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Home My WebLink About; ; Traffic Monitoring Program; 2017-01-20 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 ........................................................................ 10 4. Mid-Block Pedestrian and Bicycle Counts ............................................................... 22 5. Conclusions ............................................................................................................... 26 List of Figures 1-1 Project Location Map ..................................................................................................... 2 2-1 Mid-Block Roadway Segments Levels of Service ........................................................... 7 3-1 Intersection Location Map ............................................................................................ 11 3-2 AM Peak Hour – Intersection Levels of Service ............................................................ 20 3-3 PM Peak Hour – Intersection Levels of Service ............................................................ 21 4-1 Mid-Block Pedestrian and Bicycle Count Locations ...................................................... 23 List of Tables 2-1 Mid-Block Roadway Segments Levels of Service Analysis Summary............................. 8 3-1 Intersection Capacity Utilization (ICU) Analysis Summary ............................................ 18 4-1 Summary of Mid-Block Pedestrian and Bicycle Counts ................................................ 24 Appendices Appendix A – Mid-Block Roadway Segment Summary Appendix B – Intersection Summary Appendix C – Mid-Block Pedestrian and Bicycle Counts Summary 1 1. INTRODUCTION PROJECT OVERVIEW Cities around the nation have developed Growth Management Plans in an effort to manage growth within their cities. An important component of a Growth Management Plan is a Traffic Monitoring Program, which includes the collection and analysis of data on critical mid-block roadway segments and at major intersections throughout the city. Typically, Traffic Monitoring Programs include the collection of data for average daily traffic volumes recorded at mid-block locations, and peak hour turning movement counts at major signalized and unsignalized intersections. The field data is then reduced to the morning and afternoon peak hours, and level of service (LOS) 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. This is the last year that staff will be using the analysis methods that have historically been used to monitor traffic in the City of Carlsbad. The General Plan Update Mobility Element calls for future monitoring to be consistent with the latest version of the Highway Capacity Manual (HCM). This means that the current methods, which are not consistent with the latest version of the HCM, can no longer be used. For the last 28 years, the City of Carlsbad has monitored traffic patterns throughout the City. This 2016 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 2015 during the summer months, which provides a basis for comparison. The City of Carlsbad is a coastal community located in Southern California, 35 miles north of San Diego, and the current population is approximately 113,500 (www.census.gov). 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. 2 3 ANNUAL REPORT ORGANIZATION Field Data Services of Arizona collected traffic counts during the Summer of 2016 at requested mid-block roadway segment locations and intersections within the City of Carlsbad. For the second time since data collection efforts began in 1989 for the annual Traffic Monitoring Program, traffic counts were also collected in mid-September 2016 at three (3) mid-block locations and ten (10) intersections where school-related traffic is expected to have the greatest effect on traffic patterns and operations. The results of this data collection are provided in the appendix following this report. As mentioned previously, a total of twenty-seven (27) mid-block roadway segment count locations were identified by the City of Carlsbad. Average daily traffic (ADT) volume data was collected for a 48-hour period at each location. Michael Baker International coordinated the placement of the counters with City staff and later reviewed the ADT volumes to ensure accuracy and consistency with the prior year’s data. Roadway segment analyses were performed for the critical peak hours. The results of the mid-block roadway segment analysis for the 2016 count period are contained in Chapter 2. Although mid-block roadway segment operations are more critical in rural areas, in urban settings intersection operations are a more critical factor of roadway operations. Therefore, the City of Carlsbad identified forty-nine (49) key intersections to be analyzed. AM (6:30 to 9:30 AM) and PM (3:30 to 6:30 PM) peak period turn movement volumes were collected at each intersection. The data was reduced to the AM and PM peak hours to identify the peak turn movement volumes and approach delays. This data was then analyzed using the Intersection Capacity Utilization (ICU) method for signalized intersections. The results of the intersection data collection and analysis are provided in Chapter 3. This 2016 Annual Report of the City of Carlsbad’s Traffic Monitoring Program represents the fifth year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were selected by City staff where pedestrian and bicycle activities are among the highest in the City. The results of the mid-block pedestrian and bicycle data collection are contained in Chapter 4. Critical analysis findings and conclusions are provided in Chapter 5. Chapter 5 also includes operational issues, suggestions for potential improvements at critical locations, and recommendations for future traffic monitoring activities. 4 2. MID-BLOCK ROADWAY SEGMENT COUNTS Mid-block roadway segment counts were collected at twenty-seven (27) locations throughout the City of Carlsbad and are shown in Figure 2-1. The roadway segment counts were collected using mechanical tube counters that were placed and monitored for two consecutive days (48-hours). From the 48-hour counts, the average daily traffic (ADT) volumes were determined, and these ADT volumes for the 2016 count period are summarized in Appendix A following this report. The City of Carlsbad uses a one-direction maximum capacity of 1,800 vehicles per lane, per hour, in the peak period. Mid-block roadway segment operations were determined based on the maximum one-direction lane volume to capacity ratio. The mid-block roadway segment Level of Service (LOS) ranges are based on the maximum one- direction lane volume to capacity ratios, which correlate as follows: Ratio LOS 0.0 – 0.60 A 0.61 – 0.70 B 0.71 – 0.80 C 0.81 – 0.90 D 0.91 – 1.00 E Greater than 1.00 F Figure 2-1 illustrates the 2016 mid-block roadway segment levels of service during the peak hour. Table 2-1 summarizes the 2016 mid-block roadway segment analysis and Table 2-2 compares this analysis with data from the previous ten years of data collection (2007-2016). It should be noted that segments have been added and removed throughout the history of the monitoring program, therefore some data may not be available along select segments. The results of the mid-block roadway segment analysis showed that all locations operate at LOS A, B, or C based on the 2016 counts. No locations were identified as operating at LOS D, E or F. The City of Carlsbad considers LOS C or better acceptable for mid-block operations during the AM and PM peak hours. Peak hour operations at LOS D, E, or F are considered deficient. The results of the 2016 analysis show the following changes in traffic patterns along the City’s arterials from the previous year: · Palomar Airport Road: overall increase of 6% · El Camino Real: overall increase 1.5% · Melrose Drive: increase of 4% (only one segment counted) · Carlsbad Boulevard: overall increase of 11% · La Costa Avenue: overall decrease of 2.0% · Rancho Santa Fe Road: decrease of less than 0.5% (only one segment counted) · Poinsettia Lane: increase of 3% (only one segment counted) · Tamarack Avenue: increase of 20% (only one segment counted) · Cannon Road: overall increase of 7% · College Boulevard: overall increase of 1.5% · Alga Road: increase of 9% (only one segment counted) 5 The results of the 2016 counts show that there has been a moderate overall increase in traffic from last year’s count program, with a total of sixteen (16) mid-block locations showing an increase in ADT. Citywide, the overall change in traffic volumes along the arterials included in the 2016 count program was an increase of seven and a half percent (7.5%) from the previous year. The increases in traffic from last year’s counts ranged from less than one percent (1%) to twenty- four percent (24%) with one segment seeing an increase of traffic of over 50 percent (50%). This segment is believed to be an outlier due to construction (see discussion below). The largest increases in ADT from last year’s counts occurred at the following mid-block locations: · Palomar Airport Road from Melrose Drive to Paseo Valindo (#4): increase of 20% · Carlsbad Boulevard from Cannon Road to Cerezo Drive (#15): increase of 24% · Tamarack Avenue from El Camino Real to La Portalada Drive (#22): increase of 20% · Cannon Road from Hilltop Street to College Boulevard (#24): increase of 52% Out of the twenty-seven (27) mid-block locations that were analyzed in the previous year, six (6) locations experienced a decrease in ADT from the previous 2015 counts. The decreases ranged from less than one percent (1%) to five percent (5%), with an average decrease of three percent (3%) at these six locations. The largest decreases in ADT from last year’s counts occurred at the following mid-block locations: · La Costa Avenue from Piraeus Street to Saxony Road (#18): decrease of 5% · El Camino Real from Jackspar Drive to College Boulevard (#7): decrease of 4.5% As discussed on page 3 of this report, traffic counts were collected during mid-September 2016 at a total of three (3) mid-block locations to determine the potential changes in traffic while local schools are in session. The September counts were collected at the following three (3) mid-block