oro Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 3 12:00 165 164 00:15 8 10 12:15 154 171 00:30 6 6 12:30 163 146 00:45 4 24 6 25 49 12:45 180 662 179 660 1322 01:00 10 5 13:00 165 189 01:15 9 3 13:15 179 187 01:30 6 6 13:30 167 188 01:45 1 26 1 15 41 13:45 173 684 202 766 1450 02:00 2 0 14:00 156 178 02:15 2 1 14:15 163 158 02:30 3 4 14:30 175 166 02:45 0 7 2 7 14 14:45 179 673 154 656 1329 03:00 0 0 15:00 167 186 03:15 0 0 15:15 187 159 03:30 0 1 15:30 198 158 03:45 1 1 4 5 6 15:45 199 751 176 679 1430 04:00 0 0 16:00 174 133 04:15 1 1 16:15 222 158 04:30 0 6 16:30 218 185 04:45 5 6 11 18 24 16:45 240 854 158 634 1488 05:00 6 11 17:00 275 169 05:15 15 28 17:15 295 159 05:30 14 28 17:30 289 155 05:45 13 48 29 96 144 17:45 278 1137 167 650 1787 06:00 29 50 18:00 275 156 06:15 37 79 18:15 200 152 06:30 28 94 18:30 214 158 06:45 39 133 113 336 469 18:45 155 844 155 621 1465 07:00 35 112 19:00 176 130 07:15 45 153 19:15 157 145 07:30 50 169 19:30 137 134 07:45 74 204 185 619 823 19:45 140 610 132 541 1151 08:00 71 166 20:00 127 171 08:15 73 169 20:15 125 137 08:30 96 160 20:30 80 110 08:45 102 342 154 649 991 20:45 86 418 78 496 914 09:00 112 136 21:00 76 78 09:15 87 126 21:15 58 46 09:30 107 115 21:30 42 55 09:45 99 405 127 504 909 21:45 49 225 69 248 473 10:00 104 127 22:00 36 62 10:15 136 129 22:15 31 49 10:30 113 133 22:30 30 46 10:45 115 468 119 508 976 22:45 29 126 25 182 308 11:00 137 137 23:00 15 20 11:15 148 124 23:15 12 9 11:30 150 140 23:30 5 17 11:45 140 575 153 554 1129 23:45 7 39 5 51 90 Total Vol.2239 3336 5575 7023 6184 13207 NB SB EB WB Combined 9262 9520 18782 Split %40.2%59.8%29.7%53.2%46.8%70.3% Peak Hour 11:45 07:30 11:45 17:00 13:00 17:00 Volume 622 689 1256 1137 766 1787P.H.F.0.94 0.93 0.95 0.96 0.95 0.98 Project#Tuesday, July 24, 2012 AM Daily Totals 12-1148-014 DAY 1 PM Prepared by: Field Data Services of Arizona (520) 316-6745 Carlsbad Blvd btwn Tamarack Ave & Tierra Del Oro Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 9 12:00 207 182 00:15 5 8 12:15 167 229 00:30 3 6 12:30 190 192 00:45 2 18 9 32 50 12:45 198 762 208 811 1573 01:00 2 3 13:00 183 190 01:15 5 5 13:15 194 226 01:30 1 2 13:30 168 190 01:45 6 14 2 12 26 13:45 149 694 186 792 1486 02:00 3 4 14:00 192 182 02:15 5 1 14:15 168 166 02:30 1 2 14:30 202 203 02:45 2 11 1 8 19 14:45 195 757 208 759 1516 03:00 1 2 15:00 200 162 03:15 1 0 15:15 180 179 03:30 1 2 15:30 200 159 03:45 0 3 3 7 10 15:45 223 803 177 677 1480 04:00 2 0 16:00 193 190 04:15 0 2 16:15 246 173 04:30 3 3 16:30 223 163 04:45 2 7 9 14 21 16:45 266 928 177 703 1631 05:00 0 12 17:00 263 185 05:15 12 19 17:15 304 170 05:30 11 14 17:30 289 153 05:45 9 32 42 87 119 17:45 266 1122 170 678 1800 06:00 21 36 18:00 233 151 06:15 26 64 18:15 254 157 06:30 20 100 18:30 247 159 06:45 49 116 106 306 422 18:45 184 918 150 617 1535 07:00 37 116 19:00 191 137 07:15 44 135 19:15 157 162 07:30 41 166 19:30 171 150 07:45 76 198 184 601 799 19:45 149 668 133 582 1250 08:00 78 144 20:00 121 139 08:15 67 127 20:15 110 94 08:30 94 170 20:30 88 84 08:45 101 340 129 570 910 20:45 61 380 88 405 785 09:00 110 117 21:00 60 74 09:15 110 146 21:15 51 52 09:30 118 153 21:30 45 59 09:45 115 453 143 559 1012 21:45 33 189 45 230 419 10:00 114 129 22:00 24 50 10:15 144 136 22:15 27 14 10:30 139 167 22:30 26 24 10:45 149 546 165 597 1143 22:45 31 108 25 113 221 11:00 127 169 23:00 22 13 11:15 139 160 23:15 23 14 11:30 171 189 23:30 17 13 11:45 176 613 180 698 1311 23:45 16 78 10 50 128 Total Vol.2351 3491 5842 7407 6417 13824 NB SB EB WB Combined 9758 9908 19666 Split %40.2%59.8%29.7%53.6%46.4%70.3% Peak Hour 11:45 11:45 11:45 16:45 12:15 16:45 Volume 740 783 1523 1122 819 1807P.H.F.0.89 0.85 0.96 0.92 0.89 0.95 AM PM Project# Carlsbad Blvd btwn Tamarack Ave & Tierra Del Oro Wednesday, July 25, 2012 12-1148-014 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 6 0 0 12:00 186 173 0 0 00:15 7 9 0 0 12:15 161 200 0 0 00:30 5 6 0 0 12:30 177 169 0 0 00:45 3 21 8 29 0 0 0 0 50 12:45 189 712 194 736 0 0 0 0 1448 01:00 6 4 0 0 13:00 174 190 0 0 01:15 7 4 0 0 13:15 187 207 0 0 01:30 4 4 0 0 13:30 168 189 0 0 01:45 4 20 2 14 0 0 0 0 34 13:45 161 689 194 779 0 0 0 0 1468 02:00 3 2 0 0 14:00 174 180 0 0 02:15 4 1 0 0 14:15 166 162 0 0 02:30 2 3 0 0 14:30 189 185 0 0 02:45 1 9 2 8 0 0 0 0 17 14:45 187 715 181 708 0 0 0 0 1423 03:00 1 1 0 0 15:00 184 174 0 0 03:15 1 0 0 0 15:15 184 169 0 0 03:30 1 2 0 0 15:30 199 159 0 0 03:45 1 2 4 6 0 0 0 0 8 15:45 211 777 177 678 0 0 0 0 1455 04:00 1 0 0 0 16:00 184 162 0 0 04:15 1 2 0 0 16:15 234 166 0 0 04:30 2 5 0 0 16:30 221 174 0 0 04:45 4 7 10 16 0 0 0 0 23 16:45 253 891 168 669 0 0 0 0 1560 05:00 3 12 0 0 17:00 269 177 0 0 05:15 14 24 0 0 17:15 300 165 0 0 05:30 13 21 0 0 17:30 289 154 0 0 05:45 11 40 36 92 0 0 0 0 132 17:45 272 1130 169 664 0 0 0 0 1794 06:00 25 43 0 0 18:00 254 154 0 0 06:15 32 72 0 0 18:15 227 155 0 0 06:30 24 97 0 0 18:30 231 159 0 0 06:45 44 125 110 321 0 0 0 0 446 18:45 170 881 153 619 0 0 0 0 1500 07:00 36 114 0 0 19:00 184 134 0 0 07:15 45 144 0 0 19:15 157 154 0 0 07:30 46 168 0 0 19:30 154 142 0 0 07:45 75 201 185 610 0 0 0 0 811 19:45 145 639 133 562 0 0 0 0 1201 08:00 75 155 0 0 20:00 124 155 0 0 08:15 70 148 0 0 20:15 118 116 0 0 08:30 95 165 0 0 20:30 84 97 0 0 08:45 102 341 142 610 0 0 0 0 951 20:45 74 399 83 451 0 0 0 0 850 09:00 111 127 0 0 21:00 68 76 0 0 09:15 99 136 0 0 21:15 55 49 0 0 09:30 113 134 0 0 21:30 44 57 0 0 09:45 107 429 135 532 0 0 0 0 961 21:45 41 207 57 239 0 0 0 0 446 10:00 109 128 0 0 22:00 30 56 0 0 10:15 140 133 0 0 22:15 29 32 0 0 10:30 126 150 0 0 22:30 28 35 0 0 10:45 132 507 142 553 0 0 0 0 1060 22:45 30 117 25 148 0 0 0 0 265 11:00 132 153 0 0 23:00 19 17 0 0 11:15 144 142 0 0 23:15 18 12 0 0 11:30 161 165 0 0 23:30 11 15 0 0 11:45 158 594 167 626 0 0 0 0 1220 23:45 12 59 8 51 0 0 0 0 109 Total Vol.2295 3414 5709 7215 6301 13516 NB SB Combined 9510 9714 19224 Split %40.2%59.8%29.7%53.4%46.6%70.3% Peak Hour 11:45 11:45 11:45 17:00 13:00 17:00 Volume 681 709 1390 1130 779 1794P.H.F.0.92 0.89 0.96 0.94 0.94 0.97 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-014Project# Carlsbad Blvd btwn Tamarack Ave & Tierra Del Oro Tuesday, July 24, 2012 Wednesday, July 25, 2012 Carlsbad Boulevard Between Tamarack Avenue and Tierra Del Oro Street Tuesday, July 24, 2012 End Time 24-Jul 1:00 AM 49 2:00 AM 41 3:00 AM 14 4:00 AM 6 5:00 AM 24 6:00 AM 144 7:00 AM 469 8:00 AM 823 9:00 AM 991 10:00 AM 909 11:00 AM 976 12:00 PM 1,129 1:00 PM 1,322 2:00 PM 1,450 3:00 PM 1,329 4:00 PM 1,430 5:00 PM 1,488 6:00 PM 1,787 7:00 PM 1,465 8:00 PM 1,151 9:00 PM 914 10:00 PM 473 11:00 PM 308 12:00 AM 90 Total 18782 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 Total Volume (Both Directions)24-Hour Volume Plot Carlsbad Boulevard Between Tamarack Avenue and Tierra Del Oro Street Tuesday, July 24, 2012 End Time 24-Jul 1:00 AM 49 2:00 AM 41 3:00 AM 14 4:00 AM 6 5:00 AM 24 6:00 AM 144 7:00 AM 469 8:00 AM 823 9:00 AM 991 10:00 AM 909 11:00 AM 976 12:00 PM 1,129 1:00 PM 1,322 2:00 PM 1,450 3:00 PM 1,329 4:00 PM 1,430 5:00 PM 1,488 6:00 PM 1,787 7:00 PM 1,465 8:00 PM 1,151 9:00 PM 914 10:00 PM 473 11:00 PM 308 12:00 AM 90 Total 18782 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 8 2 12:00 133 147 00:15 7 6 12:15 133 157 00:30 7 5 12:30 134 118 00:45 5 27 5 18 45 12:45 187 587 146 568 1155 01:00 9 3 13:00 112 170 01:15 4 3 13:15 166 174 01:30 4 6 13:30 146 159 01:45 1 18 1 13 31 13:45 147 571 169 672 1243 02:00 2 0 14:00 141 153 02:15 3 1 14:15 146 132 02:30 1 3 14:30 163 141 02:45 0 6 1 5 11 14:45 157 607 121 547 1154 03:00 0 0 15:00 123 150 03:15 1 0 15:15 154 144 03:30 0 0 15:30 167 139 03:45 0 1 2 2 3 15:45 156 600 146 579 1179 04:00 0 2 16:00 152 137 04:15 0 0 16:15 179 141 04:30 0 6 16:30 185 156 04:45 2 2 11 19 21 16:45 180 696 153 587 1283 05:00 5 11 17:00 215 147 05:15 9 19 17:15 216 151 05:30 8 22 17:30 233 130 05:45 9 31 28 80 111 17:45 213 877 171 599 1476 06:00 21 43 18:00 201 151 06:15 27 61 18:15 183 144 06:30 32 79 18:30 188 139 06:45 45 125 86 269 394 18:45 157 729 131 565 1294 07:00 31 104 19:00 138 125 07:15 46 137 19:15 121 120 07:30 47 145 19:30 113 115 07:45 60 184 159 545 729 19:45 105 477 104 464 941 08:00 73 148 20:00 108 124 08:15 58 137 20:15 91 94 08:30 82 120 20:30 57 75 08:45 86 299 131 536 835 20:45 64 320 68 361 681 09:00 92 113 21:00 69 62 09:15 67 108 21:15 40 45 09:30 92 105 21:30 39 41 09:45 97 348 110 436 784 21:45 34 182 49 197 379 10:00 91 103 22:00 22 38 10:15 125 117 22:15 26 33 10:30 96 108 22:30 22 25 10:45 104 416 113 441 857 22:45 30 100 16 112 212 11:00 112 115 23:00 15 22 11:15 127 102 23:15 11 9 11:30 136 121 23:30 8 18 11:45 108 483 138 476 959 23:45 6 40 5 54 94 Total Vol.1940 2840 4780 5786 5305 11091 NB SB EB WB Combined 7726 8145 15871 Split %40.6%59.4%30.1%52.2%47.8%69.9% Peak Hour 11:30 07:15 11:30 17:00 13:00 17:00 Volume 510 589 1073 877 672 1476P.H.F.0.94 0.93 0.93 0.94 0.97 0.96 Project#Tuesday, July 24, 2012 AM Daily Totals 12-1148-015 DAY 1 PM Prepared by: Field Data Services of Arizona (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 4 8 12:00 183 142 00:15 4 7 12:15 139 181 00:30 3 7 12:30 178 168 00:45 2 13 8 30 43 12:45 166 666 173 664 1330 01:00 3 2 13:00 151 154 01:15 6 4 13:15 167 177 01:30 5 4 13:30 149 167 01:45 6 20 2 12 32 13:45 134 601 152 650 1251 02:00 4 2 14:00 161 159 02:15 5 1 14:15 139 126 02:30 1 1 14:30 155 155 02:45 1 11 2 6 17 14:45 157 612 174 614 1226 03:00 0 3 15:00 177 144 03:15 2 0 15:15 136 158 03:30 1 2 15:30 176 144 03:45 0 3 3 8 11 15:45 181 670 140 586 1256 04:00 2 1 16:00 162 173 04:15 0 2 16:15 192 173 04:30 2 4 16:30 194 186 04:45 0 4 9 16 20 16:45 211 759 196 728 1487 05:00 2 9 17:00 197 168 05:15 5 15 17:15 207 154 05:30 4 13 17:30 226 123 05:45 7 18 37 74 92 17:45 217 847 170 615 1462 06:00 21 29 18:00 185 148 06:15 21 52 18:15 203 136 06:30 25 62 18:30 216 118 06:45 36 103 71 214 317 18:45 162 766 127 529 1295 07:00 35 78 19:00 143 96 07:15 38 104 19:15 135 123 07:30 40 125 19:30 153 102 07:45 60 173 121 428 601 19:45 120 551 93 414 965 08:00 60 101 20:00 106 108 08:15 47 88 20:15 100 77 08:30 78 136 20:30 63 58 08:45 94 279 112 437 716 20:45 50 319 67 310 629 09:00 102 110 21:00 54 60 09:15 88 126 21:15 45 41 09:30 110 127 21:30 33 43 09:45 105 405 125 488 893 21:45 33 165 35 179 344 10:00 103 113 22:00 16 33 10:15 115 119 22:15 25 11 10:30 116 141 22:30 30 14 10:45 142 476 150 523 999 22:45 31 102 15 73 175 11:00 110 138 23:00 24 10 11:15 133 148 23:15 21 10 11:30 140 154 23:30 14 13 11:45 128 511 164 604 1115 23:45 11 70 5 38 108 Total Vol.2016 2840 4856 6128 5400 11528 NB SB EB WB Combined 8144 8240 16384 Split %41.5%58.5%29.6%53.2%46.8%70.4% Peak Hour 11:45 11:45 11:45 17:00 16:00 16:15 Volume 628 655 1283 847 728 1517P.H.F.0.86 0.90 0.93 0.94 0.93 0.93 AM PM Project# Carlsbad Blvd btwn Cannon Rd & Cerezo Dr Wednesday, July 25, 2012 12-1148-015 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 5 0 0 12:00 158 145 0 0 00:15 6 7 0 0 12:15 136 169 0 0 00:30 5 6 0 0 12:30 156 143 0 0 00:45 4 20 7 24 0 0 0 0 44 12:45 177 627 160 616 0 0 0 0 1243 01:00 6 3 0 0 13:00 132 162 0 0 01:15 5 4 0 0 13:15 167 176 0 0 01:30 5 5 0 0 13:30 148 163 0 0 01:45 4 19 2 13 0 0 0 0 32 13:45 141 586 161 661 0 0 0 0 1247 02:00 3 1 0 0 14:00 151 156 0 0 02:15 4 1 0 0 14:15 143 129 0 0 02:30 1 2 0 0 14:30 159 148 0 0 02:45 1 9 2 6 0 0 0 0 14 14:45 157 610 148 581 0 0 0 0 1190 03:00 0 2 0 0 15:00 150 147 0 0 03:15 2 0 0 0 15:15 145 151 0 0 03:30 1 1 0 0 15:30 172 142 0 0 03:45 0 2 3 5 0 0 0 0 7 15:45 169 635 143 583 0 0 0 0 1218 04:00 1 2 0 0 16:00 157 155 0 0 04:15 0 1 0 0 16:15 186 157 0 0 04:30 1 5 0 0 16:30 190 171 0 0 04:45 1 3 10 18 0 0 0 0 21 16:45 196 728 175 658 0 0 0 0 1385 05:00 4 10 0 0 17:00 206 158 0 0 05:15 7 17 0 0 17:15 212 153 0 0 05:30 6 18 0 0 17:30 230 127 0 0 05:45 8 25 33 77 0 0 0 0 102 17:45 215 862 171 607 0 0 0 0 1469 06:00 21 36 0 0 18:00 193 150 0 0 06:15 24 57 0 0 18:15 193 140 0 0 06:30 29 71 0 0 18:30 202 129 0 0 06:45 41 114 79 242 0 0 0 0 356 18:45 160 748 129 547 0 0 0 0 1295 07:00 33 91 0 0 19:00 141 111 0 0 07:15 42 121 0 0 19:15 128 122 0 0 07:30 44 135 0 0 19:30 133 109 0 0 07:45 60 179 140 487 0 0 0 0 665 19:45 113 514 99 439 0 0 0 0 953 08:00 67 125 0 0 20:00 107 116 0 0 08:15 53 113 0 0 20:15 96 86 0 0 08:30 80 128 0 0 20:30 60 67 0 0 08:45 90 289 122 487 0 0 0 0 776 20:45 57 320 68 336 0 0 0 0 655 09:00 97 112 0 0 21:00 62 61 0 0 09:15 78 117 0 0 21:15 43 43 0 0 09:30 101 116 0 0 21:30 36 42 0 0 09:45 101 377 118 462 0 0 0 0 839 21:45 34 174 42 188 0 0 0 0 362 10:00 97 108 0 0 22:00 19 36 0 0 10:15 120 118 0 0 22:15 26 22 0 0 10:30 106 125 0 0 22:30 26 20 0 0 10:45 123 446 132 482 0 0 0 0 928 22:45 31 101 16 93 0 0 0 0 194 11:00 111 127 0 0 23:00 20 16 0 0 11:15 130 125 0 0 23:15 16 10 0 0 11:30 138 138 0 0 23:30 11 16 0 0 11:45 118 497 151 540 0 0 0 0 1037 23:45 9 55 5 46 0 0 0 0 101 Total Vol.1978 2840 4818 5957 5353 11310 NB SB Combined 7935 8193 16128 Split %41.1%58.9%29.9%52.7%47.3%70.1% Peak Hour 11:45 11:45 11:45 17:00 13:00 17:00 Volume 568 608 1176 862 661 1469P.H.F.0.90 0.90 0.96 0.94 0.94 0.95 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-015Project# Carlsbad Blvd btwn Cannon Rd & Cerezo Dr Tuesday, July 24, 2012 Wednesday, July 25, 2012 Carlsbad Boulevard Between Cannon Road and Cerezo Drive Tuesday, July 24, 2012 End Time 24-Jul 1:00 AM 45 2:00 AM 31 3:00 AM 11 4:00 AM 3 5:00 AM 21 6:00 AM 111 7:00 AM 394 8:00 AM 729 9:00 AM 835 10:00 AM 784 11:00 AM 857 12:00 PM 959 1:00 PM 1,155 2:00 PM 1,243 3:00 PM 1,154 4:00 PM 1,179 5:00 PM 1,283 6:00 PM 1,476 7:00 PM 1,294 8:00 PM 941 9:00 PM 681 10:00 PM 379 11:00 PM 212 12:00 AM 94 Total 15871 0 200 400 600 800 1,000 1,200 1,400 1,600 Total Volume (Both Directions)24-Hour Volume Plot Carlsbad Boulevard Between Cannon Road and Cerezo Drive Wednesday, July 25, 2012 End Time 25-Jul 1:00 AM 43 2:00 AM 32 3:00 AM 17 4:00 AM 11 5:00 AM 20 6:00 AM 92 7:00 AM 317 8:00 AM 601 9:00 AM 716 10:00 AM 893 11:00 AM 999 12:00 PM 1,115 1:00 PM 1,330 2:00 PM 1,251 3:00 PM 1,226 4:00 PM 1,256 5:00 PM 1,487 6:00 PM 1,462 7:00 PM 1,295 8:00 PM 965 9:00 PM 629 10:00 PM 344 11:00 PM 175 12:00 AM 108 Total 16384 0 200 400 600 800 1,000 1,200 1,400 1,600 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 MID-BLOCK COUNT SUMMARY Number: 16 Location: Carlsbad Boulevard Between Breakwater Road and Poinsettia Lane Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 2 12:00 129 118 00:15 1 5 12:15 128 131 00:30 6 1 12:30 124 114 00:45 3 17 1 9 26 12:45 123 504 119 482 986 01:00 4 0 13:00 111 100 01:15 2 2 13:15 141 133 01:30 3 1 13:30 99 121 01:45 3 12 1 4 16 13:45 135 486 131 485 971 02:00 1 3 14:00 129 137 02:15 3 1 14:15 150 113 02:30 2 2 14:30 128 101 02:45 1 7 2 8 15 14:45 129 536 124 475 1011 03:00 1 2 15:00 146 147 03:15 1 0 15:15 124 141 03:30 1 1 15:30 140 117 03:45 0 3 1 4 7 15:45 130 540 126 531 1071 04:00 0 4 16:00 132 146 04:15 2 1 16:15 145 131 04:30 0 3 16:30 157 131 04:45 2 4 3 11 15 16:45 132 566 140 548 1114 05:00 1 11 17:00 159 144 05:15 9 7 17:15 161 161 05:30 11 18 17:30 157 151 05:45 9 30 21 57 87 17:45 166 643 142 598 1241 06:00 23 27 18:00 131 123 06:15 20 30 18:15 129 117 06:30 26 39 18:30 129 107 06:45 36 105 70 166 271 18:45 105 494 79 426 920 07:00 29 94 19:00 88 77 07:15 35 105 19:15 81 93 07:30 58 125 19:30 98 90 07:45 78 200 131 455 655 19:45 79 346 83 343 689 08:00 62 109 20:00 67 67 08:15 60 114 20:15 51 68 08:30 72 109 20:30 42 58 08:45 85 279 88 420 699 20:45 53 213 32 225 438 09:00 77 102 21:00 33 52 09:15 68 69 21:15 37 45 09:30 77 90 21:30 42 38 09:45 90 312 100 361 673 21:45 28 140 28 163 303 10:00 82 104 22:00 30 29 10:15 90 102 22:15 27 18 10:30 101 98 22:30 28 28 10:45 106 379 98 402 781 22:45 16 101 16 91 192 11:00 117 120 23:00 16 14 11:15 95 114 23:15 8 9 11:30 99 126 23:30 5 7 11:45 129 440 123 483 923 23:45 5 34 6 36 70 Total Vol.1788 2380 4168 4603 4403 9006 NB SB EB WB Combined 6391 6783 13174 Split %42.9%57.1%31.6%51.1%48.9%68.4% Peak Hour 11:45 11:30 11:45 17:00 17:00 17:00 Volume 510 498 996 643 598 1241P.H.F.0.99 0.95 0.96 0.97 0.93 0.96 Project#Tuesday, July 31, 2012 AM Daily Totals 12-1148-016 DAY 1 PM Prepared by: Field Data Services of Arizona (520) 316-6745 Carlsbad Blvd btwn Breakwater Rd & Poinsettia Ln Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 9 12:00 109 135 00:15 6 11 12:15 145 168 00:30 7 3 12:30 127 151 00:45 6 27 9 32 59 12:45 115 496 135 589 1085 01:00 3 3 13:00 118 141 01:15 3 2 13:15 132 135 01:30 0 1 13:30 134 181 01:45 5 11 1 7 18 13:45 131 515 140 597 1112 02:00 6 3 14:00 146 141 02:15 3 1 14:15 154 130 02:30 1 1 14:30 127 122 02:45 2 12 0 5 17 14:45 117 544 124 517 1061 03:00 1 1 15:00 148 128 03:15 1 1 15:15 121 139 03:30 1 2 15:30 132 133 03:45 0 3 1 5 8 15:45 129 530 143 543 1073 04:00 3 0 16:00 128 130 04:15 1 0 16:15 143 119 04:30 0 4 16:30 128 137 04:45 4 8 3 7 15 16:45 173 572 116 502 1074 05:00 3 6 17:00 178 144 05:15 3 16 17:15 174 150 05:30 10 17 17:30 200 156 05:45 11 27 19 58 85 17:45 176 728 116 566 1294 06:00 12 23 18:00 196 119 06:15 19 35 18:15 174 101 06:30 24 41 18:30 132 106 06:45 41 96 53 152 248 18:45 120 622 106 432 1054 07:00 40 96 19:00 126 111 07:15 28 78 19:15 115 104 07:30 59 130 19:30 91 89 07:45 60 187 117 421 608 19:45 85 417 103 407 824 08:00 69 141 20:00 98 82 08:15 83 113 20:15 71 72 08:30 82 136 20:30 46 68 08:45 80 314 109 499 813 20:45 47 262 49 271 533 09:00 92 97 21:00 56 61 09:15 64 103 21:15 41 45 09:30 82 97 21:30 35 36 09:45 84 322 119 416 738 21:45 34 166 32 174 340 10:00 81 101 22:00 46 33 10:15 77 134 22:15 29 36 10:30 111 104 22:30 33 16 10:45 101 370 123 462 832 22:45 28 136 18 103 239 11:00 104 101 23:00 17 17 11:15 123 125 23:15 9 10 11:30 108 113 23:30 11 7 11:45 113 448 132 471 919 23:45 10 47 7 41 88 Total Vol.1825 2535 4360 5035 4742 9777 NB SB EB WB Combined 6860 7277 14137 Split %41.9%58.1%30.8%51.5%48.5%69.2% Peak Hour 11:45 11:45 11:45 17:15 13:00 17:00 Volume 494 586 1080 746 597 1294P.H.F.0.85 0.87 0.86 0.93 0.82 0.91 AM PM Project# Carlsbad Blvd btwn Breakwater Rd & Poinsettia Ln Wednesday, August 01, 2012 12-1148-016 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 6 0 0 12:00 119 127 0 0 00:15 4 8 0 0 12:15 137 150 0 0 00:30 7 2 0 0 12:30 126 133 0 0 00:45 5 22 5 21 0 0 0 0 43 12:45 119 500 127 536 0 0 0 0 1036 01:00 4 2 0 0 13:00 115 121 0 0 01:15 3 2 0 0 13:15 137 134 0 0 01:30 2 1 0 0 13:30 117 151 0 0 01:45 4 12 1 6 0 0 0 0 17 13:45 133 501 136 541 0 0 0 0 1042 02:00 4 3 0 0 14:00 138 139 0 0 02:15 3 1 0 0 14:15 152 122 0 0 02:30 2 2 0 0 14:30 128 112 0 0 02:45 2 10 1 7 0 0 0 0 16 14:45 123 540 124 496 0 0 0 0 1036 03:00 1 2 0 0 15:00 147 138 0 0 03:15 1 1 0 0 15:15 123 140 0 0 03:30 1 2 0 0 15:30 136 125 0 0 03:45 0 3 1 5 0 0 0 0 8 15:45 130 535 135 537 0 0 0 0 1072 04:00 2 2 0 0 16:00 130 138 0 0 04:15 2 1 0 0 16:15 144 125 0 0 04:30 0 4 0 0 16:30 143 134 0 0 04:45 3 6 3 9 0 0 0 0 15 16:45 153 569 128 525 0 0 0 0 1094 05:00 2 9 0 0 17:00 169 144 0 0 05:15 6 12 0 0 17:15 168 156 0 0 05:30 11 18 0 0 17:30 179 154 0 0 05:45 10 29 20 58 0 0 0 0 86 17:45 171 686 129 582 0 0 0 0 1268 06:00 18 25 0 0 18:00 164 121 0 0 06:15 20 33 0 0 18:15 152 109 0 0 06:30 25 40 0 0 18:30 131 107 0 0 06:45 39 101 62 159 0 0 0 0 260 18:45 113 558 93 429 0 0 0 0 987 07:00 35 95 0 0 19:00 107 94 0 0 07:15 32 92 0 0 19:15 98 99 0 0 07:30 59 128 0 0 19:30 95 90 0 0 07:45 69 194 124 438 0 0 0 0 632 19:45 82 382 93 375 0 0 0 0 757 08:00 66 125 0 0 20:00 83 75 0 0 08:15 72 114 0 0 20:15 61 70 0 0 08:30 77 123 0 0 20:30 44 63 0 0 08:45 83 297 99 460 0 0 0 0 756 20:45 50 238 41 248 0 0 0 0 486 09:00 85 100 0 0 21:00 45 57 0 0 09:15 66 86 0 0 21:15 39 45 0 0 09:30 80 94 0 0 21:30 39 37 0 0 09:45 87 317 110 389 0 0 0 0 706 21:45 31 153 30 169 0 0 0 0 322 10:00 82 103 0 0 22:00 38 31 0 0 10:15 84 118 0 0 22:15 28 27 0 0 10:30 106 101 0 0 22:30 31 22 0 0 10:45 104 375 111 432 0 0 0 0 807 22:45 22 119 17 97 0 0 0 0 216 11:00 111 111 0 0 23:00 17 16 0 0 11:15 109 120 0 0 23:15 9 10 0 0 11:30 104 120 0 0 23:30 8 7 0 0 11:45 121 444 128 477 0 0 0 0 921 23:45 8 41 7 39 0 0 0 0 79 Total Vol.1807 2458 4264 4819 4573 9392 NB SB Combined 6626 7030 13656 Split %42.4%57.6%31.2%51.3%48.7%68.8% Peak Hour 11:45 11:45 11:45 17:00 17:00 17:00 Volume 502 536 1038 686 582 1268P.H.F.0.92 0.90 0.91 0.96 0.94 0.95 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-016Project# Carlsbad Blvd btwn Breakwater Rd & Poinsettia Ln Tuesday, July 31, 2012 Wednesday, August 01, 2012 Carlsbad Boulevard Between Breakwater Road and Poinsettia Lane Tuesday, July 31, 2012 End Time 31-Jul 1:00 AM 26 2:00 AM 16 3:00 AM 15 4:00 AM 7 5:00 AM 15 6:00 AM 87 7:00 AM 271 8:00 AM 655 9:00 AM 699 10:00 AM 673 11:00 AM 781 12:00 PM 923 1:00 PM 986 2:00 PM 971 3:00 PM 1,011 4:00 PM 1,071 5:00 PM 1,114 6:00 PM 1,241 7:00 PM 920 8:00 PM 689 9:00 PM 438 10:00 PM 303 11:00 PM 192 12:00 AM 70 Total 13174 0 200 400 600 800 1,000 1,200 1,400 Total Volume (Both Directions)24-Hour Volume Plot Carlsbad Boulevard Between Breakwater Road and Poinsettia Lane Wednesday, August 1, 2012 End Time 1-Aug 1:00 AM 59 2:00 AM 18 3:00 AM 17 4:00 AM 8 5:00 AM 15 6:00 AM 85 7:00 AM 248 8:00 AM 608 9:00 AM 813 10:00 AM 738 11:00 AM 832 12:00 PM 919 1:00 PM 1,085 2:00 PM 1,112 3:00 PM 1,061 4:00 PM 1,073 5:00 PM 1,074 6:00 PM 1,294 7:00 PM 1,054 8:00 PM 824 9:00 PM 533 10:00 PM 340 11:00 PM 239 12:00 AM 88 Total 14137 0 200 400 600 800 1,000 1,200 1,400 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 4 5 12:00 162 128 00:15 5 3 12:15 162 138 00:30 6 3 12:30 141 111 00:45 2 17 1 12 29 12:45 139 604 137 514 1118 01:00 2 0 13:00 159 115 01:15 0 0 13:15 149 144 01:30 3 2 13:30 128 141 01:45 0 5 1 3 8 13:45 173 609 127 527 1136 02:00 2 4 14:00 174 154 02:15 3 2 14:15 171 124 02:30 2 3 14:30 142 117 02:45 0 7 1 10 17 14:45 170 657 126 521 1178 03:00 3 1 15:00 163 137 03:15 0 1 15:15 164 146 03:30 0 0 15:30 169 132 03:45 0 3 1 3 6 15:45 169 665 160 575 1240 04:00 0 0 16:00 138 145 04:15 1 2 16:15 206 199 04:30 0 1 16:30 188 175 04:45 2 3 5 8 11 16:45 158 690 130 649 1339 05:00 4 6 17:00 181 171 05:15 4 7 17:15 190 161 05:30 15 15 17:30 195 152 05:45 12 35 21 49 84 17:45 159 725 134 618 1343 06:00 27 23 18:00 175 137 06:15 30 56 18:15 145 136 06:30 41 47 18:30 145 122 06:45 41 139 78 204 343 18:45 115 580 99 494 1074 07:00 35 109 19:00 111 97 07:15 42 149 19:15 114 91 07:30 62 182 19:30 116 103 07:45 84 223 188 628 851 19:45 81 422 75 366 788 08:00 70 165 20:00 84 83 08:15 81 162 20:15 69 69 08:30 98 149 20:30 62 49 08:45 134 383 118 594 977 20:45 72 287 51 252 539 09:00 94 115 21:00 43 30 09:15 81 98 21:15 25 35 09:30 95 101 21:30 47 29 09:45 93 363 132 446 809 21:45 35 150 27 121 271 10:00 109 113 22:00 40 27 10:15 107 115 22:15 28 17 10:30 104 102 22:30 18 17 10:45 110 430 121 451 881 22:45 18 104 17 78 182 11:00 118 136 23:00 21 30 11:15 111 121 23:15 8 11 11:30 110 146 23:30 7 10 11:45 131 470 157 560 1030 23:45 8 44 10 61 105 Total Vol.2078 2968 5046 5537 4776 10313 NB SB EB WB Combined 7615 7744 15359 Split %41.2%58.8%32.9%53.7%46.3%67.1% Peak Hour 11:45 07:30 11:30 16:15 15:45 16:15 Volume 596 697 1134 733 679 1408P.H.F.0.92 0.93 0.95 0.89 0.85 0.87 Project#Tuesday, July 31, 2012 AM Daily Totals 12-1148-017 DAY 1 PM Prepared by: Field Data Services of Arizona (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 3 4 12:00 126 153 00:15 5 10 12:15 151 145 00:30 10 11 12:30 156 161 00:45 5 23 9 34 57 12:45 150 583 159 618 1201 01:00 7 4 13:00 170 154 01:15 2 2 13:15 156 194 01:30 3 3 13:30 190 193 01:45 7 19 7 16 35 13:45 169 685 179 720 1405 02:00 3 3 14:00 188 144 02:15 3 1 14:15 171 136 02:30 0 0 14:30 164 155 02:45 2 8 0 4 12 14:45 168 691 149 584 1275 03:00 1 0 15:00 177 130 03:15 2 2 15:15 151 161 03:30 3 2 15:30 171 161 03:45 0 6 1 5 11 15:45 188 687 152 604 1291 04:00 1 0 16:00 150 145 04:15 2 0 16:15 177 160 04:30 1 5 16:30 185 165 04:45 3 7 2 7 14 16:45 195 707 132 602 1309 05:00 4 4 17:00 198 151 05:15 0 17 17:15 222 178 05:30 8 18 17:30 237 178 05:45 17 29 23 62 91 17:45 215 872 149 656 1528 06:00 27 32 18:00 204 130 06:15 22 43 18:15 201 142 06:30 31 52 18:30 170 121 06:45 35 115 81 208 323 18:45 144 719 121 514 1233 07:00 45 93 19:00 137 121 07:15 33 135 19:15 134 112 07:30 72 160 19:30 106 92 07:45 79 229 157 545 774 19:45 103 480 116 441 921 08:00 79 204 20:00 110 111 08:15 101 174 20:15 87 98 08:30 99 149 20:30 65 70 08:45 136 415 154 681 1096 20:45 65 327 31 310 637 09:00 113 112 21:00 52 43 09:15 100 134 21:15 59 34 09:30 85 130 21:30 51 35 09:45 108 406 124 500 906 21:45 44 206 31 143 349 10:00 101 132 22:00 62 29 10:15 84 130 22:15 35 24 10:30 128 140 22:30 26 19 10:45 122 435 124 526 961 22:45 22 145 18 90 235 11:00 131 132 23:00 21 25 11:15 148 131 23:15 12 8 11:30 118 123 23:30 13 13 11:45 120 517 139 525 1042 23:45 8 54 12 58 112 Total Vol.2209 3113 5322 6156 5340 11496 NB SB EB WB Combined 8365 8453 16818 Split %41.5%58.5%31.6%53.5%46.5%68.4% Peak Hour 11:45 07:30 11:45 17:15 13:00 17:00 Volume 553 695 1151 878 720 1528P.H.F.0.89 0.85 0.91 0.93 0.93 0.92 AM PM Project# Carlsbad Blvd btwn Avenida Encinas & La Costa Ave Wednesday, August 01, 2012 12-1148-017 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 4 5 0 0 12:00 144 141 0 0 00:15 5 7 0 0 12:15 157 142 0 0 00:30 8 7 0 0 12:30 149 136 0 0 00:45 4 20 5 23 0 0 0 0 43 12:45 145 594 148 566 0 0 0 0 1160 01:00 5 2 0 0 13:00 165 135 0 0 01:15 1 1 0 0 13:15 153 169 0 0 01:30 3 3 0 0 13:30 159 167 0 0 01:45 4 12 4 10 0 0 0 0 22 13:45 171 647 153 624 0 0 0 0 1271 02:00 3 4 0 0 14:00 181 149 0 0 02:15 3 2 0 0 14:15 171 130 0 0 02:30 1 2 0 0 14:30 153 136 0 0 02:45 1 8 1 7 0 0 0 0 15 14:45 169 674 138 553 0 0 0 0 1227 03:00 2 1 0 0 15:00 170 134 0 0 03:15 1 2 0 0 15:15 158 154 0 0 03:30 2 1 0 0 15:30 170 147 0 0 03:45 0 5 1 4 0 0 0 0 9 15:45 179 676 156 590 0 0 0 0 1266 04:00 1 0 0 0 16:00 144 145 0 0 04:15 2 1 0 0 16:15 192 180 0 0 04:30 1 3 0 0 16:30 187 170 0 0 04:45 3 5 4 8 0 0 0 0 13 16:45 177 699 131 626 0 0 0 0 1324 05:00 4 5 0 0 17:00 190 161 0 0 05:15 2 12 0 0 17:15 206 170 0 0 05:30 12 17 0 0 17:30 216 165 0 0 05:45 15 32 22 56 0 0 0 0 88 17:45 187 799 142 637 0 0 0 0 1436 06:00 27 28 0 0 18:00 190 134 0 0 06:15 26 50 0 0 18:15 173 139 0 0 06:30 36 50 0 0 18:30 158 122 0 0 06:45 38 127 80 206 0 0 0 0 333 18:45 130 650 110 504 0 0 0 0 1154 07:00 40 101 0 0 19:00 124 109 0 0 07:15 38 142 0 0 19:15 124 102 0 0 07:30 67 171 0 0 19:30 111 98 0 0 07:45 82 226 173 587 0 0 0 0 813 19:45 92 451 96 404 0 0 0 0 855 08:00 75 185 0 0 20:00 97 97 0 0 08:15 91 168 0 0 20:15 78 84 0 0 08:30 99 149 0 0 20:30 64 60 0 0 08:45 135 399 136 638 0 0 0 0 1037 20:45 69 307 41 281 0 0 0 0 588 09:00 104 114 0 0 21:00 48 37 0 0 09:15 91 116 0 0 21:15 42 35 0 0 09:30 90 116 0 0 21:30 49 32 0 0 09:45 101 385 128 473 0 0 0 0 858 21:45 40 178 29 132 0 0 0 0 310 10:00 105 123 0 0 22:00 51 28 0 0 10:15 96 123 0 0 22:15 32 21 0 0 10:30 116 121 0 0 22:30 22 18 0 0 10:45 116 433 123 489 0 0 0 0 921 22:45 20 125 18 84 0 0 0 0 209 11:00 125 134 0 0 23:00 21 28 0 0 11:15 130 126 0 0 23:15 10 10 0 0 11:30 114 135 0 0 23:30 10 12 0 0 11:45 126 494 148 543 0 0 0 0 1036 23:45 8 49 11 60 0 0 0 0 109 Total Vol.2144 3041 5184 5847 5058 10905 NB SB Combined 7990 8099 16089 Split %41.3%58.7%32.2%53.6%46.4%67.8% Peak Hour 11:45 07:30 11:45 17:00 15:45 17:00 Volume 575 696 1141 799 651 1436P.H.F.0.92 0.94 0.96 0.92 0.91 0.94 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-017Project# Carlsbad Blvd btwn Avenida Encinas & La Costa Ave Tuesday, July 31, 2012 Wednesday, August 01, 2012 Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue Tuesday, July 31, 2012 End Time 31-Jul 1:00 AM 29 2:00 