locations: · El Camino Real, from Tamarack Avenue to Kelly Drive (#6); · Tamarack Avenue, from El Camino Real to La Portalada Drive (#22); and · Cannon Road, from Hilltop Street to College Boulevard (#24). Each of these locations saw in increase in ADT from last year’s counts. El Camino Real saw an increase in ADT of 3%, Tamarack Avenue saw an increase of 20% and Cannon Road saw an increase of 52%. The increase in ADT along Cannon Road may be a result of construction on El Camino Real as discussed below. There have been three roadway construction projects that may have contributed to some of the changes in ADT from the previous year’s count program. The first project is the widening of El Camino Real between Chestnut Drive and Tamarack Avenue, which is a City-funded Capital Improvements Program project. Initial estimates projected the construction to be complete by spring 2016, however several geological, drainage and ground water challenges, as well as the discovery of cultural resources on the construction site delayed the project significantly. Construction was finally completed in October 2016. The segment of El Camino Real currently under construction between Chestnut Drive and Tamarack Avenue was reduced to two lanes 6 without bike lanes in the southbound direction and one lane without bike lanes in the northbound direction at the time the counts were collected. The second project is the widening of El Camino Real between Tamarack Avenue and Cannon Road, which is a developer-funded project currently under construction in conjunction with the development of the Robertson Ranch project. The construction on this segment of El Camino Real was also reduced to two lanes without bike lanes in the southbound direction and one lane without bike lanes in the northbound direction at the time counts were collected. The El Camino Real widening project between Tamarack Avenue and Cannon Road is expected to be completed in early 2017. The third construction project is the Avenida Encinas Sewer Improvement Project which began in January 2016 and is expected to be completed in 2018. The project includes the installation of approximately 2 miles of new pipeline that will carry wastewater from the north shore of Agua Hedionda Lagoon to the Encinas Water Pollution Control Facility located on Avenida Encinas. Construction consisted of the laying of 54 inch diameter pipeline beneath Avenida Encinas using a combination of open trench construction as well as underground tunneling. During the summer of 2016, long term lane closures were in effect along Avenida Encinas that reduced the roadway to one lane in each direction of travel along various segments between Cannon Road and the Encinas Wastewater Authority. At certain times during construction, there was an approximately 3 week period of time where Avenida Encinas directly adjacent to the Encinas Wastewater Authority was completely closed to through traffic from both directions and drivers were required to U-turn and seek alternate routes. Although these construction projects have implemented long-term lane closures along several roadway segments, overall daily traffic volumes in the vicinity of these projects do not appear to have change significantly from the counts collected for last year’s TMP with the exception of Cannon Road between Hilltop Street and College Boulevard. As discussed previously, this segment of Cannon Road saw an increase of daily traffic of approximately 52%. This is most likely attributed to drivers seeking an alternative route north to avoid construction on El Camino Real. Upon completion of the construction along El Camino Real, it is possible this increase in traffic will be redistributed along El Camino Real and reflect a more consistent growth of traffic. Although the mid-block roadway segment analysis can accurately assess the capacity of the through lanes in one direction of travel, overall traffic conditions in urban and suburban settings are influenced more by the operations of major intersections. The results of the 2016 intersection level of service operations analysis are provided in Chapter 3 of this report. 7 8 Table 2-1 City of Carlsbad Mid-Block Roadway Segment LOS Analysis Summary ADT Peak LOS2 1 Palomar Airport Rd. Paseo Del Norte to Armada Dr.54,870 A 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real 38,882 A 3 Palomar Airport Rd. El Camino Real to Loker Ave 55,192 A 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo 37,152 A 5 El Camino Real Plaza Dr to Marron Rd 31,098 A 6 El Camino Real3 Tamarack Ave. to Kelly Dr.28,072 A 7 El Camino Real Jackspar Dr. to College Blvd.35,892 A 8 El Camino Real Faraday Ave. to Palomar Airport Rd.35,509 A 9 El Camino Real Arenal Rd. to Costa Del Mar Rd.53,804 B 10 El Camino Real Levante St. to Calle Barcelona 37,773 A 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd.31,512 A 12 Carlsbad Blvd State St. to Mountain View Dr.14,148 A 13 Carlsbad Blvd Acacia Ave. to Cherry Ave.19,755 A 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro 23,834 A 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr.20,704 A 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln.18,033 A 17 Carlsbad Blvd Avenida Encinas to La Costa Ave.19,635 A 18 La Costa Ave Piraeus St to Saxony Rd.39,539 A 19 La Costa Ave Romeria St. to Cadencia St.12,248 A 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd.29,389 A 21 Poinsettia Ln. Paseo Del Norte to Batiquitos Dr.26,873 A 22 Tamarack Ave3 El Camino Real to La Portalada Dr.8,892 A 23 Cannon Rd. Paseo Del Norte to Car Country Dr.26,504 A 24 Cannon Rd.3 Hilltop St. to College Blvd.28,578 C 25 College Blvd. City Limits N to Tamarack Ave.28,155 A 26 College Blvd. Aston Ave. to Palomar Airport Rd.14,237 A 27 Alga Rd Corinthia St. to El Fuerte St.11,516 A 3Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts Segment Summer 20161 1All counts were collected during the summer months (July and August) except for the three (3) locations that were collected in mid-September 2Roadway segment levels of service (LOS) are based on peak hour operating conditions. For detailed peak hour analysis, refer to Table A-2 in Appendix A of this report. Note: Locations shaded in gray are segments near schools and were collected mid-September 2015 & 2016 at the direction of City Staff Location Number Segment Location 9 Table 2-2 City of Carlsbad Mid-Block Roadway Segment LOS Analysis Summary ADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOS1 Palomar Airport Rd. Paseo Del Norte to Armada Dr. 53,175 A 49,570 A 48,758 A 48,490 A 48,249 A 48,626 A 52,555 A 52,779 A55,501A54,870A2Palomar Airport Rd. Yarrow Dr. to El Camino Real 33,820 A 33,523 A 30,786 A 34,030 A 33,440 A 35,154 A 34,017 A 37,900 A38,433A38,882A3Palomar Airport Rd. El Camino Real to Loker Ave 52,739 A 43,920 A 44,742 A 45,080 A 45,902 A 52,786 A 48,560 A 50,651 A50,445A55,192A4Palomar Airport Rd. Melrose Dr. to Paseo Valindo 36,290 A 33,875 A 30,267 A 32,769 A 32,678 A 31,880 A 31,469 A 32,566 A30,912A37,152A5El Camino RealPlaza Dr to Marron Rd31,375 A 26,713 A 26,401 A 26,406 A 27,806 A 29,245 A 29,355 A 30,288 A30,056A31,098A6El Camino Real3Tamarack Ave. to Kelly Dr. 25,509 A 23,717 A 22,817 A 23,540 A 25,036 A 22,514 A 25,198 A 26,430 A27,150A28,072A7El Camino Real Jackspar Dr. to College Blvd. ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 32,393 B 34,869 B 38,195 B37,541B35,892A8El Camino Real Faraday Ave. to Palomar Airport Rd. 38,417 A 37,735 A 27,205 A 36,200 A 36,281 A 30,477 A 31,739 A 34,867 A34,378A35,509A9El Camino Real Arenal Rd. to Costa Del Mar Rd. 50,905 C 43,213 A 44,112 A 46,203 A 47,151 B 49,760 B 49,299 B 51,393 B51,499B53,804B10El Camino Real Levante St. to Calle Barcelona 39,667 A 31,275 A 31,399 A 32,042 A 33,507 A 35,782 A 35,434 A 36,495 A37,873A37,773A11Melrose Dr. Lionshead Ave. to Palomar Airport Rd. 25,995 A 22,637 A 22,794 A 22,887 A 23,830 A 25,387 A 27,253 A 27,857 A30,378A31,512A12Carlsbad Blvd State St. to Mountain View Dr. 13,985 A 12,065 A 13,334 A 12,884 A 13,320 A 13,743 A 14,791 A 13,156 A12,991A14,148A13Carlsbad BlvdAcacia Ave. to Cherry Ave.---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 17,653 A 19,001 A 18,668 A18,011A19,755A14Carlsbad Blvd Tamarack Ave. to Tierra Del Oro ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 19,224 A 17,319 A 17,396 A20,894A23,834A15Carlsbad BlvdCannon Rd. to Cerezo Dr. 18,163 A 15,485 A 16,378 A 16,882 A 16,565 A 16,128 A 16,755 A 17,714 A16,668A20,704A16Carlsbad Blvd Breakwater Rd. to Poinsettia Ln. 16,114 A 12,949 A 14,294 A 13,668 A 12,936 A 13,656 A 15,193 A 16,289 A16,539A18,033A17Carlsbad Blvd Avenida Encinas to La Costa Ave. 19,474 A 17,905 A 18,246 A 17,242 A 16,214 A 16,089 A 17,943 A 19,888 A19,167A19,635A18La Costa AvePiraeus St to Saxony Rd. 33,245 A 32,254 A 33,475 A 32,767 A 33,742 A 35,371 A 38,373 A 37,795 A38,415A39,539A19La Costa AveRomeria St. to Cadencia St. 12,492 A 11,819 A 12,370 A 12,190 A 12,196 A 12,043 A 12,087 A 12,266 A12,861A12,248A20Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd. 34,674 A 31,222 A 25,313 A 28,786 A 27,187 A 30,793 A 28,979 A 28,959 A29,512A29,389A21Poinsettia Ln. Paseo Del Norte to Batiquitos Dr. 26,623 A 24,650 A 25,837 A 25,315 A 24,353 A 24,801 A 25,075 A 25,071 A26,174A26,873A22Tamarack3El Camino Real to La Portalada Dr. 8,453 A 8,428 A 7,906 A 8,808 A 8,663 A 7,905 A 7,705 A 7,669 A7,390A8,892A23Cannon Rd. Paseo Del Norte to Car Country Dr. 22,778 A 21,709 A 23,284 A 24,370 A 25,717 A 25,420 A 26,399 A 23,460 A24,702A26,504A24Cannon Rd.3Hilltop St. to College Blvd. 19,396 D 16,586 B 16,553 A 17,793 A 17,462 A 17,764 A 18,561 A 19,281 A18,814A17,773C25College Blvd. City Limits N to Tamarack Ave. 25,690 A 23,740 A 24,475 A 23,112 A 24,815 A 24,670 A 25,769 A 26,275 A26,830A28,155A26College Blvd. Aston Ave. to Palomar Airport Rd. 13,718 A 13,810 A 13,992 A 13,873 A 13,635 A 13,806 A 13,744 A 14,710 A14,762A14,237A27Alga RdCorinthia St. to El Fuerte St. 11,482 A 10,632 A 10,216 A 10,844 A 10,856 A 10,454 A 10,299 A 10,415 A10,538A11,516ANote: Locations shaded in gray are segments near schools and were collected mid-September 2015 & 2016 at the direction of City Staff.1All counts were collected during the summer months (July and