AM 8 3:00 AM 17 4:00 AM 6 5:00 AM 11 6:00 AM 84 7:00 AM 343 8:00 AM 851 9:00 AM 977 10:00 AM 809 11:00 AM 881 12:00 PM 1,030 1:00 PM 1,118 2:00 PM 1,136 3:00 PM 1,178 4:00 PM 1,240 5:00 PM 1,339 6:00 PM 1,343 7:00 PM 1,074 8:00 PM 788 9:00 PM 539 10:00 PM 271 11:00 PM 182 12:00 AM 105 Total 15359 0 200 400 600 800 1,000 1,200 1,400 1,600 Total Volume (Both Directions)24-Hour Volume Plot Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue Wednesday, August 1, 2012 End Time 1-Aug 1:00 AM 57 2:00 AM 35 3:00 AM 12 4:00 AM 11 5:00 AM 14 6:00 AM 91 7:00 AM 323 8:00 AM 774 9:00 AM 1,096 10:00 AM 906 11:00 AM 961 12:00 PM 1,042 1:00 PM 1,201 2:00 PM 1,405 3:00 PM 1,275 4:00 PM 1,291 5:00 PM 1,309 6:00 PM 1,528 7:00 PM 1,233 8:00 PM 921 9:00 PM 637 10:00 PM 349 11:00 PM 235 12:00 AM 112 Total 16818 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 43 28 12:00 265 288 00:15 50 15 12:15 264 282 00:30 31 12 12:30 258 245 00:45 33 157 14 69 226 12:45 240 1027 249 1064 2091 01:00 22 10 13:00 265 249 01:15 10 7 13:15 266 233 01:30 16 8 13:30 262 244 01:45 12 60 4 29 89 13:45 296 1089 291 1017 2106 02:00 13 5 14:00 291 254 02:15 13 6 14:15 298 277 02:30 9 6 14:30 309 247 02:45 10 45 6 23 68 14:45 313 1211 259 1037 2248 03:00 5 9 15:00 310 264 03:15 11 9 15:15 322 298 03:30 7 13 15:30 312 278 03:45 18 41 9 40 81 15:45 344 1288 278 1118 2406 04:00 8 15 16:00 322 256 04:15 16 14 16:15 351 272 04:30 18 32 16:30 377 321 04:45 28 70 38 99 169 16:45 358 1408 305 1154 2562 05:00 19 51 17:00 366 331 05:15 43 98 17:15 378 372 05:30 60 111 17:30 407 325 05:45 85 207 120 380 587 17:45 378 1529 298 1326 2855 06:00 91 168 18:00 377 279 06:15 122 220 18:15 349 261 06:30 159 281 18:30 341 235 06:45 183 555 316 985 1540 18:45 291 1358 203 978 2336 07:00 187 331 19:00 274 208 07:15 199 329 19:15 254 175 07:30 256 350 19:30 210 149 07:45 295 937 337 1347 2284 19:45 238 976 120 652 1628 08:00 242 320 20:00 230 136 08:15 286 320 20:15 220 122 08:30 261 354 20:30 202 120 08:45 268 1057 306 1300 2357 20:45 181 833 95 473 1306 09:00 252 283 21:00 198 103 09:15 270 265 21:15 173 89 09:30 256 308 21:30 150 68 09:45 250 1028 258 1114 2142 21:45 159 680 76 336 1016 10:00 229 230 22:00 140 56 10:15 238 282 22:15 120 47 10:30 216 268 22:30 113 62 10:45 211 894 247 1027 1921 22:45 103 476 55 220 696 11:00 204 269 23:00 80 44 11:15 252 269 23:15 72 30 11:30 240 266 23:30 59 26 11:45 251 947 248 1052 1999 23:45 49 260 16 116 376 Total Vol.5998 7465 13463 12135 9491 21626 NB SB EB WB Combined 18133 16956 35089 Split %44.6%55.4%38.4%56.1%43.9%61.6% Peak Hour 07:45 07:00 07:45 17:15 16:45 17:00 Volume 1084 1347 2415 1540 1333 2855P.H.F.0.92 0.96 0.96 0.95 0.90 0.95 Prepared by: Field Data Services of Arizona (520) 316-6745 La Costa Ave btwn Piraeus St & Saxony Rd PM Project#Tuesday, August 07, 2012 AM Daily Totals 12-1148-018 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 50 24 12:00 279 279 00:15 42 20 12:15 264 284 00:30 24 16 12:30 242 275 00:45 29 145 5 65 210 12:45 242 1027 280 1118 2145 01:00 29 14 13:00 287 248 01:15 18 4 13:15 256 261 01:30 18 14 13:30 263 273 01:45 15 80 7 39 119 13:45 275 1081 262 1044 2125 02:00 15 9 14:00 273 243 02:15 13 12 14:15 287 243 02:30 4 4 14:30 324 289 02:45 7 39 7 32 71 14:45 323 1207 261 1036 2243 03:00 10 10 15:00 284 251 03:15 10 4 15:15 338 281 03:30 5 6 15:30 315 323 03:45 11 36 10 30 66 15:45 318 1255 270 1125 2380 04:00 3 15 16:00 360 289 04:15 2 23 16:15 320 297 04:30 16 29 16:30 358 315 04:45 24 45 43 110 155 16:45 380 1418 303 1204 2622 05:00 27 57 17:00 359 325 05:15 18 93 17:15 357 328 05:30 51 97 17:30 395 331 05:45 92 188 138 385 573 17:45 381 1492 302 1286 2778 06:00 58 164 18:00 325 281 06:15 112 198 18:15 383 303 06:30 143 243 18:30 360 253 06:45 186 499 303 908 1407 18:45 342 1410 203 1040 2450 07:00 161 346 19:00 319 208 07:15 219 342 19:15 321 207 07:30 243 311 19:30 245 180 07:45 328 951 325 1324 2275 19:45 269 1154 153 748 1902 08:00 282 294 20:00 257 119 08:15 296 333 20:15 244 124 08:30 341 297 20:30 204 91 08:45 326 1245 343 1267 2512 20:45 197 902 116 450 1352 09:00 211 278 21:00 208 107 09:15 262 299 21:15 173 78 09:30 229 323 21:30 148 75 09:45 297 999 295 1195 2194 21:45 107 636 78 338 974 10:00 208 278 22:00 109 63 10:15 212 296 22:15 126 52 10:30 249 293 22:30 83 51 10:45 230 899 250 1117 2016 22:45 91 409 46 212 621 11:00 218 229 23:00 82 46 11:15 224 293 23:15 76 43 11:30 235 280 23:30 61 28 11:45 251 928 310 1112 2040 23:45 61 280 25 142 422 Total Vol.6054 7584 13638 12271 9743 22014 NB SB EB WB Combined 18325 17327 35652 Split %44.4%55.6%38.3%55.7%44.3%61.7% Peak Hour 07:45 07:00 08:00 17:00 16:45 16:45 Volume 1247 1324 2512 1492 1287 2778P.H.F.0.91 0.96 0.94 0.94 0.97 0.96 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# La Costa Ave btwn Piraeus St & Saxony Rd Wednesday, August 08, 2012 12-1148-018 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 47 26 12:00 0 0 272 284 00:15 0 0 46 18 12:15 0 0 264 283 00:30 0 0 28 14 12:30 0 0 250 260 00:45 0 0 0 0 31 151 10 67 218 12:45 0 0 0 0 241 1027 265 1091 2118 01:00 0 0 26 12 13:00 0 0 276 249 01:15 0 0 14 6 13:15 0 0 261 247 01:30 0 0 17 11 13:30 0 0 263 259 01:45 0 0 0 0 14 70 6 34 104 13:45 0 0 0 0 286 1085 277 1031 2116 02:00 0 0 14 7 14:00 0 0 282 249 02:15 0 0 13 9 14:15 0 0 293 260 02:30 0 0 7 5 14:30 0 0 317 268 02:45 0 0 0 0 9 42 7 28 70 14:45 0 0 0 0 318 1209 260 1037 2246 03:00 0 0 8 10 15:00 0 0 297 258 03:15 0 0 11 7 15:15 0 0 330 290 03:30 0 0 6 10 15:30 0 0 314 301 03:45 0 0 0 0 15 39 10 35 74 15:45 0 0 0 0 331 1272 274 1122 2393 04:00 0 0 6 15 16:00 0 0 341 273 04:15 0 0 9 19 16:15 0 0 336 285 04:30 0 0 17 31 16:30 0 0 368 318 04:45 0 0 0 0 26 58 41 105 162 16:45 0 0 0 0 369 1413 304 1179 2592 05:00 0 0 23 54 17:00 0 0 363 328 05:15 0 0 31 96 17:15 0 0 368 350 05:30 0 0 56 104 17:30 0 0 401 328 05:45 0 0 0 0 89 198 129 383 580 17:45 0 0 0 0 380 1511 300 1306 2817 06:00 0 0 75 166 18:00 0 0 351 280 06:15 0 0 117 209 18:15 0 0 366 282 06:30 0 0 151 262 18:30 0 0 351 244 06:45 0 0 0 0 185 527 310 947 1474 18:45 0 0 0 0 317 1384 203 1009 2393 07:00 0 0 174 339 19:00 0 0 297 208 07:15 0 0 209 336 19:15 0 0 288 191 07:30 0 0 250 331 19:30 0 0 228 165 07:45 0 0 0 0 312 944 331 1336 2280 19:45 0 0 0 0 254 1065 137 700 1765 08:00 0 0 262 307 20:00 0 0 244 128 08:15 0 0 291 327 20:15 0 0 232 123 08:30 0 0 301 326 20:30 0 0 203 106 08:45 0 0 0 0 297 1151 325 1284 2435 20:45 0 0 0 0 189 868 106 462 1329 09:00 0 0 232 281 21:00 0 0 203 105 09:15 0 0 266 282 21:15 0 0 173 84 09:30 0 0 243 316 21:30 0 0 149 72 09:45 0 0 0 0 274 1014 277 1155 2168 21:45 0 0 0 0 133 658 77 337 995 10:00 0 0 219 254 22:00 0 0 125 60 10:15 0 0 225 289 22:15 0 0 123 50 10:30 0 0 233 281 22:30 0 0 98 57 10:45 0 0 0 0 221 897 249 1072 1969 22:45 0 0 0 0 97 443 51 216 659 11:00 0 0 211 249 23:00 0 0 81 45 11:15 0 0 238 281 23:15 0 0 74 37 11:30 0 0 238 273 23:30 0 0 60 27 11:45 0 0 0 0 251 938 279 1082 2020 23:45 0 0 0 0 55 270 21 129 399 Total Vol.6026 7525 13551 12203 9617 21820 NB SB Combined 18229 17142 35371 Split %44.5%55.5%38.3%55.9%44.1%61.7% Peak Hour 07:45 07:00 07:45 17:00 16:45 17:00 Volume 1166 1336 2456 1511 1310 2817P.H.F.0.94 0.99 0.96 0.94 0.94 0.97 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-018Project# La Costa Ave btwn Piraeus St & Saxony Rd Tuesday, August 07, 2012 Wednesday, August 08, 2012 AM PM Daily Totals 2-DAY AVERAGE La Costa Avenue Between Piraeus Street and Saxony Road Tuesday, August 7, 2012 End Time 7-Aug 1:00 AM 226 2:00 AM 89 3:00 AM 68 4:00 AM 81 5:00 AM 169 6:00 AM 587 7:00 AM 1,540 8:00 AM 2,284 9:00 AM 2,357 10:00 AM 2,142 11:00 AM 1,921 12:00 PM 1,999 1:00 PM 2,091 2:00 PM 2,106 3:00 PM 2,248 4:00 PM 2,406 5:00 PM 2,562 6:00 PM 2,855 7:00 PM 2,336 8:00 PM 1,628 9:00 PM 1,306 10:00 PM 1,016 11:00 PM 696 12:00 AM 376 Total 35089 0 500 1,000 1,500 2,000 2,500 3,000 Total Volume (Both Directions)24-Hour Volume Plot La Costa Avenue Between Piraeus Street and Saxony Road Wednesday, August 8, 2012 End Time 8-Aug 1:00 AM 210 2:00 AM 119 3:00 AM 71 4:00 AM 66 5:00 AM 155 6:00 AM 573 7:00 AM 1,407 8:00 AM 2,275 9:00 AM 2,512 10:00 AM 2,194 11:00 AM 2,016 12:00 PM 2,040 1:00 PM 2,145 2:00 PM 2,125 3:00 PM 2,243 4:00 PM 2,380 5:00 PM 2,622 6:00 PM 2,778 7:00 PM 2,450 8:00 PM 1,902 9:00 PM 1,352 10:00 PM 974 11:00 PM 621 12:00 AM 422 Total 35652 0 500 1,000 1,500 2,000 2,500 3,000 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 12 11 12:00 90 123 00:15 17 7 12:15 81 99 00:30 9 2 12:30 79 99 00:45 3 41 2 22 63 12:45 90 340 74 395 735 01:00 3 1 13:00 95 93 01:15 2 5 13:15 89 96 01:30 6 4 13:30 84 89 01:45 7 18 2 12 30 13:45 107 375 74 352 727 02:00 3 1 14:00 86 68 02:15 0 1 14:15 115 85 02:30 3 1 14:30 121 81 02:45 0 6 0 3 9 14:45 105 427 79 313 740 03:00 1 3 15:00 96 110 03:15 1 2 15:15 119 77 03:30 1 3 15:30 123 103 03:45 1 4 6 14 18 15:45 128 466 90 380 846 04:00 2 4 16:00 113 96 04:15 1 8 16:15 141 85 04:30 5 8 16:30 148 81 04:45 2 10 15 35 45 16:45 158 560 73 335 895 05:00 1 20 17:00 173 101 05:15 6 27 17:15 141 111 05:30 7 36 17:30 150 105 05:45 23 37 48 131 168 17:45 147 611 103 420 1031 06:00 23 48 18:00 145 102 06:15 32 80 18:15 152 88 06:30 23 78 18:30 145 97 06:45 41 119 112 318 437 18:45 105 547 71 358 905 07:00 46 97 19:00 138 66 07:15 61 126 19:15 98 68 07:30 45 134 19:30 91 47 07:45 71 223 148 505 728 19:45 82 409 52 233 642 08:00 59 123 20:00 80 51 08:15 59 125 20:15 82 41 08:30 72 125 20:30 81 56 08:45 79 269 139 512 781 20:45 82 325 36 184 509 09:00 84 113 21:00 66 52 09:15 78 105 21:15 67 29 09:30 72 102 21:30 69 34 09:45 53 287 91 411 698 21:45 49 251 27 142 393 10:00 57 86 22:00 52 22 10:15 71 84 22:15 44 14 10:30 69 93 22:30 47 13 10:45 74 271 104 367 638 22:45 37 180 17 66 246 11:00 76 88 23:00 22 9 11:15 74 94 23:15 22 12 11:30 89 89 23:30 27 11 11:45 99 338 80 351 689 23:45 17 88 2 34 122 Total Vol.1623 2681 4304 4579 3212 7791 NB SB EB WB Combined 6202 5893 12095 Split %37.7%62.3%35.6%58.8%41.2%64.4% Peak Hour 11:30 07:15 08:15 16:45 17:15 17:00 Volume 359 531 796 622 421 1031P.H.F.0.91 0.90 0.91 0.90 0.95 0.94 Prepared by: Field Data Services of Arizona (520) 316-6745 La Costa Ave btwn Romeria St & Cadencia St PM Project#Tuesday, July 17, 2012 AM Daily Totals 12-1148-019 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 6 12:00 85 98 00:15 8 5 12:15 92 112 00:30 17 8 12:30 101 110 00:45 5 42 2 21 63 12:45 79 357 109 429 786 01:00 5 6 13:00 76 83 01:15 6 2 13:15 81 83 01:30 6 4 13:30 89 85 01:45 4 21 1 13 34 13:45 83 329 101 352 681 02:00 5 2 14:00 93 83 02:15 4 2 14:15 120 79 02:30 1 1 14:30 115 81 02:45 1 11 3 8 19 14:45 92 420 79 322 742 03:00 0 2 15:00 99 88 03:15 1 0 15:15 114 82 03:30 2 3 15:30 137 89 03:45 1 4 4 9 13 15:45 135 485 78 337 822 04:00 1 4 16:00 126 100 04:15 0 8 16:15 122 89 04:30 4 7 16:30 137 74 04:45 3 8 9 28 36 16:45 139 524 104 367 891 05:00 10 17 17:00 126 85 05:15 6 24 17:15 165 88 05:30 6 38 17:30 168 82 05:45 17 39 50 129 168 17:45 132 591 79 334 925 06:00 24 44 18:00 122 102 06:15 25 80 18:15 127 92 06:30 27 78 18:30 128 92 06:45 35 111 97 299 410 18:45 121 498 70 356 854 07:00 39 106 19:00 109 60 07:15 64 130 19:15 102 58 07:30 58 130 19:30 103 39 07:45 75 236 135 501 737 19:45 98 412 58 215 627 08:00 61 144 20:00 98 35 08:15 57 110 20:15 83 36 08:30 86 120 20:30 90 42 08:45 94 298 113 487 785 20:45 64 335 38 151 486 09:00 75 109 21:00 67 32 09:15 68 99 21:15 68 32 09:30 75 114 21:30 62 30 09:45 83 301 96 418 719 21:45 39 236 29 123 359 10:00 73 93 22:00 34 23 10:15 76 107 22:15 43 21 10:30 72 116 22:30 40 19 10:45 84 305 101 417 722 22:45 33 150 19 82 232 11:00 93 80 23:00 33 14 11:15 78 90 23:15 22 16 11:30 86 95 23:30 22 11 11:45 110 367 108 373 740 23:45 13 90 9 50 140 Total Vol.1743 2703 4446 4427 3118 7545 NB SB EB WB Combined 6170 5821 11991 Split %39.2%60.8%37.1%58.7%41.3%62.9% Peak Hour 11:45 07:15 11:45 16:45 12:00 16:45 Volume 388 539 816 598 429 957P.H.F.0.88 0.94 0.94 0.89 0.96 0.95 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# La Costa Ave btwn Romeria St & Cadencia St Wednesday, July 18, 2012 12-1148-019 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 12 9 12:00 0 0 88 111 00:15 0 0 13 6 12:15 0 0 87 106 00:30 0 0 13 5 12:30 0 0 90 105 00:45 0 0 0 0 4 42 2 22 63 12:45 0 0 0 0 85 349 92 412 761 01:00 0 0 4 4 13:00 0 0 86 88 01:15 0 0 4 4 13:15 0 0 85 90 01:30 0 0 6 4 13:30 0 0 87 87 01:45 0 0 0 0 6 20 2 13 32 13:45 0 0 0 0 95 352 88 352 704 02:00 0 0 4 2 14:00 0 0 90 76 02:15 0 0 2 2 14:15 0 0 118 82 02:30 0 0 2 1 14:30 0 0 118 81 02:45 0 0 0 0 1 9 2 6 14 14:45 0 0 0 0 99 424 79 318 741 03:00 0 0 1 3 15:00 0 0 98 99 03:15 0 0 1 1 15:15 0 0 117 80 03:30 0 0 2 3 15:30 0 0 130 96 03:45 0 0 0 0 1 4 5 12 16 15:45 0 0 0 0 132 476 84 359 834 04:00 0 0 2 4 16:00 0 0 120 98 04:15 0 0 1 8 16:15 0 0 132 87 04:30 0 0 5 8 16:30 0 0 143 78 04:45 0 0 0 0 3 9 12 32 41 16:45 0 0 0 0 149 542 89 351 893 05:00 0 0 6 19 17:00 0 0 150 93 05:15 0 0 6 26 17:15 0 0 153 100 05:30 0 0 7 37 17:30 0 0 159 94 05:45 0 0 0 0 20 38 49 130 168 17:45 0 0 0 0 140 601 91 377 978 06:00 0 0 24 46 18:00 0 0 134 102 06:15 0 0 29 80 18:15 0 0 140 90 06:30 0 0 25 78 18:30 0 0 137 95 06:45 0 0 0 0 38 115 105 309 424 18:45 0 0 0 0 113 523 71 357 880 07:00 0 0 43 102 19:00 0 0 124 63 07:15 0 0 63 128 19:15 0 0 100 63 07:30 0 0 52 132 19:30 0 0 97 43 07:45 0 0 0 0 73 230 142 503 733 19:45 0 0 0 0 90 411 55 224 635 08:00 0 0 60 134 20:00 0 0 89 43 08:15 0 0 58 118 20:15 0 0 83 39 08:30 0 0 79 123 20:30 0 0 86 49 08:45 0 0 0 0 87 284 126 500 783 20:45 0 0 0 0 73 330 37 168 498 09:00 0 0 80 111 21:00 0 0 67 42 09:15 0 0 73 102 21:15 0 0 68 31 09:30 0 0 74 108 21:30 0 0 66 32 09:45 0 0 0 0 68 294 94 415 709 21:45 0 0 0 0 44 244 28 133 376 10:00 0 0 65 90 22:00 0 0 43 23 10:15 0 0 74 96 22:15 0 0 44 18 10:30 0 0 71 105 22:30 0 0 44 16 10:45 0 0 0 0 79 288 103 392 680 22:45 0 0 0 0 35 165 18 74 239 11:00 0 0 85 84 23:00 0 0 28 12 11:15 0 0 76 92 23:15 0 0 22 14 11:30 0 0 88 92 23:30 0 0 25 11 11:45 0 0 0 0 105 353 94 362 715 23:45 0 0 0 0 15 89 6 42 131 Total Vol.1683 2692 4375 4503 3165 7668 NB SB Combined 6186 5857 12043 Split %38.5%61.5%36.3%58.7%41.3%63.7% Peak Hour 11:45 07:15 07:45 16:45 12:00 16:45 Volume 369 535 785 610 412 985P.H.F.0.88 0.95 0.91 0.96 0.93 0.97 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-019Project# La Costa Ave btwn Romeria St & Cadencia St Tuesday, July 17, 2012 Wednesday, July 18, 2012 AM PM Daily Totals 2-DAY AVERAGE La Costa Avenue Between Romeria Street and Cadencia Street Tuesday, July 17, 2012 End Time 17-Jul 1:00 AM 63 2:00 AM 30 3:00 AM 9 4:00 AM 18 5:00 AM 45 6:00 AM 168 7:00 AM 437 8:00 AM 728 9:00 AM 781 10:00 AM 698 11:00 AM 638 12:00 PM 689 1:00 PM 735 2:00 PM 727 3:00 PM 740 4:00 PM 846 5:00 PM 895 6:00 PM 1,031 7:00 PM 905 8:00 PM 642 9:00 PM 509 10:00 PM 393 11:00 PM 246 12:00 AM 122 Total 12095 0 200 400 600 800 1,000 1,200 Total Volume (Both Directions)24-Hour Volume Plot La Costa Avenue Between Romeria Street and Cadencia Street Wednesday, July 18, 2012 End Time 18-Jul 1:00 AM 63 2:00 AM 34 3:00 AM 19 4:00 AM 13 5:00 AM 36 6:00 AM 168 7:00 AM 410 8:00 AM 737 9:00 AM 785 10:00 AM 719 11:00 AM 722 12:00 PM 740 1:00 PM 786 2:00 PM 681 3:00 PM 742 4:00 PM 822 5:00 PM 891 6:00 PM 925 7:00 PM 854 8:00 PM 627 9:00 PM 486 10:00 PM 359 11:00 PM 232 12:00 AM 140 Total 11991 0 200 400 600 800 1,000 1,200 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 MID-BLOCK COUNT SUMMARY Number: 20 Location: Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 21 12:00 181 233 00:15 19 25 12:15 208 216 00:30 17 9 12:30 212 236 00:45 8 73 20 75 148 12:45 243 844 188 873 1717 01:00 14 8 13:00 231 226 01:15 8 9 13:15 247 225 01:30 6 6 13:30 234 216 01:45 9 37 9 32 69 13:45 307 1019 182 849 1868 02:00 8 7 14:00 251 185 02:15 8 8 14:15 260 175 02:30 2 9 14:30 282 211 02:45 2 20 7 31 51 14:45 370 1163 214 785 1948 03:00 1 9 15:00 277 177 03:15 2 8 15:15 349 222 03:30 4 10 15:30 256 217 03:45 8 15 13 40 55 15:45 293 1175 213 829 2004 04:00 16 12 16:00 271 249 04:15 3 15 16:15 384 239 04:30 9 30 16:30 355 238 04:45 22 50 33 90 140 16:45 306 1316 238 964 2280 05:00 27 39 17:00 280 279 05:15 25 50 17:15 334 286 05:30 55 64 17:30 327 269 05:45 69 176 109 262 438 17:45 339 1280 248 1082 2362 06:00 72 124 18:00 317 230 06:15 95 184 18:15 272 224 06:30 113 297 18:30 301 188 06:45 146 426 333 938 1364 18:45 277 1167 186 828 1995 07:00 143 323 19:00 222 164 07:15 209 370 19:15 209 174 07:30 191 408 19:30 177 116 07:45 238 781 414 1515 2296 19:45 171 779 123 577 1356 08:00 217 354 20:00 173 119 08:15 242 366 20:15 123 116 08:30 216 330 20:30 159 131 08:45 238 913 330 1380 2293 20:45 137 592 113 479 1071 09:00 215 289 21:00 107 115 09:15 228 238 21:15 145 85 09:30 262 252 21:30 130 94 09:45 225 930 211 990 1920 21:45 87 469 84 378 847 10:00 193 192 22:00 127 85 10:15 218 213 22:15 115 53 10:30 235 207 22:30 73 55 10:45 256 902 232 844 1746 22:45 67 382 38 231 613 11:00 238 192 23:00 62 27 11:15 207 216 23:15 68 39 11:30 239 222 23:30 51 35 11:45 230 914 215 845 1759 23:45 32 213 19 120 333 Total Vol.5237 7042 12279 10399 7995 18394 NB SB EB WB Combined 15636 15037 30673 Split %42.7%57.3%40.0%56.5%43.5%60.0% Peak Hour 10:15 07:15 07:30 16:15 17:00 17:00 Volume 947 1546 2430 1325 1082 2362P.H.F.0.92 0.93 0.93 0.86 0.95 0.95 Prepared by: Field Data Services of Arizona (520) 316-6745 Rncho Santa Fe Rd btwn La Csta Mdws Dr & San Elijo Rd PM Project#Tuesday, July 17, 2012 AM Daily Totals 12-1148-020 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 35 23 12:00 220 232 00:15 33 13 12:15 257 225 00:30 10 21 12:30 249 223 00:45 7 85 16 73 158 12:45 256 982 185 865 1847 01:00 13 21 13:00 270 211 01:15 16 14 13:15 260 211 01:30 13 11 13:30 288 213 01:45 5 47 7 53 100 13:45 244 1062 214 849 1911 02:00 7 7 14:00 297 180 02:15 6 10 14:15 288 205 02:30 9 12 14:30 292 206 02:45 6 28 15 44 72 14:45 303 1180 202 793 1973 03:00 1 7 15:00 313 211 03:15 3 7 15:15 329 203 03:30 6 13 15:30 271 218 03:45 6 16 14 41 57 15:45 294 1207 206 838 2045 04:00 11 14 16:00 269 216 04:15 11 22 16:15 401 215 04:30 18 19 16:30 367 224 04:45 12 52 36 91 143 16:45 311 1348 247 902 2250 05:00 25 39 17:00 278 268 05:15 26 47 17:15 294 285 05:30 51 78 17:30 366 246 05:45 73 175 120 284 459 17:45 351 1289 225 1024 2313 06:00 87 109 18:00 296 223 06:15 95 188 18:15 268 212 06:30 123 286 18:30 265 197 06:45 150 455 349 932 1387 18:45 332 1161 206 838 1999 07:00 142 300 19:00 218 136 07:15 214 371 19:15 212 136 07:30 222 406 19:30 193 123 07:45 232 810 392 1469 2279 19:45 169 792 103 498 1290 08:00 216 375 20:00 183 126 08:15 238 363 20:15 195 126 08:30 208 338 20:30 159 95 08:45 220 882 342 1418 2300 20:45 159 696 124 471 1167 09:00 217 267 21:00 138 100 09:15 211 277 21:15 108 103 09:30 233 272 21:30 117 79 09:45 281 942 211 1027 1969 21:45 92 455 93 375 830 10:00 220 208 22:00 98 92 10:15 246 236 22:15 111 61 10:30 203 204 22:30 61 58 10:45 218 887 186 834 1721 22:45 75 345 39 250 595 11:00 214 225 23:00 54 54 11:15 234 197 23:15 72 34 11:30 228 204 23:30 46 33 11:45 195 871 201 827 1698 23:45 37 209 19 140 349 Total Vol.5250 7093 12343 10726 7843 18569 NB SB EB WB Combined 15976 14936 30912 Split %42.5%57.5%39.9%57.8%42.2%60.1% Peak Hour 09:30 07:15 07:30 16:15 16:45 17:00 Volume 980 1544 2444 1357 1046 2313P.H.F.0.87 0.95 0.97 0.85 0.92 0.94 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# Rncho Santa Fe Rd btwn La Csta Mdws Dr & San Elijo Rd Wednesday, July 18, 2012 12-1148-020 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 32 22 0 0 12:00 201 233 0 0 00:15 26 19 0 0 12:15 233 221 0 0 00:30 14 15 0 0 12:30 231 230 0 0 00:45 8 79 18 74 0 0 0 0 153 12:45 250 913 187 869 0 0 0 0 1782 01:00 14 15 0 0 13:00 251 219 0 0 01:15 12 12 0 0 13:15 254 218 0 0 01:30 10 9 0 0 13:30 261 215 0 0 01:45 7 42 8 43 0 0 0 0 85 13:45 276 1041 198 849 0 0 0 0 1890 02:00 8 7 0 0 14:00 274 183 0 0 02:15 7 9 0 0 14:15 274 190 0 0 02:30 6 11 0 0 14:30 287 209 0 0 02:45 4 24 11 38 0 0 0 0 62 14:45 337 1172 208 789 0 0 0 0 1961 03:00 1 8 0 0 15:00 295 194 0 0 03:15 3 8 0 0 15:15 339 213 0 0 03:30 5 12 0 0 15:30 264 218 0 0 03:45 7 16 14 41 0 0 0 0 56 15:45 294 1191 210 834 0 0 0 0 2025 04:00 14 13 0 0 16:00 270 233 0 0 04:15 7 19 0 0 16:15 393 227 0 0 04:30 14 25 0 0 16:30 361 231 0 0 04:45 17 51 35 91 0 0 0 0 142 16:45 309 1332 243 933 0 0 0 0 2265 05:00 26 39 0 0 17:00 279 274 0 0 05:15 26 49 0 0 17:15 314 286 0 0 05:30 53 71 0 0 17:30 347 258 0 0 05:45 71 176 115 273 0 0 0 0 449 17:45 345 1285 237 1053 0 0 0 0 2338 06:00 80 117 0 0 18:00 307 227 0 0 06:15 95 186 0 0 18:15 270 218 0 0 06:30 118 292 0 0 18:30 283 193 0 0 06:45 148 441 341 935 0 0 0 0 1376 18:45 305 1164 196 833 0 0 0 0 1997 07:00 143 312 0 0 19:00 220 150 0 0 07:15 212 371 0 0 19:15 211 155 0 0 07:30 207 407 0 0 19:30 185 120 0 0 07:45 235 796 403 1492 0 0 0 0 2288 19:45 170 786 113 538 0 0 0 0 1323 08:00 217 365 0 0 20:00 178 123 0 0 08:15 240 365 0 0 20:15 159 121 0 0 08:30 212 334 0 0 20:30 159 113 0 0 08:45 229 898 336 1399 0 0 0 0 2297 20:45 148 644 119 475 0 0 0 0 1119 09:00 216 278 0 0 21:00 123 108 0 0 09:15 220 258 0 0 21:15 127 94 0 0 09:30 248 262 0 0 21:30 124 87 0 0 09:45 253 936 211 1009 0 0 0 0 1945 21:45 90 462 89 377 0 0 0 0 839 10:00 207 200 0 0 22:00 113 89 0 0 10:15 232 225 0 0 22:15 113 57 0 0 10:30 219 206 0 0 22:30 67 57 0 0 10:45 237 895 209 839 0 0 0 0 1734 22:45 71 364 39 241 0 0 0 0 604 11:00 226 209 0 0 23:00 58 41 0 0 11:15 221 207 0 0 23:15 70 37 0 0 11:30 234 213 0 0 23:30 49 34 0 0 11:45 213 893 208 836 0 0 0 0 1729 23:45 35 211 19 130 0 0 0 0 341 Total Vol.5244 7068 12311 10563 7919 18482 NB SB Combined 15806 14987 30793 Split %42.6%57.4%40.0%57.2%42.8%60.0% Peak Hour 09:30 07:15 07:30 16:15 16:45 17:00 Volume 939 1545 2437 1341 1059 2338P.H.F.0.93 0.95 0.95 0.85 0.93 0.97 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-020Project# Rncho Santa Fe Rd btwn La Csta Mdws Dr & San Elijo Rd Tuesday, July 17, 2012 Wednesday, July 18, 2012 AM PM Daily Totals 2-DAY AVERAGE Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road Tuesday, July 17, 2012 End Time 17-Jul 1:00 AM 148 2:00 AM 69 3:00 AM 51 4:00 AM 55 5:00 AM 140 6:00 AM 438 7:00 AM 1,364 8:00 AM 2,296 9:00 AM 2,293 10:00 AM 1,920 11:00 AM 1,746 12:00 PM 1,759 1:00 PM 1,717 2:00 PM 1,868 3:00 PM 1,948 4:00 PM 2,004 5:00 PM 2,280 6:00 PM 2,362 7:00 PM 1,995 8:00 PM 1,356 9:00 PM 1,071 10:00 PM 847 11:00 PM 613 12:00 AM 333 Total 30673 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)End Time 24-Hour Volume Plot Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road Wednesday, July 18, 2012 End Time 18-Jul 1:00 AM 158 2:00 AM 100 3:00 AM 72 4:00 AM 57 5:00 AM 143 6:00 AM 459 7:00 AM 1,387 8:00 AM 2,279 9:00 AM 2,300 10:00 AM 1,969 11:00 AM 1,721 12:00 PM 1,698 1:00 PM 1,847 2:00 PM 1,911 3:00 PM 1,973 4:00 PM 2,045 5:00 PM 2,250 6:00 PM 2,313 7:00 PM 1,999 8:00 PM 1,290 9:00 PM 1,167 10:00 PM 830 11:00 PM 595 12:00 AM 349 Total 30912 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 24 26 12:00 191 191 00:15 17 8 12:15 198 212 00:30 15 6 12:30 184 199 00:45 13 69 7 47 116 12:45 185 758 200 802 1560 01:00 14 5 13:00 200 197 01:15 12 4 13:15 185 181 01:30 15 4 13:30 226 186 01:45 8 49 3 16 65 13:45 213 824 181 745 1569 02:00 4 2 14:00 176 174 02:15 5 3 14:15 205 168 02:30 1 6 14:30 179 197 02:45 4 14 4 15 29 14:45 211 771 193 732 1503 03:00 6 2 15:00 191 186 03:15 0 6 15:15 199 198 03:30 2 5 15:30 269 217 03:45 6 14 8 21 35 15:45 257 916 211 812 1728 04:00 4 8 16:00 218 237 04:15 4 8 16:15 225 207 04:30 10 13 16:30 257 207 04:45 13 31 23 52 83 16:45 221 921 249 900 1821 05:00 7 33 17:00 245 277 05:15 20 51 17:15 261 270 05:30 38 53 17:30 279 256 05:45 47 112 72 209 321 17:45 293 1078 219 1022 2100 06:00 33 94 18:00 268 216 06:15 64 123 18:15 276 228 06:30 78 146 18:30 244 188 06:45 122 297 158 521 818 18:45 202 990 172 804 1794 07:00 116 195 19:00 199 127 07:15 134 193 19:15 172 128 07:30 177 200 19:30 149 121 07:45 233 660 220 808 1468 19:45 150 670 114 490 1160 08:00 201 199 20:00 154 98 08:15 219 203 20:15 144 83 08:30 208 241 20:30 145 77 08:45 232 860 251 894 1754 20:45 123 566 54 312 878 09:00 193 192 21:00 129 58 09:15 164 166 21:15 101 72 09:30 197 173 21:30 109 65 09:45 170 724 206 737 1461 21:45 104 443 37 232 675 10:00 144 185 22:00 90 49 10:15 142 180 22:15 65 44 10:30 160 186 22:30 75 34 10:45 164 610 200 751 1361 22:45 67 297 29 156 453 11:00 154 211 23:00 64 28 11:15 161 177 23:15 28 19 11:30 176 201 23:30 33 22 11:45 209 700 227 816 1516 23:45 34 159 21 90 249 Total Vol.4140 4887 9027 8393 7097 15490 NB SB EB WB Combined 12533 11984 24517 Split %45.9%54.1%36.8%54.2%45.8%63.2% Peak Hour 07:45 08:00 08:00 17:30 16:45 17:00 Volume 861 894 1754 1116 1052 2100P.H.F.0.92 0.89 0.91 0.95 0.95 0.98 Prepared by: Field Data Services of Arizona (520) 316-6745 Poinsettia Ln btwn Paseo Del Norte & Batiquitos Dr PM Project#Tuesday, July 31, 2012 AM Daily Totals 12-1148-021 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 23 12:00 191 197 00:15 26 15 12:15 190 215 00:30 12 11 12:30 203 189 00:45 13 79 11 60 139 12:45 193 777 186 787 1564 01:00 18 5 13:00 207 195 01:15 5 6 13:15 179 196 01:30 9 3 13:30 212 176 01:45 10 42 6 20 62 13:45 214 812 167 734 1546 02:00 4 4 14:00 205 192 02:15 1 2 14:15 213 179 02:30 4 2 14:30 210 185 02:45 1 10 4 12 22 14:45 203 831 187 743 1574 03:00 6 5 15:00 187 198 03:15 0 2 15:15 242 174 03:30 1 2 15:30 230 200 03:45 6 13 6 15 28 15:45 210 869 222 794 1663 04:00 4 11 16:00 222 217 04:15 9 13 16:15 258 195 04:30 12 14 16:30 262 224 04:45 13 38 26 64 102 16:45 235 977 227 863 1840 05:00 9 32 17:00 257 274 05:15 26 59 17:15 293 288 05:30 34 42 17:30 257 261 05:45 46 115 75 208 323 17:45 272 1079 236 1059 2138 06:00 45 83 18:00 243 236 06:15 53 121 18:15 243 208 06:30 81 140 18:30 257 170 06:45 112 291 178 522 813 18:45 249 992 164 778 1770 07:00 100 182 19:00 187 162 07:15 155 190 19:15 195 158 07:30 181 208 19:30 187 115 07:45 227 663 230 810 1473 19:45 171 740 106 541 1281 08:00 232 224 20:00 187 100 08:15 243 231 20:15 156 95 08:30 227 268 20:30 170 72 08:45 242 944 249 972 1916 20:45 133 646 90 357 1003 09:00 221 222 21:00 145 107 09:15 201 212 21:15 114 69 09:30 143 193 21:30 92 52 09:45 183 748 214 841 1589 21:45 81 432 61 289 721 10:00 163 189 22:00 100 66 10:15 152 168 22:15 83 40 10:30 155 188 22:30 61 39 10:45 155 625 194 739 1364 22:45 63 307 48 193 500 11:00 166 162 23:00 38 27 11:15 166 191 23:15 36 28 11:30 135 213 23:30 34 24 11:45 186 653 194 760 1413 23:45 33 141 20 99 240 Total Vol.4221 5023 9244 8603 7237 15840 NB SB EB WB Combined 12824 12260 25084 Split %45.7%54.3%36.9%54.3%45.7%63.1% Peak Hour 08:00 08:00 08:00 17:00 17:00 17:00 Volume 944 972 1916 1079 1059 2138P.H.F.0.97 0.91 0.97 0.92 0.92 0.92 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# Poinsettia Ln btwn Paseo Del Norte & Batiquitos Dr Wednesday, August 01, 2012 12-1148-021 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 26 25 12:00 0 0 191 194 00:15 0 0 22 12 12:15 0 0 194 214 00:30 0 0 14 9 12:30 0 0 194 194 00:45 0 0 0 0 13 74 9 54 128 12:45 0 0 0 0 189 768 193 795 1562 01:00 0 0 16 5 13:00 0 0 204 196 01:15 0 0 9 5 13:15 0 0 182 189 01:30 0 0 12 4 13:30 0 0 219 181 01:45 0 0 0 0 9 46 5 18 64 13:45 0 0 0 0 214 818 174 740 1558 02:00 0 0 4 3 14:00 0 0 191 183 02:15 0 0 3 3 14:15 0 0 209 174 02:30 0 0 3 4 14:30 0 0 195 191 02:45 0 0 0 0 3 12 4 14 26 14:45 0 0 0 0 207 801 190 738 1539 03:00 0 0 6 4 15:00 0 0 189 192 03:15 0 0 0 4 15:15 0 0 221 186 03:30 0 0 2 4 15:30 0 0 250 209 03:45 0 0 0 0 6 14 7 18 32 15:45 0 0 0 0 234 893 217 803 1696 04:00 0 0 4 10 16:00 0 0 220 227 04:15 0 0 7 11 16:15 0 0 242 201 04:30 0 0 11 14 16:30 0 0 260 216 