August) except for the three (3) locations that were collected in mid-September.2Roadway segment levels of service (LOS) are based on peak hour operating conditions. For detailed peak hour analysis, refer to Table A-2 in Appendix A of this report.3Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impactsSummer 2014Summer 20151Summer 20161Summer 2007 Summer 2008 Summer 2009 Summer 2010Location NumberSegmentSegment LocationSummer 2011 Summer 2012 Summer 2013 10 3. INTERSECTION TURN MOVEMENT COUNTS Intersection turn movement counts were collected in 2016 at forty-nine (49) major intersections around the City. The locations of the intersections included in the 2016 Traffic Monitoring Program (TMP) Report are shown graphically in Figure 3-1. The turn movement counts were conducted during the AM peak period (6:30 to 9:30 AM) and the PM peak period (3:30 to 6:30 PM). The data from each three-hour period was divided into fifteen-minute periods to accurately identify the peak hour that occurs within the AM and PM peak periods. The counts were collected mid-week on a Tuesday, Wednesday or Thursday. The intersection turning movement count data is provided in Appendix B following this report. During the count period, Michael Baker International staff monitored traffic conditions and noted locations where capacity or signal timing resulted in queues or operational deficiencies that may not be readily obvious using the ICU methodology. Field observations of peak period traffic conditions are described in detail later in this chapter. The forty-nine (49) intersections were analyzed using the ICU methodology using calculation worksheets developed in an Excel spreadsheet. The count data was provided in Excel format, and imported directly into the ICU calculation worksheets. The peak hour volumes, peak hour factors, and ICU calculations are included in the worksheets for the forty-nine (49) intersections evaluated in the 2016 Report. The ICU calculations performed assumed the following lane group capacities: Lane Group Capacity Thru Lanes 2,000 vehicles per hour per lane Turn Lanes 1,800 vehicles per hour per lane Dual Turn Lanes 1,800 vehicles per hour per lane The ICU methodology reports level of service (LOS) based on volume-to-capacity ratios ranging from 0.0 to 1.0: Ratio LOS 0.0 – 0.60 A 0.61 – 0.70 B 0.71 – 0.80 C 0.81 – 0.90 D 0.91 – 1.00 E Greater than 1.00 F One of the limitations of the ICU methodology is that it does not account for closely spaced signalized intersections where traffic volumes are heavy and queues spill back to adjacent intersections. The ICU methodology assumes that each intersection operates in isolation of other intersections; therefore, signal coordination, progression of through traffic, and queue spillback are not accounted for in the analysis. Using the ICU methodology at closely spaced intersections with heavy peak hour traffic may result in calculated levels of service that are better than what actually occurs at these intersections during the peak hours. 11 12 Since last year’s data collection effort, the City has implemented modifications and improvements at the following intersections evaluated in the 2016 TMP: El Camino Real and Faraday Avenue (#7) · Eastbound approach: When the pipeline construction along Faraday Avenue through the intersection was completed in 2015, the desalination project incorrectly restriped the eastbound approach of El Camino Real and Faraday Avenue that converted the original through/right-turn lane to a dedicated through lane. The City originally requested that the desalination project restripe the eastbound approach to its original, pre-construction lane configuration with one left-turn lane, one through lane, one share through/right lane, and one right-turn lane. The City rescinded this request and instead opted to keep the eastbound post-construction configuration and restripe this approach to add a bike lane. The current configuration at the eastbound approach is one left-turn lane, two through lanes and one right-turn lane with a bike lane. Cannon Road and Faraday Avenue (#39) Upon completion of the pipeline construction through the intersection of Cannon Road and Faraday Avenue in 2015, this intersection was open to its full configuration. The final configuration of this intersection is as follows: · Northbound Approach: The dedicated left turn lane was reopened to traffic. The new configuration at the northbound approach is one left-turn lane and one shared left/through/right-turn lane. · Southbound Approach: The southbound approach remains unchanged with one shared left/through/right-turn lane. · Eastbound Approach: The eastbound approach was restriped to convert the dedicated right turn lane to a shared through/right lane. The new configuration at the eastbound approach is one left-turn lane, one through lane, and one shared through/right-lane. · Westbound Approach: The additional through lane was reopened to traffic. The new configuration at the westbound approach is one left-turn lane, one through-lane, and one shared through/right-lane. The above-listed intersection modifications and improvements resulted in the following changes in operations since last year’s TMP: El Camino Real and Faraday Avenue (#7) At the intersection of El Camino Real and Faraday Avenue, from 2014 to 2015 there was a 0.08 increase in the ICU ratio during the PM peak hour, and level of service changed from LOS C to LOS D. The restriping at the eastbound approach reduced the capacity of the right- turn movement, which resulted in the PM peak hour increase in the ICU ratio and change in LOS from C to D. However, by the time counts were obtained for the 2016 TMP, the ICU ratio decreased by -0.09 back to LOS C in PM peak hour. It should be noted that volumes in the eastbound movement increased by approximately 25% for the left-turn, and decreased by approximately 4% for the through movement and 8% for the right-turn movement. This slight decrease in the right turn volumes resulted in a slightly lower ICU ratio compared to the 2015 TMP. 13 As described previously, the desalination project incorrectly restriped the eastbound approach when the pipeline construction through the intersection was completed. The City has decided to retain this configuration and include a bike lane instead of restriping to pre-construction conditions. Cannon Road and Faraday Avenue (#39) At the intersection of Cannon Road and Faraday Avenue, from 2015 to 2016 there was a 0.30 decrease in the ICU ratio during the PM peak hour, and the level of service changed from LOS D to LOS A. The re-opening of all travel lanes increased the total capacity of the intersection, especially in the east and westbound through movements. The improved level of service can mainly be attributed to the additional through lanes in the east and west direction. As previously discussed, the El Camino Real widening project has resulted in on-going lane closures between Chestnut Drive and Cannon Road, which includes lane closures at the intersection of El Camino Real and Tamarack Avenue. Although construction did not result in any lane closures at the intersection of El Camino Real and Cannon Road at the time 2016 traffic counts were collected, ongoing construction resulted in a decrease in efficiency at this intersection. The operations of these two intersections during the time the 2016 traffic counts were collected are discussed below. El Camino Real and Tamarack Avenue (#4) At the intersection of El Camino Real and Tamarack Avenue, the southbound approach was reduced to one left-turn lane and one shared through/right-turn lane (temporary construction closed additional through lane). There was an overall 16% increase in traffic volumes in the AM peak hour and minimal change in the PM peak hour from 2015 to 2016. This, along with the reduced capacity due to lane closures resulted in an increase in the ICU ratio of 0.36 in the AM peak hour and 0.32 in the PM peak hour. This reduced the level of service from LOS B to LOS F in the AM peak hour and LOS B to LOS E in the PM peak hour at the time 2016 counts were conducted. El Camino Real and Cannon Road (#5) Although construction for the El Camino Real widening project did not result in any lane closures at El Camino Real / Cannon Road at the time 2016 traffic counts were collected, ongoing construction immediately adjacent to the intersection resulted in a decrease in efficiency at this intersection. As discussed on page 6, drivers most likely took alternative routes to avoid construction on El Camino Real. This is evident in the increase of volumes in the westbound left by approximately 25% in the AM peak hour as well as the increase of volumes in the northbound right movement by approximately 32% in the PM peak hour. These increase in volumes put additional strain on the intersection and decreased the overall level of service from a LOS C to LOS E in the PM peak hour in comparison to the 2015 TMP. Although the ICU calculations for the intersections of El Camino Real / Tamarack Avenue and El Camino Real / Cannon Road show a deficient level of service at the time the counts were conducted, this is expected to be a temporary reduction in operation during construction. As mentioned previously, construction is expected to be completed by early 2017. 