04:45 0 0 0 0 13 35 25 58 93 16:45 0 0 0 0 228 949 238 882 1831 05:00 0 0 8 33 17:00 0 0 251 276 05:15 0 0 23 55 17:15 0 0 277 279 05:30 0 0 36 48 17:30 0 0 268 259 05:45 0 0 0 0 47 114 74 209 322 17:45 0 0 0 0 283 1079 228 1041 2119 06:00 0 0 39 89 18:00 0 0 256 226 06:15 0 0 59 122 18:15 0 0 260 218 06:30 0 0 80 143 18:30 0 0 251 179 06:45 0 0 0 0 117 294 168 522 816 18:45 0 0 0 0 226 991 168 791 1782 07:00 0 0 108 189 19:00 0 0 193 145 07:15 0 0 145 192 19:15 0 0 184 143 07:30 0 0 179 204 19:30 0 0 168 118 07:45 0 0 0 0 230 662 225 809 1471 19:45 0 0 0 0 161 705 110 516 1221 08:00 0 0 217 212 20:00 0 0 171 99 08:15 0 0 231 217 20:15 0 0 150 89 08:30 0 0 218 255 20:30 0 0 158 75 08:45 0 0 0 0 237 902 250 933 1835 20:45 0 0 0 0 128 606 72 335 941 09:00 0 0 207 207 21:00 0 0 137 83 09:15 0 0 183 189 21:15 0 0 108 71 09:30 0 0 170 183 21:30 0 0 101 59 09:45 0 0 0 0 177 736 210 789 1525 21:45 0 0 0 0 93 438 49 261 698 10:00 0 0 154 187 22:00 0 0 95 58 10:15 0 0 147 174 22:15 0 0 74 42 10:30 0 0 158 187 22:30 0 0 68 37 10:45 0 0 0 0 160 618 197 745 1363 22:45 0 0 0 0 65 302 39 175 477 11:00 0 0 160 187 23:00 0 0 51 28 11:15 0 0 164 184 23:15 0 0 32 24 11:30 0 0 156 207 23:30 0 0 34 23 11:45 0 0 0 0 198 677 211 788 1465 23:45 0 0 0 0 34 150 21 95 245 Total Vol.4181 4955 9136 8498 7167 15665 NB SB Combined 12679 12122 24801 Split %45.8%54.2%36.8%54.2%45.8%63.2% Peak Hour 08:00 08:00 08:00 17:15 16:45 17:00 Volume 902 933 1835 1083 1051 2119P.H.F.0.95 0.92 0.94 0.96 0.94 0.95 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-021Project# Poinsettia Ln btwn Paseo Del Norte & Batiquitos Dr Tuesday, July 31, 2012 Wednesday, August 01, 2012 AM PM Daily Totals 2-DAY AVERAGE Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive Tuesday, July 31, 2012 End Time 31-Jul 1:00 AM 116 2:00 AM 65 3:00 AM 29 4:00 AM 35 5:00 AM 83 6:00 AM 321 7:00 AM 818 8:00 AM 1,468 9:00 AM 1,754 10:00 AM 1,461 11:00 AM 1,361 12:00 PM 1,516 1:00 PM 1,560 2:00 PM 1,569 3:00 PM 1,503 4:00 PM 1,728 5:00 PM 1,821 6:00 PM 2,100 7:00 PM 1,794 8:00 PM 1,160 9:00 PM 878 10:00 PM 675 11:00 PM 453 12:00 AM 249 Total 24517 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive Wednesday, August 1, 2012 End Time 1-Aug 1:00 AM 139 2:00 AM 62 3:00 AM 22 4:00 AM 28 5:00 AM 102 6:00 AM 323 7:00 AM 813 8:00 AM 1,473 9:00 AM 1,916 10:00 AM 1,589 11:00 AM 1,364 12:00 PM 1,413 1:00 PM 1,564 2:00 PM 1,546 3:00 PM 1,574 4:00 PM 1,663 5:00 PM 1,840 6:00 PM 2,138 7:00 PM 1,770 8:00 PM 1,281 9:00 PM 1,003 10:00 PM 721 11:00 PM 500 12:00 AM 240 Total 25084 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 4 12:00 66 86 00:15 6 9 12:15 57 69 00:30 8 6 12:30 67 69 00:45 2 23 1 20 43 12:45 60 250 68 292 542 01:00 2 0 13:00 69 78 01:15 1 1 13:15 57 59 01:30 6 2 13:30 52 54 01:45 2 11 3 6 17 13:45 60 238 53 244 482 02:00 5 2 14:00 57 60 02:15 2 0 14:15 54 53 02:30 0 0 14:30 63 58 02:45 1 8 3 5 13 14:45 59 233 54 225 458 03:00 3 2 15:00 63 57 03:15 1 2 15:15 66 51 03:30 3 4 15:30 68 65 03:45 0 7 1 9 16 15:45 81 278 62 235 513 04:00 0 4 16:00 85 56 04:15 0 1 16:15 75 57 04:30 4 7 16:30 85 65 04:45 0 4 8 20 24 16:45 101 346 58 236 582 05:00 0 18 17:00 110 59 05:15 1 17 17:15 127 74 05:30 6 24 17:30 101 68 05:45 6 13 32 91 104 17:45 117 455 63 264 719 06:00 8 37 18:00 83 54 06:15 9 42 18:15 98 55 06:30 7 69 18:30 107 48 06:45 12 36 86 234 270 18:45 70 358 40 197 555 07:00 18 85 19:00 90 33 07:15 19 86 19:15 61 42 07:30 30 106 19:30 66 33 07:45 42 109 131 408 517 19:45 48 265 29 137 402 08:00 53 106 20:00 60 47 08:15 43 112 20:15 50 35 08:30 45 95 20:30 48 22 08:45 51 192 92 405 597 20:45 40 198 21 125 323 09:00 34 78 21:00 37 22 09:15 34 60 21:15 34 28 09:30 38 57 21:30 29 24 09:45 38 144 54 249 393 21:45 26 126 20 94 220 10:00 48 51 22:00 23 18 10:15 27 61 22:15 23 20 10:30 41 54 22:30 19 7 10:45 31 147 67 233 380 22:45 14 79 3 48 127 11:00 42 71 23:00 15 11 11:15 56 55 23:15 13 4 11:30 49 55 23:30 8 10 11:45 62 209 75 256 465 23:45 14 50 5 30 80 Total Vol.903 1936 2839 2876 2127 5003 NB SB EB WB Combined 3779 4063 7842 Split %31.8%68.2%36.2%57.5%42.5%63.8% Peak Hour 11:45 07:30 07:45 17:00 12:00 17:00 Volume 252 455 627 455 292 719P.H.F.0.94 0.87 0.91 0.90 0.85 0.89 Prepared by: Field Data Services of Arizona (520) 316-6745 Tamarack Ave btwn El Camino Real & La Portalada Dr PM Project#Tuesday, July 10, 2012 AM Daily Totals 12-1148-022 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 4 12:00 68 81 00:15 4 5 12:15 67 65 00:30 10 5 12:30 59 48 00:45 5 31 2 16 47 12:45 53 247 86 280 527 01:00 6 4 13:00 52 78 01:15 4 1 13:15 47 50 01:30 1 2 13:30 51 65 01:45 3 14 1 8 22 13:45 63 213 52 245 458 02:00 3 1 14:00 52 55 02:15 0 2 14:15 44 51 02:30 0 1 14:30 66 44 02:45 0 3 0 4 7 14:45 66 228 64 214 442 03:00 1 1 15:00 58 59 03:15 1 5 15:15 57 67 03:30 1 1 15:30 55 48 03:45 1 4 5 12 16 15:45 67 237 55 229 466 04:00 1 2 16:00 90 61 04:15 0 5 16:15 88 75 04:30 1 10 16:30 74 58 04:45 3 5 18 35 40 16:45 97 349 63 257 606 05:00 0 18 17:00 106 51 05:15 3 17 17:15 100 55 05:30 5 24 17:30 96 70 05:45 5 13 30 89 102 17:45 95 397 58 234 631 06:00 10 38 18:00 89 63 06:15 3 40 18:15 71 62 06:30 17 70 18:30 73 78 06:45 17 47 88 236 283 18:45 81 314 54 257 571 07:00 17 77 19:00 63 34 07:15 27 99 19:15 60 33 07:30 34 120 19:30 58 33 07:45 49 127 133 429 556 19:45 41 222 47 147 369 08:00 57 124 20:00 39 35 08:15 51 119 20:15 51 22 08:30 40 88 20:30 57 29 08:45 60 208 109 440 648 20:45 51 198 33 119 317 09:00 40 95 21:00 54 25 09:15 32 76 21:15 43 26 09:30 34 92 21:30 43 17 09:45 42 148 74 337 485 21:45 36 176 19 87 263 10:00 43 51 22:00 20 15 10:15 34 46 22:15 40 6 10:30 58 65 22:30 21 14 10:45 53 188 63 225 413 22:45 23 104 10 45 149 11:00 46 48 23:00 20 9 11:15 56 59 23:15 10 9 11:30 57 72 23:30 12 7 11:45 60 219 69 248 467 23:45 14 56 1 26 82 Total Vol.1007 2079 3086 2741 2140 4881 NB SB EB WB Combined 3748 4219 7967 Split %32.6%67.4%38.7%56.2%43.8%61.3% Peak Hour 11:45 07:30 07:30 16:45 12:00 16:45 Volume 254 496 687 399 280 638P.H.F.0.93 0.93 0.94 0.94 0.81 0.96 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# Tamarack Ave btwn El Camino Real & La Portalada Dr Wednesday, July 11, 2012 12-1148-022 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 10 4 12:00 0 0 67 84 00:15 0 0 5 7 12:15 0 0 62 67 00:30 0 0 9 6 12:30 0 0 63 59 00:45 0 0 0 0 4 27 2 18 45 12:45 0 0 0 0 57 249 77 286 535 01:00 0 0 4 2 13:00 0 0 61 78 01:15 0 0 3 1 13:15 0 0 52 55 01:30 0 0 4 2 13:30 0 0 52 60 01:45 0 0 0 0 3 13 2 7 20 13:45 0 0 0 0 62 226 53 245 470 02:00 0 0 4 2 14:00 0 0 55 58 02:15 0 0 1 1 14:15 0 0 49 52 02:30 0 0 0 1 14:30 0 0 65 51 02:45 0 0 0 0 1 6 2 5 10 14:45 0 0 0 0 63 231 59 220 450 03:00 0 0 2 2 15:00 0 0 61 58 03:15 0 0 1 4 15:15 0 0 62 59 03:30 0 0 2 3 15:30 0 0 62 57 03:45 0 0 0 0 1 6 3 11 16 15:45 0 0 0 0 74 258 59 232 490 04:00 0 0 1 3 16:00 0 0 88 59 04:15 0 0 0 3 16:15 0 0 82 66 04:30 0 0 3 9 16:30 0 0 80 62 04:45 0 0 0 0 2 5 13 28 32 16:45 0 0 0 0 99 348 61 247 594 05:00 0 0 0 18 17:00 0 0 108 55 05:15 0 0 2 17 17:15 0 0 114 65 05:30 0 0 6 24 17:30 0 0 99 69 05:45 0 0 0 0 6 13 31 90 103 17:45 0 0 0 0 106 426 61 249 675 06:00 0 0 9 38 18:00 0 0 86 59 06:15 0 0 6 41 18:15 0 0 85 59 06:30 0 0 12 70 18:30 0 0 90 63 06:45 0 0 0 0 15 42 87 235 277 18:45 0 0 0 0 76 336 47 227 563 07:00 0 0 18 81 19:00 0 0 77 34 07:15 0 0 23 93 19:15 0 0 61 38 07:30 0 0 32 113 19:30 0 0 62 33 07:45 0 0 0 0 46 118 132 419 537 19:45 0 0 0 0 45 244 38 142 386 08:00 0 0 55 115 20:00 0 0 50 41 08:15 0 0 47 116 20:15 0 0 51 29 08:30 0 0 43 92 20:30 0 0 53 26 08:45 0 0 0 0 56 200 101 423 623 20:45 0 0 0 0 46 198 27 122 320 09:00 0 0 37 87 21:00 0 0 46 24 09:15 0 0 33 68 21:15 0 0 39 27 09:30 0 0 36 75 21:30 0 0 36 21 09:45 0 0 0 0 40 146 64 293 439 21:45 0 0 0 0 31 151 20 91 242 10:00 0 0 46 51 22:00 0 0 22 17 10:15 0 0 31 54 22:15 0 0 32 13 10:30 0 0 50 60 22:30 0 0 20 11 10:45 0 0 0 0 42 168 65 229 397 22:45 0 0 0 0 19 92 7 47 138 11:00 0 0 44 60 23:00 0 0 18 10 11:15 0 0 56 57 23:15 0 0 12 7 11:30 0 0 53 64 23:30 0 0 10 9 11:45 0 0 0 0 61 214 72 252 466 23:45 0 0 0 0 14 53 3 28 81 Total Vol.955 2008 2963 2809 2134 4942 NB SB Combined 3764 4141 7905 Split %32.2%67.8%37.5%56.8%43.2%62.5% Peak Hour 11:45 07:30 07:30 17:00 12:00 17:00 Volume 253 476 655 426 286 675P.H.F.0.94 0.90 0.92 0.94 0.86 0.95 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-022Project# Tamarack Ave btwn El Camino Real & La Portalada Dr Tuesday, July 10, 2012 Wednesday, July 11, 2012 AM PM Daily Totals 2-DAY AVERAGE Tamarack Avenue Between El Camino Real and La Portalada Drive Tuesday, July 10, 2012 End Time 10-Jul 1:00 AM 43 2:00 AM 17 3:00 AM 13 4:00 AM 16 5:00 AM 24 6:00 AM 104 7:00 AM 270 8:00 AM 517 9:00 AM 597 10:00 AM 393 11:00 AM 380 12:00 PM 465 1:00 PM 542 2:00 PM 482 3:00 PM 458 4:00 PM 513 5:00 PM 582 6:00 PM 719 7:00 PM 555 8:00 PM 402 9:00 PM 323 10:00 PM 220 11:00 PM 127 12:00 AM 80 Total 7842 0 100 200 300 400 500 600 700 800 Total Volume (Both Directions)24-Hour Volume Plots Tamarack Avenue Between El Camino Real and La Portalada Drive Wednesday, July 11, 2012 End Time 11-Jul 1:00 AM 47 2:00 AM 22 3:00 AM 7 4:00 AM 16 5:00 AM 40 6:00 AM 102 7:00 AM 283 8:00 AM 556 9:00 AM 648 10:00 AM 485 11:00 AM 413 12:00 PM 467 1:00 PM 527 2:00 PM 458 3:00 PM 442 4:00 PM 466 5:00 PM 606 6:00 PM 631 7:00 PM 571 8:00 PM 369 9:00 PM 317 10:00 PM 263 11:00 PM 149 12:00 AM 82 Total 7967 0 100 200 300 400 500 600 700 Total Volume (Both Directions)24-Hour Volume Plots CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 21 6 12:00 233 177 00:15 12 7 12:15 193 191 00:30 14 5 12:30 217 170 00:45 11 58 3 21 79 12:45 237 880 152 690 1570 01:00 9 2 13:00 236 176 01:15 13 7 13:15 200 169 01:30 2 5 13:30 178 183 01:45 7 31 4 18 49 13:45 225 839 160 688 1527 02:00 4 3 14:00 190 147 02:15 5 4 14:15 178 153 02:30 5 2 14:30 204 208 02:45 2 16 5 14 30 14:45 175 747 203 711 1458 03:00 12 3 15:00 157 248 03:15 3 2 15:15 152 223 03:30 2 3 15:30 197 297 03:45 7 24 7 15 39 15:45 177 683 235 1003 1686 04:00 4 5 16:00 178 278 04:15 5 9 16:15 188 269 04:30 5 16 16:30 212 294 04:45 31 45 15 45 90 16:45 196 774 316 1157 1931 05:00 10 23 17:00 217 433 05:15 26 33 17:15 189 407 05:30 40 25 17:30 196 346 05:45 78 154 56 137 291 17:45 193 795 311 1497 2292 06:00 73 83 18:00 165 287 06:15 119 99 18:15 149 253 06:30 114 131 18:30 135 214 06:45 226 532 151 464 996 18:45 132 581 224 978 1559 07:00 161 125 19:00 120 215 07:15 230 170 19:15 110 179 07:30 248 142 19:30 92 172 07:45 326 965 159 596 1561 19:45 92 414 193 759 1173 08:00 288 138 20:00 99 196 08:15 282 158 20:15 95 190 08:30 290 132 20:30 91 240 08:45 268 1128 169 597 1725 20:45 77 362 176 802 1164 09:00 281 133 21:00 67 73 09:15 269 113 21:15 58 47 09:30 272 145 21:30 53 35 09:45 317 1139 119 510 1649 21:45 53 231 32 187 418 10:00 324 124 22:00 49 29 10:15 333 150 22:15 38 17 10:30 304 131 22:30 38 21 10:45 317 1278 157 562 1840 22:45 32 157 22 89 246 11:00 271 174 23:00 27 20 11:15 250 148 23:15 24 18 11:30 214 201 23:30 25 14 11:45 264 999 222 745 1744 23:45 18 94 8 60 154 Total Vol.6369 3724 10093 6557 8621 15178 NB SB EB WB Combined 12926 12345 25271 Split %63.1%36.9%39.9%43.2%56.8%60.1% Peak Hour 09:45 11:30 10:00 12:30 16:45 16:45 Volume 1278 791 1840 890 1502 2300P.H.F.0.96 0.89 0.95 0.94 0.87 0.88 Prepared by: Field Data Services of Arizona (520) 316-6745 Cannon Rd btwn Paseo Del Norte & Car Country Dr PM Project#Tuesday, July 24, 2012 AM Daily Totals 12-1148-023 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 16 10 12:00 245 174 00:15 13 13 12:15 231 166 00:30 11 3 12:30 234 174 00:45 14 54 4 30 84 12:45 229 939 181 695 1634 01:00 10 2 13:00 248 171 01:15 7 1 13:15 232 164 01:30 4 8 13:30 195 168 01:45 3 24 1 12 36 13:45 197 872 173 676 1548 02:00 7 4 14:00 186 187 02:15 2 4 14:15 199 182 02:30 4 6 14:30 200 204 02:45 2 15 1 15 30 14:45 166 751 220 793 1544 03:00 3 2 15:00 172 264 03:15 1 2 15:15 159 223 03:30 4 4 15:30 164 293 03:45 4 12 3 11 23 15:45 215 710 266 1046 1756 04:00 2 8 16:00 185 248 04:15 8 8 16:15 192 270 04:30 6 15 16:30 233 341 04:45 23 39 21 52 91 16:45 222 832 303 1162 1994 05:00 16 24 17:00 219 440 05:15 19 37 17:15 189 365 05:30 34 38 17:30 185 333 05:45 70 139 53 152 291 17:45 208 801 296 1434 2235 06:00 78 69 18:00 151 284 06:15 101 109 18:15 164 269 06:30 136 99 18:30 140 207 06:45 220 535 151 428 963 18:45 127 582 218 978 1560 07:00 166 133 19:00 141 217 07:15 214 152 19:15 125 205 07:30 254 155 19:30 104 187 07:45 343 977 172 612 1589 19:45 86 456 177 786 1242 08:00 269 146 20:00 107 224 08:15 269 144 20:15 90 205 08:30 289 153 20:30 101 222 08:45 283 1110 152 595 1705 20:45 88 386 151 802 1188 09:00 304 123 21:00 74 96 09:15 317 139 21:15 67 59 09:30 285 152 21:30 60 39 09:45 333 1239 142 556 1795 21:45 64 265 35 229 494 10:00 312 109 22:00 44 35 10:15 305 127 22:15 37 22 10:30 295 143 22:30 42 16 10:45 264 1176 168 547 1723 22:45 31 154 16 89 243 11:00 265 131 23:00 36 17 11:15 228 178 23:15 30 13 11:30 225 192 23:30 19 12 11:45 203 921 224 725 1646 23:45 20 105 8 50 155 Total Vol.6241 3735 9976 6853 8740 15593 NB SB EB WB Combined 13094 12475 25569 Split %62.6%37.4%39.0%43.9%56.1%61.0% Peak Hour 09:15 11:15 09:00 12:30 16:30 16:30 Volume 1247 768 1795 943 1449 2312P.H.F.0.94 0.86 0.94 0.95 0.82 0.88 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# Cannon Rd btwn Paseo Del Norte & Car Country Dr Wednesday, July 25, 2012 12-1148-023 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 19 8 12:00 0 0 239 176 00:15 0 0 13 10 12:15 0 0 212 179 00:30 0 0 13 4 12:30 0 0 226 172 00:45 0 0 0 0 13 56 4 26 82 12:45 0 0 0 0 233 910 167 693 1602 01:00 0 0 10 2 13:00 0 0 242 174 01:15 0 0 10 4 13:15 0 0 216 167 01:30 0 0 3 7 13:30 0 0 187 176 01:45 0 0 0 0 5 28 3 15 43 13:45 0 0 0 0 211 856 167 682 1538 02:00 0 0 6 4 14:00 0 0 188 167 02:15 0 0 4 4 14:15 0 0 189 168 02:30 0 0 5 4 14:30 0 0 202 206 02:45 0 0 0 0 2 16 3 15 30 14:45 0 0 0 0 171 749 212 752 1501 03:00 0 0 8 3 15:00 0 0 165 256 03:15 0 0 2 2 15:15 0 0 156 223 03:30 0 0 3 4 15:30 0 0 181 295 03:45 0 0 0 0 6 18 5 13 31 15:45 0 0 0 0 196 697 251 1025 1721 04:00 0 0 3 7 16:00 0 0 182 263 04:15 0 0 7 9 16:15 0 0 190 270 04:30 0 0 6 16 16:30 0 0 223 318 04:45 0 0 0 0 27 42 18 49 91 16:45 0 0 0 0 209 803 310 1160 1963 05:00 0 0 13 24 17:00 0 0 218 437 05:15 0 0 23 35 17:15 0 0 189 386 05:30 0 0 37 32 17:30 0 0 191 340 05:45 0 0 0 0 74 147 55 145 291 17:45 0 0 0 0 201 798 304 1466 2264 06:00 0 0 76 76 18:00 0 0 158 286 06:15 0 0 110 104 18:15 0 0 157 261 06:30 0 0 125 115 18:30 0 0 138 211 06:45 0 0 0 0 223 534 151 446 980 18:45 0 0 0 0 130 582 221 978 1560 07:00 0 0 164 129 19:00 0 0 131 216 07:15 0 0 222 161 19:15 0 0 118 192 07:30 0 0 251 149 19:30 0 0 98 180 07:45 0 0 0 0 335 971 166 604 1575 19:45 0 0 0 0 89 435 185 773 1208 08:00 0 0 279 142 20:00 0 0 103 210 08:15 0 0 276 151 20:15 0 0 93 198 08:30 0 0 290 143 20:30 0 0 96 231 08:45 0 0 0 0 276 1119 161 596 1715 20:45 0 0 0 0 83 374 164 802 1176 09:00 0 0 293 128 21:00 0 0 71 85 09:15 0 0 293 126 21:15 0 0 63 53 09:30 0 0 279 149 21:30 0 0 57 37 09:45 0 0 0 0 325 1189 131 533 1722 21:45 0 0 0 0 59 248 34 208 456 10:00 0 0 318 117 22:00 0 0 47 32 10:15 0 0 319 139 22:15 0 0 38 20 10:30 0 0 300 137 22:30 0 0 40 19 10:45 0 0 0 0 291 1227 163 555 1782 22:45 0 0 0 0 32 156 19 89 245 11:00 0 0 268 153 23:00 0 0 32 19 11:15 0 0 239 163 23:15 0 0 27 16 11:30 0 0 220 197 23:30 0 0 22 13 11:45 0 0 0 0 234 960 223 735 1695 23:45 0 0 0 0 19 100 8 55 155 Total Vol.6305 3730 10035 6705 8681 15386 NB SB Combined 13010 12410 25420 Split %62.8%37.2%39.5%43.6%56.4%60.5% Peak Hour 09:45 11:30 09:45 12:30 16:45 16:30 Volume 1262 774 1784 917 1472 2288P.H.F.0.97 0.87 0.97 0.95 0.84 0.87 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-023Project# Cannon Rd btwn Paseo Del Norte & Car Country Dr Tuesday, July 24, 2012 Wednesday, July 25, 2012 AM PM Daily Totals 2-DAY AVERAGE Cannon Road Between Paseo Del Norte and Car Country Drive Tuesday, July 24, 2012 End Time 24-Jul 1:00 AM 79 2:00 AM 49 3:00 AM 30 4:00 AM 39 5:00 AM 90 6:00 AM 291 7:00 AM 996 8:00 AM 1,561 9:00 AM 1,725 10:00 AM 1,649 11:00 AM 1,840 12:00 PM 1,744 1:00 PM 1,570 2:00 PM 1,527 3:00 PM 1,458 4:00 PM 1,686 5:00 PM 1,931 6:00 PM 2,292 7:00 PM 1,559 8:00 PM 1,173 9:00 PM 1,164 10:00 PM 418 11:00 PM 246 12:00 AM 154 Total 25271 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot Cannon Road Between Paseo Del Norte and Car Country Drive Wednesday, July 25, 2012 End Time 25-Jul 1:00 AM 84 2:00 AM 36 3:00 AM 30 4:00 AM 23 5:00 AM 91 6:00 AM 291 7:00 AM 963 8:00 AM 1,589 9:00 AM 1,705 10:00 AM 1,795 11:00 AM 1,723 12:00 PM 1,646 1:00 PM 1,634 2:00 PM 1,548 3:00 PM 1,544 4:00 PM 1,756 5:00 PM 1,994 6:00 PM 2,235 7:00 PM 1,560 8:00 PM 1,242 9:00 PM 1,188 10:00 PM 494 11:00 PM 243 12:00 AM 155 Total 25569 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 20 6 12:00 131 104 00:15 15 3 12:15 112 118 00:30 12 6 12:30 138 131 00:45 7 54 6 21 75 12:45 122 503 151 504 1007 01:00 6 4 13:00 121 129 01:15 1 2 13:15 143 135 01:30 3 5 13:30 120 135 01:45 5 15 2 13 28 13:45 117 501 118 517 1018 02:00 6 3 14:00 139 124 02:15 9 2 14:15 116 127 02:30 0 4 14:30 174 126 02:45 1 16 5 14 30 14:45 150 579 120 497 1076 03:00 3 6 15:00 189 136 03:15 3 1 15:15 191 114 03:30 3 7 15:30 264 131 03:45 2 11 14 28 39 15:45 233 877 117 498 1375 04:00 4 16 16:00 230 98 04:15 8 16 16:15 236 101 04:30 4 41 16:30 291 95 04:45 6 22 64 137 159 16:45 261 1018 110 404 1422 05:00 10 35 17:00 331 114 05:15 8 55 17:15 330 107 05:30 16 82 17:30 252 90 05:45 16 50 193 365 415 17:45 214 1127 99 410 1537 06:00 40 91 18:00 238 86 06:15 54 159 18:15 224 84 06:30 69 228 18:30 158 72 06:45 52 215 308 786 1001 18:45 139 759 64 306 1065 07:00 38 238 19:00 111 50 07:15 58 283 19:15 126 61 07:30 72 310 19:30 98 49 07:45 86 254 332 1163 1417 19:45 102 437 50 210 647 08:00 66 271 20:00 85 47 08:15 78 238 20:15 94 46 08:30 79 249 20:30 81 45 08:45 95 318 198 956 1274 20:45 73 333 41 179 512 09:00 83 161 21:00 92 36 09:15 104 127 21:15 57 40 09:30 65 141 21:30 62 39 09:45 82 334 120 549 883 21:45 67 278 24 139 417 10:00 93 121 22:00 51 19 10:15 86 119 22:15 40 23 10:30 105 129 22:30 47 24 10:45 90 374 122 491 865 22:45 41 179 23 89 268 11:00 115 100 23:00 37 19 11:15 97 110 23:15 32 11 11:30 118 106 23:30 31 10 11:45 116 446 124 440 886 23:45 23 123 4 44 167 Total Vol.2109 4963 7072 6714 3797 10511 NB SB EB WB Combined 8823 8760 17583 Split %29.8%70.2%40.2%63.9%36.1%59.8% Peak Hour 11:45 07:15 07:15 16:30 12:45 16:30 Volume 497 1196 1478 1213 550 1639P.H.F.0.90 0.90 0.88 0.92 0.91 0.92 Prepared by: Field Data Services of Arizona (520) 316-6745 Cannon Rd btwn Hilltop St & College Blvd PM Project#Tuesday, July 10, 2012 AM Daily Totals 12-1148-024 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 26 4 12:00 130 115 00:15 12 8 12:15 130 107 00:30 16 5 12:30 118 162 00:45 11 65 5 22 87 12:45 131 509 123 507 1016 01:00 6 5 13:00 144 133 01:15 6 1 13:15 113 136 01:30 3 2 13:30 123 134 01:45 4 19 4 12 31 13:45 127 507 128 531 1038 02:00 10 0 14:00 138 125 02:15 6 5 14:15 155 114 02:30 5 2 14:30 170 117 02:45 6 27 1 8 35 14:45 175 638 115 471 1109 03:00 2 4 15:00 176 153 03:15 2 3 15:15 202 121 03:30 2 10 15:30 246 114 03:45 1 7 14 31 38 15:45 202 826 128 516 1342 04:00 7 9 16:00 257 101 04:15 7 23 16:15 237 105 04:30 7 44 16:30 294 123 04:45 3 24 65 141 165 16:45 282 1070 115 444 1514 05:00 10 43 17:00 342 109 05:15 10 60 17:15 377 122 05:30 11 87 17:30 276 108 05:45 25 56 170 360 416 17:45 276 1271 124 463 1734 06:00 38 114 18:00 264 119 06:15 58 169 18:15 188 53 06:30 60 218 18:30 178 85 06:45 42 198 322 823 1021 18:45 145 775 73 330 1105 07:00 41 211 19:00 129 58 07:15 51 311 19:15 120 45 07:30 73 306 19:30 87 64 07:45 100 265 349 1177 1442 19:45 90 426 53 220 646 08:00 68 273 20:00 80 49 08:15 81 262 20:15 66 42 08:30 74 214 20:30 107 46 08:45 87 310 220 969 1279 20:45 83 336 43 180 516 09:00 62 151 21:00 79 33 09:15 75 166 21:15 82 50 09:30 78 127 21:30 56 37 09:45 75 290 131 575 865 21:45 60 277 34 154 431 10:00 80 120 22:00 51 23 10:15 88 126 22:15 50 21 10:30 76 102 22:30 54 29 10:45 109 353 109 457 810 22:45 51 206 22 95 301 11:00 92 96 23:00 40 14 11:15 98 122 23:15 33 14 11:30 116 103 23:30 24 4 11:45 106 412 111 432 844 23:45 23 120 7 39 159 Total Vol.2026 5007 7033 6961 3950 10911 NB SB EB WB Combined 8987 8957 17944 Split %28.8%71.2%39.2%63.8%36.2%60.8% Peak Hour 11:45 07:15 07:15 16:30 12:30 16:30 Volume 484 1239 1531 1295 554 1764P.H.F.0.93 0.89 0.85 0.86 0.85 0.88 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# Cannon Rd btwn Hilltop St & College Blvd Wednesday, July 11, 2012 12-1148-024 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 23 5 12:00 0 0 131 110 00:15 0 0 14 6 12:15 0 0 121 113 00:30 0 0 14 6 12:30 0 0 128 147 00:45 0 0 0 0 9 60 6 22 81 12:45 0 0 0 0 127 506 137 506 1012 01:00 0 0 6 5 13:00 0 0 133 131 01:15 0 0 4 2 13:15 0 0 128 136 01:30 0 0 3 4 13:30 0 0 122 135 01:45 0 0 0 0 5 17 3 13 30 13:45 0 0 0 0 122 504 123 524 1028 02:00 0 0 8 2 14:00 0 0 139 125 02:15 0 0 8 4 14:15 0 0 136 121 02:30 0 0 3 3 14:30 0 0 172 122 02:45 0 0 0 0 4 22 3 11 33 14:45 0 0 0 0 163 609 118 484 1093 03:00 0 0 3 5 15:00 0 0 183 145 03:15 0 0 3 2 15:15 0 0 197 118 03:30 0 0 3 9 15:30 0 0 255 123 03:45 0 0 0 0 2 9 14 30 39 15:45 0 0 0 0 218 852 123 507 1359 04:00 0 0 6 13 16:00 0 0 244 100 04:15 0 0 8 20 16:15 0 0 237 103 04:30 0 0 6 43 16:30 0 0 293 109 04:45 0 0 0 0 5 23 65 139 162 16:45 0 0 0 0 272 1044 113 424 1468 05:00 0 0 10 39 17:00 0 0 337 112 05:15 0 0 9 58 17:15 0 0 354 115 05:30 0 0 14 85 17:30 0 0 264 99 05:45 0 0 0 0 21 53 182 363 416 17:45 0 0 0 0 245 1199 112 437 1636 06:00 0 0 39 103 18:00 0 0 251 103 06:15 0 0 56 164 18:15 0 0 206 69 06:30 0 0 65 223 18:30 0 0 168 79 06:45 0 0 0 0 47 207 315 805 1011 18:45 0 0 0 0 142 767 69 318 1085 07:00 0 0 40 225 19:00 0 0 120 54 07:15 0 0 55 297 19:15 0 0 123 53 07:30 0 0 73 308 19:30 0 0 93 57 07:45 0 0 0 0 93 260 341 1170 1430 19:45 0 0 0 0 96 432 52 215 647 08:00 0 0 67 272 20:00 0 0 83 48 08:15 0 0 80 250 20:15 0 0 80 44 08:30 0 0 77 232 20:30 0 0 94 46 08:45 0 0 0 0 91 314 209 963 1277 20:45 0 0 0 0 78 335 42 180 514 09:00 0 0 73 156 21:00 0 0 86 35 09:15 0 0 90 147 21:15 0 0 70 45 09:30 0 0 72 134 21:30 0 0 59 38 09:45 0 0 0 0 79 312 126 562 874 21:45 0 0 0 0 64 278 29 147 424 10:00 0 0 87 121 22:00 0 0 51 21 10:15 0 0 87 123 22:15 0 0 45 22 10:30 0 0 91 116 22:30 0 0 51 27 10:45 0 0 0 0 100 364 116 474 838 22:45 0 0 0 0 46 193 23 92 285 11:00 0 0 104 98 23:00 0 0 39 17 11:15 0 0 98 116 23:15 0 0 33 13 11:30 0 0 117 105 23:30 0 0 28 7 11:45 0 0 0 0 111 429 118 436 865 23:45 0 0 0 0 23 122 6 42 163 Total Vol.2068 4985 7053 6838 3874 10711 NB SB Combined 8905 8859 17764 Split %29.3%70.7%39.7%63.8%36.2%60.3% Peak Hour 11:45 07:15 07:15 16:30 12:30 16:30 Volume 491 1218 1505 1254 550 1702P.H.F.0.94 0.89 0.87 0.89 0.94 0.91 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-024Project# Cannon Rd btwn Hilltop St & College Blvd Tuesday, July 10, 2012 Wednesday, July 11, 2012 AM PM Daily Totals 2-DAY AVERAGE Cannon RoadBetween Hilltop Street and College Boulevard Tuesday, July 10, 2012End Time 10-Jul1:00 AM 752:00 AM 283:00 AM 304:00 AM 395:00 AM 1596:00 AM 4157:00 AM 1,0018:00 AM 1,4179:00 AM 1,27410:00 AM 88311:00 AM 86512:00 PM 8861:00 PM 1,0072:00 PM 1,0183:00 PM 1,0764:00 PM 1,3755:00 PM 1,4226:00 PM 1,5377:00 PM 1,0658:00 PM 6479:00 PM 51210:00 PM 41711:00 PM 26812:00 AM 167Total 1758302004006008001,0001,2001,4001,6001,800Total Volume (Both Directions)24‐Hour Volume Plot Cannon RoadBetween Hilltop Street and College Boulevard Wednesday, July 11, 2012End Time 11-Jul1:00 AM 872:00 AM 313:00 AM 354:00 AM 385:00 AM 1656:00 AM 4167:00 AM 1,0218:00 AM 1,4429:00 AM 1,27910:00 AM 86511:00 AM 81012:00 PM 8441:00 PM 1,0162:00 PM 1,0383:00 PM 1,1094:00 PM 1,3425:00 PM 1,5146:00 PM 1,7347:00 PM 1,1058:00 PM 6469:00 PM 51610:00 PM 43111:00 PM 30112:00 AM 159Total 1794402004006008001,0001,2001,4001,6001,8002,000Total Volume (Both Directions)24‐Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 28 20 12:00 177 160 00:15 20 10 12:15 178 196 00:30 17 14 12:30 207 205 00:45 11 76 18 62 138 12:45 191 753 216 777 1530 01:00 7 7 13:00 204 189 01:15 3 8 13:15 181 200 01:30 5 4 13:30 186 193 01:45 5 20 5 24 44 13:45 193 764 167 749 1513 02:00 6 7 14:00 180 192 02:15 8 2 14:15 187 209 02:30 4 11 14:30 229 168 02:45 3 21 6 26 47 14:45 257 853 171 740 1593 03:00 2 7 15:00 200 184 03:15 3 3 15:15 245 176 03:30 4 9 15:30 301 188 03:45 4 13 14 33 46 15:45 310 1056 192 740 1796 04:00 9 16 16:00 253 199 04:15 10 14 16:15 292 192 04:30 11 46 16:30 251 208 04:45 18 48 59 135 183 16:45 354 1150 187 786 1936 05:00 19 33 17:00 314 253 05:15 10 48 17:15 387 227 05:30 36 107 17:30 303 211 05:45 40 105 169 357 462 17:45 254 1258 220 911 2169 06:00 58 118 18:00 276 196 06:15 72 182 18:15 246 176 06:30 97 263 18:30 207 177 06:45 105 332 263 826 1158 18:45 160 889 151 700 1589 07:00 89 229 19:00 147 129 07:15 134 293 19:15 142 140 07:30 160 317 19:30 150 148 07:45 155 538 285 1124 1662 19:45 124 563 116 533 1096 08:00 146 248 20:00 139 146 08:15 150 205 20:15 121 102 08:30 165 271 20:30 116 111 08:45 165 626 198 922 1548 20:45 94 470 105 464 934 09:00 157 144 21:00 90 103 09:15 159 173 21:15 81 95 09:30 142 159 21:30 73 78 09:45 118 576 156 632 1208 21:45 89 333 65 341 674 10:00 142 142 22:00 46 67 10:15 141 149 22:15 50 53 10:30 136 163 22:30 52 43 10:45 131 550 167 621 1171 22:45 55 203 42 205 408 11:00 187 158 23:00 37 32 11:15 171 183 23:15 36 26 11:30 148 151 23:30 28 22 11:45 170 676 206 698 1374 23:45 26 127 14 94 221 Total Vol.3581 5460 9041 8419 7040 15459 NB SB EB WB Combined 12000 12500 24500 Split %39.6%60.4%36.9%54.5%45.5%63.1% Peak Hour 11:45 07:15 07:15 16:45 17:00 16:45 Volume 732 1143 1738 1358 911 2236P.H.F.0.88 0.90 0.91 0.88 0.90 0.91 Prepared by: Field Data Services of Arizona (520) 316-6745 College Blvd btwn City Limits N & Tamarack Ave PM Project#Tuesday, July 10, 2012 AM Daily Totals 12-1148-025 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 33 21 12:00 171 195 00:15 8 12 12:15 170 189 00:30 20 13 12:30 201 224 00:45 13 74 11 57 131 12:45 191 733 190 798 1531 01:00 6 7 13:00 202 203 01:15 7 7 13:15 181 180 01:30 8 3 13:30 161 194 01:45 2 23 4 21 44 13:45 196 740 163 740 1480 02:00 11 6 14:00 179 183 02:15 5 3 14:15 212 181 02:30 7 2 14:30 187 186 02:45 6 29 3 14 43 14:45 262 840 194 744 1584 03:00 2 4 15:00 236 177 03:15 3 3 15:15 239 168 03:30 4 16 15:30 294 176 03:45 5 14 12 35 49 15:45 283 1052 198 719 1771 04:00 8 12 16:00 287 183 04:15 10 20 16:15 284 225 04:30 10 43 16:30 305 224 04:45 16 44 58 133 177 16:45 340 1216 217 849 2065 05:00 21 37 17:00 330 218 05:15 30 45 17:15 431 235 05:30 28 109 17:30 294 230 05:45 33 112 158 349 461 17:45 323 1378 218 901 2279 06:00 51 113 18:00 280 203 06:15 59 176 18:15 248 185 06:30 94 249 18:30 219 166 06:45 117 321 271 809 1130 18:45 172 919 164 718 1637 07:00 95 244 19:00 154 132 07:15 132 315 19:15 139 141 07:30 138 327 19:30 135 135 07:45 194 559 294 1180 1739 19:45 133 561 140 548 1109 08:00 162 264 20:00 103 140 08:15 164 237 20:15 100 109 08:30 154 203 20:30 117 123 08:45 165 645 232 936 1581 20:45 100 420 98 470 890 09:00 137 177 21:00 91 102 09:15 139 173 21:15 87 90 09:30 143 162 21:30 64 99 09:45 141 560 170 682 1242 21:45 61 303 71 362 665 10:00 122 172 22:00 59 64 10:15 136 144 22:15 57 49 10:30 162 163 22:30 66 48 10:45 147 567 167 646 1213 22:45 62 244 40 201 445 11:00 157 143 23:00 45 37 11:15 154 182 23:15 36 37 11:30 170 166 23:30 24 16 11:45 174 655 186 677 1332 23:45 32 137 14 104 241 Total Vol.3603 5539 9142 8543 7154 15697 NB SB EB WB Combined 12146 12693 24839 