14 The ultimate buildout configuration and the expected level of service for the intersection of El Camino Real and Tamarack Avenue is as follows: El Camino Real and Tamarack Avenue (#4) · Intersection Improvements: o Northbound Approach: One left turn lane, two through lanes, and one shared through/right turn lane o Southbound Approach: Two left turn lanes, three through lanes, and one right turn lane o Eastbound Approach: One left turn lane, one through lane, and one shared through/right turn lane o Westbound Approach: Two left turn lanes, and one shared through/right turn lane · Intersection Operations: o AM Peak Hour: ICU Ratio = 0.73 LOS C o PM Peak Hour: ICU Ratio = 0.51 LOS A As discussed on page 3 of this report, turning movement counts were collected during mid- September 2016 at a total of ten (10) intersections to determine the potential changes in traffic operations while local schools are in session. The September counts were collected at the following ten (10) intersections: 1) El Camino Real and Tamarack Avenue (#4); 2) El Camino Real and Cannon Road (#5); 3) El Camino Real and Calle Barcelona (#13); 4) Rancho Santa Fe Road and La Costa Avenue (#27); 5) Rancho Santa Fe Road and Calle Barcelona (#28); 6) Rancho Santa Fe Road and Olivenhain Road-Camino Alvaro (#29); 7) Poinsettia Lane and Aviara Parkway (#32); 8) Melrose Drive and Alga Road (#35); 9) I-5 Southbound Ramps and Tamarack Avenue (#44); and 10) I-5 Northbound Ramps and Tamarack Avenue (#45). Field observations of the intersections evaluated in the 2016 TMP revealed that closely spaced intersections near freeway interchanges experience the highest occurrences of vehicular queue spillbacks into adjacent intersections. Arterials observed to experience the greatest congestion through closely spaced intersections are El Camino Real between SR-78 and Marron Road, Carlsbad Village Drive between Harding Street and Pio Pico Drive, Cannon Road between I-5 and Car Country Drive, and Palomar Airport Road between Avenida Encinas and Armada Drive. The ICU calculations for these intersections in the vicinity of freeway interchanges at I-5 and at SR-78 may be reporting a better level of service than what actually occurs during the morning and afternoon peak traffic periods. With the exception of the two intersections discussed above (El Camino Real / Tamarack Avenue, and El Camino Real / Cannon Road) , the following observations were made during the collection of intersection turning movement counts in Summer and September 2016: 15 · Overall the changes in the peak hour turning movement volumes and ICU ratios for the intersections have been slightly increased from 2015 to 2016. · The most significant increases in peak hour turning movement volumes and ICU ratios from 2015 to 2016 occurred at the College Boulevard / Faraday Avenue intersection during the AM peak hour, and at the I-5 Northbound Ramps / Cannon Road intersection during the PM peak hour. From 2015 to 2016, AM peak hour turning movements at the College Boulevard / Faraday Avenue intersection increased by approximately 61%, however it remained at LOS A. At the intersection of the I-5 Northbound Ramps / Cannon Road from 2015 to 2016, PM peak hour turning movements increased by 18% and changed from LOS A to LOS B. · The most significant decreases in peak hour turning movement volumes and ICU ratios from 2015 to 2016 occurred at the intersection of El Camino Real / Marron Drive during the AM peak hour, and at the intersection of Aviara Parkway / Poinsettia Lane during the PM peak hour. From 2015 to 2016, AM peak hour turning movement volumes at the El Camino Real / Marron Drive intersection decreased by approximately 18% and remained at LOS A. At the intersection of Aviara Parkway / Poinsettia Lane from 2015 to 2016, PM peak hour turning movement volumes have decreased by 16% and operations have remained at LOS B. · From 2015 to 2016, overall peak hour turning movement volumes have generally increased at intersections along Palomar Airport Road (east of El Camino Real), El Camino Real (south of Tamarack Avenue), and Rancho Santa Fe Road. · Overall peak hour turning movement volumes have decreased at intersections along Palomar Airport Road (west of El Camino Real), and El Camino Real (north of Carlsbad Village Drive). · As discussed previously, the heavy construction activity on El Camino Real has likely altered the normal flow of traffic through these corridors. The route diversion some drivers have taken may be the cause of increase in volumes at some locations and the decrease in volumes at others. Upon completion of the construction along El Camino Real, it is possible traffic will be redistributed along El Camino Real and reflect a more consistent growth. The ICU calculations and LOS for the previous 2011 through 2016 TMP Reports are summarized in Table 3-1. The ICU calculation worksheets are provided in Appendix B along with the intersection turning movement count data. Figure 3-2 and Figure 3-3 illustrate the intersection LOS for the AM and PM peak hours, respectively. The City of Carlsbad considers LOS D or better acceptable for intersection operations during the AM and PM peak hours, and peak hour operations at LOS E or F are considered deficient. The results of the ICU analysis for the 2016 Report showed 47 of the 49 intersections operate at acceptable levels of service. The two intersections that operate at deficient levels of service are the intersections of El Camino Real / Tamarack Avenue and El Camino Real / Cannon Road. These deficiencies are considered temporary since the intersections were under construction or 16 immediately adjacent to construction zones at the time of the 2016 TMP. Construction is estimated to be complete by early 2017. 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 have the potential to become deficient in the future as regional traffic volumes increase. Intersection operations for these intersections are described in greater detail in this TMP report, and it is recommended that the City monitor these locations closely over the next several years to identify potential operational deficiencies during the peak periods. The following three (3) intersections are currently operating at LOS D during either the AM or PM peak hours: Location # Intersection ICU LOS Period 8 El Camino Real & Palomar Airport Road 0.82 D PM peak 20 Palomar Airport Road & El Fuerte Street 0.84 D PM peak 21 Palomar Airport Road and Melrose Drive 0.90 D AM peak The following describes the 2016 peak period operations of the four (4) intersections that are operating at LOS D: El Camino Real and Palomar Airport Road (#8) The ICU calculations based on the 2016 counts show that the intersection of El Camino Real and Palomar Airport Road is operating at LOS D during the PM peak hour. From 2015 to 2016, PM peak period operations at this intersection have changed from a high LOS C to a low LOS D. Overall, PM peak hour turning movement volumes have increased by approximately 10% from 2015 to 2016 resulting in a 0.03 increase in the ICU ratio and a change in operations from LOS C to LOS D. Palomar Airport Road and El Fuerte Street (#20) The ICU calculations based on the 2016 counts show that the intersection of Palomar Airport Road and El Fuerte Street is operating at LOS D during the PM peak hour. From 2015 to 2016 PM peak hour operations at this intersection have changed from a mid C to a mid D. In contrast, PM peak hour operations from 2014 to 2015 slightly improved from a low D to a mid C. In addition, this intersection historically operate at a high C in the PM peak hour in 2012 and 2013 as shown in Table 3-1. From 2015 to 2016, the overall PM peak hour turn movement volumes increased by approximately 7% resulting in a 0.08 increase in the ICU ratio and a change in operations from LOS C to LOS D. Palomar Airport Road and Melrose Drive (#21) The ICU calculations based on the 2016 counts show that the intersection of Palomar Airport Road and Melrose Drive is operating at LOS D during the AM peak hour. From 2015-2016 AM peak hour operations at this intersection have changed from a high C to a high D. Historically, this intersection has operated at a high LOS D in 2012 and 2013, then saw an improvement to a high LOS C in 2014 and 2015. From 2015 to 2016 the overall 17 AM peak hour turn movement volumes increased by approximately 18% resulting in a 0.11 increase in the ICU ratio and a change in operations from LOS C to LOS D. From 2015 to 2016, operations at the following intersections have improved from LOS D to LOS C or better: · El Camino Real and Faraday Avenue (#7): PM peak hour · Cannon Road and Faraday Avenue (#39) PM peak hour In 2015, the intersections of El Camino Real and Faraday Avenue as well as Cannon Road and Faraday Avenue saw a decrease in operations due to the pipeline project. From 2015-2016, upon completion of the pipeline project, overall intersection capacity has increased resulting in improved operations at both of these locations. It should be noted that the 2016 operations at these intersections are consistent with the pre-construction (2014) operations before construction on the pipeline project began. See discussion on pages 12 and 13. 18 ICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOS1 El Camino Real & Plaza Dr.0.34 A 0.66 B 0.32 A 0.62 B 0.33 A0.63 B0.33 A0.64 B0.35 A 0.65 B 0.34 A 0.62 B2El Camino Real & Marron Dr. 0.34 A 0.53 A0.37 A 0.55 A 0.39 A 0.55 A 0.38 A 0.56 A0.43 A 0.57 A 0.37 A 0.57 A3 El Camino Real & Carlsbad Village Dr. 0.45 A 0.59 A 0.45 A 0.58 A 0.44 A 0.57 A 0.46 A 0.60 A0.48 A 0.58 A 0.45 A 0.62 B4 El Camino Real & Tamarack Ave. 0.64 B 0.59 A 0.66 B 0.53 A 0.68 B 0.63 B 0.69 B 0.61 B0.66(2)B(2)0.62(2)B(2)1.02(2)F(2)0.94(2)E(2)0.73 A 0.51 A5 El Camino Real & Cannon Rd. 0.61 B 0.80 C0.64 B 0.76 C 0.71 C0.81 D0.67 B0.81 D0.69 B 0.75 C 0.76(2)C(2)0.96(2)E(2)6 El Camino Real & College Blvd. 0.61 B 0.55 A 0.48 A 0.72 C 0.54 A 0.61 B 0.58 A 0.67 B0.54 A 0.61 B 0.52 A 0.61 B7 El Camino Real & Faraday Ave. 0.66 B 0.72 C 0.62 B 0.76 C 0.69 B 0.75 C 0.68 B 0.78 C0.64 B0.86 D0.70 B 0.77 C8 El Camino Real & Palomar Aiport Rd. 0.58 A 0.77 C 0.55 A 0.80 C 0.60 A0.81 D0.62 B 0.80 C0.60 A 0.79 C 0.64 B0.82 D9 El Camino Real & Cassia Rd. 0.64 B 0.61 B 0.62 B 0.64 B 0.59 A 0.65 B 0.63 B 0.70 B0.66 A 0.66 B 0.68 B 0.69 B10El Camino Real & Poinsettia Ln.0.39 A 0.56 A0.41 A 0.57 A 0.40 A 0.44 A 0.46 A 0.48 A0.40 A 0.50 A 0.44 A 0.50 A11 El Camino Real & Alga Rd./Aviara Pkwy. 0.63 B0.83 D0.64 B 0.74 C 0.62 B 0.72 C 0.61 B 0.70 B0.68 B 0.72 C 0.64 B 0.67 B12 El Camino Real & La Costa Ave. 0.78 C0.85 D0.67 B 0.68 B 0.69 B0.82 D0.73 C 0.79 C0.73 C 0.77 C 0.71 C 0.77 C13 El Camino Real & Calle Barcelona 0.48 A 0.61 B 0.52 A 0.62 B 0.52 A 0.61 B 0.55 A 0.61 B0.53 A 0.59 A 0.75 C 0.69 B14 Palomar Airport Rd. & Avenida Encinas 0.54 A 0.74 C 0.49 A 0.67 B 0.59 A0.81 D0.55 A 0.75 C0.53 A 0.76 C 0.55 A 0.73 C15 Palomar Airport Rd. & Paseo Del Norte 0.58 A 0.66 B 0.71 C 0.79 C 0.67 B 0.75 C 0.66 B 0.72 C0.64 B 0.71 C 0.65 B 0.69 B16 Palomar Airport Rd. & Armada Dr. 0.52 A 0.72 C 0.54 A 0.68 B 0.53 A 0.71 C 0.58 A 0.71 C0.64 B 0.75 C 0.61 B 0.70 B17Palomar Airport Rd. & College Blvd./Aviara Pkwy.0.59 A 0.76 C0.56A0.74 C 0.53 A 0.71 C 0.56 A 0.70 B 0.56 A 0.77 C 0.59 A 0.72 C18Palomar Airport Rd. & Yarrow Dr. 0.43A0.54 A0.43A0.63B0.48A0.62B0.52A0.68B0.45 A 0.64 B 0.49 A 0.67 B19 Palomar Airport Rd. & Loker Ave. (W) 0.66 B 0.69 B 0.74 C 0.71 C 0.68 B 0.68 B 0.72 C 0.66 B0.67 B 0.70 B 0.78 C 0.74 C20 Palomar Airport Rd. & El Fuerte St. 0.56 A 0.65 B 0.61 B 0.80 C 0.56 A 0.80 C 0.58 A0.82 D0.59 A 0.76 C 0.69 B0.84 D21Palomar Airport Rd. & Melrose Dr. 0.71 C 0.58 A0.90D0.59A0.89 D0.67 B 0.77 C 0.71 C0.79 C 0.70 B0.90 D0.70 B22 Carlsbad Blvd. & Carlsbad Village Dr. 0.30 A 0.57 A 0.35 A 0.56 A 0.33 A 0.47 A 0.32 A 0.46 A0.30 A 0.52 A 0.32 A 0.47 A23 Carlsbad Blvd & Tamarack Avenue 0.30 A 0.53 A 0.35 A 0.56 A 0.36 A 0.49 A 0.41 A 0.49 A0.50 A 0.51 A 0.43 A 0.54 A24Carlsbad Blvd. & Cannon Rd. 0.58 A 0.80 C0.41 A 0.70 B 0.43 A 0.65 B 0.50 A 0.70 B0.48 A 0.76 C 0.65 B 0.76 C25 Carlsbad Blvd. & Poinsettia Ln. 0.27 A 0.52 A 0.27 A 0.36 A 0.39 A 0.38 A 0.42 A 0.42 A 0.39 A 0.41 A 0.42 A 0.42 ANotes:Post-Construction GeometryIntersections operating at LOS D or worse are indicated in bold. Although LOS D is considered acceptable for peak hour opeartions, these intersections are identified as becoming potentially deficient in the future and need to be monitored closely as regional traffic volumes increase.1All counts were collected during the summer months (July and August) except for the shaded locations that were collected in mid-September at the direction of City staff.2AM and PM peak hour LOS calculations reflect construction impacts at the intersectionNumberSummer 2012Peak HourSummer 2016(1)Peak HourAM PMPMPeak HourAMCount Intersection/LocationAMPeak HourSummer 2011AM PMPMPeak HourAM PMPMSummer 2013Summer 2015(1)AMPeak HourSummer 2014Table 3-1 Intersection Capacity Utilization Analysis Summary 19 ICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOS26 Carlsbad Blvd. & Avenida Encinas 0.30 A 0.57 A 0.30 A 0.34 A 0.39 A 0.34 A 0.42 A 0.38 A0.43 A 0.35 A 0.46 A 0.35 A27Rancho Santa Fe Rd. & La Costa Ave. 0.62 B 0.59 A0.62B0.61B0.59A0.66B0.55A0.61B0.52 A 0.60 A 0.65 B 0.69 B28Rancho Santa Fe Rd. & Calle Barcelona--- -------------0.70 B 0.66 B 0.65 B 0.59 A29Rancho Santa Fe Rd./Olivenhain Rd. & Camino Alvaro0.56 A 0.59 A0.61B0.55A 0.65 B 0.63 B 0.67 B 0.63 B 0.64 B 0.64 B 0.71 C 0.72 C30 Carlsbad Village Dr. & State St.0.24A0.37 A 0.29 A 0.41 A 0.28 A 0.38 A 0.25 A 0.34 A0.26 A 0.36 A 0.27 A 0.38 A31 Carlsbad Village Dr. & Harding St. 0.37A0.53 A 0.50 A 0.64 B 0.46 A 0.57 A 0.45 A 0.64 B0.43 A 0.60 B 0.46 A 0.62 A32Poinsettia Ln. & Aviara Pkwy.0.44 A 0.51 A0.42A0.53A0.39A0.56A0.44A0.58A0.49 A 0.68 B 0.49 A 0.61 B33Poinsettia Ln. & Paseo Del Norte 0.60 A 0.64 B 0.59A0.67B0.54A0.7B0.58A0.66B0.59 A 0.66 B 0.58 A 0.72 A34Poinsettia Ln. & Avenida Encinas 0.53 A 0.69 B 0.52A0.65B0.42A0.72C0.52A0.69B0.51 A 0.67 B 0.47 A 0.70 B35Melrose Dr. & Alga Rd. 0.47 A 0.57 A0.44A0.58A0.44A0.59A0.42A0.62B0.69 B 0.66 B 0.68 B 0.66 B36Jefferson Street & Marron Rd0.35 A 0.55 A0.26A0.58 A 0.29A0.62 B 0.28 A 0.49 A 0.36 A 0.51 A37Monroe St. & Marron Rd.0.21 A 0.34 A 0.37A0.44 A0.23 A 0.35 A 0.21 A 0.34 A0.20 A 0.34 A 0.25 A 0.34 A38 Cannon Rd. & Paseo Del Norte0.56A0.54 A 0.52 A 0.53 A0.59A0.56A0.48A0.52A0.53 A 0.55 A 0.53 A 0.53 A39Cannon Rd. & Faraday Ave.0.36 A 0.58 A0.48A0.56A0.48A0.60A0.55(2)A(2)0.85(2)D(2)0.57(2)A(2)0.81(2)D(2)0.47 A 0.51 A40College Blvd. & Carlsbad Village Dr. 0.51 A 0.46 A0.49A0.45A0.51A0.51A0.54A0.55A0.51 A 0.51 A 0.58 A 0.53 A41College Blvd. & Faraday Ave. 0.44 A 0.54 A0.48A0.51A 0.50 A 0.52 A 0.56A(2)0.63(2)B(2)0.37(2)A(2)0.41(2)A(2)0.54 A 0.44 A42 I-5 SB Ramps & Carlsbad Village Dr. 0.55A0.68 B 0.49 A 0.66 B 0.50 A 0.64 B 0.49 A 0.72 C0.51 A 0.73 C 0.50 A 0.62 A43I-5 NB Ramps & Carlsbad Village Dr. 0.54A0.66 B0.68B0.81D0.57A0.67B0.59A0.71C0.55 A 0.73 C 0.60 A 0.70 C44 I-5 SB Ramps & Tamarack Ave.--- -------------0.60 A 0.52 A 0.58 A 0.46 A45 I-5 NB Ramps & Tamarack Ave.--- -------------0.73 C 0.59 A 0.72 C 0.60 A46I-5 SB Ramps & Cannon Rd. 0.47 A 0.48 A0.46A0.49A0.53A0.51A0.47A0.46A0.43 A 0.47 A 0.47 A 0.52 A47I-5 NB Ramps & Cannon Rd.0.49 A 0.58 A0.47A0.65B0.50A0.67 B 0.44A0.63 B 0.45 A 0.56 A 0.47 A 0.65 B48I-5 SB Ramps & Palomar Airport Rd. 0.42 A 0.45 A 0.44A0.47 A 0.44A0.5 A 0.49A0.47 A 0.57 A 0.54 A 0.57 A 0.44 A49 I-5 NB Ramps & Palomar Airport Rd. 0.64 B 0.71 C 0.66 B 0.65 B 0.65 B 0.68 B 0.65 B 0.67 B 0.71 C 0.75 C 0.68 B 0.63 BNotes:AM PM AM PM AM PMAM PM AM PM AM PMSummer 2013Summer 2014 Summer 2015(1)Summer 2016(1)Peak HourPeak HourPeak HourPeak HourPeak HourPeak Hour1All counts were collected during the summer months (July and August) except for the shaded locations that were collected in mid-September at the direction of City staff.2AM and PM peak hour LOS calculations reflect construction impacts at the intersection* Count data not collected in 2012 due to construction that resulted in the closure of Jefferson Street during the summer count period.*Intersections operating at LOS D or worse are indicated in bold. Although LOS D is considered acceptable for peak hour opeartions, these intersections are identified as becoming potentially deficient in the future and need to be monitored closely as regional traffic volumes increase.Number Count Intersection/LocationSummer 2011Summer 2012Table 3-1 (continued) Intersection Capacity Utilization Analysis Summary 20 21 22 4. MID-BLOCK PEDESTRIAN AND BICYCLE COUNTS The City of Carlsbad has recently updated their General Plan Mobility Element, which includes a shift from the traditional focus on vehicular traffic flow and operations to a multi-modal focus. A multi-modal focus accounts for all users of the City’s roadway network, including motorized vehicles, transit riders, bicyclists and pedestrians. In an effort to document pedestrian and bike activity in the community, the TMP includes peak period pedestrian and bike activity along Carlsbad Boulevard and in the Village. The 2016 Annual Report of the City of Carlsbad’s Traffic Monitoring Program is the fifth year in which mid-block pedestrian and bicycle counts were added to the data collection efforts. Five (5) key mid-block locations were selected by City staff in the previous Annual Reports (2012- 2015) where pedestrian and bicycle activities are among the highest in the City. These same (5) mid-block locations were also selected for this 2016 Annual Report, which are as follows: 1. Carlsbad Boulevard between Carlsbad-Oceanside Boundary and State Street 2. Carlsbad Boulevard between Grand Avenue and Carlsbad Village Drive 3. Carlsbad Boulevard between Chestnut Avenue and Maple Avenue 4. Carlsbad Village Drive between Carlsbad Boulevard and Washington Street 5. Grand Avenue between Washington Street and State Street Pedestrian and bicycle counts for the above-listed mid-block locations were collected on a weekday (Wednesday, July 13, 2016), and also on a weekend (Saturday, July 16, 2016) during three peak two-hour periods (7:00 - 9:00 AM, 11:00 AM – 1:00 PM, and 4:00 – 6:00 PM). Data was collected in 15-minute intervals for each direction of travel at each mid-block location. The locations of the mid-block pedestrian and bicycle counts are shown in Figure 4-1. Pedestrian and bicycle mid-block count data is provided in Appendix C following this report. The peak hour counts for each period were calculated from the 15-minute data, and are summarized below in Table 4-1. Table 4-1 reveals the following characteristics about the pedestrian and bicycle activities at the selected locations: · Weekday pedestrian and bicycle activities are highest during the PM peak period (4:00 – 6:00 PM). · Weekend bicycle activity is highest during the Midday peak period (11:00 AM – 1:00 PM) and pedestrian activity is highest in the PM peak period (4:00-6:00 PM). · The highest level of weekday pedestrian activity occurs on the beachside path along the west side of Carlsbad Boulevard between Chestnut Avenue and Maple Avenue, during the Midday peak hour. · The highest level of weekend pedestrian activity occurs on the beachside path along the west side of Carlsbad Boulevard between Chestnut Avenue and Maple Avenue, during the AM peak hour. · The highest 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. 23 24 Peds Bikes Peds Bikes Peds BikesNB 11 21 9 24 14 37SB 9 34 12 37 7 19NB 78 22 202 42 279 25SB 26 17 201 25 186 8NB 15 33 36 36 34 28SB 298 36 371 38 260 42EB 72 15 163 14 229 31WB 28 8 104 11 267 15EB 31 12 106 8 249 8WB 33 15 74 9 104 11601 213 1,278 244 1,629 224NB 5 60 13 71 11 41SB 25 40 26 107 12 37NB 178 135 332 82 376 35SB 79 67 198 64 329 11NB 40 139 35 110 42 61SB 435 75 398 127 250 40EB 67 14 316 29 353 36WB 37 6 232 8 273 12EB 40 7 138 12 146 15WB 40 14 88 23 104 13946 557 1,776 633 1,896 3014Carlsbad Village Dr.Carlsbad Blvd. to Washington St.5 Grand Ave.Washington St. to State St.2 Carlsbad Blvd.Location NumberWeekday Counts (Wednesday, July 13, 2016)Weekend Counts (Saturday, July 16, 2016)1Grand Ave.Chestnut Ave. and Maple Ave.Carlsbad Village Dr.Carlsbad Blvd. to Washington St.Washington St. to State St.Grand Ave. to Carlsbad Village Dr.DirectionCarlsbad-Oceanside Boundary to State St.Grand Ave. to Carlsbad Village Dr.Carlsbad Blvd.3 Carlsbad Blvd.Chestnut Ave. and Maple Ave.Segment LocationSegment123Carlsbad Blvd.Carlsbad Blvd.Weekday TotalWeekend TotalAM Peak Hour Midday Peak Hour PM Peak Hour45Carlsbad Blvd. Carlsbad-Oceanside Boundary to State St.Table 4-1 Summary of Mid-Block Pedestrian and Bicycle Counts 25 A comparison between the Summer 2015 pedestrian and bicycle counts and this year’s counts showed the following trends in pedestrian and bicycle activity: · Overall, pedestrian activity at the five selected mid-block locations has remained the same during the week, and has increased approximately 28% on the weekend from last year’s counts. · Overall, bicycle activity at the five selected mid-block locations has decreased approximately 2% during the week, and has decreased approximately 19% on the weekend from last year’s counts. Since the pedestrian and bicycle counts were collected last summer for the 2015 Annual Report, the City of Carlsbad has implemented improvements to pedestrian and bicycle facilities throughout the City such as: · El Camino Real widening project provides new sidewalks on both sides of the street and provides wider bike lanes between Tamarack Avenue and Cannon Road (estimated construction completion- early 2017); · Wider bike lanes with buffers along Cannon Road between Grand Pacific Drive and Hemingway Drive; · Wider bike lanes along Armada Drive between Palomar Airport Road and Legoland Drive; The pedestrian and bicycle counts collected for the 2016 Annual Report shows that overall pedestrian activity has slightly increased, and overall bicycle activity has decreased from last year’s data collection efforts. The decrease in overall bicycle activity may be due to warmer temperatures that may have reduced the number of cyclists on the days the 2016 counts were collected versus the days the 2015 counts were collected. 