Split %39.4%60.6%36.8%54.4%45.6%63.2% Peak Hour 11:45 07:15 07:15 16:30 17:00 16:30 Volume 716 1200 1826 1406 901 2300P.H.F.0.89 0.92 0.94 0.82 0.96 0.86 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# College Blvd btwn City Limits N & Tamarack Ave Wednesday, July 11, 2012 12-1148-025 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 31 21 0 0 12:00 174 178 0 0 00:15 14 11 0 0 12:15 174 193 0 0 00:30 19 14 0 0 12:30 204 215 0 0 00:45 12 75 15 60 0 0 0 0 135 12:45 191 743 203 788 0 0 0 0 1531 01:00 7 7 0 0 13:00 203 196 0 0 01:15 5 8 0 0 13:15 181 190 0 0 01:30 7 4 0 0 13:30 174 194 0 0 01:45 4 22 5 23 0 0 0 0 44 13:45 195 752 165 745 0 0 0 0 1497 02:00 9 7 0 0 14:00 180 188 0 0 02:15 7 3 0 0 14:15 200 195 0 0 02:30 6 7 0 0 14:30 208 177 0 0 02:45 5 25 5 20 0 0 0 0 45 14:45 260 847 183 742 0 0 0 0 1589 03:00 2 6 0 0 15:00 218 181 0 0 03:15 3 3 0 0 15:15 242 172 0 0 03:30 4 13 0 0 15:30 298 182 0 0 03:45 5 14 13 34 0 0 0 0 48 15:45 297 1054 195 730 0 0 0 0 1784 04:00 9 14 0 0 16:00 270 191 0 0 04:15 10 17 0 0 16:15 288 209 0 0 04:30 11 45 0 0 16:30 278 216 0 0 04:45 17 46 59 134 0 0 0 0 180 16:45 347 1183 202 818 0 0 0 0 2001 05:00 20 35 0 0 17:00 322 236 0 0 05:15 20 47 0 0 17:15 409 231 0 0 05:30 32 108 0 0 17:30 299 221 0 0 05:45 37 109 164 353 0 0 0 0 462 17:45 289 1318 219 906 0 0 0 0 2224 06:00 55 116 0 0 18:00 278 200 0 0 06:15 66 179 0 0 18:15 247 181 0 0 06:30 96 256 0 0 18:30 213 172 0 0 06:45 111 327 267 818 0 0 0 0 1144 18:45 166 904 158 709 0 0 0 0 1613 07:00 92 237 0 0 19:00 151 131 0 0 07:15 133 304 0 0 19:15 141 141 0 0 07:30 149 322 0 0 19:30 143 142 0 0 07:45 175 549 290 1152 0 0 0 0 1701 19:45 129 562 128 541 0 0 0 0 1103 08:00 154 256 0 0 20:00 121 143 0 0 08:15 157 221 0 0 20:15 111 106 0 0 08:30 160 237 0 0 20:30 117 117 0 0 08:45 165 636 215 929 0 0 0 0 1565 20:45 97 445 102 467 0 0 0 0 912 09:00 147 161 0 0 21:00 91 103 0 0 09:15 149 173 0 0 21:15 84 93 0 0 09:30 143 161 0 0 21:30 69 89 0 0 09:45 130 568 163 657 0 0 0 0 1225 21:45 75 318 68 352 0 0 0 0 670 10:00 132 157 0 0 22:00 53 66 0 0 10:15 139 147 0 0 22:15 54 51 0 0 10:30 149 163 0 0 22:30 59 46 0 0 10:45 139 559 167 634 0 0 0 0 1192 22:45 59 224 41 203 0 0 0 0 427 11:00 172 151 0 0 23:00 41 35 0 0 11:15 163 183 0 0 23:15 36 32 0 0 11:30 159 159 0 0 23:30 26 19 0 0 11:45 172 666 196 688 0 0 0 0 1353 23:45 29 132 14 99 0 0 0 0 231 Total Vol.3592 5500 9092 8481 7097 15578 NB SB Combined 12073 12597 24670 Split %39.5%60.5%36.9%54.4%45.6%63.1% Peak Hour 11:45 07:15 07:15 16:45 17:00 16:45 Volume 724 1172 1782 1377 906 2266P.H.F.0.89 0.91 0.95 0.84 0.96 0.88 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-025Project# College Blvd btwn City Limits N & Tamarack Ave Tuesday, July 10, 2012 Wednesday, July 11, 2012 AM PM Daily Totals 2-DAY AVERAGE College Boulevard Between North City Limits and Tamarack Avenue (N.) Tuesday, July 10, 2012 End Time 10-Jul 1:00 AM 138 2:00 AM 44 3:00 AM 47 4:00 AM 46 5:00 AM 183 6:00 AM 462 7:00 AM 1,158 8:00 AM 1,662 9:00 AM 1,548 10:00 AM 1,208 11:00 AM 1,171 12:00 PM 1,374 1:00 PM 1,530 2:00 PM 1,513 3:00 PM 1,593 4:00 PM 1,796 5:00 PM 1,936 6:00 PM 2,169 7:00 PM 1,589 8:00 PM 1,096 9:00 PM 934 10:00 PM 674 11:00 PM 408 12:00 AM 221 Total 24500 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot College Boulevard Between North City Limits and Tamarack Avenue (N.) Wednesday, July 11, 2012 End Time 11-Jul 1:00 AM 131 2:00 AM 44 3:00 AM 43 4:00 AM 49 5:00 AM 177 6:00 AM 461 7:00 AM 1,130 8:00 AM 1,739 9:00 AM 1,581 10:00 AM 1,242 11:00 AM 1,213 12:00 PM 1,332 1:00 PM 1,531 2:00 PM 1,480 3:00 PM 1,584 4:00 PM 1,771 5:00 PM 2,065 6:00 PM 2,279 7:00 PM 1,637 8:00 PM 1,109 9:00 PM 890 10:00 PM 665 11:00 PM 445 12:00 AM 241 Total 24839 0 500 1,000 1,500 2,000 2,500 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 8 7 12:00 89 174 00:15 6 7 12:15 112 211 00:30 5 5 12:30 113 150 00:45 2 21 4 23 44 12:45 137 451 116 651 1102 01:00 2 4 13:00 147 121 01:15 1 3 13:15 135 128 01:30 2 3 13:30 118 118 01:45 2 7 2 12 19 13:45 116 516 97 464 980 02:00 1 2 14:00 127 108 02:15 1 0 14:15 102 83 02:30 2 2 14:30 96 81 02:45 1 5 3 7 12 14:45 90 415 128 400 815 03:00 1 3 15:00 83 109 03:15 4 0 15:15 76 138 03:30 1 4 15:30 61 131 03:45 5 11 5 12 23 15:45 73 293 156 534 827 04:00 6 6 16:00 86 130 04:15 6 2 16:15 79 204 04:30 6 1 16:30 75 167 04:45 5 23 9 18 41 16:45 94 334 193 694 1028 05:00 23 6 17:00 91 195 05:15 13 10 17:15 106 282 05:30 21 17 17:30 79 248 05:45 44 101 17 50 151 17:45 64 340 207 932 1272 06:00 75 27 18:00 49 197 06:15 76 24 18:15 63 205 06:30 80 34 18:30 62 148 06:45 65 296 45 130 426 18:45 54 228 132 682 910 07:00 143 65 19:00 37 113 07:15 124 48 19:15 51 83 07:30 170 79 19:30 45 67 07:45 243 680 92 284 964 19:45 44 177 68 331 508 08:00 266 88 20:00 37 49 08:15 250 85 20:15 30 34 08:30 204 84 20:30 35 52 08:45 240 960 100 357 1317 20:45 43 145 35 170 315 09:00 218 99 21:00 30 30 09:15 172 73 21:15 34 24 09:30 129 63 21:30 27 21 09:45 131 650 66 301 951 21:45 24 115 24 99 214 10:00 109 83 22:00 12 15 10:15 116 65 22:15 18 12 10:30 97 78 22:30 9 19 10:45 86 408 84 310 718 22:45 11 50 13 59 109 11:00 85 100 23:00 11 14 11:15 87 109 23:15 19 15 11:30 102 99 23:30 9 7 11:45 98 372 150 458 830 23:45 7 46 6 42 88 Total Vol.3534 1962 5496 3110 5058 8168 NB SB EB WB Combined 6644 7020 13664 Split %64.3%35.7%40.2%38.1%61.9%59.8% Peak Hour 07:45 11:45 08:00 12:45 17:15 16:45 Volume 963 685 1317 537 934 1288P.H.F.0.91 0.81 0.93 0.91 0.83 0.83 Prepared by: Field Data Services of Arizona (520) 316-6745 College Blvd btwn Aston Ave & Palomar Airport Rd PM Project#Tuesday, July 10, 2012 AM Daily Totals 12-1148-026 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 10 12:00 108 178 00:15 6 7 12:15 101 175 00:30 2 6 12:30 113 152 00:45 7 21 4 27 48 12:45 116 438 155 660 1098 01:00 4 6 13:00 179 119 01:15 0 5 13:15 157 139 01:30 1 4 13:30 146 95 01:45 3 8 3 18 26 13:45 162 644 109 462 1106 02:00 3 3 14:00 109 103 02:15 0 4 14:15 91 138 02:30 1 2 14:30 96 92 02:45 4 8 4 13 21 14:45 94 390 119 452 842 03:00 0 1 15:00 85 123 03:15 3 2 15:15 76 137 03:30 0 4 15:30 74 112 03:45 1 4 1 8 12 15:45 88 323 153 525 848 04:00 4 8 16:00 79 144 04:15 3 4 16:15 80 191 04:30 7 7 16:30 84 173 04:45 6 20 9 28 48 16:45 104 347 205 713 1060 05:00 29 10 17:00 86 217 05:15 13 8 17:15 101 312 05:30 22 18 17:30 84 251 05:45 46 110 18 54 164 17:45 64 335 223 1003 1338 06:00 81 21 18:00 69 202 06:15 66 21 18:15 69 182 06:30 68 32 18:30 60 144 06:45 77 292 44 118 410 18:45 55 253 124 652 905 07:00 147 56 19:00 65 101 07:15 117 65 19:15 60 100 07:30 174 59 19:30 35 81 07:45 215 653 88 268 921 19:45 42 202 75 357 559 08:00 264 81 20:00 30 67 08:15 251 95 20:15 35 49 08:30 210 84 20:30 28 37 08:45 235 960 73 333 1293 20:45 33 126 31 184 310 09:00 192 78 21:00 37 41 09:15 158 70 21:15 32 27 09:30 138 76 21:30 45 30 09:45 115 603 72 296 899 21:45 26 140 21 119 259 10:00 117 76 22:00 17 21 10:15 123 82 22:15 18 14 10:30 92 82 22:30 24 14 10:45 100 432 87 327 759 22:45 16 75 11 60 135 11:00 97 91 23:00 11 13 11:15 97 102 23:15 15 12 11:30 67 91 23:30 7 8 11:45 97 358 163 447 805 23:45 6 39 9 42 81 Total Vol.3469 1937 5406 3312 5229 8541 NB SB EB WB Combined 6781 7166 13947 Split %64.2%35.8%38.8%38.8%61.2%61.2% Peak Hour 08:00 11:45 08:00 13:00 17:00 16:45 Volume 960 668 1293 644 1003 1360P.H.F.0.91 0.94 0.93 0.90 0.80 0.82 DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 AM PM Project# College Blvd btwn Aston Ave & Palomar Airport Rd Wednesday, July 11, 2012 12-1148-026 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 9 0 0 12:00 99 176 0 0 00:15 6 7 0 0 12:15 107 193 0 0 00:30 4 6 0 0 12:30 113 151 0 0 00:45 5 21 4 25 0 0 0 0 46 12:45 127 445 136 656 0 0 0 0 1100 01:00 3 5 0 0 13:00 163 120 0 0 01:15 1 4 0 0 13:15 146 134 0 0 01:30 2 4 0 0 13:30 132 107 0 0 01:45 3 8 3 15 0 0 0 0 23 13:45 139 580 103 463 0 0 0 0 1043 02:00 2 3 0 0 14:00 118 106 0 0 02:15 1 2 0 0 14:15 97 111 0 0 02:30 2 2 0 0 14:30 96 87 0 0 02:45 3 7 4 10 0 0 0 0 17 14:45 92 403 124 426 0 0 0 0 829 03:00 1 2 0 0 15:00 84 116 0 0 03:15 4 1 0 0 15:15 76 138 0 0 03:30 1 4 0 0 15:30 68 122 0 0 03:45 3 8 3 10 0 0 0 0 18 15:45 81 308 155 530 0 0 0 0 838 04:00 5 7 0 0 16:00 83 137 0 0 04:15 5 3 0 0 16:15 80 198 0 0 04:30 7 4 0 0 16:30 80 170 0 0 04:45 6 22 9 23 0 0 0 0 45 16:45 99 341 199 704 0 0 0 0 1044 05:00 26 8 0 0 17:00 89 206 0 0 05:15 13 9 0 0 17:15 104 297 0 0 05:30 22 18 0 0 17:30 82 250 0 0 05:45 45 106 18 52 0 0 0 0 158 17:45 64 338 215 968 0 0 0 0 1305 06:00 78 24 0 0 18:00 59 200 0 0 06:15 71 23 0 0 18:15 66 194 0 0 06:30 74 33 0 0 18:30 61 146 0 0 06:45 71 294 45 124 0 0 0 0 418 18:45 55 241 128 667 0 0 0 0 908 07:00 145 61 0 0 19:00 51 107 0 0 07:15 121 57 0 0 19:15 56 92 0 0 07:30 172 69 0 0 19:30 40 74 0 0 07:45 229 667 90 276 0 0 0 0 943 19:45 43 190 72 344 0 0 0 0 534 08:00 265 85 0 0 20:00 34 58 0 0 08:15 251 90 0 0 20:15 33 42 0 0 08:30 207 84 0 0 20:30 32 45 0 0 08:45 238 960 87 345 0 0 0 0 1305 20:45 38 136 33 177 0 0 0 0 313 09:00 205 89 0 0 21:00 34 36 0 0 09:15 165 72 0 0 21:15 33 26 0 0 09:30 134 70 0 0 21:30 36 26 0 0 09:45 123 627 69 299 0 0 0 0 925 21:45 25 128 23 109 0 0 0 0 237 10:00 113 80 0 0 22:00 15 18 0 0 10:15 120 74 0 0 22:15 18 13 0 0 10:30 95 80 0 0 22:30 17 17 0 0 10:45 93 420 86 319 0 0 0 0 739 22:45 14 63 12 60 0 0 0 0 122 11:00 91 96 0 0 23:00 11 14 0 0 11:15 92 106 0 0 23:15 17 14 0 0 11:30 85 95 0 0 23:30 8 8 0 0 11:45 98 365 157 453 0 0 0 0 818 23:45 7 43 8 42 0 0 0 0 85 Total Vol.3502 1950 5451 3211 5144 8355 NB SB Combined 6713 7093 13806 Split %64.2%35.8%39.5%38.4%61.6%60.5% Peak Hour 08:00 11:45 08:00 13:00 17:00 16:45 Volume 960 677 1305 580 968 1324P.H.F.0.91 0.88 0.93 0.89 0.81 0.83 Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-026Project# College Blvd btwn Aston Ave & Palomar Airport Rd Tuesday, July 10, 2012 Wednesday, July 11, 2012 AM PM Daily Totals 2-DAY AVERAGE College Boulevard Between Aston Avenue and Palomar Airport Road Tuesday, July 10, 2012 End Time 10-Jul 1:00 AM 44 2:00 AM 19 3:00 AM 12 4:00 AM 23 5:00 AM 41 6:00 AM 151 7:00 AM 426 8:00 AM 964 9:00 AM 1,317 10:00 AM 951 11:00 AM 718 12:00 PM 830 1:00 PM 1,102 2:00 PM 980 3:00 PM 815 4:00 PM 827 5:00 PM 1,028 6:00 PM 1,272 7:00 PM 910 8:00 PM 508 9:00 PM 315 10:00 PM 214 11:00 PM 109 12:00 AM 88 Total 13664 0 200 400 600 800 1,000 1,200 1,400 Total Volume (Both Directions)24-Hour Volume Plot College Boulevard Between Aston Avenue and Palomar Airport Road Wednesday, July 11, 2012 End Time 11-Jul 1:00 AM 48 2:00 AM 26 3:00 AM 21 4:00 AM 12 5:00 AM 48 6:00 AM 164 7:00 AM 410 8:00 AM 921 9:00 AM 1,293 10:00 AM 899 11:00 AM 759 12:00 PM 805 1:00 PM 1,098 2:00 PM 1,106 3:00 PM 842 4:00 PM 848 5:00 PM 1,060 6:00 PM 1,338 7:00 PM 905 8:00 PM 559 9:00 PM 310 10:00 PM 259 11:00 PM 135 12:00 AM 81 Total 13947 0 200 400 600 800 1,000 1,200 1,400 1,600 Total Volume (Both Directions)24-Hour Volume Plot CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 8 12:00 67 75 00:15 10 3 12:15 96 111 00:30 11 8 12:30 79 61 00:45 8 39 2 21 60 12:45 80 322 89 336 658 01:00 5 4 13:00 77 84 01:15 5 4 13:15 70 69 01:30 2 3 13:30 73 72 01:45 3 15 2 13 28 13:45 64 284 80 305 589 02:00 1 1 14:00 97 71 02:15 1 1 14:15 87 61 02:30 1 2 14:30 72 85 02:45 0 3 2 6 9 14:45 95 351 69 286 637 03:00 2 4 15:00 98 65 03:15 0 4 15:15 109 74 03:30 0 4 15:30 127 89 03:45 3 5 4 16 21 15:45 112 446 68 296 742 04:00 2 2 16:00 97 71 04:15 2 2 16:15 101 85 04:30 2 8 16:30 153 82 04:45 6 12 7 19 31 16:45 123 474 88 326 800 05:00 6 15 17:00 143 85 05:15 7 21 17:15 137 116 05:30 8 27 17:30 120 88 05:45 17 38 43 106 144 17:45 123 523 94 383 906 06:00 24 44 18:00 120 106 06:15 21 55 18:15 101 81 06:30 22 68 18:30 89 83 06:45 42 109 77 244 353 18:45 95 405 53 323 728 07:00 42 78 19:00 90 44 07:15 42 98 19:15 98 67 07:30 55 99 19:30 75 60 07:45 66 205 103 378 583 19:45 62 325 49 220 545 08:00 68 118 20:00 71 44 08:15 59 103 20:15 85 39 08:30 85 107 20:30 50 40 08:45 72 284 112 440 724 20:45 49 255 29 152 407 09:00 63 97 21:00 61 33 09:15 84 84 21:15 45 29 09:30 68 85 21:30 59 29 09:45 61 276 75 341 617 21:45 40 205 25 116 321 10:00 54 65 22:00 31 20 10:15 66 88 22:15 32 18 10:30 48 79 22:30 36 13 10:45 62 230 83 315 545 22:45 43 142 12 63 205 11:00 49 83 23:00 22 13 11:15 71 59 23:15 28 8 11:30 65 90 23:30 21 11 11:45 77 262 78 310 572 23:45 15 86 10 42 128 Total Vol.1478 2209 3687 3818 2848 6666 NB SB EB WB Combined 5296 5057 10353 Split %40.1%59.9%35.6%57.3%42.7%64.4% Peak Hour 11:45 08:00 08:00 16:30 17:15 16:30 Volume 319 440 724 556 404 927P.H.F.0.83 0.93 0.94 0.91 0.87 0.92 Project#Tuesday, July 17, 2012 AM Daily Totals 12-1148-027 DAY 1 PM Prepared by: Field Data Services of Arizona (520) 316-6745 Alga Rd btwn Corinthia St & El Fuerte St Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 11 12:00 71 72 00:15 6 5 12:15 70 88 00:30 7 7 12:30 80 71 00:45 7 29 2 25 54 12:45 86 307 77 308 615 01:00 8 4 13:00 90 68 01:15 8 3 13:15 97 61 01:30 1 1 13:30 85 61 01:45 2 19 2 10 29 13:45 81 353 87 277 630 02:00 2 1 14:00 87 60 02:15 2 0 14:15 90 69 02:30 1 1 14:30 85 78 02:45 2 7 1 3 10 14:45 99 361 70 277 638 03:00 2 4 15:00 88 74 03:15 1 3 15:15 107 74 03:30 2 2 15:30 78 69 03:45 1 6 4 13 19 15:45 118 391 78 295 686 04:00 0 0 16:00 101 84 04:15 6 5 16:15 104 90 04:30 2 7 16:30 118 82 04:45 8 16 7 19 35 16:45 125 448 90 346 794 05:00 4 13 17:00 122 65 05:15 8 26 17:15 132 106 05:30 12 34 17:30 143 83 05:45 14 38 40 113 151 17:45 126 523 92 346 869 06:00 19 50 18:00 112 83 06:15 21 52 18:15 115 71 06:30 27 61 18:30 86 77 06:45 26 93 89 252 345 18:45 125 438 88 319 757 07:00 39 79 19:00 80 64 07:15 55 110 19:15 107 56 07:30 58 100 19:30 77 54 07:45 77 229 131 420 649 19:45 92 356 47 221 577 08:00 71 94 20:00 81 58 08:15 76 105 20:15 77 35 08:30 76 130 20:30 61 45 08:45 70 293 108 437 730 20:45 58 277 36 174 451 09:00 62 116 21:00 52 55 09:15 76 93 21:15 67 36 09:30 73 79 21:30 45 26 09:45 66 277 85 373 650 21:45 45 209 27 144 353 10:00 58 80 22:00 51 22 10:15 56 73 22:15 40 25 10:30 62 81 22:30 44 26 10:45 53 229 86 320 549 22:45 33 168 14 87 255 11:00 62 90 23:00 19 8 11:15 67 82 23:15 18 12 11:30 81 84 23:30 17 9 11:45 79 289 69 325 614 23:45 8 62 4 33 95 Total Vol.1525 2310 3835 3893 2827 6720 NB SB EB WB Combined 5418 5137 10555 Split %39.8%60.2%36.3%57.9%42.1%63.7% Peak Hour 11:30 07:45 07:45 17:00 17:15 17:15 Volume 301 460 760 523 364 877P.H.F.0.93 0.88 0.91 0.91 0.86 0.92 AM PM Project# Alga Rd btwn Corinthia St & El Fuerte St Wednesday, July 18, 2012 12-1148-027 Daily Totals DAY 2 Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 10 10 12:00 0 0 69 74 00:15 0 0 8 4 12:15 0 0 83 100 00:30 0 0 9 8 12:30 0 0 80 66 00:45 0 0 0 0 8 34 2 23 57 12:45 0 0 0 0 83 315 83 322 637 01:00 0 0 7 4 13:00 0 0 84 76 01:15 0 0 7 4 13:15 0 0 84 65 01:30 0 0 2 2 13:30 0 0 79 67 01:45 0 0 0 0 3 17 2 12 29 13:45 0 0 0 0 73 319 84 291 610 02:00 0 0 2 1 14:00 0 0 92 66 02:15 0 0 2 1 14:15 0 0 89 65 02:30 0 0 1 2 14:30 0 0 79 82 02:45 0 0 0 0 1 5 2 5 10 14:45 0 0 0 0 97 356 70 282 638 03:00 0 0 2 4 15:00 0 0 93 70 03:15 0 0 1 4 15:15 0 0 108 74 03:30 0 0 1 3 15:30 0 0 103 79 03:45 0 0 0 0 2 6 4 15 20 15:45 0 0 0 0 115 419 73 296 714 04:00 0 0 1 1 16:00 0 0 99 78 04:15 0 0 4 4 16:15 0 0 103 88 04:30 0 0 2 8 16:30 0 0 136 82 04:45 0 0 0 0 7 14 7 19 33 16:45 0 0 0 0 124 461 89 336 797 05:00 0 0 5 14 17:00 0 0 133 75 05:15 0 0 8 24 17:15 0 0 135 111 05:30 0 0 10 31 17:30 0 0 132 86 05:45 0 0 0 0 16 38 42 110 148 17:45 0 0 0 0 125 523 93 365 888 06:00 0 0 22 47 18:00 0 0 116 95 06:15 0 0 21 54 18:15 0 0 108 76 06:30 0 0 25 65 18:30 0 0 88 80 06:45 0 0 0 0 34 101 83 248 349 18:45 0 0 0 0 110 422 71 321 743 07:00 0 0 41 79 19:00 0 0 85 54 07:15 0 0 49 104 19:15 0 0 103 62 07:30 0 0 57 100 19:30 0 0 76 57 07:45 0 0 0 0 72 217 117 399 616 19:45 0 0 0 0 77 341 48 221 561 08:00 0 0 70 106 20:00 0 0 76 51 08:15 0 0 68 104 20:15 0 0 81 37 08:30 0 0 81 119 20:30 0 0 56 43 08:45 0 0 0 0 71 289 110 439 727 20:45 0 0 0 0 54 266 33 163 429 09:00 0 0 63 107 21:00 0 0 57 44 09:15 0 0 80 89 21:15 0 0 56 33 09:30 0 0 71 82 21:30 0 0 52 28 09:45 0 0 0 0 64 277 80 357 634 21:45 0 0 0 0 43 207 26 130 337 10:00 0 0 56 73 22:00 0 0 41 21 10:15 0 0 61 81 22:15 0 0 36 22 10:30 0 0 55 80 22:30 0 0 40 20 10:45 0 0 0 0 58 230 85 318 547 22:45 0 0 0 0 38 155 13 75 230 11:00 0 0 56 87 23:00 0 0 21 11 11:15 0 0 69 71 23:15 0 0 23 10 11:30 0 0 73 87 23:30 0 0 19 10 11:45 0 0 0 0 78 276 74 318 593 23:45 0 0 0 0 12 74 7 38 112 Total Vol.1502 2260 3761 3856 2838 6693 NB SB Combined 5357 5097 10454 Split %39.9%60.1%36.0%57.6%42.4%64.0% Peak Hour 11:45 07:45 07:45 16:30 17:15 17:15 Volume 310 446 735 527 384 891P.H.F.0.93 0.94 0.92 0.97 0.86 0.91 Daily Totals 2-DAY AVERAGE AM PM Prepared by: Field Data Services of Arizona (520) 316-6745 12-1148-027Project# Alga Rd btwn Corinthia St & El Fuerte St Tuesday, July 17, 2012 Wednesday, July 18, 2012 Alga Road Between Corintia Street and El Fuerte Street Tuesday, July 17, 2012 End Time 17-Jul 1:00 AM 60 2:00 AM 28 3:00 AM 9 4:00 AM 21 5:00 AM 31 6:00 AM 144 7:00 AM 353 8:00 AM 583 9:00 AM 724 10:00 AM 617 11:00 AM 545 12:00 PM 572 1:00 PM 658 2:00 PM 589 3:00 PM 637 4:00 PM 742 5:00 PM 800 6:00 PM 906 7:00 PM 728 8:00 PM 545 9:00 PM 407 10:00 PM 321 11:00 PM 205 12:00 AM 128 Total 10353 0 100 200 300 400 500 600 700 800 900 1,000 Total Volume (Both Directions)24-Hour Volume Plot Alga Road Between Corintia Street and El Fuerte Street Wednesday, July 18, 2012 End Time 18-Jul 1:00 AM 54 2:00 AM 29 3:00 AM 10 4:00 AM 19 5:00 AM 35 6:00 AM 151 7:00 AM 345 8:00 AM 649 9:00 AM 730 10:00 AM 650 11:00 AM 549 12:00 PM 614 1:00 PM 615 2:00 PM 630 3:00 PM 638 4:00 PM 686 5:00 PM 794 6:00 PM 869 7:00 PM 757 8:00 PM 577 9:00 PM 451 10:00 PM 353 11:00 PM 255 12:00 AM 95 Total 10555 0 100 200 300 400 500 600 700 800 900 1,000 Total Volume (Both Directions) 24-Hour Volume Plot 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 25, 2012), and also on a weekend (Saturday, July 28, 2012) 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 2012 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 2012 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 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2012 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 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1.5 0.5 1 0.5 0.5 1 6:00 AM 6:15 AM 6:30 AM 3 113 6 30 196 0 0 1 0 3 1 1 354 6:45 AM 1 111 3 31 223 5 0 0 0 9 0 8 391 7:00 AM 1 131 7 39 145 4 3 0 2 7 1 9 349 7:15 AM 3 135 12 41 228 3 1 1 0 7 1 9 441 7:30 AM 5 166 9 57 311 3 0 0 0 10 0 12 573 7:45 AM 0 179 10 69 325 5 2 1 1 5 1 8 606 8:00 AM 1 169 7 44 263 3 4 0 0 10 3 12 516 8:15 AM 0 172 10 67 244 5 5 2 0 8 2 15 530 8:30 AM 0 174 12 57 212 12 3 1 1 13 1 23 509 8:45 AM 1 167 8 72 206 14 5 0 6 14 0 16 509 9:00 AM 1 134 11 71 160 19 8 2 3 11 4 19 443 9:15 AM 2 178 18 72 209 21 11 1 5 13 4 24 558 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 18 1829 113 650 2722 94 42 9 18 110 18 156 5779 Approach %0.92 93.32 5.77 18.75 78.53 2.71 60.87 13.04 26.09 38.73 6.34 54.93 App/Depart 1960 /2027 3466 /2850 69 /772 284 /130 730 AM PEAK Volumes 6 686 36 237 1143 16 11 3 1 33 6 47 2225 Approach %0.82 94.23 4.95 16.98 81.88 1.15 73.33 20.00 6.67 38.37 6.98 54.65 PEAK HR. FACTOR:0.918 COMMENT 1: COMMENT 2: CONTROL: 0.875 0.5360.963 Signal TUESDAY AM Peak Hr Begins at: 0.860 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/31/2012 CarlsbadEl Camino Real Plaza Dr 12-1148-001 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1.5 0.5 1 0.5 0.5 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 7 249 9 114 253 55 105 7 18 17 3 16 853 3:45 PM 6 306 8 87 248 70 83 4 11 16 2 28 869 4:00 PM 11 287 14 66 213 57 69 10 13 21 7 40 808 4:15 PM 6 327 12 59 185 46 93 10 9 19 12 43 821 4:30 PM 6 302 9 100 286 64 95 4 18 18 9 67 978 4:45 PM 6 340 8 78 233 43 76 6 14 19 5 46 874 5:00 PM 13 357 8 86 186 48 68 4 9 16 2 49 846 5:15 PM 3 349 7 73 192 33 76 4 15 20 9 44 825 5:30 PM 5 341 5 82 200 46 82 6 10 13 3 65 858 5:45 PM 7 372 10 83 202 48 66 4 8 12 1 61 874 6:00 PM 4 250 10 53 174 53 81 9 10 13 2 53 712 6:15 PM 6 296 14 62 154 43 76 9 13 19 4 53 749 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 80 3776 114 943 2526 606 970 77 148 203 59 565 10067 Approach %2.02 95.11 2.87 23.14 61.99 14.87 81.17 6.44 12.38 24.55 7.13 68.32 App/Depart 3970 /5311 4075 /2877 1195 /1134 827 /745 430 PM PEAK Volumes 28 1348 32 337 897 188 315 18 56 73 25 206 3523 Approach %1.99 95.74 2.27 23.70 63.08 13.22 80.98 4.63 14.40 24.01 8.22 67.76 PEAK HR. FACTOR:0.901 COMMENT 2:0 0.790 0.831 CONTROL:Signal COMMENT 1:0 Plaza Dr TUESDAY 12-1148-001 0 Carlsbad PM Peak Hr Begins at: 0.809 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.931 El Camino Real 07/31/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 2 88 8 9 164 10 4 1 4 14 6 28 338 6:45 AM 5 71 3 7 210 15 4 4 4 16 3 22 364 7:00 AM 1 108 5 7 137 9 7 3 10 17 6 16 326 7:15 AM 4 123 8 13 203 13 7 6 5 19 8 20 429 7:30 AM 5 136 11 21 276 13 8 6 7 28 5 25 541 7:45 AM 4 171 11 14 303 19 6 4 10 34 9 17 602 8:00 AM 5 126 8 15 235 18 11 2 7 15 10 27 479 8:15 AM 12 152 10 14 211 17 10 6 9 22 10 26 499 8:30 AM 8 167 12 15 187 14 7 9 6 20 12 23 480 8:45 AM 7 142 10 23 168 21 13 8 12 21 10 25 460 9:00 AM 9 118 16 22 152 17 14 5 7 24 8 19 411 9:15 AM 10 139 18 20 178 28 16 11 3 17 18 21 479 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 72 1541 120 180 2424 194 107 65 84 247 105 269 5408 Approach %4.15 88.92 6.92 6.43 86.63 6.93 41.80 25.39 32.81 39.77 16.91 43.32 App/Depart 1733 /1917 2798 /2755 256 /365 621 /371 730 AM PEAK Volumes 26 585 40 64 1025 67 35 18 33 99 34 95 2121 Approach %3.99 89.86 6.14 5.54 88.67 5.80 40.70 20.93 38.37 43.42 14.91 41.67 PEAK HR. FACTOR:0.881 COMMENT 1: COMMENT 2: CONTROL: 0.860 0.8600.875 Signal TUESDAY AM Peak Hr Begins at: 0.950 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/31/2012 CarlsbadEl Camino Real Marron Rd 12-1148-002 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 29 194 32 62 187 32 51 30 27 26 24 34 728 3:45 PM 47 242 33 42 171 28 42 47 35 24 25 42 778 4:00 PM 37 219 29 41 153 31 43 43 34 43 29 30 732 4:15 PM 32 253 24 33 146 35 53 39 36 28 22 47 748 4:30 PM 36 265 26 51 194 32 45 48 41 41 21 35 835 4:45 PM 36 256 23 56 169 38 45 49 37 26 37 42 814 5:00 PM 46 271 25 47 173 30 50 31 17 34 23 43 790 5:15 PM 39 282 35 48 173 42 44 38 25 38 28 47 839 5:30 PM 28 200 17 33 162 41 46 33 22 49 67 60 758 5:45 PM 39 283 32 48 154 36 28 39 21 39 29 52 800 6:00 PM 19 192 21 35 144 32 44 17 21 37 20 45 627 6:15 PM 27 242 25 49 142 26 38 25 20 47 15 43 699 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 415 2899 322 545 1968 403 529 439 336 432 340 520 9148 Approach %11.41 79.73 8.86 18.69 67.49 13.82 40.57 33.67 25.77 33.44 26.32 40.25 App/Depart 3636 /3948 2916 /2736 1304 /1306 1292 /1158 430 PM PEAK Volumes 157 1074 109 202 709 142 184 166 120 139 109 167 3278 Approach %11.72 80.15 8.13 19.18 67.33 13.49 39.15 35.32 25.53 33.49 26.27 40.24 PEAK HR. FACTOR:0.977 COMMENT 2:0 0.950 0.877 CONTROL:Signal COMMENT 1:0 Marron Rd TUESDAY 12-1148-002 0 Carlsbad PM Peak Hr Begins at: 0.918 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.941 El Camino Real 07/31/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 0 1 3 0 1 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 7 58 3 8 153 8 15 5 9 11 50 11 338 6:45 AM 4 45 3 6 228 16 10 7 22 16 33 20 410 7:00 AM 3 68 2 6 160 18 13 5 42 6 41 23 387 7:15 AM 1 77 2 8 204 16 14 9 13 6 49 26 425 7:30 AM 9 97 2 13 267 17 30 18 26 14 50 26 569 7:45 AM 13 106 0 17 333 22 31 16 17 28 63 38 684 8:00 AM 10 82 5 19 206 21 18 29 15 11 51 34 501 8:15 AM 12 109 3 26 191 22 27 10 14 16 47 33 510 8:30 AM 9 112 3 13 195 23 25 9 13 9 58 32 501 8:45 AM 14 113 5 9 185 21 21 16 14 18 60 25 501 9:00 AM 11 102 3 0 0 0 0 0 0 14 40 24 194 9:15 AM 14 99 1 20 129 33 21 29 12 8 39 40 445 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 107 1068 32 145 2251 217 225 153 197 157 581 332 5465 Approach %8.86 88.48 2.65 5.55 86.15 8.30 39.13 26.61 34.26 14.67 54.30 31.03 App/Depart 1207 /1625 2613 /2605 575 /330 1070 /905 730 AM PEAK Volumes 44 394 10 75 997 82 106 73 72 69 211 131 2264 Approach %9.82 87.95 2.23 6.50 86.40 7.11 42.23 29.08 28.69 16.79 51.34 31.87 PEAK HR. FACTOR:0.827 COMMENT 1: COMMENT 2: CONTROL: 0.776 0.8480.903 Signal TUESDAY AM Peak Hr Begins at: 0.797 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/31/2012 CarlsbadEl Camino Real Carlsbad Village Dr 12-1148-003 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 0 1 3 0 1 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 13 241 9 44 153 29 49 47 23 10 48 33 699 3:45 PM 20 240 12 51 154 36 33 67 16 15 37 28 709 4:00 PM 17 234 11 47 182 41 37 59 15 10 41 25 719 4:15 PM 27 225 13 47 149 39 42 77 15 14 54 39 741 4:30 PM 9 232 12 41 183 41 53 62 15 4 64 26 742 4:45 PM 32 302 10 37 157 44 49 68 14 9 59 46 827 5:00 PM 26 256 19 47 153 37 45 82 19 5 47 25 761 5:15 PM 28 369 19 42 158 39 25 97 17 6 54 34 888 5:30 PM 28 260 18 41 162 49 37 71 14 9 36 24 749 5:45 PM 26 254 16 41 145 43 46 52 7 3 51 33 717 6:00 PM 13 183 16 44 130 17 42 68 5 7 59 27 611 6:15 PM 22 219 8 28 121 34 35 49 12 11 41 28 608 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 261 3015 163 510 1847 449 493 799 172 103 591 368 8771 Approach %7.59 87.67 4.74 18.18 65.82 16.00 33.67 54.58 11.75 9.70 55.65 34.65 App/Depart 3439 /3876 2806 /2122 1464 /1472 1062 /1301 445 PM PEAK Volumes 114 1187 66 167 630 169 156 318 64 29 196 129 3225 Approach %8.34 86.83 4.83 17.29 65.22 17.49 29.00 59.11 11.90 8.19 55.37 36.44 PEAK HR. FACTOR:0.908 COMMENT 2:0 0.958 0.921 CONTROL:Signal COMMENT 1:0 Carlsbad Village Dr TUESDAY 12-1148-003 0 Carlsbad PM Peak Hr Begins at: 0.776 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.822 El Camino Real 07/31/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 2 1 1 1 1 1 2 0 6:00 AM 6:15 AM 6:30 AM 0 32 5 0 211 3 3 2 15 37 27 4 339 6:45 AM 6 57 6 1 234 5 5 5 22 50 27 2 420 7:00 AM 4 51 10 1 180 6 4 6 9 54 40 6 371 7:15 AM 11 67 8 2 256 5 8 7 18 53 19 2 456 7:30 AM 12 79 14 2 287 6 11 12 41 70 28 10 572 7:45 AM 11 96 17 5 331 7 3 12 47 83 34 6 652 8:00 AM 18 80 20 5 239 11 6 24 31 55 37 7 533 8:15 AM 8 78 17 4 250 7 4 17 41 87 37 8 558 8:30 AM 24 101 21 4 210 4 11 15 35 68 25 3 521 8:45 AM 18 111 18 5 216 9 9 19 27 49 37 7 525 9:00 AM 11 75 12 3 152 4 15 18 33 45 27 11 406 9:15 AM 6 103 16 1 137 5 9 16 21 35 16 4 369 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 129 930 164 33 2703 72 88 153 340 686 354 70 5722 Approach %10.55 76.04 13.41 1.18 96.26 2.56 15.15 26.33 58.52 61.80 31.89 6.31 App/Depart 1223 /1088 2808 /3729 581 /350 1110 /555 730 AM PEAK Volumes 49 333 68 16 1107 31 24 65 160 295 136 31 2315 Approach %10.89 74.00 15.11 1.39 95.93 2.69 9.64 26.10 64.26 63.85 29.44 6.71 PEAK HR. FACTOR:0.888 COMMENT 1: COMMENT 2: CONTROL: 0.841 0.9730.907 Signal TUESDAY AM Peak Hr Begins at: 0.875 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/10/2012 CarlsbadEl Camino Real Tamarack Ave 12-1148-004 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 2 1 1 1 1 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 21 232 32 8 130 10 11 28 27 35 20 7 561 3:45 PM 32 255 41 4 149 9 8 33 26 25 32 4 618 4:00 PM 26 253 46 8 157 10 9 30 19 29 24 2 613 4:15 PM 27 317 48 4 123 10 14 24 16 25 23 1 632 4:30 PM 27 259 52 5 175 9 5 27 21 28 32 9 649 4:45 PM 38 322 61 6 139 10 12 37 17 23 26 3 694 5:00 PM 42 326 60 14 132 15 19 36 21 27 20 6 718 5:15 PM 42 375 80 9 146 16 8 31 13 37 34 6 797 5:30 PM 42 334 71 6 127 20 12 32 21 31 22 2 720 5:45 PM 39 268 61 11 117 12 13 35 14 28 32 5 635 6:00 PM 29 254 50 11 95 16 10 25 17 23 