26 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. In 2015, at the request of City staff, three (3) intersections that were included in last year’s TMP were removed from the 2015 TMP, and three (3) new intersections were added. The forty-nine (49) key intersections selected for the 2016 TMP are the same as last years. The twenty-seven (27) mid-block roadway segments are the same locations that were selected for data collection and analysis in the TMP for the previous three years. This 2016 Annual Report of the City of Carlsbad’s Traffic Monitoring Program is the fifth 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, B, or C during the AM and PM peak periods. Overall traffic volumes on the City’s arterials have increased by an average of 7.5% percent from 2015 to 2016. The results of the 2016 intersection counts and ICU calculations show that two of the selected forty-nine (49) intersections shown below are currently operating at deficient levels of service (LOS E or F) during the AM or PM peak hours. As mentioned previously, the intersection of El Camino Real and Tamarack Avenue is currently under construction and the intersection of El Camino Real and Cannon Drive is immediately adjacent to a construction zone. These operations are considered temporary during construction and are expected to operate at acceptable levels of service (LOS D or better) upon completion of the constructions projects. Location # Intersection Period ICU LOS 4 5 El Camino Real & Tamarack Avenue El Camino Real & Cannon Drive AM peak PM peak PM peak Construction Post-Construction Construction Post-Construction Construction 1.02 0.73 0.94 0.51 0.96 F A E A E 27 Intersections that are identified as operating at LOS D are considered locations that have the potential to become deficient in the future as regional traffic volumes increase. The following three (3) of the forty-nine study intersections are currently operating at LOS D during the AM or PM peak hours: Location # Intersection Period ICU LOS 8 20 21 El Camino Real & Palomar Airport Road Palomar Airport Road & El Fuerte Street Palomar Airport Road & Melrose Drive PM peak PM peak AM peak 0.82 0.84 0.90 D D D The LOS D operations at these intersections are largely due to the increase in turn movement volumes at these locations and will require close monitoring in the future. In conclusion, this report provides an assessment of 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 of approximately 7.5% from 2015 to 2016. Arterials with the highest increases in traffic include Palomar Airport Road, Cannon Road, Carlsbad Boulevard, and Tamarack Avenue. The City should use this report to identify locations where additional traffic monitoring may be needed in the future. O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Appendix A Mid-Block Roadway Segment Summary MID-BLOCK ROADWAY SEGMENT COUNTS Twenty-seven (27) mid-block roadway segment locations were identified by the City of Carlsbad to be studied under the City’s Growth Management Plan Traffic Monitoring Program. Table A-1 summarizes the list of identified mid-block roadway segment locations and the dates in which each mid-block location was collected. From the 48-hour counts, the average daily traffic (ADT) volumes were determined, and these ADT volumes for the Summer count period are contained in the following pages of Appendix A. The City of Carlsbad uses a one-direction maximum capacity of 1,800 vehicles per lane per hour in a peak hour period. Mid-block roadway segment analysis was calculated by a maximum one-direction lane volume to capacity ratio. Table A-2 summarizes the AM and PM peak hour volumes and levels of service in each direction of travel for each of the mid-block roadway segment locations. Appendix A includes the following information for the 2016 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 Location Number Segment Segment Location Count Day(s) Count Date(s) 1 Palomar Airport Rd. Paseo Del Norte to Armada Dr.Tues./ Wed. 7/26, 7/27 2 Palomar Airport Rd. Yarrow Dr. to El Camino Real Tues./ Wed. 7/26, 7/27 3 Palomar Airport Rd.El Camino Real to Loker Ave Wed./ Thurs. 7/27, 7/28 4 Palomar Airport Rd. Melrose Dr. to Paseo Valindo Wed./ Thurs. 7/27, 7/28 5 El Camino Real Plaza Dr to Marron Rd Tues./ Wed. 7/12, 7/13 6 El Camino Real Tamarack Ave. to Kelly Dr.Tues./ Wed. 9/13, 9/14 7 El Camino Real Jackspar Dr. to College Blvd.Wed./ Thurs. 7/20, 7/21 8 El Camino Real Faraday Ave. to Palomar Airport Rd.Tues./ Wed. 7/26, 7/27 9 El Camino Real Arenal Rd. to Costa Del Mar Rd.Wed./ Thurs. 8/3, 8/4 10 El Camino Real Levante St. to Calle Barcelona Wed./ Thurs. 8/3, 8/4 11 Melrose Dr. Lionshead Ave. to Palomar Airport Rd.Wed./ Thurs. 7/27, 7/28 12 Carlsbad Blvd State St. to Mountain View Dr.Wed./ Thurs. 7/13, 7/14 13 Carlsbad Blvd Acacia Ave. to Cherry Ave.Tues./ Wed. 7/19, 7/20 14 Carlsbad Blvd Tamarack Ave. to Tierra Del Oro Tues./ Wed. 7/19, 7/20 15 Carlsbad Blvd Cannon Rd. to Cerezo Dr.Wed./ Thurs. 7/20, 7/21 16 Carlsbad Blvd Breakwater Rd. to Poinsettia Ln.Tues./ Wed. 8/2, 8/3 17 Carlsbad Blvd Avenida Encinas to La Costa Ave.Tues./ Wed. 8/2, 8/3 18 La Costa Ave Piraeus St to Saxony Rd.Wed./ Thurs. 8/3, 8/4 19 La Costa Ave Romeria St. to Cadencia St.Wed./ Thurs. 8/3, 8/4 20 Rancho Santa Fe Rd La Costa Meadows Dr. to San Elijo Rd.Tues./ Wed. 8/2, 8/3 21 Poinsettia Ln.Paseo Del Norte to Batiquitos Dr.Tues./ Wed. 8/2, 8/3 22 Tamarack Ave El Camino Real to La Portalada Dr.Tues./ Wed. 9/13, 9/14 23 Cannon Rd.Paseo Del Norte to Car Country Dr.Wed./ Thurs. 7/20, 7/21 24 Cannon Rd.Hilltop St. to College Blvd.Tues./ Wed. 9/13, 9/14 25 College Blvd.City Limits N to Tamarack Ave.Tues./ Wed. 7/19, 7/20 26 College Blvd.Aston Ave. to Palomar Airport Rd.Tues./ Wed. 7/26, 7/27 27 Alga Rd Corinthia St. to El Fuerte St.Tues./ Wed. 8/2, 8/3 Table A-1 Summary of Mid-Block Roadway Segment Counts Volume V/C LOS Volume V/C LOSEB (3) 5,400 2,442 0.45 A 1,944 0.36 AWB (4) 7,200 2,207 0.31 A 2,474 0.34 AEB (3) 5,400 1,194 0.22 A 1,939 0.36 AWB (3) 5,400 1,804 0.33 A 1,409 0.26 AEB (3) 5,400 1,814 0.34 A 2,787 0.52 AWB (3) 5,400 2,558 0.47 A 1,927 0.36 AEB (3) 5,400 1,128 0.21 A 2,289 0.42 AWB (3) 5,400 1,797 0.33 A 1,211 0.22 ANB (3) 5,400 1,055 0.20 A 1,580 0.29 ASB (3) 5,400 1,010 0.19 A 1,056 0.20 ANB (2) 3,600 887 0.25 A 1,814 0.50 ASB (2) 3,600 1,595 0.44 A 1,166 0.32 ANB (2) 3,600 2,124 0.59 A 1,031 0.29 ASB (3) 5,400 1,170 0.22 A 2,694 0.50 ANB (3) 5,400 1,321 0.24 A 1,616 0.30 ASB (3) 5,400 1,600 0.30 A 1,574 0.29 ANB (3) 5,400 1,606 0.30 A 2,513 0.47 ASB (2) 3,600 2,257 0.63 B 2,382 0.66 BNB (3) 5,400 1,211 0.22 A 1,870 0.35 ASB (3) 5,400 1,704 0.32 A 1,593 0.30 ANB (4) 7,200 980 0.14 A 1,543 0.21 ASB (3) 5,400 1,841 0.34 A 1,220 0.23 ANB (1) 1,800 456 0.25 A 613 0.34 ASB (1) 1,800 558 0.31 A 710 0.39 ANB (2) 3,600 568 0.16 A 888 0.25 ASB (2) 3,600 872 0.24 A 974 0.27 ANB (2) 3,600 748 0.21 A 1,229 0.34 ASB (2) 3,600 976 0.27 A 1,029 0.29 ANB (1) 1,800 575 0.32 A 774 0.43 ASB (1) 1,800 1,011 0.56 A 1,065 0.59 ANB (2) 3,600 571 0.16 A 924 0.26 ASB (2) 3,600 835 0.23 A 814 0.23 A1Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impactsPM Peak HourAM Peak Hour8#SegmentLocation1Levante St. to Calle Barcelona9Arenal Rd. to Costa Del Mar Rd.Faraday Ave. to Palomar Airport Rd.Direction (# lanes)Capacity11 Melrose Dr.Carlsbad BlvdPalomar Airport Rd. Paseo Del Norte to Armada Dr.Palomar Airport Rd.Palomar Airport Rd.El Camino Real10Plaza Dr to Marron RdEl Camino Real6Tamarack Ave. to Kelly Dr.7Lionshead Ave. to Palomar Airport Rd.Tamarack Ave. to Tierra Del OroCarlsbad Blvd15Cannon Rd. to Cerezo Dr.Carlsbad BlvdCarlsbad Blvd16Breakwater Rd. to Poinsettia Ln.Carlsbad Blvd45 El Camino Real14El Camino RealState St. to Mountain View Dr.13Acacia Ave. to Cherry Ave.Melrose Dr. to Paseo Valindo2Palomar Airport Rd. Yarrow Dr. to El Camino RealJackspar Dr. to College Blvd.3El Camino Real to Loker AveTable A-2Summary of Mid-Block Roadway Segment Peak Hour Levels of ServiceEl Camino Real1El Camino Real12 Volume V/C LOS Volume V/C LOSNB (2) 3,600 626 0.17 A 959 0.27 ASB (2) 3,600 1,260 0.35 A 779 0.22 AEB (2) 3,600 1,337 0.37 A 1,643 0.46 AWB (2) 3,600 1,410 0.39 A 1,396 0.39 AEB (1) 1,800 359 0.20 A 633 0.35 AWB (2) 3,600 510 0.14 A 454 0.13 ANB (3) 5,400 1,019 0.19 A 1,272 0.24 ASB (3) 5,400 939 0.17 A 1,398 0.26 AEB (2) 3,600 1,001 0.28 A 1,191 0.33 AWB (2) 3,600 915 0.25 A 1,214 0.34 AEB (2) 3,600 283 0.08 A 478 0.13 AWB (2) 3,600 782 0.22 A 369 0.10 AEB (2) 3,600 1,308 0.36 A 947 0.26 AWB (2) 3,600 810 0.23 A 1,474 0.41 AEB (2) 3,600 1,031 0.29 A 2,541 0.71 CWB (2) 3,600 1,866 0.52 A 914 0.25 ANB (2) 3,600 771 0.21 A 1,545 0.43 ASB (2) 3,600 1,460 0.41 A 937 0.26 ANB (2) 3,600 1,080 0.30 A 579 0.16 ASB (2) 3,600 669 0.19 A 1,012 0.28 AEB (2) 3,600 321 0.09 A 587 0.16 AWB (2) 3,600 491 0.14 A 475 0.13 A1Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impactsRomeria St. to Cadencia St.25 North City Limits to Tamarack Ave. North19 La Costa Ave27 Alga RdCorintia St. to El Fuerte St.College Blvd.El Camino Real to La Portalada Dr.26Aston Ave. to Palomar Airport Rd.Carlsbad Blvd22Hilltop St. to College Blvd.Cannon Rd.Paseo Del Norte to Car Country Dr.Poinsettia Ln. Paseo Del Norte to Batiquitos Dr.La Costa Meadows Dr. to San Elijo Rd.2317Avenida Encinas to La Costa Ave.21Tamarack Ave1College Blvd.20 Rancho Santa Fe Rd24Cannon Rd.1Table A-2 (continued)Summary of Mid-Block Roadway Segment Peak Hour Levels of