21 2 553 6:15 PM 20 162 50 2 91 11 3 45 11 24 28 6 453 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 385 3357 652 88 1581 148 124 383 223 335 314 53 7643 Approach %8.76 76.40 14.84 4.84 87.01 8.15 16.99 52.47 30.55 47.72 44.73 7.55 App/Depart 4394 /3534 1817 /2139 730 /1123 702 /847 445 PM PEAK Volumes 164 1357 272 35 544 61 51 136 72 118 102 17 2929 Approach %9.15 75.68 15.17 5.47 85.00 9.53 19.69 52.51 27.80 49.79 43.04 7.17 PEAK HR. FACTOR:0.919 COMMENT 2:0 0.936 0.852 CONTROL:Signal COMMENT 1:0 Tamarack Ave TUESDAY 12-1148-004 0 Carlsbad PM Peak Hr Begins at: 0.769 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.902 El Camino Real 07/10/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 3 1 2 2 0 2 2 0 6:00 AM 6:15 AM 6:30 AM 7 37 34 3 213 49 5 35 4 112 97 1 597 6:45 AM 5 58 24 3 266 75 11 34 8 202 148 4 838 7:00 AM 4 52 29 1 201 60 3 19 8 130 101 2 610 7:15 AM 9 77 39 1 258 63 9 20 7 223 107 9 822 7:30 AM 17 100 50 4 368 72 14 16 10 185 103 3 942 7:45 AM 12 90 52 7 440 73 19 19 32 275 141 1 1161 8:00 AM 18 108 49 13 309 61 15 21 7 164 94 5 864 8:15 AM 12 90 41 6 372 41 12 24 25 155 96 1 875 8:30 AM 14 116 49 2 298 44 21 29 21 191 90 8 883 8:45 AM 12 110 72 1 276 43 17 32 33 155 76 9 836 9:00 AM 15 94 50 8 220 41 13 22 26 98 60 5 652 9:15 AM 18 111 73 3 176 31 19 30 16 97 58 3 635 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 143 1043 562 52 3397 653 158 301 197 1987 1171 51 9715 Approach %8.18 59.67 32.15 1.27 82.81 15.92 24.09 45.88 30.03 61.92 36.49 1.59 App/Depart 1748 /1252 4102 /5581 656 /915 3209 /1967 730 AM PEAK Volumes 59 388 192 30 1489 247 60 80 74 779 434 10 3842 Approach %9.23 60.72 30.05 1.70 84.31 13.99 28.04 37.38 34.58 63.70 35.49 0.82 PEAK HR. FACTOR:0.827 COMMENT 1: COMMENT 2: CONTROL: 0.849 0.7640.913 Signal TUESDAY AM Peak Hr Begins at: 0.733 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/10/2012 CarlsbadEl Camino Real Cannon Rd 12-1148-005 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 3 1 2 2 0 2 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 15 221 114 1 153 32 34 113 20 40 59 6 808 3:45 PM 15 275 138 8 173 42 48 76 16 74 81 10 956 4:00 PM 12 300 146 3 160 30 43 89 26 52 33 6 900 4:15 PM 19 311 139 11 143 30 47 81 16 88 44 6 935 4:30 PM 16 305 170 8 189 38 52 90 14 55 38 6 981 4:45 PM 13 376 196 6 154 32 78 87 24 65 50 6 1087 5:00 PM 18 366 194 9 151 33 52 98 15 71 47 4 1058 5:15 PM 22 502 251 9 139 44 75 128 31 47 40 5 1293 5:30 PM 26 346 161 5 157 35 38 79 16 63 47 12 985 5:45 PM 24 373 163 6 114 22 52 74 21 53 36 5 943 6:00 PM 13 264 144 7 111 28 58 91 15 63 37 5 836 6:15 PM 11 252 147 3 100 19 45 93 9 42 41 3 765 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 204 3891 1963 76 1744 385 622 1099 223 713 553 74 11547 Approach %3.37 64.23 32.40 3.45 79.09 17.46 32.00 56.53 11.47 53.21 41.27 5.52 App/Depart 6058 /4587 2205 /2680 1944 /3138 1340 /1142 445 PM PEAK Volumes 79 1590 802 29 601 144 243 392 86 246 184 27 4423 Approach %3.20 64.35 32.46 3.75 77.65 18.60 33.70 54.37 11.93 53.83 40.26 5.91 PEAK HR. FACTOR:0.855 COMMENT 2:0 0.982 0.770 CONTROL:Signal COMMENT 1:0 Cannon Rd TUESDAY 12-1148-005 0 Carlsbad PM Peak Hr Begins at: 0.936 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.797 El Camino Real 07/10/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 1 1 2 1 2 2 0 2 2 0 6:00 AM 6:15 AM 6:30 AM 7 58 0 8 224 68 7 0 0 1 8 6 387 6:45 AM 7 58 1 1 354 98 12 0 0 10 4 4 549 7:00 AM 17 81 1 5 246 81 8 0 0 2 5 4 450 7:15 AM 16 113 0 3 342 100 9 2 2 5 6 8 606 7:30 AM 18 112 2 2 385 109 17 2 0 7 2 7 663 7:45 AM 19 119 1 6 522 190 18 0 1 10 7 7 900 8:00 AM 30 119 1 2 370 127 21 0 0 6 5 3 684 8:15 AM 15 123 4 4 375 128 14 1 1 12 10 5 692 8:30 AM 18 151 4 7 360 120 16 2 1 11 9 4 703 8:45 AM 6 151 4 6 339 92 26 6 3 11 6 8 658 9:00 AM 16 124 6 3 303 82 20 2 0 8 4 3 571 9:15 AM 6 129 4 7 198 46 36 3 3 9 5 7 453 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 175 1338 28 54 4018 1241 204 18 11 92 71 66 7316 Approach %11.36 86.83 1.82 1.02 75.63 23.36 87.55 7.73 4.72 40.17 31.00 28.82 App/Depart 1541 /1608 5313 /4121 233 /100 229 /1487 745 AM PEAK Volumes 82 512 10 19 1627 565 69 3 3 39 31 19 2979 Approach %13.58 84.77 1.66 0.86 73.59 25.55 92.00 4.00 4.00 43.82 34.83 21.35 PEAK HR. FACTOR:0.828 COMMENT 1: COMMENT 2: CONTROL: 0.770 0.8930.873 Signal TUESDAY AM Peak Hr Begins at: 0.824 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/10/2012 CarlsbadEl Camino Real College Blvd 12-1148-006 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 1 1 2 1 2 2 0 2 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3 322 11 10 189 18 110 3 2 8 3 6 685 3:45 PM 6 267 12 6 187 23 100 6 3 12 4 8 634 4:00 PM 4 393 11 9 198 28 108 2 2 3 1 4 763 4:15 PM 5 318 7 8 179 31 97 7 4 7 2 9 674 4:30 PM 5 368 8 13 192 28 134 7 3 3 2 7 770 4:45 PM 2 349 3 8 212 29 132 9 3 5 3 5 760 5:00 PM 8 456 5 9 185 34 191 9 3 2 4 10 916 5:15 PM 10 477 19 17 177 22 111 3 2 4 3 11 856 5:30 PM 2 359 14 13 171 25 116 5 1 4 3 7 720 5:45 PM 1 380 6 11 167 23 70 2 2 1 1 8 672 6:00 PM 0 312 10 8 137 32 102 6 3 6 3 7 626 6:15 PM 3 314 13 5 125 22 31 12 1 2 3 4 535 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 49 4315 119 117 2119 315 1302 71 29 57 32 86 8611 Approach %1.09 96.25 2.65 4.59 83.07 12.35 92.87 5.06 2.07 32.57 18.29 49.14 App/Depart 4483 /5703 2551 /2205 1402 /307 175 /396 430 PM PEAK Volumes 25 1650 35 47 766 113 568 28 11 14 12 33 3302 Approach %1.46 96.49 2.05 5.08 82.72 12.20 93.57 4.61 1.81 23.73 20.34 55.93 PEAK HR. FACTOR:0.901 COMMENT 2:0 0.930 0.748 CONTROL:Signal COMMENT 1:0 College Blvd TUESDAY 12-1148-006 0 Carlsbad PM Peak Hr Begins at: 0.819 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.845 El Camino Real 07/10/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 1 1 1.5 1.5 1 2 1 6:00 AM 6:15 AM 6:30 AM 58 53 16 62 112 7 0 14 11 13 81 10 437 6:45 AM 86 48 16 100 197 29 1 35 13 38 175 19 757 7:00 AM 107 71 12 76 183 26 2 30 15 21 104 11 658 7:15 AM 105 83 21 93 202 24 6 36 11 23 122 34 760 7:30 AM 113 120 18 86 255 9 1 52 20 23 188 32 917 7:45 AM 160 121 18 129 310 32 9 53 18 30 193 52 1125 8:00 AM 105 135 20 86 224 38 0 65 25 34 203 26 961 8:15 AM 157 121 23 83 235 39 4 42 13 22 187 33 959 8:30 AM 113 111 27 64 226 33 8 50 14 25 135 40 846 8:45 AM 152 147 19 60 291 19 6 42 14 34 130 36 950 9:00 AM 92 117 19 61 182 16 7 48 28 31 139 23 763 9:15 AM 67 128 22 48 197 22 9 42 30 18 99 24 706 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 1315 1255 231 948 2614 294 53 509 212 312 1756 340 9839 Approach %46.95 44.81 8.25 24.59 67.79 7.62 6.85 65.76 27.39 12.96 72.92 14.12 App/Depart 2801 /1648 3856 /3138 774 /1688 2408 /3365 730 AM PEAK Volumes 535 497 79 384 1024 118 14 212 76 109 771 143 3962 Approach %48.15 44.73 7.11 25.16 67.10 7.73 4.64 70.20 25.17 10.65 75.37 13.98 PEAK HR. FACTOR:0.880 COMMENT 1: COMMENT 2: CONTROL: 0.810 0.8390.923 Signal WEDNESDAY AM Peak Hr Begins at: 0.930 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/11/2012 CarlsbadEl Camino Real Faraday Ave 12-1148-007 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 1 1 1.5 1.5 1 2 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 18 199 11 45 182 9 12 126 94 28 65 50 839 3:45 PM 30 210 22 39 190 12 15 138 102 31 43 40 872 4:00 PM 19 234 22 50 176 3 23 138 100 40 45 62 912 4:15 PM 20 198 14 38 191 4 16 130 85 40 71 47 854 4:30 PM 25 298 16 50 194 2 26 107 74 40 67 55 954 4:45 PM 18 229 26 41 198 11 27 171 118 45 75 60 1019 5:00 PM 33 322 31 65 198 4 30 189 121 40 64 75 1172 5:15 PM 14 268 24 66 180 4 20 210 130 48 73 69 1106 5:30 PM 16 287 24 53 223 5 18 157 108 36 62 64 1053 5:45 PM 26 254 13 50 196 2 18 136 115 31 52 54 947 6:00 PM 15 202 18 36 144 1 19 101 87 24 54 44 745 6:15 PM 13 200 7 24 141 1 15 70 68 17 41 36 633 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 247 2901 228 557 2213 58 239 1673 1202 420 712 656 11106 Approach %7.32 85.93 6.75 19.70 78.25 2.05 7.68 53.73 38.60 23.49 39.82 36.69 App/Depart 3376 /3796 2828 /3835 3114 /2458 1788 /1017 445 PM PEAK Volumes 81 1106 105 225 799 24 95 727 477 169 274 268 4350 Approach %6.27 85.60 8.13 21.47 76.24 2.29 7.31 55.97 36.72 23.77 38.54 37.69 PEAK HR. FACTOR:0.928 COMMENT 2:0 0.932 0.902 CONTROL:Signal COMMENT 1:0 Faraday Ave WEDNESDAY 12-1148-007 0 Carlsbad PM Peak Hr Begins at: 0.936 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.837 El Camino Real 07/11/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 2 2 3 1 2 3 0 2 3 2 6:00 AM 6:15 AM 6:30 AM 15 51 41 27 64 26 14 96 13 49 248 70 714 6:45 AM 11 71 38 82 123 56 16 120 13 108 320 90 1048 7:00 AM 5 51 53 51 79 67 21 132 15 77 210 119 880 7:15 AM 17 105 61 58 134 60 24 147 19 96 282 107 1110 7:30 AM 18 132 61 62 164 53 21 166 24 118 295 111 1225 7:45 AM 21 154 117 85 187 77 37 225 25 103 293 133 1457 8:00 AM 19 148 86 65 211 50 39 214 49 125 304 100 1410 8:15 AM 16 113 69 64 160 57 36 232 41 91 240 145 1264 8:30 AM 24 156 71 75 165 39 34 170 31 79 246 104 1194 8:45 AM 25 148 91 88 197 41 30 191 34 107 321 125 1398 9:00 AM 25 125 93 63 164 56 40 185 27 74 261 81 1194 9:15 AM 30 105 84 57 145 35 28 131 27 77 228 81 1028 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 226 1359 865 777 1793 617 340 2009 318 1104 3248 1266 13922 Approach %9.22 55.47 35.31 24.38 56.26 19.36 12.75 75.33 11.92 19.65 57.81 22.53 App/Depart 2450 /2965 3187 /3215 2667 /3651 5618 /4091 730 AM PEAK Volumes 74 547 333 276 722 237 133 837 139 437 1132 489 5356 Approach %7.76 57.34 34.91 22.35 58.46 19.19 11.99 75.47 12.53 21.23 55.00 23.76 PEAK HR. FACTOR:0.919 COMMENT 1: COMMENT 2: CONTROL: 0.885 0.8970.817 Signal WEDNESDAY AM Peak Hr Begins at: 0.973 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/11/2012 CarlsbadEl Camino Real Palomar Airport Rd 12-1148-008 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 2 2 3 1 2 3 0 2 3 2 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 30 170 142 147 221 31 59 384 19 96 241 82 1622 3:45 PM 18 137 106 138 195 21 48 318 30 87 176 77 1351 4:00 PM 18 181 124 156 241 33 71 311 35 107 187 78 1542 4:15 PM 27 134 92 117 236 38 53 356 28 110 202 71 1464 4:30 PM 18 174 119 153 230 47 73 299 27 100 195 84 1519 4:45 PM 31 163 110 134 208 36 80 356 33 109 233 86 1579 5:00 PM 37 184 119 166 234 36 77 323 17 129 244 102 1668 5:15 PM 33 194 122 159 235 27 81 406 25 112 218 94 1706 5:30 PM 30 155 101 185 184 36 76 415 27 105 233 91 1638 5:45 PM 21 175 115 142 171 23 69 358 25 115 214 79 1507 6:00 PM 22 131 90 111 156 23 39 340 24 109 191 71 1307 6:15 PM 26 137 83 114 147 29 37 262 27 78 184 64 1188 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 311 1935 1323 1722 2458 380 763 4128 317 1257 2518 979 18091 Approach %8.71 54.22 37.07 37.76 53.90 8.33 14.65 79.26 6.09 26.44 52.97 20.59 App/Depart 3569 /3677 4560 /4032 5208 /7173 4754 /3209 445 PM PEAK Volumes 131 696 452 644 861 135 314 1500 102 455 928 373 6591 Approach %10.24 54.42 35.34 39.27 52.50 8.23 16.39 78.29 5.32 25.91 52.85 21.24 PEAK HR. FACTOR:0.966 COMMENT 2:0 0.940 0.925 CONTROL:Signal COMMENT 1:0 Palomar Airport Rd WEDNESDAY 12-1148-008 0 Carlsbad PM Peak Hr Begins at: 0.924 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.916 El Camino Real 07/11/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 3 0 1 1 0 1 1 0 6:00 AM 6:15 AM 6:30 AM 4 101 0 1 91 10 50 0 9 0 0 2 268 6:45 AM 10 139 0 2 105 23 47 0 12 0 0 0 338 7:00 AM 11 152 2 6 124 33 48 1 10 1 0 2 390 7:15 AM 11 215 5 2 159 26 58 0 18 0 4 0 498 7:30 AM 8 211 4 1 177 27 65 1 22 0 1 2 519 7:45 AM 24 262 3 5 195 19 81 0 22 2 1 4 618 8:00 AM 29 305 1 0 231 28 87 0 24 1 1 5 712 8:15 AM 24 301 2 3 201 32 90 1 34 2 0 2 692 8:30 AM 37 296 1 2 193 37 84 2 24 3 0 1 680 8:45 AM 35 341 5 7 230 36 73 22 21 3 6 3 782 9:00 AM 41 270 7 3 221 40 70 2 33 1 1 3 692 9:15 AM 26 250 3 2 179 31 71 0 34 3 5 5 609 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 260 2843 33 34 2106 342 824 29 263 16 19 29 6798 Approach %8.29 90.66 1.05 1.37 84.85 13.78 73.84 2.60 23.57 25.00 29.69 45.31 App/Depart 3136 /3696 2482 /2385 1116 /96 64 /621 800 AM PEAK Volumes 125 1243 9 12 855 133 334 25 103 9 7 11 2866 Approach %9.08 90.27 0.65 1.20 85.50 13.30 72.29 5.41 22.29 33.33 25.93 40.74 PEAK HR. FACTOR:0.916 COMMENT 1: COMMENT 2: CONTROL: 0.916 0.9240.904 Signal WEDNESDAY AM Peak Hr Begins at: 0.563 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/18/2012 CarlsbadEl Camino Real Cassia Rd 12-1148-009 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 3 0 1 1 0 1 1 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 36 182 3 1 270 49 42 2 27 1 0 1 614 3:45 PM 39 187 3 2 275 56 56 1 45 5 0 2 671 4:00 PM 32 195 2 2 325 44 33 1 24 2 1 2 663 4:15 PM 50 205 4 5 337 52 51 3 31 5 6 7 756 4:30 PM 33 196 4 2 354 69 41 4 42 5 5 7 762 4:45 PM 41 227 2 5 318 65 51 2 27 1 2 1 742 5:00 PM 30 227 2 3 470 87 46 0 34 2 0 2 903 5:15 PM 39 250 1 4 423 81 66 1 43 5 4 2 919 5:30 PM 31 213 4 4 415 102 44 0 34 0 1 2 850 5:45 PM 29 204 1 0 284 71 46 4 21 5 0 0 665 6:00 PM 52 244 4 0 302 92 33 1 34 8 6 1 777 6:15 PM 42 172 3 1 253 52 49 2 33 0 1 1 609 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 454 2502 33 29 4026 820 558 21 395 39 26 28 8931 Approach %15.19 83.71 1.10 0.59 82.58 16.82 57.29 2.16 40.55 41.94 27.96 30.11 App/Depart 2989 /3088 4875 /4460 974 /83 93 /1300 445 PM PEAK Volumes 141 917 9 16 1626 335 207 3 138 8 7 7 3414 Approach %13.21 85.94 0.84 0.81 82.25 16.94 59.48 0.86 39.66 36.36 31.82 31.82 PEAK HR. FACTOR:0.929 COMMENT 2:0 0.883 0.791 CONTROL:Signal COMMENT 1:0 Cassia Rd WEDNESDAY 12-1148-009 0 Carlsbad PM Peak Hr Begins at: 0.500 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.920 El Camino Real 07/18/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 1 2 2 1 2 2 0 2 2 0 6:00 AM 6:15 AM 6:30 AM 0 102 13 6 95 0 1 0 1 46 0 8 272 6:45 AM 0 153 26 5 113 1 1 0 2 61 4 14 380 7:00 AM 1 184 36 4 125 2 4 2 0 56 1 13 428 7:15 AM 0 215 31 8 171 3 2 1 1 55 1 13 501 7:30 AM 1 247 33 3 189 2 7 1 0 64 1 20 568 7:45 AM 0 384 44 15 212 1 0 1 0 76 1 48 782 8:00 AM 2 303 36 14 236 4 3 2 3 91 1 34 729 8:15 AM 1 303 39 12 230 2 4 3 1 58 1 30 684 8:30 AM 0 231 29 6 207 3 7 1 1 54 0 44 583 8:45 AM 2 317 58 10 248 5 2 2 2 51 1 37 735 9:00 AM 0 242 34 17 221 2 3 4 1 62 0 36 622 9:15 AM 1 246 35 16 216 1 1 1 5 48 1 22 593 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 8 2927 414 116 2263 26 35 18 17 722 12 319 6877 Approach %0.24 87.40 12.36 4.82 94.10 1.08 50.00 25.71 24.29 68.57 1.14 30.29 App/Depart 3349 /3281 2405 /3002 70 /548 1053 /46 745 AM PEAK Volumes 3 1221 148 47 885 10 14 7 5 279 3 156 2778 Approach %0.22 88.99 10.79 4.99 93.95 1.06 53.85 26.92 19.23 63.70 0.68 35.62 PEAK HR. FACTOR:0.888 07/18/2012 CarlsbadEl Camino Real Poinsettia Ln 12-1148-010 Signal WEDNESDAY AM Peak Hr Begins at: 0.869 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.927 0.7220.801 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 1 2 2 1 2 2 0 2 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3 235 50 21 269 4 1 0 3 49 1 12 648 3:45 PM 1 232 52 27 301 2 1 1 4 31 0 11 663 4:00 PM 0 261 63 24 318 5 3 0 5 49 7 17 752 4:15 PM 0 246 73 32 334 4 3 0 2 50 3 18 765 4:30 PM 0 227 53 28 366 4 2 0 1 45 4 21 751 4:45 PM 0 305 63 34 316 5 2 1 2 57 1 21 807 5:00 PM 2 232 63 37 446 4 3 2 1 52 1 14 857 5:15 PM 3 272 82 34 444 3 2 0 2 49 2 18 911 5:30 PM 3 273 85 40 397 6 4 0 2 50 2 14 876 5:45 PM 1 261 63 24 285 6 0 1 1 46 2 31 721 6:00 PM 1 256 70 36 279 4 2 0 2 27 5 13 695 6:15 PM 2 196 54 26 267 5 4 1 1 36 3 12 607 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 16 2996 771 363 4022 52 27 6 26 541 31 202 9053 Approach %0.42 79.20 20.38 8.18 90.65 1.17 45.76 10.17 44.07 69.90 4.01 26.10 App/Depart 3783 /3225 4437 /4589 59 /1140 774 /99 445 PM PEAK Volumes 8 1082 293 145 1603 18 11 3 7 208 6 67 3451 Approach %0.58 78.24 21.19 8.21 90.77 1.02 52.38 14.29 33.33 74.02 2.14 23.84 PEAK HR. FACTOR:0.947 Carlsbad PM Peak Hr Begins at: 0.889 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.940 El Camino Real 07/18/2012 Poinsettia Ln WEDNESDAY 12-1148-010 0 COMMENT 2:0 0.907 0.875 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 1 2 3 0 2 2 1 2 2 0 6:00 AM 6:15 AM 6:30 AM 8 90 14 4 123 7 11 12 29 132 39 10 479 6:45 AM 16 176 26 4 153 7 11 15 27 128 36 11 610 7:00 AM 20 181 27 7 160 13 16 21 27 136 50 13 671 7:15 AM 27 187 23 8 160 8 10 29 33 160 65 17 727 7:30 AM 12 260 46 8 235 10 11 25 35 150 61 28 881 7:45 AM 39 326 47 13 226 18 19 28 51 194 77 38 1076 8:00 AM 27 283 48 10 277 14 23 41 51 167 52 27 1020 8:15 AM 41 278 53 13 252 14 25 30 53 149 66 31 1005 8:30 AM 49 247 56 11 243 18 15 32 71 180 86 36 1044 8:45 AM 47 296 72 15 241 13 27 39 60 136 100 33 1079 9:00 AM 49 268 49 14 246 6 25 38 71 124 67 14 971 9:15 AM 64 190 63 12 211 12 25 55 64 119 90 24 929 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 399 2782 524 119 2527 140 218 365 572 1775 789 282 10492 Approach %10.77 75.09 14.14 4.27 90.70 5.03 18.87 31.60 49.52 62.37 27.72 9.91 App/Depart 3705 /3282 2786 /4874 1155 /1008 2846 /1328 800 AM PEAK Volumes 164 1104 229 49 1013 59 90 142 235 632 304 127 4148 Approach %10.96 73.75 15.30 4.37 90.37 5.26 19.27 30.41 50.32 59.45 28.60 11.95 PEAK HR. FACTOR:0.961 7/18/2012 CarlsbadEl Camino Real Alga Rd 12-1148-011 Signal WEDNESDAY AM Peak Hr Begins at: 0.880 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.931 0.9270.902 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 1 2 3 0 2 2 1 2 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 68 210 104 27 238 15 25 47 64 92 63 20 973 3:45 PM 65 276 126 28 265 33 23 76 76 81 42 28 1119 4:00 PM 67 247 147 28 250 11 22 51 82 84 55 9 1053 4:15 PM 74 272 119 23 214 27 12 47 83 91 54 18 1034 4:30 PM 69 261 124 33 251 27 25 67 74 88 54 14 1087 4:45 PM 96 298 146 34 299 22 38 79 66 80 76 25 1259 5:00 PM 103 282 137 39 332 27 28 112 76 79 48 14 1277 5:15 PM 73 296 143 46 415 25 27 105 97 95 67 25 1414 5:30 PM 88 326 159 31 336 33 23 92 59 77 54 19 1297 5:45 PM 77 282 153 37 250 27 14 67 79 70 55 18 1129 6:00 PM 106 297 154 31 227 23 28 84 82 79 61 15 1187 6:15 PM 109 236 153 36 269 24 29 58 72 65 49 21 1121 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 995 3283 1665 393 3346 294 294 885 910 981 678 226 13950 Approach %16.74 55.24 28.02 9.74 82.97 7.29 14.07 42.36 43.56 52.04 35.97 11.99 App/Depart 5943 /3803 4033 /5237 2089 /2943 1885 /1967 445 PM PEAK Volumes 360 1202 585 150 1382 107 116 388 298 331 245 83 5247 Approach %16.77 55.99 27.25 9.15 84.32 6.53 14.46 48.38 37.16 50.23 37.18 12.59 PEAK HR. FACTOR:0.928 Carlsbad PM Peak Hr Begins at: 0.881 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.937 El Camino Real 7/18/2012 Alga Rd WEDNESDAY 12-1148-011 0 COMMENT 2:0 0.843 0.876 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 1 2 2 1 1 2 1 6:00 AM 6:15 AM 6:30 AM 29 53 1 8 102 162 66 17 20 9 98 15 580 6:45 AM 28 81 1 11 107 138 145 50 34 20 133 28 776 7:00 AM 29 95 4 19 115 171 111 37 22 11 122 27 763 7:15 AM 29 100 6 18 131 183 134 52 40 25 141 47 906 7:30 AM 39 167 6 11 249 190 130 56 52 23 159 42 1124 7:45 AM 73 182 4 13 236 181 172 70 81 38 126 72 1248 8:00 AM 58 149 4 14 266 187 146 55 59 32 152 55 1177 8:15 AM 41 208 2 26 293 176 152 56 75 28 121 55 1233 8:30 AM 57 160 6 25 228 170 176 76 74 27 117 50 1166 8:45 AM 44 218 11 29 273 130 180 85 85 26 150 57 1288 9:00 AM 60 189 6 48 266 132 131 63 45 26 104 52 1122 9:15 AM 47 179 12 35 190 140 151 84 74 28 105 46 1091 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 534 1781 63 257 2456 1960 1694 701 661 293 1528 546 12474 Approach %22.46 74.89 2.65 5.50 52.56 41.94 55.43 22.94 21.63 12.38 64.55 23.07 App/Depart 2378 /4021 4673 /3410 3056 /1021 2367 /4022 800 AM PEAK Volumes 200 735 23 94 1060 663 654 272 293 113 540 217 4864 Approach %20.88 76.72 2.40 5.17 58.34 36.49 53.65 22.31 24.04 12.99 62.07 24.94 PEAK HR. FACTOR:0.944 7/18/2012 CarlsbadEl Camino Real La Costa Ave 12-1148-012 Signal WEDNESDAY AM Peak Hr Begins at: 0.910 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.918 0.8710.877 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 1 2 2 1 1 2 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 72 243 15 45 226 162 174 115 58 37 85 32 1264 3:45 PM 55 252 12 43 239 164 175 127 58 37 113 42 1317 4:00 PM 68 310 19 31 272 162 152 97 54 25 81 37 1308 4:15 PM 61 282 23 50 239 192 150 123 60 39 97 39 1355 4:30 PM 45 342 24 62 270 177 133 115 39 26 95 29 1357 4:45 PM 68 264 16 38 260 171 227 133 53 43 66 46 1385 5:00 PM 61 289 21 52 259 173 180 92 51 31 97 34 1340 5:15 PM 49 343 18 53 300 197 193 148 70 16 48 29 1464 5:30 PM 70 336 16 60 300 198 198 113 42 31 110 30 1504 5:45 PM 59 402 26 43 231 139 150 103 48 26 58 37 1322 6:00 PM 48 311 19 42 205 191 216 142 70 36 83 39 1402 6:15 PM 50 263 21 44 262 159 190 116 63 25 80 49 1322 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 706 3637 230 563 3063 2085 2138 1424 666 372 1013 443 16340 Approach %15.44 79.53 5.03 9.86 53.63 36.51 50.57 33.68 15.75 20.35 55.42 24.23 App/Depart 4573 /6218 5711 /4101 4228 /2217 1828 /3804 445 PM PEAK Volumes 248 1232 71 203 1119 739 798 486 216 121 321 139 5693 Approach %15.99 79.43 4.58 9.85 54.29 35.86 53.20 32.40 14.40 20.83 55.25 23.92 PEAK HR. FACTOR:0.946 Carlsbad PM Peak Hr Begins at: 0.849 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.919 El Camino Real 7/18/2012 La Costa Ave WEDNESDAY 12-1148-012 0 COMMENT 2:0 0.923 0.908 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 3 50 7 7 107 26 2 4 1 24 33 12 276 6:45 AM 3 77 8 5 130 28 12 2 1 21 46 22 355 7:00 AM 2 90 6 13 149 22 9 6 1 38 47 20 403 7:15 AM 2 82 13 15 200 18 11 8 3 33 69 19 473 7:30 AM 3 149 14 9 278 38 12 14 0 22 58 31 628 7:45 AM 7 122 12 26 283 31 22 16 3 54 60 34 670 8:00 AM 4 170 17 25 352 42 20 11 5 57 77 34 814 8:15 AM 4 151 28 15 364 42 19 12 8 64 69 33 809 8:30 AM 9 158 29 27 303 53 20 17 8 40 62 44 770 8:45 AM 3 192 36 27 402 63 17 22 4 61 56 26 909 9:00 AM 11 141 37 25 280 43 32 21 8 29 52 30 709 9:15 AM 11 192 28 27 231 50 26 15 11 43 48 36 718 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 62 1574 235 221 3079 456 202 148 53 486 677 341 7534 Approach %3.31 84.13 12.56 5.88 81.98 12.14 50.12 36.72 13.15 32.31 45.01 22.67 App/Depart 1871 /2117 3756 /3618 403 /604 1504 /1195 800 AM PEAK Volumes 20 671 110 94 1421 200 76 62 25 222 264 137 3302 Approach %2.50 83.77 13.73 5.48 82.86 11.66 46.63 38.04 15.34 35.63 42.38 21.99 PEAK HR. FACTOR:0.908 7/19/2012 CarlsbadEl Camino Real Calle Barcelona 12-1148-013 Signal THURSDAY AM Peak Hr Begins at: 0.927 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.871 0.9060.867 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 21 241 35 29 218 57 79 54 21 22 36 23 836 3:45 PM 13 327 54 21 240 76 85 53 24 26 31 20 970 4:00 PM 28 274 47 20 195 48 60 59 29 27 42 28 857 4:15 PM 17 269 50 27 335 77 73 55 27 29 31 18 1008 4:30 PM 25 298 54 26 249 43 55 45 16 28 40 26 905 4:45 PM 15 316 58 44 284 62 67 40 22 22 32 24 986 5:00 PM 15 336 71 36 270 68 71 63 24 25 34 20 1033 5:15 PM 28 312 48 42 285 67 70 40 29 29 43 28 1021 5:30 PM 18 316 58 53 316 77 71 55 29 26 41 24 1084 5:45 PM 22 286 71 48 271 66 77 52 25 27 37 31 1013 6:00 PM 10 256 66 34 219 66 48 67 19 24 34 22 865 6:15 PM 16 208 41 31 199 50 94 50 23 25 47 21 805 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 228 3439 653 411 3081 757 850 633 288 310 448 285 11383 Approach %5.28 79.61 15.12 9.67 72.51 17.82 48.00 35.74 16.26 29.72 42.95 27.33 App/Depart 4320 /4574 4249 /3679 1771 /1697 1043 /1433 500 PM PEAK Volumes 83 1250 248 179 1142 278 289 210 107 107 155 103 4151 Approach %5.25 79.06 15.69 11.19 71.42 17.39 47.69 34.65 17.66 29.32 42.47 28.22 PEAK HR. FACTOR:0.957 Carlsbad PM Peak Hr Begins at: 0.913 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.937 El Camino Real 7/19/2012 Calle Barcelona THURSDAY 12-1148-013 0 COMMENT 2:0 0.896 0.959 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 1 1 1.5 0.5 1 1 1 0 1 1 1 6:00 AM 6:15 AM 6:30 AM 2 2 13 28 7 1 3 27 10 57 14 39 203 6:45 AM 3 7 15 30 11 7 3 43 15 67 21 58 280 7:00 AM 6 9 10 26 11 5 8 39 9 59 30 42 254 7:15 AM 5 12 23 34 19 8 6 45 7 62 24 40 285 7:30 AM 10 9 26 30 14 7 4 51 13 67 41 84 356 7:45 AM 3 5 23 34 14 2 4 62 13 90 43 89 382 8:00 AM 6 8 16 44 11 6 17 57 18 59 48 99 389 8:15 AM 0 0 0 36 14 10 3 5 1 80 39 68 256 8:30 AM 7 12 31 32 15 8 3 56 7 59 38 58 326 8:45 AM 8 17 31 29 19 6 7 55 22 75 48 69 386 9:00 AM 7 13 38 43 13 9 5 51 15 61 39 58 352 9:15 AM 3 12 29 43 12 4 4 66 8 57 37 54 329 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 60 106 255 409 160 73 67 557 138 793 422 758 3798 Approach %14.25 25.18 60.57 63.71 24.92 11.37 8.79 73.10 18.11 40.19 21.39 38.42 App/Depart 421 /931 642 /1091 762 /1221 1973 /555 715 AM PEAK Volumes 24 34 88 142 58 23 31 215 51 278 156 312 1412 Approach %16.44 23.29 60.27 63.68 26.01 10.31 10.44 72.39 17.17 37.27 20.91 41.82 PEAK HR. FACTOR:0.907 COMMENT 1: COMMENT 2: CONTROL: 0.914 0.8070.811 Signal WEDNESDAY AM Peak Hr Begins at: 0.840 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 08/01/2012 CarlsbadAvenida Encinas Palomar Airport Rd 12-1148-014 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 1 1 1.5 0.5 1 1 1 0 1 1 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 7 15 48 59 21 14 3 90 13 61 86 48 465 3:45 PM 9 17 35 53 13 8 9 72 14 67 62 67 426 4:00 PM 12 21 81 66 28 6 5 60 12 42 84 51 468 4:15 PM 11 15 50 81 12 5 3 67 6 66 83 68 467 4:30 PM 18 18 136 55 12 6 2 58 5 50 83 48 491 4:45 PM 17 5 63 67 16 4 9 61 14 76 86 56 474 5:00 PM 0 0 0 75 23 13 0 0 0 78 90 76 355 5:15 PM 11 19 91 67 23 8 7 67 13 74 100 87 567 5:30 PM 31 24 111 70 20 9 5 73 10 57 108 88 606 5:45 PM 21 31 73 59 15 15 7 73 10 49 86 90 529 6:00 PM 15 22 81 60 12 4 10 57 8 37 93 73 472 6:15 PM 17 29 73 68 9 19 10 85 6 41 83 91 531 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 169 216 842 780 204 111 70 763 111 698 1044 843 5851 Approach %13.77 17.60 68.62 71.23 18.63 10.14 7.42 80.83 11.76 27.00 40.39 32.61 App/Depart 1227 /1129 1095 /1013 944 /2385 2585 /1324 515 PM PEAK Volumes 78 96 356 256 70 36 29 270 41 217 387 338 2174 Approach %14.72 18.11 67.17 70.72 19.34 9.94 8.53 79.41 12.06 23.04 41.08 35.88 PEAK HR. FACTOR:0.897 COMMENT 2:0 0.914 0.944 CONTROL:Signal COMMENT 1:0 Palomar Airport Rd WEDNESDAY 12-1148-014 0 Carlsbad PM Peak Hr Begins at: 0.902 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.798 Avenida Encinas 08/01/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 6:00 AM 6:15 AM 6:30 AM 27 6 11 6 2 8 19 277 19 29 150 11 565 6:45 AM 29 9 25 5 4 10 23 426 21 32 200 26 810 7:00 AM 36 10 9 14 6 14 31 325 21 37 180 9 692 7:15 AM 43 17 26 20 6 12 30 465 32 48 165 28 892 7:30 AM 38 12 30 25 9 13 43 543 27 37 195 31 1003 7:45 AM 28 17 31 20 11 20 31 642 31 23 195 28 1077 8:00 AM 45 19 37 19 11 16 47 533 40 46 220 36 1069 8:15 AM 42 19 42 33 8 19 44 495 30 46 200 40 1018 8:30 AM 47 12 29 24 7 26 36 478 37 44 203 26 969 8:45 AM 56 19 34 26 23 28 50 482 47 58 160 35 1018 9:00 AM 30 18 30 22 8 32 46 413 33 32 190 35 889 9:15 AM 43 15 23 37 14 41 45 386 30 37 160 26 857 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 464 173 327 251 109 239 445 5465 368 469 2218 331 10859 Approach %48.13 17.95 33.92 41.90 18.20 39.90 7.09 87.05 5.86 15.54 73.49 10.97 App/Depart 964 /949 599 /946 6278 /6043 3018 /2921 730 AM PEAK Volumes 153 67 140 97 39 68 165 2213 128 152 810 135 4167 Approach %42.50 18.61 38.89 47.55 19.12 33.33 6.58 88.31 5.11 13.86 73.84 12.31 PEAK HR. FACTOR:0.967 08/01/2012 CarlsbadPaseo Del Norte Palomar Airport Rd 12-1148-015 Signal WEDNESDAY AM Peak Hr Begins at: 0.908 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.850 0.8900.874 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 3 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 60 22 33 60 15 71 76 308 40 38 450 55 1228 3:45 PM 65 28 39 65 22 68 79 301 27 52 358 60 1164 4:00 PM 42 19 38 66 34 85 68 332 49 71 431 76 1311 4:15 PM 43 24 39 72 36 73 67 252 53 36 466 44 1205 4:30 PM 45 22 35 63 23 78 80 341 47 58 473 48 1313 4:45 PM 50 27 31 52 25 54 63 279 45 50 394 65 1135 5:00 PM 47 35 44 56 29 72 60 314 30 72 453 47 1259 5:15 PM 44 19 35 46 25 68 56 348 58 114 586 102 1501 5:30 PM 63 37 54 57 30 75 81 260 45 84 445 90 1321 5:45 PM 56 24 28 46 23 57 84 294 52 50 417 75 1206 6:00 PM 58 29 34 57 23 68 63 250 40 50 480 68 1220 6:15 PM 50 16 32 46 32 68 72 293 33 45 429 70 1186 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 623 302 442 686 317 837 849 3572 519 720 5382 800 15049 Approach %45.57 22.09 32.33 37.28 17.23 45.49 17.19 72.31 10.51 10.43 77.98 11.59 App/Depart 1367 /1951 1840 /1556 4940 /4700 6902 /6842 500 PM PEAK Volumes 210 115 161 205 107 272 281 1216 185 320 1901 314 5287 Approach %43.21 23.66 33.13 35.10 18.32 46.58 16.71 72.29 11.00 12.62 74.99 12.39 PEAK HR. FACTOR:0.881 Carlsbad PM Peak Hr Begins at: 0.790 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.789 Paseo Del Norte 08/01/2012 Palomar Airport Rd WEDNESDAY 12-1148-015 0 COMMENT 2:0 0.901 0.910 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 1 0 2 1 1 2 3 1 1 3 1 6:00 AM 6:15 AM 6:30 AM 18 1 8 2 2 5 12 246 8 5 218 18 543 6:45 AM 6 2 11 5 2 6 11 335 15 11 165 37 606 7:00 AM 15 1 13 4 2 5 13 307 10 7 207 25 609 7:15 AM 14 2 13 6 1 14 16 429 23 9 229 25 781 7:30 AM 19 2 23 7 3 8 20 461 25 9 208 29 814 7:45 AM 10 7 26 8 3 9 22 575 15 14 242 58 989 8:00 AM 21 2 20 10 6 7 33 448 16 13 237 49 862 8:15 AM 18 6 20 14 5 10 32 525 24 18 256 49 977 8:30 AM 18 2 20 10 3 18 44 438 33 18 248 32 884 8:45 AM 34 2 19 8 3 13 36 477 36 13 247 35 923 9:00 AM 17 1 20 12 4 15 40 464 18 23 223 33 870 9:15 AM 34 4 21 15 8 20 42 375 28 22 233 22 824 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 224 32 214 101 42 130 321 5080 251 162 2713 412 9682 Approach %47.66 6.81 45.53 37.00 15.38 47.62 5.68 89.88 4.44 4.93 82.54 12.53 App/Depart 470 /765 273 /455 5652 /5395 3287 /3067 745 AM PEAK Volumes 67 17 86 42 17 44 131 1986 88 63 983 188 3712 Approach %39.41 10.00 50.59 40.78 16.50 42.72 5.94 90.07 3.99 5.11 79.66 15.24 PEAK HR. FACTOR:0.938 COMMENT 1: COMMENT 2: CONTROL: 0.831 0.9010.966 Signal THURSDAY AM Peak Hr Begins at: 0.955 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/12/2012 CarlsbadArmada Dr - Costco Ent Palomar Airport Rd 12-1148-016 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 1 0 2 1 1 2 3 1 1 3 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 72 9 59 30 15 48 25 204 43 38 382 20 945 3:45 PM 105 10 61 28 18 38 18 293 35 67 369 8 1050 4:00 PM 55 14 53 46 16 40 26 257 33 44 454 19 1057 4:15 PM 103 16 60 49 15 35 22 295 25 69 443 32 1164 4:30 PM 67 11 67 59 10 77 21 315 36 57 500 18 1238 4:45 PM 81 15 57 48 16 55 20 303 26 47 464 34 1166 5:00 PM 77 5 64 70 18 50 28 314 23 58 543 38 1288 5:15 PM 85 9 49 48 26 44 15 333 28 60 485 30 1212 5:30 PM 106 10 64 55 19 50 24 318 27 57 526 28 1284 5:45 PM 70 12 50 40 16 45 21 350 32 58 440 15 1149 6:00 PM 90 20 73 49 22 48 18 357 25 46 421 15 1184 6:15 PM 83 18 54 39 15 38 21 293 30 55 416 12 1074 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 994 149 711 561 206 568 259 3632 363 656 5443 269 13811 Approach %53.61 8.04 38.35 42.02 15.43 42.55 6.09 85.38 8.53 10.30 85.47 4.22 App/Depart 1854 /677 1335 /1225 4254 /4904 6368 /7005 445 PM PEAK Volumes 349 39 234 221 79 199 87 1268 104 222 2018 130 4950 Approach %56.11 6.27 37.62 44.29 15.83 39.88 5.96 86.91 7.13 9.37 85.15 5.49 PEAK HR. FACTOR:0.961 COMMENT 2:0 0.904 0.970 CONTROL:Signal COMMENT 1:0 Palomar Airport Rd THURSDAY 12-1148-016 0 Carlsbad PM Peak Hr Begins at: 0.927 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.864 Armada Dr - Costco Ent 07/12/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 1 1 0.5 1.5 2 3 1 2 3 1 6:00 AM 6:15 AM 6:30 AM 22 19 16 8 10 45 55 208 12 17 166 2 580 6:45 AM 38 37 27 5 20 39 96 271 21 13 162 2 731 7:00 AM 31 35 32 2 25 34 87 239 16 15 182 10 708 7:15 AM 36 59 45 5 53 47 130 287 35 16 182 4 899 7:30 AM 29 67 41 8 18 35 125 361 27 29 211 6 957 7:45 AM 41 103 63 13 39 43 178 446 32 25 223 6 1212 8:00 AM 46 87 52 8 35 38 128 309 24 27 241 10 1005 8:15 AM 49 86 51 6 29 36 150 357 34 14 266 7 1085 8:30 AM 51 82 55 4 31 40 123 279 39 32 204 7 947 8:45 AM 49 96 61 13 52 47 104 350 42 28 205 4 1051 9:00 AM 30 65 38 8 20 36 103 338 46 31 209 10 934 9:15 AM 35 45 47 4 27 53 80 284 23 33 224 10 865 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 457 781 528 84 359 493 1359 3729 351 280 2475 78 10974 Approach %25.88 44.22 29.90 8.97 38.35 52.67 24.99 68.56 6.45 9.88 87.36 2.75 App/Depart 1766 /2218 936 /990 5439 /4341 2833 /3425 730 AM PEAK Volumes 165 343 207 35 121 152 581 1473 117 95 941 29 4259 Approach %23.08 47.97 28.95 11.36 39.29 49.35 26.76 67.85 5.39 8.92 88.36 2.72 PEAK HR. FACTOR:0.879 COMMENT 1: COMMENT 2: CONTROL: 0.811 0.8270.864 Signal THURSDAY AM Peak Hr Begins at: 0.928 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/12/2012 CarlsbadCollege Blvd - Aviara Pkwy Palomar Airport Rd 12-1148-017 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 1 1 0.5 1.5 2 3 1 2 3 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 27 26 33 5 62 91 44 302 76 36 307 12 1021 3:45 PM 57 24 29 2 45 64 27 329 66 41 310 13 1007 4:00 PM 45 19 41 7 84 122 33 277 60 47 347 19 1101 4:15 PM 52 29 19 6 69 110 32 299 70 61 356 8 1111 4:30 PM 48 55 45 10 84 106 42 305 83 32 367 21 1198 4:45 PM 45 29 33 10 83 119 55 292 79 62 349 11 1167 5:00 PM 48 35 42 8 115 163 35 325 80 68 393 23 1335 5:15 PM 44 41 30 13 129 188 39 305 81 73 337 13 1293 5:30 PM 62 37 34 6 96 151 31 297 79 60 406 12 1271 5:45 PM 54 27 36 5 89 118 33 251 64 49 328 5 1059 6:00 PM 46 22 30 4 60 133 29 293 92 42 354 4 1109 6:15 PM 61 12 39 6 61 107 30 241 69 38 258 6 928 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 589 356 411 82 977 1472 430 3516 899 609 4112 147 13600 Approach %43.44 26.25 30.31 3.24 38.60 58.16 8.88 72.57 18.56 12.51 84.47 3.02 App/Depart 1356 /933 2531 /2485 4845 /4009 4868 /6173 445 PM PEAK Volumes 199 142 139 37 423 621 160 1219 319 263 1485 59 5066 Approach %41.46 29.58 28.96 3.42 39.13 57.45 9.42 71.79 18.79 14.55 82.18 3.27 PEAK HR. FACTOR:0.949 COMMENT 2:0 0.819 0.965 CONTROL:Signal COMMENT 1:0 Palomar Airport Rd THURSDAY 12-1148-017 0 Carlsbad PM Peak Hr Begins at: 0.933 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.902 College Blvd - Aviara Pkwy 07/12/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 0 1 0 1 3 0 1 3 0 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 8 1 7 5 0 3 4 113 13 41 244 10 449 7:15 AM 8 1 6 2 0 2 6 158 31 83 244 12 553 7:30 AM 9 2 7 0 0 1 7 144 23 41 293 15 542 7:45 AM 7 0 9 1 1 2 13 191 19 56 277 11 587 8:00 AM 8 0 8 5 0 2 6 239 27 41 306 11 653 8:15 AM 13 2 9 3 1 6 9 255 25 60 396 22 801 8:30 AM 11 2 9 5 0 6 15 225 35 51 294 19 672 8:45 AM 11 1 4 3 1 6 9 235 29 31 315 16 661 9:00 AM 10 4 11 7 0 5 9 214 20 43 311 20 654 9:15 AM 17 0 11 5 1 5 13 202 29 43 304 18 648 9:30 AM 11 2 5 10 3 5 12 222 27 36 235 16 584 9:45 AM 15 1 9 5 1 6 13 182 26 28 266 15 567 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 128 16 95 51 8 49 116 2380 304 554 3485 185 7371 Approach %53.56 6.69 39.75 47.22 7.41 45.37 4.14 85.00 10.86 13.12 82.50 4.38 App/Depart 239 /317 108 /866 2800 /2526 4224 /3662 815 AM PEAK Volumes 45 9 33 18 2 23 42 929 109 185 1316 77 2788 Approach %51.72 10.34 37.93 41.86 4.65 53.49 3.89 86.02 10.09 11.72 83.40 4.88 PEAK HR. FACTOR:0.870 COMMENT 1: COMMENT 2: CONTROL: 0.896 0.9340.870 Signal THURSDAY AM Peak Hr Begins at: 0.825 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/12/2012 CarlsbadYarrow Dr Palomar Airport Rd 12-1148-018 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 0 1 0 1 3 0 1 3 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 25 1 53 14 2 7 3 357 14 16 274 10 776 3:45 PM 23 0 41 15 2 12 6 365 19 25 189 10 707 4:00 PM 31 2 70 17 1 10 4 343 24 23 259 7 791 4:15 PM 29 5 51 9 2 8 2 360 16 25 225 12 744 4:30 PM 37 4 78 20 4 9 5 382 16 14 258 15 842 4:45 PM 20 2 51 19 2 13 10 358 14 17 233 11 750 5:00 PM 38 10 76 15 5 7 12 439 16 13 260 14 905 5:15 PM 42 2 40 16 3 23 10 380 15 16 286 8 841 5:30 PM 30 0 46 20 1 17 4 357 8 21 251 13 768 5:45 PM 29 0 32 8 0 11 3 296 14 18 233 3 647 6:00 PM 14 0 31 12 1 9 5 315 8 6 251 6 658 6:15 PM 14 0 14 21 1 13 4 306 10 16 213 6 618 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 332 26 583 186 24 139 68 4258 174 210 2932 115 9047 Approach %35.28 2.76 61.96 53.30 6.88 39.83 1.51 94.62 3.87 6.45 90.02 3.53 App/Depart 941 /209 349 /408 4500 /5027 3257 /3403 430 PM PEAK Volumes 137 18 245 70 14 52 37 1559 61 60 1037 48 3338 Approach %34.25 4.50 61.25 51.47 10.29 38.24 2.23 94.09 3.68 5.24 90.57 4.19 PEAK HR. FACTOR:0.922 COMMENT 2:0 0.810 0.887 CONTROL:Signal COMMENT 1:0 Palomar Airport Rd THURSDAY 12-1148-018 0 Carlsbad PM Peak Hr Begins at: 0.923 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.806 Yarrow Dr 07/12/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 0 0 0 1 0 3 0 0 3 0 6:00 AM 6:15 AM 6:30 AM 2 6 2 1 2 10 33 135 10 6 440 16 663 6:45 AM 4 13 3 3 5 18 34 168 12 11 571 27 869 7:00 AM 10 10 7 3 4 14 49 182 21 15 431 23 769 7:15 AM 8 8 3 6 3 18 36 249 11 15 498 22 877 7:30 AM 7 18 2 7 2 27 39 227 23 11 540 24 927 7:45 AM 9 19 3 4 1 25 105 331 29 16 614 25 1181 8:00 AM 10 13 4 11 3 26 59 258 26 17 578 28 1033 8:15 AM 4 8 3 9 3 27 71 257 33 14 487 27 943 8:30 AM 10 12 4 12 2 23 73 241 25 13 539 32 986 8:45 AM 7 7 6 12 3 33 61 276 18 11 465 24 923 9:00 AM 4 8 3 3 1 25 57 217 21 9 426 26 800 9:15 AM 0 9 3 10 5 42 50 246 15 5 309 20 714 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 75 131 43 81 34 288 667 2787 244 143 5898 294 10685 Approach %30.12 52.61 17.27 20.10 8.44 71.46 18.04 75.37 6.60 2.26 93.10 4.64 App/Depart 249 /1092 403 /421 3698 /2911 6335 /6261 745 AM PEAK Volumes 33 52 14 36 9 101 308 1087 113 60 2218 112 4143 Approach %33.33 52.53 14.14 24.66 6.16 69.18 20.42 72.08 7.49 2.51 92.80 4.69 PEAK HR. FACTOR:0.877 COMMENT 1: COMMENT 2: CONTROL: 0.913 0.8110.798 2 Way Stop (NB & SB) TUESDAY AM Peak Hr Begins at: 0.912 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/17/2012 CarlsbadLoker Ave Palomar Airport Rd 12-1148-019 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 0 0 0 1 0 3 0 0 3 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 9 7 11 19 6 63 29 487 28 8 345 4 1016 3:45 PM 7 4 9 17 5 48 33 454 21 12 333 13 956 4:00 PM 18 3 15 30 9 73 23 504 27 7 380 23 1112 4:15 PM 9 2 13 20 6 51 24 482 29 2 383 15 1036 4:30 PM 7 7 13 31 9 84 23 559 34 8 375 7 1157 4:45 PM 9 1 13 24 10 57 25 514 21 6 401 19 1100 5:00 PM 8 4 33 33 14 105 27 611 24 3 502 17 1381 5:15 PM 17 3 15 24 12 83 24 585 31 6 425 12 1237 5:30 PM 13 3 19 17 20 105 18 574 28 2 371 9 1179 5:45 PM 13 6 6 30 6 48 10 496 28 5 323 10 981 6:00 PM 11 3 9 16 3 55 20 432 28 7 294 8 886 6:15 PM 7 2 9 13 4 37 17 476 18 3 287 12 885 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 128 45 165 274 104 809 273 6174 317 69 4419 149 12926 Approach %37.87 13.31 48.82 23.08 8.76 68.16 4.04 91.28 4.69 1.49 95.30 3.21 App/Depart 338 /467 1187 /490 6764 /6613 4637 /5356 445 PM PEAK Volumes 47 11 80 98 56 350 94 2284 104 17 1699 57 4897 Approach %34.06 7.97 57.97 19.44 11.11 69.44 3.79 92.02 4.19 0.96 95.83 3.21 PEAK HR. FACTOR:0.886 COMMENT 2:0 0.829 0.937 CONTROL:2 Way Stop (NB & SB) COMMENT 1:0 Palomar Airport Rd TUESDAY 12-1148-019 0 Carlsbad PM Peak Hr Begins at: 0.849 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.767 Loker Ave 07/17/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 1 2 3 0 6:00 AM 6:15 AM 6:30 AM 11 5 7 4 3 2 13 127 3 27 420 15 637 6:45 AM 15 10 19 0 2 1 12 186 9 26 511 57 848 7:00 AM 11 10 7 11 1 2 16 165 7 31 450 31 742 7:15 AM 22 18 15 2 3 4 24 228 16 35 543 41 951 7:30 AM 15 22 20 6 10 9 33 193 12 49 531 39 939 7:45 AM 31 30 32 8 8 1 36 307 25 34 666 54 1232 8:00 AM 27 26 38 7 8 3 39 236 14 38 537 33 1006 8:15 AM 34 35 26 10 8 3 28 237 28 61 537 23 1030 8:30 AM 31 19 25 6 9 5 22 219 22 43 488 25 914 8:45 AM 25 23 26 13 12 4 15 247 34 62 508 32 1001 9:00 AM 28 16 20 13 10 6 18 190 25 48 398 20 792 9:15 AM 15 14 26 8 7 2 19 215 37 44 338 11 736 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 265 228 261 88 81 42 275 2550 232 498 5927 381 10828 Approach %35.15 30.24 34.62 41.71 38.39 19.91 9.00 83.42 7.59 7.32 87.08 5.60 App/Depart 754 /884 211 /811 3057 /2899 6806 /6234 730 AM PEAK Volumes 107 113 116 31 34 16 136 973 79 182 2271 149 4207 Approach %31.85 33.63 34.52 38.27 41.98 19.75 11.45 81.90 6.65 6.99 87.28 5.73 PEAK HR. FACTOR:0.854 07/17/2012 CarlsbadEl Fuerte St Palomar Airport Rd 12-1148-020 Signal TUESDAY AM Peak Hr Begins at: 0.863 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.810 0.8070.884 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 1 2 3 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 27 9 51 55 24 14 3 519 59 33 293 4 1091 3:45 PM 38 20 55 29 13 6 9 432 40 56 242 8 948 4:00 PM 41 11 52 68 32 20 8 513 45 52 308 2 1152 4:15 PM 30 20 76 35 22 9 4 463 50 60 292 5 1066 4:30 PM 33 17 65 54 29 6 2 502 56 56 296 6 1122 4:45 PM 26 9 82 37 15 9 6 546 57 77 369 5 1238 5:00 PM 50 14 75 82 52 19 7 546 47 75 340 7 1314 5:15 PM 40 12 64 49 33 10 5 608 67 59 347 3 1297 5:30 PM 40 22 93 51 36 8 7 499 75 77 264 2 1174 5:45 PM 34 9 52 30 17 12 4 522 38 53 218 2 991 6:00 PM 33 8 58 30 12 11 2 395 45 71 243 1 909 6:15 PM 35 6 51 20 16 7 4 443 61 65 236 3 947 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 427 157 774 540 301 131 61 5988 640 734 3448 48 13249 Approach %31.44 11.56 57.00 55.56 30.97 13.48 0.91 89.52 9.57 17.35 81.51 1.13 App/Depart 1358 /266 972 /1675 6689 /7302 4230 /4006 445 PM PEAK Volumes 156 57 314 219 136 46 25 2199 246 288 1320 17 5023 Approach %29.60 10.82 59.58 54.61 33.92 11.47 1.01 89.03 9.96 17.72 81.23 1.05 PEAK HR. FACTOR:0.956 Carlsbad PM Peak Hr Begins at: 0.901 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.850 El Fuerte St 07/17/2012 Palomar Airport Rd TUESDAY 12-1148-020 0 COMMENT 2:0 0.655 0.908 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 4 1 2 3 1 2 3 0 2 3 1 6:00 AM 6:15 AM 6:30 AM 44 37 14 6 79 138 34 83 10 9 274 11 739 6:45 AM 67 52 6 5 124 175 65 98 13 13 374 15 1007 7:00 AM 73 66 12 6 84 134 63 98 20 14 332 14 916 7:15 AM 78 88 20 7 97 194 80 129 17 7 362 20 1099 7:30 AM 99 101 23 7 130 202 58 133 13 13 361 18 1158 7:45 AM 143 128 19 5 124 188 111 176 13 8 472 14 1401 8:00 AM 75 134 11 10 138 211 123 158 13 9 338 13 1233 8:15 AM 108 94 15 17 104 164 78 160 19 9 374 16 1158 8:30 AM 85 106 19 16 105 189 78 165 14 12 303 13 1105 8:45 AM 118 83 20 13 87 136 58 170 24 13 343 20 1085 9:00 AM 76 79 17 9 71 148 76 164 16 18 271 14 959 9:15 AM 62 72 23 12 78 111 65 146 22 15 220 19 845 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 1028 1040 199 113 1221 1990 889 1680 194 140 4024 187 12705 Approach %45.35 45.88 8.78 3.40 36.73 59.87 32.18 60.80 7.02 3.22 92.48 4.30 App/Depart 2267 /2116 3324 /1555 2763 /1992 4351 /7042 730 AM PEAK Volumes 425 457 68 39 496 765 370 627 58 39 1545 61 4950 Approach %44.74 48.11 7.16 3.00 38.15 58.85 35.07 59.43 5.50 2.37 93.92 3.71 PEAK HR. FACTOR:0.883 07/17/2012 CarlsbadMelrose Dr Palomar Airport Rd 12-1148-021 Signal TUESDAY AM Peak Hr Begins at: 0.832 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.905 0.8790.819 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 4 1 2 3 1 2 3 0 2 3 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 53 103 20 24 66 102 133 385 36 27 169 14 1132 3:45 PM 39 66 9 36 78 100 165 366 40 18 154 14 1085 4:00 PM 63 120 10 19 71 109 151 371 32 35 210 17 1208 4:15 PM 50 86 8 24 81 99 156 422 55 22 168 8 1179 4:30 PM 32 95 7 41 124 123 167 321 38 32 181 6 1167 4:45 PM 59 108 10 36 80 133 169 432 66 34 241 4 1372 5:00 PM 69 123 12 43 132 138 197 412 50 41 208 11 1436 5:15 PM 60 145 19 34 123 142 177 436 59 45 203 18 1461 5:30 PM 50 109 6 31 120 102 195 376 80 28 147 17 1261 5:45 PM 41 127 16 21 97 90 157 341 69 36 158 12 1165 6:00 PM 72 68 16 28 77 108 151 338 59 35 135 17 1104 6:15 PM 60 95 17 24 107 101 122 288 66 37 149 7 1073 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 648 1245 150 361 1156 1347 1940 4488 650 390 2123 145 14643 Approach %31.72 60.94 7.34 12.60 40.36 47.03 27.41 63.41 9.18 14.67 79.87 5.46 App/Depart 2043 /3330 2864 /2196 7078 /4999 2658 /4118 445 PM PEAK Volumes 238 485 47 144 455 515 738 1656 255 148 799 50 5530 Approach %30.91 62.99 6.10 12.93 40.84 46.23 27.86 62.51 9.63 14.84 80.14 5.02 PEAK HR. FACTOR:0.946 Carlsbad PM Peak Hr Begins at: 0.893 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.859 Melrose Dr 07/17/2012 Palomar Airport Rd TUESDAY 12-1148-021 0 COMMENT 2:0 0.890 0.985 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 1 1 0 1 1 1 6:00 AM 6:15 AM 6:30 AM 2 21 25 16 65 1 1 7 0 21 8 12 179 6:45 AM 3 29 52 7 63 4 1 8 5 18 15 14 219 7:00 AM 0 37 12 10 80 4 2 12 1 15 8 8 189 7:15 AM 2 40 18 10 97 2 6 9 4 31 4 16 239 7:30 AM 1 38 18 9 102 5 3 12 1 34 8 11 242 7:45 AM 5 34 29 22 113 1 1 7 2 27 9 16 266 8:00 AM 4 64 23 13 90 3 8 9 1 30 22 20 287 8:15 AM 5 43 25 21 83 5 5 19 4 30 14 15 269 8:30 AM 2 69 26 23 91 6 4 11 1 37 17 29 316 8:45 AM 1 63 49 24 85 6 6 15 5 31 28 32 345 9:00 AM 6 67 36 30 75 6 7 20 3 26 24 14 314 9:15 AM 10 71 39 16 73 3 7 17 7 44 21 16 324 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 41 576 352 201 1017 46 51 146 34 344 178 203 3189 Approach %4.23 59.44 36.33 15.90 80.46 3.64 22.08 63.20 14.72 47.45 24.55 28.00 App/Depart 969 /830 1264 /1395 231 /699 725 /265 830 AM PEAK Volumes 19 270 150 93 324 21 24 63 16 138 90 91 1299 Approach %4.33 61.50 34.17 21.23 73.97 4.79 23.30 61.17 15.53 43.26 28.21 28.53 PEAK HR. FACTOR:0.941 07/24/2012 CarlsbadCarlsbad Blvd Carlsbad Village Dr 12-1148-022 Signal TUESDAY AM Peak Hr Begins at: 0.876 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.913 0.8310.915 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 1 1 0 1 1 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3 128 54 27 91 5 7 27 6 50 31 38 467 3:45 PM 8 136 56 34 107 11 6 18 6 46 29 22 479 4:00 PM 6 96 46 31 101 3 6 23 10 51 28 28 429 4:15 PM 13 109 67 30 86 10 7 29 8 48 36 34 477 4:30 PM 10 144 54 28 105 9 1 28 12 53 18 30 492 4:45 PM 4 146 50 34 107 8 5 20 5 48 28 28 483 5:00 PM 13 148 49 33 112 8 10 29 7 49 34 10 502 5:15 PM 11 169 67 47 100 20 4 21 9 59 30 33 570 5:30 PM 12 148 44 38 134 12 12 30 12 36 37 32 547 5:45 PM 16 152 68 44 103 13 9 17 7 55 34 30 548 6:00 PM 15 145 54 29 91 11 11 19 19 60 25 29 508 6:15 PM 16 128 56 41 118 15 9 36 18 55 34 35 561 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 127 1649 665 416 1255 125 87 297 119 610 364 349 6063 Approach %5.20 67.55 27.24 23.16 69.88 6.96 17.30 59.05 23.66 46.11 27.51 26.38 App/Depart 2441 /2085 1796 /1984 503 /1378 1323 /616 515 PM PEAK Volumes 54 614 233 158 428 56 36 87 47 210 126 124 2173 Approach %5.99 68.15 25.86 24.61 66.67 8.72 21.18 51.18 27.65 45.65 27.39 26.96 PEAK HR. FACTOR:0.953 Carlsbad PM Peak Hr Begins at: 0.943 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.912 Carlsbad Blvd 07/24/2012 Carlsbad Village Dr TUESDAY 12-1148-022 0 COMMENT 2:0 0.872 0.787 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 0 1 1 1 1 0 6:00 AM 6:15 AM 6:30 AM 4 25 1 9 76 0 0 2 1 27 1 7 153 6:45 AM 1 55 7 7 73 4 3 2 0 31 2 12 197 7:00 AM 2 26 5 6 82 1 2 2 5 40 5 5 181 7:15 AM 3 46 8 13 103 5 4 2 2 34 0 8 228 7:30 AM 3 38 5 9 122 3 2 1 4 40 0 15 242 7:45 AM 1 39 11 14 137 2 1 0 2 63 7 16 293 8:00 AM 6 59 15 9 102 6 0 1 8 61 3 8 278 8:15 AM 4 48 11 11 103 3 4 0 0 37 3 16 240 8:30 AM 3 90 23 9 99 4 4 1 2 54 5 17 311 8:45 AM 1 83 13 13 87 7 1 1 5 40 2 25 278 9:00 AM 3 82 20 15 107 4 8 3 3 43 2 25 315 9:15 AM 4 114 15 14 127 3 2 0 6 27 2 23 337 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 35 705 134 129 1218 42 31 15 38 497 32 177 3053 Approach %4.00 80.66 15.33 9.29 87.69 3.02 36.90 17.86 45.24 70.40 4.53 25.07 App/Depart 874 /913 1389 /1753 84 /278 706 /109 830 AM PEAK Volumes 11 369 71 51 420 18 15 5 16 164 11 90 1241 Approach %2.44 81.82 15.74 10.43 85.89 3.68 41.67 13.89 44.44 61.89 4.15 33.96 PEAK HR. FACTOR:0.921 COMMENT 1: COMMENT 2: CONTROL: 0.849 0.6430.848 Signal THURSDAY AM Peak Hr Begins at: 0.872 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/26/2012 CarlsbadCarlsbad Blvd Tamarack Ave 12-1148-023 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 0 1 1 1 1 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 13 194 42 25 132 8 6 1 14 34 2 17 488 3:45 PM 7 215 52 19 177 6 10 12 10 40 2 24 574 4:00 PM 9 218 42 19 131 9 12 6 10 41 2 19 518 4:15 PM 10 200 39 29 156 6 5 5 12 48 7 15 532 4:30 PM 6 215 41 20 132 7 8 9 6 34 6 24 508 4:45 PM 7 193 64 12 147 6 6 7 7 33 3 31 516 5:00 PM 17 194 46 23 145 9 13 8 13 35 10 18 531 5:15 PM 1 275 60 19 130 6 4 6 4 39 0 17 561 5:30 PM 8 255 61 35 137 8 2 8 5 38 1 26 584 5:45 PM 7 245 63 18 101 8 3 4 6 23 4 27 509 6:00 PM 11 195 38 23 114 7 6 7 12 30 9 23 475 6:15 PM 13 188 41 23 138 6 5 2 14 35 5 33 503 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 109 2587 589 265 1640 86 80 75 113 430 51 274 6299 Approach %3.32 78.75 17.93 13.31 82.37 4.32 29.85 27.99 42.16 56.95 6.75 36.29 App/Depart 3285 /2941 1991 /2183 268 /929 755 /246 445 PM PEAK Volumes 33 917 231 89 559 29 25 29 29 145 14 92 2192 Approach %2.79 77.65 19.56 13.15 82.57 4.28 30.12 34.94 34.94 57.77 5.58 36.65 PEAK HR. FACTOR:0.938 COMMENT 2:0 0.940 0.610 CONTROL:Signal COMMENT 1:0 Tamarack Ave THURSDAY 12-1148-023 0 Carlsbad PM Peak Hr Begins at: 0.937 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.879 Carlsbad Blvd 07/26/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 1 1 1 0 0 0 0 1 0 1 6:00 AM 6:15 AM 6:30 AM 0 24 4 17 73 0 0 0 0 7 0 3 128 6:45 AM 0 62 7 23 73 0 0 0 0 8 0 17 190 7:00 AM 0 32 11 26 89 0 0 0 0 9 0 16 183 7:15 AM 0 37 6 34 102 0 0 0 0 23 0 12 214 7:30 AM 0 41 17 32 113 0 0 0 0 26 0 12 241 7:45 AM 0 37 11 42 135 0 0 0 0 24 0 15 264 8:00 AM 0 57 14 48 146 0 0 0 0 35 0 9 309 8:15 AM 0 56 10 31 118 0 0 0 0 17 0 17 249 8:30 AM 0 80 15 36 112 0 0 0 0 17 0 25 285 8:45 AM 0 71 9 27 110 0 0 0 0 20 0 18 255 9:00 AM 0 85 24 19 103 0 0 0 0 15 0 9 255 9:15 AM 0 102 19 25 124 0 0 0 0 20 0 18 308 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 684 147 360 1298 0 0 0 0 221 0 171 2881 Approach %0.00 82.31 17.69 21.71 78.29 0.00 ############56.38 0.00 43.62 App/Depart 831 /855 1658 /1519 0 /507 392 /0 745 AM PEAK Volumes 0 230 50 157 511 0 0 0 0 93 0 66 1107 Approach %0.00 82.14 17.86 23.50 76.50 0.00 ############58.49 0.00 41.51 PEAK HR. FACTOR:0.896 COMMENT 1: COMMENT 2: CONTROL: 0.861 0.0000.737 Signal THURSDAY AM Peak Hr Begins at: 0.903 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/26/2012 CarlsbadCarlsbad Blvd Cannon Rd 12-1148-024 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 1 1 1 0 0 0 0 1 0 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 0 144 17 42 154 0 0 0 0 39 0 82 478 3:45 PM 0 167 19 42 152 0 0 0 0 43 0 79 502 4:00 PM 0 158 17 33 149 0 0 0 0 37 0 86 480 4:15 PM 0 173 18 34 159 0 0 0 0 46 0 85 515 4:30 PM 0 174 20 35 123 0 0 0 0 44 0 92 488 4:45 PM 0 170 23 35 180 0 0 0 0 42 0 81 531 5:00 PM 0 190 24 40 154 0 0 0 0 26 0 94 528 5:15 PM 0 206 15 30 154 0 0 0 0 42 0 124 571 5:30 PM 0 209 24 27 128 0 0 0 0 32 0 89 509 5:45 PM 0 164 17 31 112 0 0 0 0 32 0 86 442 6:00 PM 0 193 20 34 124 0 0 0 0 23 0 64 458 6:15 PM 0 159 22 28 88 0 0 0 0 21 0 58 376 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 2107 236 411 1677 0 0 0 0 427 0 1020 5878 Approach %0.00 89.93 10.07 19.68 80.32 0.00 ############29.51 0.00 70.49 App/Depart 2343 /3127 2088 /2104 0 /647 1447 /0 445 PM PEAK Volumes 0 775 86 132 616 0 0 0 0 142 0 388 2139 Approach %0.00 90.01 9.99 17.65 82.35 0.00 ############26.79 0.00 73.21 PEAK HR. FACTOR:0.937 COMMENT 2:0 0.870 0.000 CONTROL:Signal COMMENT 1:0 Cannon Rd THURSDAY 12-1148-024 0 Carlsbad PM Peak Hr Begins at: 0.798 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.924 Carlsbad Blvd 07/26/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NU NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 2 2 1 1 1 1 2 0 1 6:00 AM 6:15 AM 6:30 AM 0 55 5 5 45 1 0 3 1 17 0 12 144 6:45 AM 0 35 7 9 56 4 0 1 0 20 0 14 146 7:00 AM 0 21 5 9 73 1 0 2 1 24 0 10 146 7:15 AM 0 24 14 12 96 2 2 3 0 45 1 12 211 7:30 AM 0 43 17 14 90 2 2 3 1 59 0 24 255 7:45 AM 0 40 24 15 119 5 0 6 1 48 0 24 282 8:00 AM 0 35 30 11 107 4 1 9 2 59 0 15 273 8:15 AM 0 45 22 18 84 8 1 5 3 62 0 23 271 8:30 AM 0 54 21 14 82 6 4 7 1 70 0 17 276 8:45 AM 0 74 33 15 90 8 1 3 2 95 0 24 345 9:00 AM 0 71 26 29 76 8 3 10 8 59 0 25 315 9:15 AM 0 64 22 17 84 5 1 5 1 31 0 23 253 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NU NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 561 226 168 1002 54 15 57 21 589 1 223 2917 Approach %0.00 71.28 28.72 13.73 81.86 4.41 16.13 61.29 22.58 72.45 0.12 27.43 App/Depart 787 /799 1224 /1612 93 /451 813 /55 815 AM PEAK Volumes 0 244 102 76 332 30 9 25 14 286 0 89 1207 Approach %0.00 70.52 29.48 17.35 75.80 6.85 18.75 52.08 29.17 76.27 0.00 23.73 PEAK HR. FACTOR:0.875 08/02/2012 CarlsbadCarlsbad Blvd Poinsettia Ln 12-1148-025 Signal THURSDAY AM Peak Hr Begins at: 0.788 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.969 0.5710.808 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 2 2 1 1 1 1 2 0 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 0 99 29 26 105 11 4 9 0 47 0 45 375 3:45 PM 0 99 40 34 139 7 4 10 1 60 0 33 427 4:00 PM 0 123 34 27 161 15 4 10 7 50 0 50 481 4:15 PM 0 108 41 33 169 12 1 2 1 40 0 28 435 4:30 PM 0 130 40 28 139 10 4 4 1 49 0 42 447 4:45 PM 1 148 32 21 128 14 1 11 1 47 0 36 440 5:00 PM 0 139 39 19 123 13 4 8 2 39 0 36 422 5:15 PM 0 135 48 43 118 15 5 7 1 58 0 39 469 5:30 PM 1 180 52 29 145 9 6 9 2 58 0 63 554 5:45 PM 0 117 29 28 87 13 3 4 7 52 1 52 393 6:00 PM 0 142 21 31 112 13 2 9 0 44 0 33 407 6:15 PM 0 148 45 26 87 23 6 6 3 60 1 49 454 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 2 1568 450 345 1513 155 44 89 26 604 2 506 5304 Approach %0.10 77.62 22.28 17.14 75.16 7.70 27.67 55.97 16.35 54.32 0.18 45.50 App/Depart 2020 /2118 2013 /2143 159 /884 1112 /159 445 PM PEAK Volumes 2 602 171 112 514 51 16 35 6 202 0 174 1885 Approach %0.26 77.68 22.06 16.54 75.92 7.53 28.07 61.40 10.53 53.72 0.00 46.28 PEAK HR. FACTOR:0.851 Carlsbad PM Peak Hr Begins at: 0.777 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.832 Carlsbad Blvd 08/02/2012 Poinsettia Ln THURSDAY 12-1148-025 0 COMMENT 2:0 0.925 0.838 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 2 1 1 2 0 0 1 0 2 0 0 6:00 AM 6:15 AM 6:30 AM 0 58 11 1 58 0 0 0 0 0 16 1 145 6:45 AM 0 32 14 1 66 0 0 0 0 0 13 2 128 7:00 AM 0 28 12 2 84 0 0 0 0 0 29 0 155 7:15 AM 0 32 10 0 126 0 0 0 0 0 22 0 190 7:30 AM 0 29 10 1 146 0 0 0 0 0 14 5 205 7:45 AM 0 51 15 4 164 0 0 0 0 0 21 2 257 8:00 AM 0 65 24 4 169 0 0 0 0 0 34 1 297 8:15 AM 0 59 24 4 135 0 0 0 0 0 38 4 264 8:30 AM 0 62 42 1 160 0 0 0 0 0 46 2 313 8:45 AM 0 97 37 1 183 0 0 0 0 0 62 6 386 9:00 AM 0 82 38 0 128 0 0 0 0 0 46 5 299 9:15 AM 0 73 26 3 103 0 0 0 0 0 30 2 237 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 668 263 22 1522 0 0 0 0 0 371 30 2876 Approach %0.00 71.75 28.25 1.42 98.58 0.00 ############0.00 92.52 7.48 App/Depart 931 /698 1544 /1522 0 /285 401 /371 815 AM PEAK Volumes 0 300 141 6 606 0 0 0 0 0 192 17 1262 Approach %0.00 68.03 31.97 0.98 99.02 0.00 ############0.00 91.87 8.13 PEAK HR. FACTOR:0.817 08/02/2012 CarlsbadCarlsbad Blvd Avenida