ServiceDirection (# lanes)CapacityAM Peak HourPM Peak Hour#SegmentLocation18 La Costa Ave Piraeus St to Saxony Rd. O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 1 Loca on: Palomar Airport Road between Paseo Del Norte and Armada Drive Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 42 34 12:00 497 564 00:15 32 21 12:15 509 553 00:30 21 30 12:30 483 550 00:45 37 132 25 110 242 12:45 464 1953 446 2113 4066 01:00 20 24 13:00 505 554 01:15 21 17 13:15 470 518 01:30 15 26 13:30 492 510 01:45 21 77 13 80 157 13:45 465 1932 521 2103 4035 02:00 11 8 14:00 397 459 02:15 18 17 14:15 413 478 02:30 24 10 14:30 383 501 02:45 13 66 9 44 110 14:45 427 1620 533 1971 3591 03:00 18 13 15:00 397 490 03:15 13 9 15:15 382 462 03:30 33 15 15:30 370 488 03:45 50 114 16 53 167 15:45 402 1551 512 1952 3503 04:00 28 31 16:00 396 524 04:15 30 22 16:15 385 562 04:30 60 25 16:30 408 562 04:45 130 248 51 129 377 16:45 385 1574 544 2192 3766 05:00 73 57 17:00 372 630 05:15 118 61 17:15 388 630 05:30 182 103 17:30 401 644 05:45 269 642 100 321 963 17:45 404 1565 569 2473 4038 06:00 245 179 18:00 388 540 06:15 254 154 18:15 374 519 06:30 274 214 18:30 347 469 06:45 450 1223 229 776 1999 18:45 319 1428 465 1993 3421 07:00 410 216 19:00 248 412 07:15 475 230 19:15 240 402 07:30 580 244 19:30 266 374 07:45 693 2158 271 961 3119 19:45 266 1020 338 1526 2546 08:00 586 271 20:00 316 299 08:15 568 278 20:15 261 279 08:30 573 271 20:30 278 259 08:45 595 2322 295 1115 3437 20:45 209 1064 266 1103 2167 09:00 561 275 21:00 213 217 09:15 467 328 21:15 163 175 09:30 510 291 21:30 152 114 09:45 503 2041 318 1212 3253 21:45 129 657 123 629 1286 10:00 502 380 22:00 110 110 10:15 412 382 22:15 101 81 10:30 459 430 22:30 104 96 10:45 460 1833 441 1633 3466 22:45 82 397 60 347 744 11:00 450 460 23:00 70 69 11:15 440 509 23:15 52 76 11:30 444 475 23:30 44 40 11:45 460 1794 617 2061 3855 23:45 41 207 36 221 428 Total Vol.12650 8495 21145 14968 18623 33591 GPS Coordinates: NB SB EB WB Combined 27618 27118 54736 Split %59.8% 40.2%38.6%44.6%55.4%61.4% Peak Hour 07:30 11:45 11:45 12:15 17:00 12:00 Volume 2427 2284 4233 1961 2473 4066 P.H.F.0.88 0.93 0.98 0.96 0.96 0.96 PM Project#Tuesday, July 26, 2016 AM Daily Totals 16-1257-001 DAY 1 33.122030, -117.315524 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Paseo Del Norte & Armada Dr. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 36 29 12:00 437 513 00:15 35 34 12:15 474 561 00:30 31 29 12:30 493 497 00:45 28 130 19 111 241 12:45 470 1874 486 2057 3931 01:00 29 29 13:00 489 539 01:15 29 14 13:15 473 473 01:30 14 7 13:30 469 509 01:45 14 86 7 57 143 13:45 460 1891 448 1969 3860 02:00 12 11 14:00 455 472 02:15 14 4 14:15 412 485 02:30 19 7 14:30 409 491 02:45 10 55 12 34 89 14:45 470 1746 512 1960 3706 03:00 8 11 15:00 431 513 03:15 13 4 15:15 417 472 03:30 24 11 15:30 371 517 03:45 52 97 16 42 139 15:45 355 1574 534 2036 3610 04:00 21 18 16:00 403 551 04:15 37 23 16:15 387 541 04:30 76 28 16:30 417 536 04:45 131 265 38 107 372 16:45 396 1603 533 2161 3764 05:00 84 54 17:00 388 631 05:15 123 66 17:15 428 650 05:30 184 72 17:30 408 639 05:45 298 689 108 300 989 17:45 400 1624 554 2474 4098 06:00 215 132 18:00 371 562 06:15 266 155 18:15 371 528 06:30 314 203 18:30 351 456 06:45 398 1193 263 753 1946 18:45 324 1417 433 1979 3396 07:00 399 233 19:00 314 417 07:15 461 222 19:15 341 445 07:30 545 256 19:30 277 366 07:45 670 2075 277 988 3063 19:45 269 1201 319 1547 2748 08:00 605 265 20:00 271 291 08:15 601 272 20:15 267 301 08:30 587 287 20:30 242 287 08:45 582 2375 303 1127 3502 20:45 221 1001 247 1126 2127 09:00 590 309 21:00 237 206 09:15 495 341 21:15 198 170 09:30 490 325 21:30 169 133 09:45 506 2081 336 1311 3392 21:45 137 741 109 618 1359 10:00 427 380 22:00 162 127 10:15 462 381 22:15 124 86 10:30 404 390 22:30 108 84 10:45 491 1784 470 1621 3405 22:45 101 495 85 382 877 11:00 404 434 23:00 71 72 11:15 444 548 23:15 70 49 11:30 421 512 23:30 54 38 11:45 486 1755 558 2052 3807 23:45 46 241 40 199 440 Total Vol.12585 8503 21088 15408 18508 33916 GPS Coordinates: NB SB EB WB Combined 27993 27011 55004 Split %59.7% 40.3%38.3%45.4%54.6%61.7% Peak Hour 07:45 11:30 11:45 12:15 17:00 17:00 Volume 2463 2144 4019 1926 2474 4098 P.H.F.0.92 0.96 0.96 0.98 0.95 0.95 33.122030, -117.315524 AM PM Project# Palomar Airport Rd. btwn. Paseo Del Norte & Armada Dr. Wednesday, July 27, 2016 16-1257-001 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 39 32 12:00 0 0 467 539 00:15 0 0 34 28 12:15 0 0 492 557 00:30 0 0 26 30 12:30 0 0 488 524 00:45 0 0 0 0 33 131 22 111 242 12:45 0 0 0 0 467 1914 466 2085 3999 01:00 0 0 25 27 13:00 0 0 497 547 01:15 0 0 25 16 13:15 0 0 472 496 01:30 0 0 15 17 13:30 0 0 481 510 01:45 0 0 0 0 18 82 10 69 150 13:45 0 0 0 0 463 1912 485 2036 3948 02:00 0 0 12 10 14:00 0 0 426 466 02:15 0 0 16 11 14:15 0 0 413 482 02:30 0 0 22 9 14:30 0 0 396 496 02:45 0 0 0 0 12 61 11 39 100 14:45 0 0 0 0 449 1683 523 1966 3649 03:00 0 0 13 12 15:00 0 0 414 502 03:15 0 0 13 7 15:15 0 0 400 467 03:30 0 0 29 13 15:30 0 0 371 503 03:45 0 0 0 0 51 106 16 48 153 15:45 0 0 0 0 379 1563 523 1994 3557 04:00 0 0 25 25 16:00 0 0 400 538 04:15 0 0 34 23 16:15 0 0 386 552 04:30 0 0 68 27 16:30 0 0 413 549 04:45 0 0 0 0 131 257 45 118 375 16:45 0 0 0 0 391 1589 539 2177 3765 05:00 0 0 79 56 17:00 0 0 380 631 05:15 0 0 121 64 17:15 0 0 408 640 05:30 0 0 183 88 17:30 0 0 405 642 05:45 0 0 0 0 284 666 104 311 976 17:45 0 0 0 0 402 1595 562 2474 4068 06:00 0 0 230 156 18:00 0 0 380 551 06:15 0 0 260 155 18:15 0 0 373 524 06:30 0 0 294 209 18:30 0 0 349 463 06:45 0 0 0 0 424 1208 246 765 1973 18:45 0 0 0 0 322 1423 449 1986 3409 07:00 0 0 405 225 19:00 0 0 281 415 07:15 0 0 468 226 19:15 0 0 291 424 07:30 0 0 563 250 19:30 0 0 272 370 07:45 0 0 0 0 682 2117 274 975 3091 19:45 0 0 0 0 268 1111 329 1537 2647 08:00 0 0 596 268 20:00 0 0 294 295 08:15 0 0 585 275 20:15 0 0 264 290 08:30 0 0 580 279 20:30 0 0 260 273 08:45 0 0 0 0 589 2349 299 1121 3470 20:45 0 0 0 0 215 1033 257 1115 2147 09:00 0 0 576 292 21:00 0 0 225 212 09:15 0 0 481 335 21:15 0 0 181 173 09:30 0 0 500 308 21:30 0 0 161 124 09:45 0 0 0 0 505 2061 327 1262 3323 21:45 0 0 0 0 133 699 116 624 1323 10:00 0 0 465 380 22:00 0 0 136 119 10:15 0 0 437 382 22:15 0 0 113 84 10:30 0 0 432 410 22:30 0 0 106 90 10:45 0 0 0 0 476 1809 456 1627 3436 22:45 0 0 0 0 92 446 73 365 811 11:00 0 0 427 447 23:00 0 0 71 71 11:15 0 0 442 529 23:15 0 0 61 63 11:30 0 0 433 494 23:30 0 0 49 39 11:45 0 0 0 0 473 1775 588 2057 3831 23:45 0 0 0 0 44 224 38 210 434 Total Vol.12618 8499 21117 15188 18566 33754 GPS Coordinates: NB SB Combined 27806 27065 54870 Split %59.8% 40.2%38.5%45.0%55.0%61.5% Peak Hour 07:45 11:45 11:45 12:15 17:00 17:00 Volume 2442 2207 4126 1944 2474 4068 P.H.F.0.90 0.94 0.97 0.98 0.96 0.97 Daily Totals 2-DAY AVERAGE 33.122030, -117.315524 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-001Project# Palomar Airport Rd. btwn. Paseo Del Norte & Armada Dr. Tuesday, July 26, 2016 Wednesday, July 27, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 2 Loca on: Palomar Airport Road between Yarrow Dr. and El Camino Real Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 22 24 12:00 286 345 00:15 16 15 12:15 316 363 00:30 10 11 12:30 306 312 00:45 12 60 14 64 124 12:45 318 1226 335 1355 2581 01:00 22 14 13:00 328 311 01:15 16 4 13:15 336 310 01:30 8 14 13:30 274 332 01:45 7 53 8 40 93 13:45 240 1178 326 1279 2457 02:00 4 7 14:00 310 292 02:15 8 7 14:15 298 283 02:30 5 7 14:30 380 315 02:45 9 26 14 35 61 14:45 412 1400 280 1170 2570 03:00 11 6 15:00 498 278 03:15 10 10 15:15 334 309 03:30 14 23 15:30 464 263 03:45 16 51 27 66 117 15:45 440 1736 280 1130 2866 04:00 13 25 16:00 456 274 04:15 16 27 16:15 410 278 04:30 8 63 16:30 422 263 04:45 14 51 111 226 277 16:45 568 1856 308 1123 2979 05:00 22 82 17:00 392 334 05:15 42 89 17:15 456 317 05:30 30 143 17:30 532 300 05:45 76 170 255 569 739 17:45 580 1960 291 1242 3202 06:00 108 226 18:00 520 239 06:15 82 208 18:15 400 246 06:30 154 302 18:30 380 226 06:45 146 490 391 1127 1617 18:45 328 1628 216 927 2555 07:00 164 354 19:00 244 199 07:15 154 412 19:15 174 183 07:30 172 430 19:30 212 180 07:45 210 700 530 1726 2426 19:45 306 936 148 710 1646 08:00 348 448 20:00 190 125 08:15 244 426 20:15 146 103 08:30 372 354 20:30 180 97 08:45 308 1272 423 1651 2923 20:45 156 672 107 432 1104 09:00 294 346 21:00 136 101 09:15 190 361 21:15 112 63 09:30 190 311 21:30 76 68 09:45 174 848 343 1361 2209 21:45 80 404 79 311 715 10:00 266 323 22:00 62 53 10:15 282 335 22:15 64 52 10:30 322 318 22:30 60 45 10:45 224 1094 336 1312 2406 22:45 44 230 35 185 415 11:00 268 295 23:00 60 32 11:15 282 323 23:15 58 31 11:30 318 322 23:30 22 23 11:45 252 1120 339 1279 2399 23:45 34 174 18 104 278 Total Vol.5935 9456 15391 13400 9968 23368 GPS Coordinates: NB SB EB WB Combined 19335 19424 38759 Split %38.6% 61.4%39.7%57.3%42.7%60.3% Peak Hour 08:00 07:30 07:45 17:15 12:00 17:15 Volume 1272 1834 2932 2088 1355 3235 P.H.F.0.85 0.87 0.92 0.90 0.93 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real PM Project#Tuesday, July 26, 2016 AM Daily Totals 16-1257-002 DAY 1 33.126475, -117.273804 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 22 10 12:00 316 343 00:15 10 24 12:15 308 389 00:30 14 7 12:30 302 365 00:45 10 56 10 51 107 12:45 290 1216 365 1462 2678 01:00 12 16 13:00 310 346 01:15 10 5 13:15 314 329 01:30 11 4 13:30 292 311 01:45 10 43 6 31 74 13:45 250 1166 301 1287 2453 02:00 14 5 14:00 318 281 02:15 15 2 14:15 372 294 02:30 8 8 14:30 416 296 02:45 5 42 10 25 67 14:45 376 1482 250 1121 2603 03:00 9 7 15:00 412 279 03:15 11 10 15:15 406 285 03:30 26 20 15:30 742 277 03:45 30 76 30 67 143 15:45 352 1912 271 1112 3024 04:00 32 19 16:00 396 296 04:15 24 39 16:15 412 279 04:30 32 59 16:30 598 282 04:45 38 126 108 225 351 16:45 454 1860 293 1150 3010 05:00 40 88 17:00 540 292 05:15 42 98 17:15 448 327 05:30 68 139 17:30 454 283 05:45 114 264 234 559 823 17:45 352 1794 285 1187 2981 06:00 114 217 18:00 378 261 06:15 92 228 18:15 354 254 06:30 160 286 18:30 298 224 06:45 212 578 392 1123 1701 18:45 254 1284 211 950 2234 07:00 180 368 19:00 278 199 07:15 212 392 19:15 222 194 07:30 210 425 19:30 218 142 07:45 286 888 487 1672 2560 19:45 194 912 139 674 1586 08:00 238 470 20:00 198 127 08:15 268 391 20:15 232 123 08:30 