Encinas 12-1148-026 Signal THURSDAY AM Peak Hr Begins at: 0.768 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.832 0.0000.823 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 2 1 1 2 0 0 1 0 2 0 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 0 126 35 0 123 0 0 0 0 0 38 4 326 3:45 PM 0 113 41 10 157 0 0 0 0 0 43 8 372 4:00 PM 0 147 40 6 213 0 0 0 0 0 43 0 449 4:15 PM 0 149 41 5 166 0 0 0 0 0 31 2 394 4:30 PM 0 148 41 2 187 0 0 0 0 0 27 2 407 4:45 PM 0 195 39 5 168 0 0 0 0 0 43 2 452 5:00 PM 0 161 42 6 137 0 0 0 0 0 33 2 381 5:15 PM 0 194 45 6 160 0 0 0 0 0 29 7 441 5:30 PM 0 166 47 5 191 0 0 0 0 0 51 3 463 5:45 PM 0 174 50 5 132 0 0 0 0 0 36 2 399 6:00 PM 0 154 71 3 146 0 0 0 0 0 37 1 412 6:15 PM 0 159 53 18 111 0 0 0 0 0 45 4 390 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 1886 545 71 1891 0 0 0 0 0 456 37 4886 Approach %0.00 77.58 22.42 3.62 96.38 0.00 ############0.00 92.49 7.51 App/Depart 2431 /1923 1962 /1891 0 /616 493 /456 445 PM PEAK Volumes 0 716 173 22 656 0 0 0 0 0 156 14 1737 Approach %0.00 80.54 19.46 3.24 96.76 0.00 ############0.00 91.76 8.24 PEAK HR. FACTOR:0.938 Carlsbad PM Peak Hr Begins at: 0.787 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.930 Carlsbad Blvd 08/02/2012 Avenida Encinas THURSDAY 12-1148-026 0 COMMENT 2:0 0.865 0.000 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 1 2 3 1 1 1 0 2 1 1 6:00 AM 6:15 AM 6:30 AM 0 79 42 9 252 14 1 1 0 140 12 15 565 6:45 AM 2 113 48 8 278 12 6 0 0 156 15 12 650 7:00 AM 2 107 44 15 269 15 3 4 0 198 9 8 674 7:15 AM 0 167 93 10 297 11 6 2 1 184 14 19 804 7:30 AM 0 172 65 13 332 3 7 1 1 217 10 16 837 7:45 AM 0 181 67 18 283 8 3 2 2 199 0 29 792 8:00 AM 0 178 79 7 327 2 3 3 2 197 5 16 819 8:15 AM 1 181 51 11 291 6 3 0 1 191 1 15 752 8:30 AM 2 174 92 9 283 3 5 4 2 209 3 24 810 8:45 AM 1 179 91 15 264 7 8 4 1 136 4 31 741 9:00 AM 1 162 87 16 227 8 6 3 4 145 3 21 683 9:15 AM 0 180 55 15 259 5 6 4 3 145 6 13 691 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 9 1873 814 146 3362 94 57 28 17 2117 82 219 8818 Approach %0.33 69.47 30.19 4.05 93.34 2.61 55.88 27.45 16.67 87.55 3.39 9.06 App/Depart 2696 /2149 3602 /5496 102 /988 2418 /185 715 AM PEAK Volumes 0 698 304 48 1239 24 19 8 6 797 29 80 3252 Approach %0.00 69.66 30.34 3.66 94.51 1.83 57.58 24.24 18.18 87.97 3.20 8.83 PEAK HR. FACTOR:0.971 COMMENT 1: COMMENT 2: CONTROL: 0.942 0.9170.963 Signal THURSDAY AM Peak Hr Begins at: 0.932 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 7/19/2012 CarlsbadRancho Santa Fe Rd San Elijo Rd 12-1148-027 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 1 2 3 1 1 1 0 2 1 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 2 242 142 18 206 3 3 5 2 104 5 12 744 3:45 PM 2 262 166 27 193 4 2 6 3 122 1 9 797 4:00 PM 2 236 162 25 214 5 4 6 3 91 1 20 769 4:15 PM 1 321 186 30 233 1 14 4 1 81 2 19 893 4:30 PM 2 294 186 36 226 1 4 6 2 109 3 14 883 4:45 PM 2 265 187 31 238 3 5 4 2 119 5 24 885 5:00 PM 5 214 186 49 221 8 5 3 3 123 1 29 847 5:15 PM 1 259 203 49 228 6 8 4 2 118 3 23 904 5:30 PM 2 289 202 49 247 3 2 6 2 90 8 16 916 5:45 PM 3 282 180 47 193 6 5 6 3 110 1 21 857 6:00 PM 0 257 188 36 201 4 4 0 4 92 6 10 802 6:15 PM 1 242 164 30 168 2 0 0 4 95 0 11 717 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 23 3163 2152 427 2568 46 56 50 31 1254 36 208 10014 Approach %0.43 59.25 40.31 14.04 84.45 1.51 40.88 36.50 22.63 83.71 2.40 13.89 App/Depart 5338 /3427 3041 /3853 137 /2629 1498 /105 445 PM PEAK Volumes 10 1027 778 178 934 20 20 17 9 450 17 92 3552 Approach %0.55 56.58 42.87 15.72 82.51 1.77 43.48 36.96 19.57 80.50 3.04 16.46 PEAK HR. FACTOR:0.969 COMMENT 2:0 0.946 0.821 CONTROL:Signal COMMENT 1:0 San Elijo Rd THURSDAY 12-1148-027 0 Carlsbad PM Peak Hr Begins at: 0.913 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.920 Rancho Santa Fe Rd 7/19/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 6 103 0 4 348 55 25 7 15 1 14 8 586 6:45 AM 4 93 1 11 334 55 37 9 12 3 15 11 585 7:00 AM 10 96 2 11 399 69 44 13 18 4 18 19 703 7:15 AM 8 142 1 10 412 66 51 23 22 6 17 15 773 7:30 AM 13 126 1 11 430 75 63 14 23 5 30 26 817 7:45 AM 19 135 1 16 481 58 62 5 20 8 21 22 848 8:00 AM 13 143 3 9 432 66 51 9 23 11 33 13 806 8:15 AM 14 143 2 10 421 56 57 17 34 13 18 14 799 8:30 AM 28 203 3 17 453 73 45 19 32 3 22 12 910 8:45 AM 21 172 2 17 337 56 58 17 36 7 29 23 775 9:00 AM 26 186 7 13 332 55 48 18 40 5 18 17 765 9:15 AM 29 134 6 18 311 50 49 13 21 8 14 12 665 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 191 1676 29 147 4690 734 590 164 296 74 249 192 9032 Approach %10.07 88.40 1.53 2.64 84.19 13.18 56.19 15.62 28.19 14.37 48.35 37.28 App/Depart 1896 /2458 5571 /5060 1050 /340 515 /1174 745 AM PEAK Volumes 74 624 9 52 1787 253 215 50 109 35 94 61 3363 Approach %10.47 88.26 1.27 2.49 85.42 12.09 57.49 13.37 29.14 18.42 49.47 32.11 PEAK HR. FACTOR:0.924 7/19/2012 CarlsbadRancho Santa Fe Rd La Costa Ave 12-1148-028 Signal THURSDAY AM Peak Hr Begins at: 0.833 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.942 0.8660.755 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 45 300 6 14 259 45 65 30 22 7 15 23 831 3:45 PM 40 295 6 19 215 69 92 32 26 6 21 10 831 4:00 PM 43 361 6 22 207 61 74 35 13 7 28 21 878 4:15 PM 49 398 4 20 231 73 90 23 20 9 20 17 954 4:30 PM 39 361 2 21 250 67 80 35 14 10 26 9 914 4:45 PM 40 371 6 23 261 57 73 32 16 10 22 14 925 5:00 PM 49 371 6 28 234 63 90 42 27 8 24 22 964 5:15 PM 42 328 3 27 252 54 82 42 28 7 24 20 909 5:30 PM 52 359 7 29 248 62 108 55 26 7 22 24 999 5:45 PM 34 396 9 13 214 75 93 25 29 5 18 13 924 6:00 PM 35 368 9 26 184 63 80 37 28 8 22 22 882 6:15 PM 40 288 6 19 198 49 84 29 29 9 26 25 802 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 508 4196 70 261 2753 738 1011 417 278 93 268 220 10813 Approach %10.64 87.89 1.47 6.96 73.37 19.67 59.26 24.44 16.30 16.01 46.13 37.87 App/Depart 4774 /5427 3752 /3124 1706 /748 581 /1514 445 PM PEAK Volumes 183 1429 22 107 995 236 353 171 97 32 92 80 3797 Approach %11.20 87.45 1.35 8.00 74.36 17.64 56.84 27.54 15.62 15.69 45.10 39.22 PEAK HR. FACTOR:0.950 Carlsbad PM Peak Hr Begins at: 0.944 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.959 Rancho Santa Fe Rd 7/19/2012 La Costa Ave THURSDAY 12-1148-028 0 COMMENT 2:0 0.981 0.821 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 2 2 1 0 1 0 1.5 0.5 1 6:00 AM 6:15 AM 6:30 AM 29 1 18 2 0 2 1 40 12 84 236 1 426 6:45 AM 43 0 22 0 3 3 0 71 31 126 308 1 608 7:00 AM 37 0 25 4 1 3 0 78 24 73 287 1 533 7:15 AM 67 1 33 6 1 2 0 90 25 85 368 1 679 7:30 AM 57 0 31 5 2 4 0 88 26 104 376 1 694 7:45 AM 70 0 44 5 2 0 0 122 34 99 378 5 759 8:00 AM 71 1 42 2 4 7 0 94 30 106 446 6 809 8:15 AM 82 2 51 6 5 5 1 117 52 96 428 5 850 8:30 AM 72 2 57 6 4 3 2 149 45 109 351 4 804 8:45 AM 84 0 43 4 3 6 2 101 62 104 328 4 741 9:00 AM 65 0 57 5 3 3 1 135 78 77 284 7 715 9:15 AM 78 1 64 7 1 3 2 138 49 71 285 7 706 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 755 8 487 52 29 41 9 1223 468 1134 4075 43 8324 Approach %60.40 0.64 38.96 42.62 23.77 33.61 0.53 71.94 27.53 21.59 77.59 0.82 App/Depart 1250 /60 122 /1631 1700 /1762 5252 /4871 745 AM PEAK Volumes 295 5 194 19 15 15 3 482 161 410 1603 20 3222 Approach %59.72 1.01 39.27 38.78 30.61 30.61 0.46 74.61 24.92 20.17 78.85 0.98 PEAK HR. FACTOR:0.948 COMMENT 1: COMMENT 2: CONTROL: 0.766 0.8240.915 Signal THURSDAY AM Peak Hr Begins at: 0.911 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 7/19/2012 CarlsbadOlivenhain Rd Rancho Santa Fe Rd 12-1148-029 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 2 2 1 0 1 0 1.5 0.5 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 70 2 98 3 2 4 2 236 82 57 161 28 745 3:45 PM 76 2 105 6 2 4 6 226 85 53 214 8 787 4:00 PM 74 1 110 6 3 0 3 260 67 59 192 11 786 4:15 PM 67 2 108 3 1 2 3 257 98 70 203 8 822 4:30 PM 72 2 117 2 0 6 2 307 85 43 222 4 862 4:45 PM 78 4 102 5 0 4 0 275 97 53 226 6 850 5:00 PM 54 1 95 13 2 1 4 274 90 41 231 6 812 5:15 PM 68 1 122 9 0 2 2 285 81 65 235 9 879 5:30 PM 71 3 121 5 0 4 1 230 108 57 226 8 834 5:45 PM 50 2 119 1 1 4 1 263 87 56 223 11 818 6:00 PM 51 4 96 5 4 0 4 259 99 50 161 2 735 6:15 PM 48 2 101 5 2 1 0 289 103 51 172 6 780 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 779 26 1294 63 17 32 28 3161 1082 655 2466 107 9710 Approach %37.11 1.24 61.65 56.25 15.18 28.57 0.66 74.01 25.33 20.29 76.39 3.31 App/Depart 2099 /161 112 /1754 4271 /4518 3228 /3277 430 PM PEAK Volumes 272 8 436 29 2 13 8 1141 353 202 914 25 3403 Approach %37.99 1.12 60.89 65.91 4.55 29.55 0.53 75.97 23.50 17.70 80.11 2.19 PEAK HR. FACTOR:0.968 COMMENT 2:0 0.688 0.953 CONTROL:Signal COMMENT 1:0 Rancho Santa Fe Rd THURSDAY 12-1148-029 0 Carlsbad PM Peak Hr Begins at: 0.923 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.937 Olivenhain Rd 7/19/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 0 0 1 0 1 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 2 6 1 5 3 2 3 34 2 1 53 13 125 6:45 AM 3 2 0 2 5 1 0 34 0 0 51 4 102 7:00 AM 2 4 1 9 4 1 0 41 2 2 45 18 129 7:15 AM 2 4 0 6 1 1 0 44 3 2 59 15 137 7:30 AM 0 0 0 5 11 3 0 0 0 8 63 17 107 7:45 AM 0 0 0 4 13 4 0 0 0 10 60 5 96 8:00 AM 9 4 0 8 5 3 5 42 2 5 67 9 159 8:15 AM 6 7 1 12 4 3 1 51 5 3 82 19 194 8:30 AM 6 2 0 9 6 4 6 62 2 2 92 16 207 8:45 AM 3 6 2 13 10 2 9 72 3 3 112 15 250 9:00 AM 3 3 3 14 8 4 2 87 6 4 82 8 224 9:15 AM 5 8 1 14 5 7 5 60 4 3 89 22 223 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 41 46 9 101 75 35 31 527 29 43 855 161 1953 Approach %42.71 47.92 9.38 47.87 35.55 16.59 5.28 89.78 4.94 4.06 80.74 15.20 App/Depart 96 /238 211 /147 587 /637 1059 /931 830 AM PEAK Volumes 17 19 6 50 29 17 22 281 15 12 375 61 904 Approach %40.48 45.24 14.29 52.08 30.21 17.71 6.92 88.36 4.72 2.68 83.71 13.62 PEAK HR. FACTOR:0.904 COMMENT 1: COMMENT 2: CONTROL: 0.923 0.8370.750 Signal TUESDAY AM Peak Hr Begins at: 0.862 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/24/2012 CarlsbadState St Carlsbad Village Dr 12-1148-030 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 0 0 1 0 1 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 7 11 10 25 16 10 5 124 9 9 121 20 367 3:45 PM 8 3 6 28 7 2 6 103 8 4 117 19 311 4:00 PM 9 10 11 23 10 5 10 114 7 8 115 23 345 4:15 PM 7 6 7 18 10 6 7 120 5 4 136 20 346 4:30 PM 3 8 4 22 9 8 8 101 9 6 116 17 311 4:45 PM 18 7 4 25 13 6 13 105 13 8 137 27 376 5:00 PM 14 20 4 26 13 8 14 105 8 6 109 26 353 5:15 PM 8 12 5 21 14 7 15 122 11 9 139 17 380 5:30 PM 11 11 10 21 24 15 8 118 7 13 146 12 396 5:45 PM 9 5 9 34 17 8 11 133 6 5 149 16 402 6:00 PM 8 7 8 25 9 15 12 93 9 6 144 20 356 6:15 PM 12 9 9 16 10 17 17 122 11 5 128 15 371 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 114 109 87 284 152 107 126 1360 103 83 1557 232 4314 Approach %36.77 35.16 28.06 52.30 27.99 19.71 7.93 85.59 6.48 4.43 83.17 12.39 App/Depart 310 /467 543 /338 1589 /1731 1872 /1778 515 PM PEAK Volumes 36 35 32 101 64 45 46 466 33 33 578 65 1534 Approach %34.95 33.98 31.07 48.10 30.48 21.43 8.44 85.50 6.06 4.88 85.50 9.62 PEAK HR. FACTOR:0.954 COMMENT 2:0 0.875 0.908 CONTROL:Signal COMMENT 1:0 Carlsbad Village Dr TUESDAY 12-1148-030 0 Carlsbad PM Peak Hr Begins at: 0.988 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.805 State St 07/24/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 0 0 1 0 1 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 3 6 9 17 2 1 1 58 4 10 73 12 196 6:45 AM 2 3 14 16 2 1 2 56 4 6 72 7 185 7:00 AM 2 10 14 22 2 3 1 78 5 14 82 10 243 7:15 AM 4 8 15 11 2 0 1 76 2 22 91 12 244 7:30 AM 3 2 11 22 3 1 2 73 5 27 106 24 279 7:45 AM 7 10 19 24 2 0 1 103 4 24 141 17 352 8:00 AM 7 9 17 22 2 0 1 98 4 21 143 24 348 8:15 AM 8 15 12 13 6 2 3 119 4 21 133 24 360 8:30 AM 5 7 23 19 6 2 3 145 7 17 178 22 434 8:45 AM 9 16 17 24 5 0 5 134 8 38 213 27 496 9:00 AM 5 11 23 24 3 3 4 160 12 43 143 25 456 9:15 AM 10 10 22 28 7 5 0 150 6 36 179 20 473 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 65 107 196 242 42 18 24 1250 65 279 1554 224 4066 Approach %17.66 29.08 53.26 80.13 13.91 5.96 1.79 93.35 4.85 13.56 75.55 10.89 App/Depart 368 /355 302 /386 1339 /1688 2057 /1637 830 AM PEAK Volumes 29 44 85 95 21 10 12 589 33 134 713 94 1859 Approach %18.35 27.85 53.80 75.40 16.67 7.94 1.89 92.90 5.21 14.24 75.77 9.99 PEAK HR. FACTOR:0.937 COMMENT 1: COMMENT 2: CONTROL: 0.788 0.9010.940 Signal TUESDAY AM Peak Hr Begins at: 0.846 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/24/2012 CarlsbadHarding St Carlsbad Village Dr 12-1148-031 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 0 0 1 0 1 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 15 11 27 23 5 2 8 235 6 29 218 32 611 3:45 PM 12 19 32 26 7 0 3 222 4 38 214 29 606 4:00 PM 7 19 32 22 7 5 12 232 7 23 199 29 594 4:15 PM 12 15 20 40 4 2 7 211 5 18 218 37 589 4:30 PM 7 18 28 31 4 2 8 232 4 16 212 26 588 4:45 PM 13 11 20 34 9 2 7 213 3 33 235 38 618 5:00 PM 9 14 25 41 14 4 6 228 7 29 195 21 593 5:15 PM 14 14 21 23 5 0 9 245 13 36 232 39 651 5:30 PM 12 11 36 36 11 6 8 246 12 26 219 30 653 5:45 PM 4 24 29 33 12 2 4 234 7 25 239 27 640 6:00 PM 9 19 22 33 6 5 0 228 6 27 192 20 567 6:15 PM 4 12 17 20 3 3 4 207 7 26 220 17 540 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 118 187 309 362 87 33 76 2733 81 326 2593 345 7250 Approach %19.22 30.46 50.33 75.10 18.05 6.85 2.63 94.57 2.80 9.99 79.44 10.57 App/Depart 614 /608 482 /494 2890 /3404 3264 /2744 500 PM PEAK Volumes 39 63 111 133 42 12 27 953 39 116 885 117 2537 Approach %18.31 29.58 52.11 71.12 22.46 6.42 2.65 93.52 3.83 10.38 79.16 10.47 PEAK HR. FACTOR:0.971 COMMENT 2:0 0.792 0.954 CONTROL:Signal COMMENT 1:0 Carlsbad Village Dr TUESDAY 12-1148-031 0 Carlsbad PM Peak Hr Begins at: 0.910 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.903 Harding St 07/24/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 1 1 2 0 2 1 2 1 2 0 6:00 AM 6:15 AM 6:30 AM 39 21 0 4 6 8 18 29 14 0 43 2 184 6:45 AM 33 13 1 0 13 16 37 42 19 1 47 10 232 7:00 AM 31 17 4 1 22 14 40 39 23 4 60 7 262 7:15 AM 53 29 2 27 27 22 58 46 23 1 75 5 368 7:30 AM 65 42 3 5 21 24 76 57 25 1 72 12 403 7:45 AM 61 53 3 6 28 14 97 56 47 3 62 10 440 8:00 AM 46 37 0 6 32 24 91 60 33 3 74 10 416 8:15 AM 55 58 7 7 21 15 99 62 35 2 83 12 456 8:30 AM 66 42 6 8 36 25 88 66 47 6 70 12 472 8:45 AM 56 42 5 20 40 34 100 77 50 5 64 17 510 9:00 AM 55 42 0 15 38 27 64 63 35 6 69 31 445 9:15 AM 52 50 3 3 32 18 64 64 57 4 60 13 420 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 612 446 34 102 316 241 832 661 408 36 779 141 4608 Approach %56.04 40.84 3.11 15.48 47.95 36.57 43.77 34.77 21.46 3.77 81.49 14.75 App/Depart 1092 /1419 659 /760 1901 /797 956 /1632 815 AM PEAK Volumes 232 184 18 50 135 101 351 268 167 19 286 72 1883 Approach %53.46 42.40 4.15 17.48 47.20 35.31 44.66 34.10 21.25 5.04 75.86 19.10 PEAK HR. FACTOR:0.923 07/12/2012 CarlsbadAviara Pkwy Poinsettia Ln 12-1148-032 Signal THURSDAY AM Peak Hr Begins at: 0.889 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.761 0.8660.904 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 1 1 2 0 2 1 2 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 54 48 7 16 69 43 30 42 49 4 61 9 432 3:45 PM 75 58 2 19 44 42 40 63 64 2 63 7 479 4:00 PM 44 45 0 16 45 70 32 55 58 5 75 12 457 4:15 PM 59 57 4 20 72 71 34 58 53 4 62 10 504 4:30 PM 59 61 2 23 92 63 31 61 57 1 58 26 534 4:45 PM 61 44 1 16 66 61 28 88 78 7 72 15 537 5:00 PM 58 50 4 13 100 114 46 59 68 3 84 12 611 5:15 PM 70 59 6 17 92 87 39 70 94 3 78 14 629 5:30 PM 48 49 1 22 67 85 31 93 76 6 68 12 558 5:45 PM 71 57 2 12 84 71 34 84 76 1 68 21 581 6:00 PM 61 39 4 17 79 56 30 67 65 1 73 15 507 6:15 PM 48 34 1 13 58 41 36 67 68 2 75 7 450 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 708 601 34 204 868 804 411 807 806 39 837 160 6279 Approach %52.72 44.75 2.53 10.87 46.27 42.86 20.31 39.87 39.82 3.76 80.79 15.44 App/Depart 1343 /1172 1876 /1713 2024 /1045 1036 /2349 500 PM PEAK Volumes 247 215 13 64 343 357 150 306 314 13 298 59 2379 Approach %52.00 45.26 2.74 8.38 44.90 46.73 19.48 39.74 40.78 3.51 80.54 15.95 PEAK HR. FACTOR:0.946 Carlsbad PM Peak Hr Begins at: 0.934 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.880 Aviara Pkwy 07/12/2012 Poinsettia Ln THURSDAY 12-1148-032 0 COMMENT 2:0 0.841 0.948 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 1 0 1 1 0 2 2 1 1 2 0 6:00 AM 6:15 AM 6:30 AM 5 1 2 3 0 45 10 84 3 2 127 1 283 6:45 AM 5 2 1 0 0 52 16 116 5 1 142 3 343 7:00 AM 9 1 0 4 0 56 19 111 5 2 189 12 408 7:15 AM 4 1 1 6 1 53 22 131 6 3 215 11 454 7:30 AM 6 2 2 5 1 84 41 191 5 0 207 15 559 7:45 AM 6 1 2 8 0 94 41 237 9 2 206 9 615 8:00 AM 13 0 3 6 2 92 44 180 3 2 222 17 584 8:15 AM 6 0 4 10 2 72 47 224 15 1 196 12 589 8:30 AM 13 3 1 9 1 76 40 196 8 1 208 10 566 8:45 AM 11 1 9 17 1 94 36 224 14 1 241 19 668 9:00 AM 12 2 2 10 0 63 54 194 7 6 189 14 553 9:15 AM 15 2 6 17 0 66 37 161 13 1 171 18 507 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 105 16 33 95 8 847 407 2049 93 22 2313 141 6129 Approach %68.18 10.39 21.43 10.00 0.84 89.16 15.97 80.38 3.65 0.89 93.42 5.69 App/Depart 154 /564 950 /123 2549 /2177 2476 /3265 800 AM PEAK Volumes 43 4 17 42 6 334 167 824 40 5 867 58 2407 Approach %67.19 6.25 26.56 10.99 1.57 87.43 16.20 79.92 3.88 0.54 93.23 6.24 PEAK HR. FACTOR:0.901 08/02/2012 CarlsbadPaseo Del Norte Poinsettia Ln 12-1148-033 Signal THURSDAY AM Peak Hr Begins at: 0.891 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.853 0.9010.762 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 1 0 1 1 0 2 2 1 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 12 0 5 18 3 79 68 225 11 2 211 14 648 3:45 PM 9 2 3 21 1 69 65 209 13 3 183 12 590 4:00 PM 11 1 3 28 4 61 81 181 7 5 223 19 624 4:15 PM 12 1 3 28 2 75 79 220 10 5 190 20 645 4:30 PM 14 1 4 24 3 72 82 256 16 2 204 11 689 4:45 PM 10 1 5 11 1 75 92 249 7 5 211 22 689 5:00 PM 8 1 7 22 1 88 83 247 20 3 246 23 749 5:15 PM 6 0 6 20 1 80 90 273 14 2 273 17 782 5:30 PM 14 3 5 30 1 83 105 245 16 3 248 15 768 5:45 PM 8 2 3 27 1 69 89 247 9 1 220 22 698 6:00 PM 6 0 4 23 0 60 90 237 15 3 231 21 690 6:15 PM 8 1 4 14 3 76 83 220 11 8 193 20 641 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 118 13 52 266 21 887 1007 2809 149 42 2633 216 8213 Approach %64.48 7.10 28.42 22.66 1.79 75.55 25.40 70.84 3.76 1.45 91.08 7.47 App/Depart 183 /1236 1174 /212 3965 /3127 2891 /3638 500 PM PEAK Volumes 36 6 21 99 4 320 367 1012 59 9 987 77 2997 Approach %57.14 9.52 33.33 23.40 0.95 75.65 25.52 70.38 4.10 0.84 91.99 7.18 PEAK HR. FACTOR:0.958 Carlsbad PM Peak Hr Begins at: 0.919 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.716 Paseo Del Norte 08/02/2012 Poinsettia Ln THURSDAY 12-1148-033 0 COMMENT 2:0 0.928 0.954 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 1 1 1 1 1 1 3 0 2 2 1 6:00 AM 6:15 AM 6:30 AM 4 11 43 23 6 5 2 14 6 33 23 41 211 6:45 AM 5 4 52 24 7 3 2 14 6 35 39 32 223 7:00 AM 5 10 64 16 10 5 1 38 4 41 57 29 280 7:15 AM 5 4 57 54 11 15 2 36 10 49 89 62 394 7:30 AM 5 9 80 45 20 12 5 36 10 71 100 57 450 7:45 AM 7 11 117 53 15 9 4 34 7 93 104 59 513 8:00 AM 10 9 75 33 12 7 9 35 14 74 121 48 447 8:15 AM 11 9 76 22 16 6 3 29 15 85 67 64 403 8:30 AM 11 11 70 19 17 13 4 30 10 123 79 41 428 8:45 AM 7 15 85 25 14 7 4 36 13 110 57 75 448 9:00 AM 2 2 63 15 14 3 2 25 12 68 81 80 367 9:15 AM 4 4 69 19 12 2 1 28 9 77 62 60 347 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 76 99 851 348 154 87 39 355 116 859 879 648 4511 Approach %7.41 9.65 82.94 59.08 26.15 14.77 7.65 69.61 22.75 36.00 36.84 27.16 App/Depart 1026 /786 589 /1129 510 /1554 2386 /1042 730 AM PEAK Volumes 33 38 348 153 63 34 21 134 46 323 392 228 1813 Approach %7.88 9.07 83.05 61.20 25.20 13.60 10.45 66.67 22.89 34.25 41.57 24.18 PEAK HR. FACTOR:0.884 08/29/2012 CarlsbadAvenida Encinas Poinsettia Ln 12-1148-034 Signal WEDNESDAY AM Peak Hr Begins at: 0.921 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.812 0.8660.776 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 1 1 1 1 1 1 3 0 2 2 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 14 20 117 27 16 5 4 35 15 92 42 37 424 3:45 PM 12 28 92 46 19 10 2 37 15 89 48 66 464 4:00 PM 18 16 91 50 17 5 10 49 11 99 46 56 468 4:15 PM 9 18 121 40 29 8 6 31 18 89 52 58 479 4:30 PM 15 12 121 55 23 9 4 38 8 114 53 41 493 4:45 PM 15 27 112 46 20 4 9 38 12 107 47 62 499 5:00 PM 11 23 134 45 30 10 5 53 14 89 43 65 522 5:15 PM 12 15 123 58 27 7 12 48 19 126 65 58 570 5:30 PM 22 13 119 35 15 14 2 52 9 119 67 39 506 5:45 PM 16 12 126 55 29 8 9 40 18 106 72 69 560 6:00 PM 12 18 101 54 26 7 9 45 22 137 44 48 523 6:15 PM 17 24 125 51 22 4 10 31 25 113 49 36 507 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 173 226 1382 562 273 91 82 497 186 1280 628 635 6015 Approach %9.71 12.69 77.60 60.69 29.48 9.83 10.72 64.97 24.31 50.33 24.70 24.97 App/Depart 1781 /943 926 /1739 765 /2441 2543 /892 515 PM PEAK Volumes 62 58 469 202 97 36 32 185 68 488 248 214 2159 Approach %10.53 9.85 79.63 60.30 28.96 10.75 11.23 64.91 23.86 51.37 26.11 22.53 PEAK HR. FACTOR:0.947 Carlsbad PM Peak Hr Begins at: 0.954 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.956 Avenida Encinas 08/29/2012 Poinsettia Ln WEDNESDAY 12-1148-034 COMMENT 2:0 0.910 0.902 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 0 1 3 0 1 0.5 1.5 1 1 0 6:00 AM 6:15 AM 6:30 AM 34 50 1 0 78 18 8 1 29 1 1 0 221 6:45 AM 41 86 0 0 93 19 17 0 46 2 5 3 312 7:00 AM 30 74 0 0 93 24 15 3 46 2 1 3 291 7:15 AM 49 139 1 0 99 15 14 0 46 2 4 1 370 7:30 AM 54 135 0 2 104 20 18 1 61 5 6 2 408 7:45 AM 63 192 1 0 139 24 23 1 79 5 5 5 537 8:00 AM 68 142 1 2 110 24 33 2 65 5 4 2 458 8:15 AM 58 113 0 0 113 37 19 2 52 7 5 4 410 8:30 AM 80 132 0 0 104 19 26 1 66 2 3 0 433 8:45 AM 69 130 0 1 110 28 25 6 76 3 6 2 456 9:00 AM 46 111 1 2 57 31 23 3 77 2 1 1 355 9:15 AM 59 90 1 1 89 19 20 2 64 3 0 3 351 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 651 1394 6 8 1189 278 241 22 707 39 41 26 4602 Approach %31.74 67.97 0.29 0.54 80.61 18.85 24.85 2.27 72.89 36.79 38.68 24.53 App/Depart 2051 /1661 1475 /1935 970 /36 106 /970 745 AM PEAK Volumes 269 579 2 2 466 104 101 6 262 19 17 11 1838 Approach %31.65 68.12 0.24 0.35 81.47 18.18 27.37 1.63 71.00 40.43 36.17 23.40 PEAK HR. FACTOR:0.856 07/17/2012 CarlsbadMelrose Dr Alga Rd 12-1148-035 Signal TUESDAY AM Peak Hr Begins at: 0.734 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.877 0.8960.830 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 0 1 3 0 1 0.5 1.5 1 1 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 79 109 1 1 105 14 32 4 84 2 3 0 434 3:45 PM 69 88 0 3 90 17 23 6 89 2 2 0 389 4:00 PM 81 147 0 0 150 17 27 5 80 0 0 0 507 4:15 PM 86 120 2 2 122 18 30 3 85 7 3 1 479 4:30 PM 67 125 0 2 156 33 30 2 94 2 0 0 511 4:45 PM 89 131 0 1 154 25 21 9 105 3 2 3 543 5:00 PM 80 130 0 5 175 22 35 7 116 4 4 3 581 5:15 PM 91 118 2 5 210 51 28 5 114 2 3 1 630 5:30 PM 78 85 0 5 186 28 26 4 104 3 2 3 524 5:45 PM 89 108 3 3 168 33 28 4 76 2 3 0 517 6:00 PM 105 97 3 2 145 29 29 1 80 4 0 2 497 6:15 PM 93 89 2 5 141 25 21 8 81 4 0 4 473 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 1007 1347 13 34 1802 312 330 58 1108 35 22 17 6085 Approach %42.54 56.91 0.55 1.58 83.89 14.53 22.06 3.88 74.06 47.30 29.73 22.97 App/Depart 2367 /1694 2148 /2945 1496 /105 74 /1341 445 PM PEAK Volumes 338 464 2 16 725 126 110 25 439 12 11 10 2278 Approach %42.04 57.71 0.25 1.85 83.62 14.53 19.16 4.36 76.48 36.36 33.33 30.30 PEAK HR. FACTOR:0.904 Carlsbad PM Peak Hr Begins at: 0.750 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.914 Melrose Dr 07/17/2012 Alga Rd TUESDAY 12-1148-035 0 COMMENT 2:0 0.815 0.908 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 1 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 7 5 2 3 1 2 5 4 11 8 3 4 55 6:45 AM 15 0 5 2 3 1 2 6 35 13 5 5 92 7:00 AM 16 3 9 2 2 1 1 11 24 11 3 5 88 7:15 AM 10 3 5 4 1 1 3 7 19 17 5 4 79 7:30 AM 19 1 5 0 2 3 0 15 32 9 5 6 97 7:45 AM 19 3 6 4 4 3 1 16 47 14 5 5 127 8:00 AM 9 7 8 2 3 4 0 12 34 19 5 8 111 8:15 AM 12 0 9 3 1 2 7 16 38 14 9 3 114 8:30 AM 19 2 11 1 6 3 3 16 15 12 13 5 106 8:45 AM 13 2 10 6 0 0 5 19 27 23 4 11 120 9:00 AM 14 4 13 5 3 9 7 15 29 15 8 8 130 9:15 AM 24 10 14 9 4 2 6 15 16 24 18 12 154 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 177 40 97 41 30 31 40 152 327 179 83 76 1273 Approach %56.37 12.74 30.89 40.20 29.41 30.39 7.71 29.29 63.01 52.96 24.56 22.49 App/Depart 314 /156 102 /536 519 /290 338 /291 830 AM PEAK Volumes 70 18 48 21 13 14 21 65 87 74 43 36 510 Approach %51.47 13.24 35.29 43.75 27.08 29.17 12.14 37.57 50.29 48.37 28.10 23.53 PEAK HR. FACTOR:0.828 COMMENT 1: COMMENT 2: CONTROL: 0.706 0.8480.708 Signal TUESDAY AM Peak Hr Begins at: 0.708 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/31/2012 CarlsbadMonroe St Marron Rd 12-1148-037 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 1 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 20 20 27 19 13 17 17 56 53 20 36 24 322 3:45 PM 31 16 23 21 24 22 17 88 47 36 45 23 393 4:00 PM 25 18 25 22 20 17 17 84 49 30 53 20 380 4:15 PM 28 12 26 19 13 13 20 78 57 37 57 17 377 4:30 PM 28 24 28 24 24 20 22 74 67 29 46 33 419 4:45 PM 42 15 30 20 20 17 17 84 58 39 50 34 426 5:00 PM 26 18 34 21 22 17 14 40 59 42 49 20 362 5:15 PM 30 16 29 25 26 15 18 42 68 29 70 19 387 5:30 PM 22 17 31 22 18 29 20 43 43 28 57 37 367 5:45 PM 34 12 33 20 15 27 20 53 46 33 46 22 361 6:00 PM 26 19 14 28 21 14 27 44 32 29 52 27 333 6:15 PM 24 21 14 10 28 19 22 47 36 16 46 17 300 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 336 208 314 251 244 227 231 733 615 368 607 293 4427 Approach %39.16 24.24 36.60 34.76 33.80 31.44 14.63 46.42 38.95 29.02 47.87 23.11 App/Depart 858 /732 722 /1227 1579 /1298 1268 /1170 400 PM PEAK Volumes 123 69 109 85 77 67 76 320 231 135 206 104 1602 Approach %40.86 22.92 36.21 37.12 33.62 29.26 12.12 51.04 36.84 30.34 46.29 23.37 PEAK HR. FACTOR:0.940 COMMENT 2:0 0.842 0.962 CONTROL:Signal COMMENT 1:0 Marron Rd TUESDAY 12-1148-037 0 Carlsbad PM Peak Hr Begins at: 0.904 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.865 Monroe St 07/31/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 0 1 0 0 0 0 2 0 1 3 0 6:00 AM 6:15 AM 6:30 AM 0 0 1 0 0 0 0 117 20 7 113 0 258 6:45 AM 6 0 2 0 0 0 0 227 51 24 125 0 435 7:00 AM 8 0 5 0 0 0 0 145 50 13 119 0 340 7:15 AM 15 0 4 0 0 0 0 225 52 15 150 0 461 7:30 AM 13 0 12 0 0 0 0 237 63 26 129 0 480 7:45 AM 16 0 9 0 0 0 0 327 72 25 136 0 585 8:00 AM 22 0 14 0 0 0 0 298 86 18 132 0 570 8:15 AM 28 0 14 0 0 0 0 242 45 19 134 0 482 8:30 AM 27 0 14 0 0 0 0 292 45 12 130 0 520 8:45 AM 32 0 14 0 0 0 0 289 61 15 126 0 537 9:00 AM 42 0 24 0 0 0 0 272 54 14 125 0 531 9:15 AM 40 0 23 0 0 0 0 281 38 14 122 0 518 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 249 0 136 0 0 0 0 2952 637 202 1541 0 5717 Approach %64.68 0.00 35.32 ############0.00 82.25 17.75 11.59 88.41 0.00 App/Depart 385 /0 0 /839 3589 /3088 1743 /1790 745 AM PEAK Volumes 93 0 51 0 0 0 0 1159 248 74 532 0 2157 Approach %64.58 0.00 35.42 ############0.00 82.37 17.63 12.21 87.79 0.00 PEAK HR. FACTOR:0.922 07/26/2012 CarlsbadPaseo Del Norte Cannon Rd 12-1148-038 Signal THURSDAY AM Peak Hr Begins at: 0.941 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.000 0.8820.857 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 0 1 0 0 0 0 2 0 1 3 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 115 0 37 0 0 0 0 173 82 18 281 0 706 3:45 PM 87 0 43 0 0 0 0 158 100 31 236 0 655 4:00 PM 101 0 26 0 0 0 0 176 74 35 195 0 607 4:15 PM 96 0 23 0 0 0 0 202 53 17 235 0 626 4:30 PM 101 0 46 0 0 0 0 190 86 16 310 0 749 4:45 PM 84 0 35 0 0 0 0 191 87 30 269 0 696 5:00 PM 122 0 47 0 0 0 0 197 70 19 376 0 831 5:15 PM 106 0 33 0 0 0 0 184 54 28 363 0 768 5:30 PM 93 0 34 0 0 0 0 169 83 23 343 0 745 5:45 PM 85 0 23 0 0 0 0 174 73 33 312 0 700 6:00 PM 108 0 27 0 0 0 0 163 44 18 254 0 614 6:15 PM 71 0 17 0 0 0 0 123 50 15 193 0 469 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 1169 0 391 0 0 0 0 2100 856 283 3367 0 8166 Approach %74.94 0.00 25.06 ############0.00 71.04 28.96 7.75 92.25 0.00 App/Depart 1560 /0 0 /1139 2956 /2491 3650 /4536 500 PM PEAK Volumes 406 0 137 0 0 0 0 724 280 103 1394 0 3044 Approach %74.77 0.00 25.23 ############0.00 72.11 27.89 6.88 93.12 0.00 PEAK HR. FACTOR:0.916 Carlsbad PM Peak Hr Begins at: 0.947 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.803 Paseo Del Norte 07/26/2012 Cannon Rd THURSDAY 12-1148-038 0 COMMENT 2:0 0.000 0.940 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1.3 0.3 0.3 0 1 0 1 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 32 0 2 0 0 0 0 43 47 1 145 0 270 6:45 AM 56 0 1 0 0 0 0 31 78 5 208 1 380 7:00 AM 33 0 2 0 0 0 1 23 86 5 143 0 293 7:15 AM 49 0 1 0 0 0 0 27 120 4 180 0 381 7:30 AM 32 1 1 0 0 0 0 25 103 9 203 0 374 7:45 AM 54 0 1 0 0 0 0 47 180 7 184 0 473 8:00 AM 51 0 1 0 0 0 0 29 165 2 146 0 394 8:15 AM 34 0 0 0 0 0 0 32 152 20 140 0 378 8:30 AM 39 1 2 0 0 0 0 55 124 8 141 0 370 8:45 AM 41 0 2 0 0 1 0 55 122 7 126 0 354 9:00 AM 38 1 3 0 1 0 1 46 111 4 113 0 318 9:15 AM 37 0 3 0 0 0 0 39 70 9 120 0 278 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 496 3 19 0 1 1 2 452 1358 81 1849 1 4263 Approach %95.75 0.58 3.67 0.00 50.00 50.00 0.11 24.94 74.94 4.19 95.75 0.05 App/Depart 518 /6 2 /1440 1812 /471 1931 /2346 715 AM PEAK Volumes 186 1 4 0 0 0 0 128 568 22 713 0 1622 Approach %97.38 0.52 2.09 ############0.00 18.39 81.61 2.99 97.01 0.00 PEAK HR. FACTOR:0.857 COMMENT 1: COMMENT 2: CONTROL: 0.000 0.7670.868 Signal WEDNESDAY AM Peak Hr Begins at: 0.867 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/11/2012 CarlsbadFaraday Ave Cannon Rd 12-1148-039 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1.3 0.3 0.3 0 1 0 1 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 83 0 13 0 1 0 0 137 53 2 111 0 400 3:45 PM 81 0 7 0 0 2 0 123 53 1 80 1 348 4:00 PM 70 0 7 2 0 0 0 163 59 4 79 0 384 4:15 PM 116 0 7 0 0 0 0 157 56 4 69 0 409 4:30 PM 109 0 9 0 0 0 0 180 64 9 70 0 441 4:45 PM 116 0 15 0 0 0 0 206 59 4 97 0 497 5:00 PM 157 0 20 0 0 0 0 228 63 5 99 4 576 5:15 PM 166 1 11 0 0 0 0 231 68 3 88 1 569 5:30 PM 138 1 11 1 0 0 0 166 49 2 85 0 453 5:45 PM 117 0 7 0 0 0 0 178 54 4 119 0 479 6:00 PM 103 0 9 0 0 2 0 185 43 4 81 1 428 6:15 PM 87 0 4 0 0 0 0 141 35 4 75 0 346 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 1343 2 120 3 1 4 0 2095 656 46 1053 7 5330 Approach %91.67 0.14 8.19 37.50 12.50 50.00 0.00 76.15 23.85 4.16 95.21 0.63 App/Depart 1465 /9 8 /703 2751 /2218 1106 /2400 445 PM PEAK Volumes 577 2 57 1 0 0 0 831 239 14 369 5 2095 Approach %90.72 0.31 8.96 100.00 0.00 0.00 0.00 77.66 22.34 3.61 95.10 1.29 PEAK HR. FACTOR:0.909 COMMENT 2:0 0.250 0.895 CONTROL:Signal COMMENT 1:0 Cannon Rd WEDNESDAY 12-1148-039 0 Carlsbad PM Peak Hr Begins at: 0.898 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.893 Faraday Ave 07/11/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 1.5 0.5 1 1 1 0 6:00 AM 6:15 AM 6:30 AM 3 50 0 0 254 17 30 1 7 1 0 1 364 6:45 AM 0 33 0 0 270 20 40 1 13 0 0 2 379 7:00 AM 5 32 0 0 234 31 34 1 9 1 0 0 347 7:15 AM 4 55 0 2 263 32 49 0 14 0 1 2 422 7:30 AM 7 72 1 0 306 39 50 3 18 1 3 0 500 7:45 AM 16 68 1 1 276 52 43 0 21 1 1 2 482 8:00 AM 7 69 0 1 246 32 47 0 15 1 1 1 420 8:15 AM 9 67 2 1 194 27 57 0 10 2 1 2 372 8:30 AM 7 68 0 1 226 53 47 0 17 1 3 3 426 8:45 AM 12 92 1 2 182 64 53 0 11 1 1 1 420 9:00 AM 5 71 0 0 122 34 63 0 9 0 4 1 309 9:15 AM 4 72 0 0 116 32 70 3 7 0 1 0 305 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 79 749 5 8 2689 433 583 9 151 9 16 15 4746 Approach %9.48 89.92 0.60 0.26 85.91 13.83 78.47 1.21 20.32 22.50 40.00 37.50 App/Depart 833 /1347 3130 /2849 743 /22 40 /528 715 AM PEAK Volumes 34 264 2 4 1091 155 189 3 68 3 6 5 1824 Approach %11.33 88.00 0.67 0.32 87.28 12.40 72.69 1.15 26.15 21.43 42.86 35.71 PEAK HR. FACTOR:0.912 COMMENT 1: COMMENT 2: CONTROL: 0.906 0.9150.882 Signal TUESDAY AM Peak Hr Begins at: 0.875 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/10/2012 CarlsbadCollege Blvd Carlsbad Village Dr 12-1148-040 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 1.5 0.5 1 1 1 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 15 230 1 1 100 62 64 1 14 0 0 0 488 3:45 PM 11 222 2 0 100 74 59 2 12 0 1 3 486 4:00 PM 14 206 0 2 110 87 48 0 5 0 2 2 476 4:15 PM 15 219 1 0 92 74 65 2 13 2 2 4 489 4:30 PM 16 232 1 1 89 91 56 0 13 1 0 1 501 4:45 PM 24 256 0 0 117 89 64 1 15 1 1 0 568 5:00 PM 21 259 1 2 112 102 64 1 11 1 0 1 575 5:15 PM 21 325 1 3 100 87 82 2 10 0 1 0 632 5:30 PM 27 238 1 3 97 90 72 1 19 0 0 2 550 5:45 PM 16 208 2 5 108 89 72 2 13 0 0 1 516 6:00 PM 12 199 5 4 86 90 69 0 13 0 1 2 481 6:15 PM 18 224 3 3 70 71 62 4 10 0 1 1 467 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 210 2818 18 24 1181 1006 777 16 148 5 9 17 6229 Approach %6.89 92.51 0.59 1.09 53.41 45.50 82.57 1.70 15.73 16.13 29.03 54.84 App/Depart 3046 /3612 2211 /1334 941 /58 31 /1225 445 PM PEAK Volumes 93 1078 3 8 426 368 282 5 55 2 2 3 2325 Approach %7.92 91.82 0.26 1.00 53.12 45.89 82.46 1.46 16.08 28.57 28.57 42.86 PEAK HR. FACTOR:0.920 COMMENT 2:0 0.928 0.910 CONTROL:Signal COMMENT 1:0 Carlsbad Village Dr TUESDAY 12-1148-040 0 Carlsbad PM Peak Hr Begins at: 0.875 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.846 College Blvd 07/10/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 1 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 6 23 21 23 25 9 7 32 8 22 55 13 244 6:45 AM 23 20 31 31 29 13 2 50 10 36 78 15 338 7:00 AM 16 22 37 23 48 14 4 65 17 34 65 12 357 7:15 AM 21 25 46 21 40 16 7 54 13 27 83 9 362 7:30 AM 33 32 58 37 59 26 15 78 15 41 78 7 479 7:45 AM 28 41 71 47 77 23 20 106 18 37 96 23 587 8:00 AM 48 44 56 44 67 24 14 91 31 42 104 18 583 8:15 AM 33 29 54 30 53 21 16 97 25 42 104 13 517 8:30 AM 32 42 52 39 59 15 9 63 18 29 78 8 444 8:45 AM 43 27 53 31 42 16 6 80 19 31 104 13 465 9:00 AM 13 25 40 11 48 17 14 78 20 38 73 3 380 9:15 AM 30 26 40 15 38 23 6 64 14 27 59 7 349 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 326 356 559 352 585 217 120 858 208 406 977 141 5105 Approach %26.27 28.69 45.04 30.50 50.69 18.80 10.12 72.34 17.54 26.64 64.11 9.25 App/Depart 1241 /617 1154 /1199 1186 /1769 1524 /1520 730 AM PEAK Volumes 142 146 239 158 256 94 65 372 89 162 382 61 2166 Approach %26.94 27.70 45.35 31.10 50.39 18.50 12.36 70.72 16.92 26.78 63.14 10.08 PEAK HR. FACTOR:0.922 COMMENT 1: COMMENT 2: CONTROL: 0.864 0.9130.890 Signal WEDNESDAY AM Peak Hr Begins at: 0.922 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/11/2012 CarlsbadCollege Blvd Faraday Ave 12-1148-041 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 1 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 16 57 37 4 39 23 13 90 22 41 72 23 437 3:45 PM 18 42 26 4 36 10 11 88 34 40 58 17 384 4:00 PM 18 61 39 4 42 14 13 76 31 41 59 19 417 4:15 PM 11 63 30 4 36 20 22 72 30 45 81 25 439 4:30 PM 24 55 40 2 50 9 17 89 30 64 83 33 496 4:45 PM 27 66 29 3 44 13 9 101 35 71 83 29 510 5:00 PM 30 95 42 8 54 26 6 134 47 82 120 51 695 5:15 PM 27 51 34 4 60 14 18 106 42 57 103 37 553 5:30 PM 35 51 17 4 39 18 17 119 36 46 85 28 495 5:45 PM 22 48 22 3 47 13 10 108 29 49 77 22 450 6:00 PM 15 52 19 4 32 10 11 88 43 58 77 24 433 6:15 PM 13 45 16 6 24 10 11 45 26 33 46 16 291 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 256 686 351 50 503 180 158 1116 405 627 944 324 5600 Approach %19.80 53.05 27.15 6.82 68.62 24.56 9.41 66.47 24.12 33.09 49.82 17.10 App/Depart 1293 /1168 733 /1535 1679 /1517 1895 /1380 430 PM PEAK Volumes 108 267 145 17 208 62 50 430 154 274 389 150 2254 Approach %20.77 51.35 27.88 5.92 72.47 21.60 7.89 67.82 24.29 33.70 47.85 18.45 PEAK HR. FACTOR:0.811 COMMENT 2:0 0.815 0.848 CONTROL:Signal COMMENT 1:0 Faraday Ave WEDNESDAY 12-1148-041 0 Carlsbad PM Peak Hr Begins at: 0.803 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.778 College Blvd 07/11/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 0.3 0.3 1.3 0 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 0 0 0 7 0 45 0 48 55 61 73 1 290 6:45 AM 0 0 0 8 1 38 0 60 43 57 64 0 271 7:00 AM 0 0 0 11 0 38 0 76 38 66 85 0 314 7:15 AM 0 0 0 10 1 50 0 69 54 69 103 0 356 7:30 AM 0 0 0 13 0 58 0 74 44 59 117 0 365 7:45 AM 0 0 0 20 0 76 0 106 67 81 134 0 484 8:00 AM 0 0 0 16 0 60 0 90 60 44 157 0 427 8:15 AM 0 0 0 17 0 65 0 98 60 44 161 0 445 8:30 AM 0 0 0 14 0 75 0 131 60 42 169 0 491 8:45 AM 0 0 0 26 0 90 0 112 64 44 222 0 558 9:00 AM 0 0 0 31 1 72 0 129 81 47 186 0 547 9:15 AM 0 0 0 27 0 79 0 127 78 46 200 0 557 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 0 0 200 3 746 0 1120 704 660 1671 1 5105 Approach %############21.07 0.32 78.61 0.00 61.40 38.60 28.30 71.66 0.04 App/Depart 0 /1 949 /1367 1824 /1320 2332 /2417 830 AM PEAK Volumes 0 0 0 98 1 316 0 499 283 179 777 0 2153 Approach %############23.61 0.24 76.14 0.00 63.81 36.19 18.72 81.28 0.00 PEAK HR. FACTOR:0.965 COMMENT 1: COMMENT 2: CONTROL: 0.894 0.9310.000 Signal TUESDAY AM Peak Hr Begins at: 0.898 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/24/2012 CarlsbadI-5 SB Ramps Carlsbad Village Dr 12-1148-042 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 0.3 0.3 1.3 0 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 0 0 0 31 1 91 0 233 98 41 216 0 711 3:45 PM 0 0 0 27 0 106 0 201 97 48 203 0 682 4:00 PM 0 0 0 31 0 95 0 215 90 40 193 0 664 4:15 PM 0 0 0 45 0 94 0 198 85 47 214 0 683 4:30 PM 0 0 0 34 0 93 0 196 102 42 219 0 686 4:45 PM 0 0 0 32 0 120 0 221 85 38 220 0 716 5:00 PM 0 0 0 31 0 108 0 208 104 61 197 0 709 5:15 PM 0 0 0 38 1 117 0 215 90 49 228 0 738 5:30 PM 0 0 0 45 1 114 0 233 104 43 214 0 754 5:45 PM 0 0 0 31 0 111 0 225 80 38 221 0 706 6:00 PM 0 0 0 30 2 91 0 235 81 55 199 0 693 6:15 PM 0 0 0 17 1 96 0 181 71 49 197 0 612 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 0 0 392 6 1236 0 2561 1087 551 2521 0 8354 Approach %############23.99 0.37 75.64 0.00 70.20 29.80 17.94 82.06 0.00 App/Depart 0 /0 1634 /1644 3648 /2953 3072 /3757 445 PM PEAK Volumes 0 0 0 146 2 459 0 877 383 191 859 0 2917 Approach %############24.05 0.33 75.62 0.00 69.60 30.40 18.19 81.81 0.00 PEAK HR. FACTOR:0.967 COMMENT 2:0 0.948 0.935 CONTROL:Signal COMMENT 1:0 Carlsbad Village Dr TUESDAY 12-1148-042 0 Carlsbad PM Peak Hr Begins at: 0.948 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.000 I-5 SB Ramps 07/24/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 1 0 0 0 1 2 0 0 2 0 6:00 AM 6:15 AM 6:30 AM 9 0 11 0 0 0 34 23 0 0 112 27 216 6:45 AM 36 0 20 0 0 0 45 22 0 0 79 32 234 7:00 AM 21 0 12 0 0 0 63 28 0 0 135 17 276 7:15 AM 44 0 10 0 0 0 56 23 0 0 127 27 287 7:30 AM 56 0 25 0 0 0 46 36 0 0 129 32 324 7:45 AM 52 0 24 0 0 0 59 61 0 0 168 30 394 8:00 AM 40 0 22 0 0 0 79 54 0 0 132 29 356 8:15 AM 70 0 39 0 0 0 59 53 0 0 132 39 392 8:30 AM 92 1 29 0 0 0 75 70 0 0 125 24 416 8:45 AM 116 0 47 0 0 0 60 82 0 0 169 23 497 9:00 AM 119 0 28 0 0 0 72 84 0 0 140 32 475 9:15 AM 97 0 45 0 0 0 76 89 0 0 150 37 494 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 752 1 312 0 0 0 724 625 0 0 1598 349 4361 Approach %70.61 0.09 29.30 ############53.67 46.33 0.00 0.00 82.07 17.93 App/Depart 1065 /1074 0 /0 1349 /937 1947 /2350 830 AM PEAK Volumes 424 1 149 0 0 0 283 325 0 0 584 116 1882 Approach %73.87 0.17 25.96 ############46.55 53.45 0.00 0.00 83.43 16.57 PEAK HR. FACTOR:0.947 COMMENT 1: COMMENT 2: CONTROL: 0.000 0.9210.880 Signal TUESDAY AM Peak Hr Begins at: 0.911 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/24/2012 CarlsbadI-5 NB Ramps Carlsbad Village Dr 12-1148-043 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 1 0 0 0 1 2 0 0 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 83 0 61 0 0 0 130 143 0 0 163 26 606 3:45 PM 111 0 59 0 0 0 96 133 0 0 158 41 598 4:00 PM 103 0 64 0 0 0 134 119 0 0 142 32 594 4:15 PM 109 0 63 0 0 0 104 143 0 0 172 35 626 4:30 PM 128 0 57 0 0 0 97 152 0 0 178 31 643 4:45 PM 112 0 66 0 0 0 91 167 0 0 183 41 660 5:00 PM 101 0 64 0 0 0 98 162 0 0 147 35 607 5:15 PM 99 0 56 0 0 0 117 144 0 0 182 41 639 5:30 PM 124 0 68 0 0 0 98 159 0 0 154 37 640 5:45 PM 108 0 66 0 0 0 133 153 0 0 170 27 657 6:00 PM 120 0 71 0 0 0 120 156 0 0 156 23 646 6:15 PM 110 0 64 0 0 0 124 85 0 0 148 29 560 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 1308 0 759 0 0 0 1342 1716 0 0 1953 398 7476 Approach %63.28 0.00 36.72 ############43.88 56.12 0.00 0.00 83.07 16.93 App/Depart 2067 /1740 0 /0 3058 /2475 2351 /3261 515 PM PEAK Volumes 451 0 261 0 0 0 468 612 0 0 662 128 2582 Approach %63.34 0.00 36.66 ############43.33 56.67 0.00 0.00 83.80 16.20 PEAK HR. FACTOR:0.982 COMMENT 2:0 0.000 0.944 CONTROL:Signal COMMENT 1:0 Carlsbad Village Dr TUESDAY 12-1148-043 0 Carlsbad PM Peak Hr Begins at: 0.886 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.927 I-5 NB Ramps 07/24/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 1.5 0.5 1 0 2 1 2 2 0 6:00 AM 6:15 AM 6:30 AM 0 0 0 65 0 24 0 28 9 68 34 0 228 6:45 AM 0 0 0 155 0 47 0 56 7 73 43 0 381 7:00 AM 0 0 0 102 0 28 0 52 17 70 50 0 319 7:15 AM 0 0 0 155 0 38 0 72 7 71 62 0 405 7:30 AM 0 0 0 152 0 53 0 88 13 79 64 0 449 7:45 AM 0 0 0 257 0 69 0 97 8 66 66 0 563 8:00 AM 0 0 0 158 0 51 0 81 15 66 68 0 439 8:15 AM 0 0 0 155 0 45 0 64 19 81 66 0 430 8:30 AM 0 0 0 147 0 37 0 83 15 56 70 0 408 8:45 AM 0 0 0 160 0 42 0 83 15 67 75 0 442 9:00 AM 0 0 0 154 0 40 0 78 16 52 67 0 407 9:15 AM 0 0 0 166 0 49 1 70 21 55 61 0 423 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 0 0 1826 0 523 1 852 162 804 726 0 4894 Approach %############77.74 0.00 22.26 0.10 83.94 15.96 52.55 47.45 0.00 App/Depart 0 /1 2349 /966 1015 /2678 1530 /1249 730 AM PEAK Volumes 0 0 0 722 0 218 0 330 55 292 264 0 1881 Approach %############76.81 0.00 23.19 0.00 85.71 14.29 52.52 47.48 0.00 PEAK HR. FACTOR:0.835 07/26/2012 CarlsbadI-5 SB Ramps Cannon Rd 12-1148-044 Signal THURSDAY AM Peak Hr Begins at: 0.946 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.721 0.9170.000 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 1.5 0.5 1 0 2 1 2 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 0 0 0 97 0 59 0 134 21 105 129 0 545 3:45 PM 0 0 0 114 0 70 0 103 20 84 119 0 510 4:00 PM 0 0 0 100 0 66 0 130 13 91 128 0 528 4:15 PM 0 0 0 95 0 85 0 118 22 100 112 0 532 4:30 PM 0 0 0 111 0 66 0 126 21 100 119 0 543 4:45 PM 0 0 0 116 0 57 0 147 17 123 119 0 579 5:00 PM 0 0 0 84 0 48 0 150 18 140 113 0 553 5:15 PM 0 0 0 87 0 44 0 115 16 139 143 0 544 5:30 PM 0 0 0 108 0 38 0 110 19 111 143 0 529 5:45 PM 0 0 0 84 0 44 0 107 20 121 134 0 510 6:00 PM 0 0 0 62 0 35 0 104 19 101 125 0 446 6:15 PM 0 0 0 68 0 31 0 88 12 84 105 0 388 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 0 0 1126 0 643 0 1432 218 1299 1489 0 6207 Approach %############63.65 0.00 36.35 0.00 86.79 13.21 46.59 53.41 0.00 App/Depart 0 /0 1769 /1517 1650 /2558 2788 /2132 430 PM PEAK Volumes 0 0 0 398 0 215 0 538 72 502 494 0 2219 Approach %############64.93 0.00 35.07 0.00 88.20 11.80 50.40 49.60 0.00 PEAK HR. FACTOR:0.958 Carlsbad PM Peak Hr Begins at: 0.883 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.000 I-5 SB Ramps 07/26/2012 Cannon Rd THURSDAY 12-1148-044 0 COMMENT 2:0 0.866 0.908 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 2 0 0 0 2 2 0 0 1.5 1.5 6:00 AM 6:15 AM 6:30 AM 5 0 56 0 0 0 14 94 0 0 91 20 280 6:45 AM 10 0 107 0 0 0 14 191 0 0 102 32 456 7:00 AM 11 1 61 0 0 0 24 145 0 0 109 23 374 7:15 AM 19 0 89 0 0 0 25 203 0 0 143 31 510 7:30 AM 16 0 103 0 0 0 30 217 0 0 114 37 517 7:45 AM 20 0 129 0 0 0 28 305 0 0 116 36 634 8:00 AM 22 0 118 0 0 0 25 243 0 0 111 44 563 8:15 AM 20 0 121 0 0 0 19 182 0 0 127 45 514 8:30 AM 21 0 128 0 0 0 32 197 0 0 114 51 543 8:45 AM 18 0 125 0 0 0 31 237 0 0 113 71 595 9:00 AM 27 0 121 0 0 0 27 184 0 0 94 71 524 9:15 AM 9 0 108 0 0 0 26 199 0 0 102 69 513 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 198 1 1266 0 0 0 295 2397 0 0 1336 530 6023 Approach %13.52 0.07 86.42 ############10.96 89.04 0.00 0.00 71.60 28.40 App/Depart 1465 /826 0 /0 2692 /3663 1866 /1534 745 AM PEAK Volumes 83 0 496 0 0 0 104 927 0 0 468 176 2254 Approach %14.34 0.00 85.66 ############10.09 89.91 0.00 0.00 72.67 27.33 PEAK HR. FACTOR:0.889 COMMENT 1: COMMENT 2: CONTROL: 0.000 0.7740.971 Signal THURSDAY AM Peak Hr Begins at: 0.936 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 07/26/2012 CarlsbadI-5 NB Ramps Cannon Rd 12-1148-045 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 2 0 0 0 2 2 0 0 1.5 1.5 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 49 0 89 0 0 0 59 173 0 0 179 217 766 3:45 PM 38 3 84 0 0 0 37 171 1 0 168 159 661 4:00 PM 39 1 94 0 0 0 81 182 0 0 176 180 753 4:15 PM 39 1 101 0 0 0 51 155 0 0 180 192 719 4:30 PM 27 3 98 0 0 0 63 194 0 0 196 230 811 4:45 PM 30 3 104 0 0 0 69 187 0 0 214 176 783 5:00 PM 32 3 79 0 0 0 79 156 0 0 242 258 849 5:15 PM 30 3 92 0 0 0 54 143 0 0 248 247 817 5:30 PM 32 0 90 0 0 0 44 157 0 0 219 226 768 5:45 PM 35 2 109 0 0 0 44 104 1 0 227 182 704 6:00 PM 36 1 95 0 0 0 61 88 0 0 182 191 654 6:15 PM 24 0 64 0 0 0 42 104 0 0 170 154 558 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 411 20 1099 0 0 0 684 1814 2 0 2401 2412 8843 Approach %26.86 1.31 71.83 ############27.36 72.56 0.08 0.00 49.89 50.11 App/Depart 1530 /3116 0 /2 2500 /2913 4813 /2812 430 PM PEAK Volumes 119 12 373 0 0 0 265 680 0 0 900 911 3260 Approach %23.61 2.38 74.01 ############28.04 71.96 0.00 0.00 49.70 50.30 PEAK HR. FACTOR:0.960 COMMENT 2:0 0.000 0.919 CONTROL:Signal COMMENT 1:0 Cannon Rd THURSDAY 12-1148-045 0 Carlsbad PM Peak Hr Begins at: 0.906 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.920 I-5 NB Ramps 07/26/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 2 0 1 0 3 0 0 2 1 6:00 AM 6:15 AM 6:30 AM 0 0 0 91 0 43 0 54 26 0 77 84 375 6:45 AM 0 0 0 130 0 62 0 62 28 0 81 86 449 7:00 AM 0 0 0 114 0 53 0 54 23 0 77 78 399 7:15 AM 0 0 0 192 0 51 0 91 23 0 86 65 508 7:30 AM 0 0 0 166 0 74 0 90 22 0 126 82 560 7:45 AM 0 0 0 246 0 102 0 121 22 0 125 68 684 8:00 AM 0 0 0 168 0 69 0 96 38 0 140 78 589 8:15 AM 0 0 0 159 0 69 0 96 32 0 112 82 550 8:30 AM 0 0 0 160 1 44 0 105 26 0 111 91 538 8:45 AM 0 0 0 177 0 71 0 88 25 0 132 74 567 9:00 AM 0 0 0 139 0 45 0 112 26 0 113 97 532 9:15 AM 0 0 0 170 0 46 1 104 32 0 99 106 558 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 0 0 1912 1 729 1 1073 323 0 1279 991 6309 Approach %############72.37 0.04 27.59 0.07 76.81 23.12 0.00 56.34 43.66 App/Depart 0 /992 2642 /324 1397 /2985 2270 /2008 730 AM PEAK Volumes 0 0 0 739 0 314 0 403 114 0 503 310 2383 Approach %############70.18 0.00 29.82 0.00 77.95 22.05 0.00 61.87 38.13 PEAK HR. FACTOR:0.871 COMMENT 1: COMMENT 2: CONTROL: 0.756 0.9040.000 Signal WEDNESDAY AM Peak Hr Begins at: 0.932 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 08/01/2012 CarlsbadI-5 SB Ramps Palomar Airport Rd 12-1148-046 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 2 0 1 0 3 0 0 2 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 0 0 0 161 0 49 0 146 59 0 157 233 805 3:45 PM 0 0 0 149 0 42 0 144 48 0 148 235 766 4:00 PM 0 0 0 130 2 38 0 166 62 0 150 243 791 4:15 PM 0 0 0 148 0 50 0 160 64 0 167 270 859 4:30 PM 0 0 0 160 1 29 0 176 62 0 153 248 829 4:45 PM 0 0 0 170 1 47 0 153 50 0 177 254 852 5:00 PM 0 0 0 136 1 51 0 222 59 0 189 255 913 5:15 PM 0 0 0 156 1 47 0 190 64 0 216 284 958 5:30 PM 0 0 0 144 0 44 0 170 73 0 210 289 930 5:45 PM 0 0 0 130 0 47 0 176 38 0 159 247 797 6:00 PM 0 0 0 123 0 27 0 153 65 0 189 252 809 6:15 PM 0 0 0 118 1 44 1 165 40 0 174 197 740 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 0 0 1725 7 515 1 2021 684 0 2089 3007 10049 Approach %############76.77 0.31 22.92 0.04 74.69 25.28 0.00 40.99 59.01 App/Depart 0 /3008 2247 /691 2706 /3746 5096 /2604 445 PM PEAK Volumes 0 0 0 606 3 189 0 735 246 0 792 1082 3653 Approach %############75.94 0.38 23.68 0.00 74.92 25.08 0.00 42.26 57.74 PEAK HR. FACTOR:0.953 COMMENT 2:0 0.915 0.873 CONTROL:Signal COMMENT 1:0 Palomar Airport Rd WEDNESDAY 12-1148-046 0 Carlsbad PM Peak Hr Begins at: 0.937 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.000 I-5 SB Ramps 08/01/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 2 0 0 0 1 3 0 0 3 2 6:00 AM 6:15 AM 6:30 AM 27 0 173 0 0 0 17 140 0 0 128 65 550 6:45 AM 23 0 267 0 0 0 6 190 0 0 148 87 721 7:00 AM 17 0 229 0 0 0 11 148 0 0 140 95 640 7:15 AM 18 0 259 0 0 0 15 254 0 0 134 85 765 7:30 AM 41 0 362 0 0 0 18 251 0 0 161 89 922 7:45 AM 47 0 379 0 0 0 17 302 0 0 139 106 990 8:00 AM 40 1 299 0 0 0 13 287 0 0 175 111 926 8:15 AM 39 0 344 0 0 0 23 220 0 0 163 99 888 8:30 AM 38 0 271 0 0 0 18 243 0 0 159 114 843 8:45 AM 36 0 287 0 0 0 13 236 0 0 154 97 823 9:00 AM 24 1 243 0 0 0 21 234 0 0 165 93 781 9:15 AM 30 0 268 0 0 0 22 232 0 0 178 77 807 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 380 2 3381 0 0 0 194 2737 0 0 1844 1118 9656 Approach %10.10 0.05 89.85 ############6.62 93.38 0.00 0.00 62.26 37.74 App/Depart 3763 /1314 0 /0 2931 /6118 2962 /2224 730 AM PEAK Volumes 167 1 1384 0 0 0 71 1060 0 0 638 405 3726 Approach %10.76 0.06 89.18 ############6.28 93.72 0.00 0.00 61.17 38.83 PEAK HR. FACTOR:0.941 COMMENT 1: COMMENT 2: CONTROL: 0.000 0.8860.911 Signal WEDNESDAY AM Peak Hr Begins at: 0.912 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 08/01/2012 CarlsbadI-5 NB Ramps Palomar Airport Rd 12-1148-047 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 2 0 0 0 1 3 0 0 3 2 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 21 0 169 0 0 0 40 247 0 0 402 187 1066 3:45 PM 33 2 198 0 0 0 36 217 0 0 319 181 986 4:00 PM 24 0 154 0 0 0 41 248 0 0 376 176 1019 4:15 PM 41 0 141 0 0 0 41 238 0 0 375 201 1037 4:30 PM 22 0 153 0 0 0 68 246 0 0 389 205 1083 4:45 PM 28 0 144 0 0 0 37 255 0 0 330 163 957 5:00 PM 41 2 157 0 0 0 65 248 0 0 383 184 1080 5:15 PM 17 1 161 0 0 0 43 266 0 0 480 209 1177 5:30 PM 40 1 138 0 0 0 39 253 0 0 390 187 1048 5:45 PM 31 0 134 0 0 0 43 237 0 0 379 144 968 6:00 PM 32 0 171 0 0 0 45 189 0 0 414 184 1035 6:15 PM 32 2 150 0 0 0 37 205 0 0 355 184 965 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 362 8 1870 0 0 0 535 2849 0 0 4592 2205 12421 Approach %16.16 0.36 83.48 ############15.81 84.19 0.00 0.00 67.56 32.44 App/Depart 2240 /2748 0 /0 3384 /4719 6797 /4954 430 PM PEAK Volumes 108 3 615 0 0 0 213 1015 0 0 1582 761 4297 Approach %14.88 0.41 84.71 ############17.35 82.65 0.00 0.00 67.52 32.48 PEAK HR. FACTOR:0.913 COMMENT 2:0 0.000 0.978 CONTROL:Signal COMMENT 1:0 Palomar Airport Rd WEDNESDAY 12-1148-047 0 Carlsbad PM Peak Hr Begins at: 0.850 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.908 I-5 NB Ramps 08/01/2012 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 1.5 0.5 1 0 2 0 1 2 0 6:00 AM 6:15 AM 6:30 AM 0 0 0 36 1 24 0 43 32 167 46 0 349 6:45 AM 0 0 0 55 0 41 0 64 24 193 84 0 461 7:00 AM 0 0 0 47 0 22 0 75 34 207 80 0 465 7:15 AM 0 0 0 53 0 30 0 69 42 196 78 0 468 7:30 AM 0 0 0 103 1 49 0 115 31 178 92 0 569 7:45 AM 0 0 0 75 0 41 0 123 26 172 83 0 520 8:00 AM 0 0 0 74 0 40 0 106 30 162 86 0 498 8:15 AM 0 0 0 85 0 41 0 108 38 186 104 0 562 8:30 AM 0 0 0 76 0 24 0 119 36 177 108 0 540 8:45 AM 0 0 0 80 0 40 0 127 31 164 90 0 532 9:00 AM 0 0 0 77 0 30 0 97 35 145 91 0 475 9:15 AM 0 0 0 62 0 21 0 101 26 131 118 0 459 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 0 0 823 2 403 0 1147 385 2078 1060 0 5898 Approach %############67.02 0.16 32.82 0.00 74.87 25.13 66.22 33.78 0.00 App/Depart 0 /0 1228 /2465 1532 /1970 3138 /1463 730 AM PEAK Volumes 0 0 0 337 1 171 0 452 125 698 365 0 2149 Approach %############66.21 0.20 33.60 0.00 78.34 21.66 65.66 34.34 0.00 PEAK HR. FACTOR:0.944 08/07/2012 CarlsbadI-5 SB Ramps La Costa Ave 12-1148-048 Signal TUESDAY AM Peak Hr Begins at: 0.916 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.832 0.9680.000 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 1.5 0.5 1 0 2 0 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 0 0 0 97 0 46 0 149 31 135 125 0 583 3:45 PM 0 0 0 103 0 32 0 150 25 113 118 0 541 4:00 PM 0 0 0 102 2 44 0 143 31 128 76 0 526 4:15 PM 0 0 0 117 0 52 0 155 30 134 104 0 592 4:30 PM 0 0 0 103 0 37 0 159 22 145 101 0 567 4:45 PM 0 0 0 91 1 36 0 141 26 152 139 0 586 5:00 PM 0 0 0 114 1 41 0 156 26 156 122 0 616 5:15 PM 0 0 0 108 0 44 0 169 25 166 154 0 666 5:30 PM 0 0 0 123 0 43 0 152 25 152 115 0 610 5:45 PM 0 0 0 104 0 34 0 125 22 173 105 0 563 6:00 PM 0 0 0 104 0 22 0 110 26 135 135 0 532 6:15 PM 0 0 0 106 0 45 0 113 18 137 104 0 523 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 0 0 0 1272 4 476 0 1722 307 1726 1398 0 6905 Approach %############72.60 0.23 27.17 0.00 84.87 15.13 55.25 44.75 0.00 App/Depart 0 /0 1752 /2037 2029 /2994 3124 /1874 445 PM PEAK Volumes 0 0 0 436 2 164 0 618 102 626 530 0 2478 Approach %############72.43 0.33 27.24 0.00 85.83 14.17 54.15 45.85 0.00 PEAK HR. FACTOR:0.930 Carlsbad PM Peak Hr Begins at: 0.903 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.000 I-5 SB Ramps 08/07/2012 La Costa Ave TUESDAY 12-1148-048 0 COMMENT 2:0 0.907 0.928 CONTROL:Signal COMMENT 1:0 Intersection Turning Movement Prepared by: N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 2 0 0 0 1 2 0 0 3 1 6:00 AM 6:15 AM 6:30 AM 17 0 100 0 0 0 21 58 0 0 236 68 500 6:45 AM 28 0 118 0 0 0 40 79 0 0 248 76 589 7:00 AM 16 0 113 0 0 0 46 83 0 0 268 95 621 7:15 AM 30 0 124 0 0 0 48 80 0 0 252 88 622 7:30 AM 44 1 138 0 0 0 48 169 0 0 257 114 771 7:45 AM 35 0 169 0 0 0 54 145 0 0 239 119 761 8:00 AM 21 0 121 0 0 0 66 118 0 0 214 89 629 8:15 AM 31 1 148 0 0 0 43 149 0 0 270 102 744 8:30 AM 39 0 139 0 0 0 95 101 0 0 257 100 731 8:45 AM 38 0 136 0 0 0 90 119 0 0 230 108 721 9:00 AM 40 0 125 0 0 0 53 127 0 0 200 99 644 9:15 AM 42 0 140 0 0 0 61 108 0 0 194 85 630 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 381 2 1571 0 0 0 665 1336 0 0 2865 1143 7963 Approach %19.50 0.10 80.40 ############33.23 66.77 0.00 0.00 71.48 28.52 App/Depart 1954 /1810 0 /0 2001 /2907 4008 /3246 730 AM PEAK Volumes 131 2 576 0 0 0 211 581 0 0 980 424 2905 Approach %18.48 0.28 81.24 ############26.64 73.36 0.00 0.00 69.80 30.20 PEAK HR. FACTOR:0.942 08/07/2012 CarlsbadI-5 NB Ramps La Costa Ave 12-1148-049 Signal TUESDAY AM Peak Hr Begins at: 0.944 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND COMMENT 1: COMMENT 2: CONTROL: 0.000 0.9120.869 Intersection Turning Movement N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 2 0 0 0 1 2 0 0 3 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 38 0 129 0 0 0 47 207 0 0 213 79 713 3:45 PM 39 0 157 0 0 0 57 200 0 0 195 101 749 4:00 PM 25 1 158 0 0 0 69 185 0 0 187 92 717 4:15 PM 43 0 160 0 0 0 72 207 0 0 200 103 785 4:30 PM 35 0 192 0 0 0 96 172 0 0 216 126 837 4:45 PM 51 2 204 0 0 0 87 154 3 0 249 84 834 5:00 PM 34 0 175 0 0 0 74 200 0 0 238 105 826 5:15 PM 38 1 179 0 0 0 153 172 0 0 289 112 944 5:30 PM 35 1 201 0 0 0 59 226 0 0 239 108 869 5:45 PM 45 0 225 0 0 0 71 156 0 0 240 98 835 6:00 PM 39 0 203 0 0 0 75 145 0 0 228 67 757 6:15 PM 20 0 202 0 0 0 149 78 0 0 227 84 760 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Volumes 442 5 2185 0 0 0 1009 2102 3 0 2721 1159 9626 Approach %16.79 0.19 83.02 ############32.40 67.50 0.10 0.00 70.13 29.87 App/Depart 2632 /2173 0 /3 3114 /4287 3880 /3163 500 PM PEAK Volumes 152 2 780 0 0 0 357 754 0 0 1006 423 3474 Approach %16.27 0.21 83.51 ############32.13 67.87 0.00 0.00 70.40 29.60 PEAK HR. FACTOR:0.920 Carlsbad PM Peak Hr Begins at: 0.891 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.865 I-5 NB Ramps 08/07/2012 La Costa Ave TUESDAY 12-1148-049 0 COMMENT 2:0 0.000 0.855 CONTROL:Signal COMMENT 1:0