288 388 20:30 182 119 08:45 252 1046 444 1693 2739 20:45 200 812 105 474 1286 09:00 286 330 21:00 174 87 09:15 208 361 21:15 166 95 09:30 178 359 21:30 116 90 09:45 202 874 351 1401 2275 21:45 112 568 73 345 913 10:00 246 306 22:00 148 57 10:15 222 297 22:15 112 52 10:30 188 310 22:30 74 38 10:45 202 858 317 1230 2088 22:45 66 400 43 190 590 11:00 234 317 23:00 44 35 11:15 246 346 23:15 64 16 11:30 340 342 23:30 32 36 11:45 252 1072 356 1361 2433 23:45 36 176 22 109 285 Total Vol.5923 9438 15361 13582 10061 23643 GPS Coordinates: NB SB EB WB Combined 19505 19499 39004 Split %38.6% 61.4%39.4%57.4%42.6%60.6% Peak Hour 11:30 07:15 07:45 16:30 12:15 16:30 Volume 1216 1774 2816 2040 1465 3234 P.H.F.0.89 0.91 0.91 0.85 0.94 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.126475, -117.273804 AM PM Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Wednesday, July 27, 2016 16-1257-002 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 22 17 12:00 0 0 301 344 00:15 0 0 13 20 12:15 0 0 312 376 00:30 0 0 12 9 12:30 0 0 304 339 00:45 0 0 0 0 11 58 12 58 116 12:45 0 0 0 0 304 1221 350 1409 2630 01:00 0 0 17 15 13:00 0 0 319 329 01:15 0 0 13 5 13:15 0 0 325 320 01:30 0 0 10 9 13:30 0 0 283 322 01:45 0 0 0 0 9 48 7 36 84 13:45 0 0 0 0 245 1172 314 1283 2455 02:00 0 0 9 6 14:00 0 0 314 287 02:15 0 0 12 5 14:15 0 0 335 289 02:30 0 0 7 8 14:30 0 0 398 306 02:45 0 0 0 0 7 34 12 30 64 14:45 0 0 0 0 394 1441 265 1146 2587 03:00 0 0 10 7 15:00 0 0 455 279 03:15 0 0 11 10 15:15 0 0 370 297 03:30 0 0 20 22 15:30 0 0 603 270 03:45 0 0 0 0 23 64 29 67 130 15:45 0 0 0 0 396 1824 276 1121 2945 04:00 0 0 23 22 16:00 0 0 426 285 04:15 0 0 20 33 16:15 0 0 411 279 04:30 0 0 20 61 16:30 0 0 510 273 04:45 0 0 0 0 26 89 110 226 314 16:45 0 0 0 0 511 1858 301 1137 2995 05:00 0 0 31 85 17:00 0 0 466 313 05:15 0 0 42 94 17:15 0 0 452 322 05:30 0 0 49 141 17:30 0 0 493 292 05:45 0 0 0 0 95 217 245 564 781 17:45 0 0 0 0 466 1877 288 1215 3092 06:00 0 0 111 222 18:00 0 0 449 250 06:15 0 0 87 218 18:15 0 0 377 250 06:30 0 0 157 294 18:30 0 0 339 225 06:45 0 0 0 0 179 534 392 1125 1659 18:45 0 0 0 0 291 1456 214 939 2395 07:00 0 0 172 361 19:00 0 0 261 199 07:15 0 0 183 402 19:15 0 0 198 189 07:30 0 0 191 428 19:30 0 0 215 161 07:45 0 0 0 0 248 794 509 1699 2493 19:45 0 0 0 0 250 924 144 692 1616 08:00 0 0 293 459 20:00 0 0 194 126 08:15 0 0 256 409 20:15 0 0 189 113 08:30 0 0 330 371 20:30 0 0 181 108 08:45 0 0 0 0 280 1159 434 1672 2831 20:45 0 0 0 0 178 742 106 453 1195 09:00 0 0 290 338 21:00 0 0 155 94 09:15 0 0 199 361 21:15 0 0 139 79 09:30 0 0 184 335 21:30 0 0 96 79 09:45 0 0 0 0 188 861 347 1381 2242 21:45 0 0 0 0 96 486 76 328 814 10:00 0 0 256 315 22:00 0 0 105 55 10:15 0 0 252 316 22:15 0 0 88 52 10:30 0 0 255 314 22:30 0 0 67 42 10:45 0 0 0 0 213 976 327 1271 2247 22:45 0 0 0 0 55 315 39 188 503 11:00 0 0 251 306 23:00 0 0 52 34 11:15 0 0 264 335 23:15 0 0 61 24 11:30 0 0 329 332 23:30 0 0 27 30 11:45 0 0 0 0 252 1096 348 1320 2416 23:45 0 0 0 0 35 175 20 107 282 Total Vol.5929 9447 15376 13491 10015 23506 GPS Coordinates: NB SB Combined 19420 19462 38882 Split %38.6% 61.4%39.5%57.4%42.6%60.5% Peak Hour 11:30 07:30 07:45 16:30 12:00 16:45 Volume 1194 1804 2874 1939 1409 3149 P.H.F.0.91 0.89 0.95 0.95 0.94 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-002Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Tuesday, July 26, 2016 Wednesday, July 27, 2016 AM PM Daily Totals 2-DAY AVERAGE 33.126475, -117.273804 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 3 Loca on: Palomar Airport Road between El Camino Real and Loker Ave (W) Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 56 40 12:00 483 447 00:15 40 20 12:15 439 453 00:30 39 29 12:30 399 476 00:45 35 170 9 98 268 12:45 462 1783 452 1828 3611 01:00 29 16 13:00 424 478 01:15 36 10 13:15 434 413 01:30 14 6 13:30 445 444 01:45 13 92 9 41 133 13:45 441 1744 402 1737 3481 02:00 21 13 14:00 440 358 02:15 17 6 14:15 449 376 02:30 16 14 14:30 553 425 02:45 13 67 11 44 111 14:45 503 1945 370 1529 3474 03:00 4 12 15:00 500 399 03:15 12 15 15:15 514 378 03:30 25 38 15:30 617 434 03:45 37 78 48 113 191 15:45 569 2200 396 1607 3807 04:00 19 40 16:00 673 481 04:15 23 54 16:15 644 383 04:30 35 110 16:30 682 504 04:45 51 128 158 362 490 16:45 687 2686 438 1806 4492 05:00 48 113 17:00 716 514 05:15 74 152 17:15 679 517 05:30 89 231 17:30 668 441 05:45 154 365 350 846 1211 17:45 604 2667 378 1850 4517 06:00 132 256 18:00 541 384 06:15 153 326 18:15 556 332 06:30 213 405 18:30 474 312 06:45 286 784 593 1580 2364 18:45 409 1980 276 1304 3284 07:00 258 504 19:00 349 250 07:15 316 570 19:15 378 201 07:30 342 609 19:30 353 206 07:45 450 1366 743 2426 3792 19:45 264 1344 198 855 2199 08:00 384 644 20:00 309 183 08:15 395 590 20:15 278 149 08:30 409 611 20:30 253 158 08:45 379 1567 584 2429 3996 20:45 228 1068 142 632 1700 09:00 330 468 21:00 218 128 09:15 308 496 21:15 231 104 09:30 317 459 21:30 182 108 09:45 340 1295 488 1911 3206 21:45 165 796 90 430 1226 10:00 326 432 22:00 163 87 10:15 310 367 22:15 127 90 10:30 360 353 22:30 131 49 10:45 330 1326 383 1535 2861 22:45 109 530 53 279 809 11:00 324 397 23:00 103 66 11:15 354 394 23:15 84 34 11:30 377 412 23:30 65 43 11:45 451 1506 418 1621 3127 23:45 58 310 32 175 485 Total Vol.8744 13006 21750 19053 14032 33085 GPS Coordinates: NB SB EB WB Combined 27797 27038 54835 Split %40.2% 59.8%39.7%57.6%42.4%60.3% Peak Hour 11:45 07:45 07:45 16:30 16:30 16:30 Volume 1772 2588 4226 2764 1973 4737 P.H.F.0.92 0.87 0.89 0.97 0.95 0.96 PM Project# Innovation Way Wednesday, August 03, 2016 AM Daily Totals 16-1257-003 DAY 1 33.1301, -117.2633 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. El Camino Real & Loker Ave. W/ Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 67 34 12:00 474 474 00:15 62 16 12:15 471 451 00:30 45 22 12:30 477 458 00:45 47 221 9 81 302 12:45 432 1854 497 1880 3734 01:00 34 35 13:00 478 433 01:15 16 10 13:15 424 468 01:30 28 12 13:30 475 446 01:45 17 95 11 68 163 13:45 429 1806 420 1767 3573 02:00 21 8 14:00 419 409 02:15 19 7 14:15 450 349 02:30 21 20 14:30 535 438 02:45 8 69 15 50 119 14:45 507 1911 387 1583 3494 03:00 16 14 15:00 483 433 03:15 11 18 15:15 565 387 03:30 19 46 15:30 664 382 03:45 33 79 51 129 208 15:45 603 2315 393 1595 3910 04:00 33 49 16:00 674 414 04:15 23 58 16:15 695 430 04:30 29 102 16:30 702 464 04:45 42 127 176 385 512 16:45 710 2781 450 1758 4539 05:00 45 106 17:00 701 497 05:15 73 149 17:15 697 470 05:30 102 252 17:30 688 416 05:45 154 374 358 865 1239 17:45 613 2699 389 1772 4471 06:00 143 322 18:00 596 372 06:15 146 306 18:15 558 315 06:30 205 420 18:30 466 257 06:45 291 785 562 1610 2395 18:45 402 2022 261 1205 3227 07:00 286 538 19:00 366 288 07:15 339 545 19:15 359 221 07:30 402 606 19:30 305 190 07:45 400 1427 759 2448 3875 19:45 313 1343 183 882 2225 08:00 386 599 20:00 293 189 08:15 400 566 20:15 303 169 08:30 320 561 20:30 271 148 08:45 406 1512 583 2309 3821 20:45 260 1127 131 637 1764 09:00 328 538 21:00 223 108 09:15 338 447 21:15 217 130 09:30 327 457 21:30 170 113 09:45 315 1308 478 1920 3228 21:45 195 805 105 456 1261 10:00 341 370 22:00 190 82 10:15 286 398 22:15 139 84 10:30 330 394 22:30 133 55 10:45 324 1281 424 1586 2867 22:45 129 591 56 277 868 11:00 356 364 23:00 106 63 11:15 372 456 23:15 105 32 11:30 415 432 23:30 76 35 11:45 433 1576 421 1673 3249 23:45 56 343 31 161 504 Total Vol.8854 13124 21978 19597 13973 33570 GPS Coordinates: NB SB EB WB Combined 28451 27097 55548 Split %40.3% 59.7%39.6%58.4%41.6%60.4% Peak Hour 11:45 07:30 07:30 16:30 16:30 16:30 Volume 1855 2530 4118 2810 1881 4691 P.H.F.0.97 0.83 0.89 0.99 0.95 0.98 33.1301, -117.2633 AM PM Project# Palomar Airport Rd. btwn. El Camino Real & Loker Ave. W/ Thursday, August 04, 2016 16-1257-003 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 62 37 12:00 0 0 479 461 00:15 0 0 51 18 12:15 0 0 455 452 00:30 0 0 42 26 12:30 0 0 438 467 00:45 0 0 0 0 41 196 9 90 285 12:45 0 0 0 0 447 1819 475 1854 3673 01:00 0 0 32 26 13:00 0 0 451 456 01:15 0 0 26 10 13:15 0 0 429 441 01:30 0 0 21 9 13:30 0 0 460 445 01:45 0 0 0 0 15 94 10 55 148 13:45 0 0 0 0 435 1775 411 1752 3527 02:00 0 0 21 11 14:00 0 0 430 384 02:15 0 0 18 7 14:15 0 0 450 363 02:30 0 0 19 17 14:30 0 0 544 432 02:45 0 0 0 0 11 68 13 47 115 14:45 0 0 0 0 505 1928 379 1556 3484 03:00 0 0 10 13 15:00 0 0 492 416 03:15 0 0 12 17 15:15 0 0 540 383 03:30 0 0 22 42 15:30 0 0 641 408 03:45 0 0 0 0 35 79 50 121 200 15:45 0 0 0 0 586 2258 395 1601 3859 04:00 0 0 26 45 16:00 0 0 674 448 04:15 0 0 23 56 16:15 0 0 670 407 04:30 0 0 32 106 16:30 0 0 692 484 04:45 0 0 0 0 47 128 167 374 501 16:45 0 0 0 0 699 2734 444 1782 4516 05:00 0 0 47 110 17:00 0 0 709 506 05:15 0 0 74 151 17:15 0 0 688 494 05:30 0 0 96 242 17:30 0 0 678 429 05:45 0 0 0 0 154 370 354 856 1225 17:45 0 0 0 0 609 2683 384 1811 4494 06:00 0 0 138 289 18:00 0 0 569 378 06:15 0 0 150 316 18:15 0 0 557 324 06:30 0 0 209 413 18:30 0 0 470 285 06:45 0 0 0 0 289 785 578 1595 2380 18:45 0 0 0 0 406 2001 269 1255 3256 07:00 0 0 272 521 19:00 0 0 358 269 07:15 0 0 328 558 19:15 0 0 369 211 07:30 0 0 372 608 19:30 0 0 329 198 07:45 0 0 0 0 425 1397 751 2437 3834 19:45 0 0 0 0 289 1344 191 869 2212 08:00 0 0 385 622 20:00 0 0 301 186 08:15 0 0 398 578 20:15 0 0 291 159 08:30 0 0 365 586 20:30 0 0 262 153 08:45 0 0 0 0 393 1540 584 2369 3909 20:45 0 0 0 0 244 1098 137 635 1732 09:00 0 0 329 503 21:00 0 0 221 118 09:15 0 0 323 472 21:15 0 0 224 117 09:30 0 0 322 458 21:30 0 0 176 111 09:45 0 0 0 0 328 1302 483 1916 3217 21:45 0 0 0 0 180 801 98 443 1244 10:00 0 0 334 401 22:00 0 0 177 85 10:15 0 0 298 383 22:15 0 0 133 87 10:30 0 0 345 374 22:30 0 0 132 52 10:45 0 0 0 0 327 1304 404 1561 2864 22:45 0 0 0 0 119 561 55 278 839 11:00 0 0 340 381 23:00 0 0 105 65 11:15 0 0 363 425 23:15 0 0 95 33 11:30 0 0 396 422 23:30 0 0 71 39 11:45 0 0 0 0 442 1541 420 1647 3188 23:45 0 0 0 0 57 327 32 168 495 Total Vol.8799 13065 21864 19325 14003 33328 GPS Coordinates: NB SB Combined 28124 27068 55192 Split %40.2% 59.8%39.6%58.0%42.0%60.4% Peak Hour 11:45 07:30 07:30 16:30 16:30 16:30 Volume 1814 2558 4138 2787 1927 4714 P.H.F.0.95 0.85 0.88 0.98 0.95 0.97 Daily Totals 2-DAY AVERAGE 33.1301, -117.2633 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-003Project# Palomar Airport Rd. btwn. El Camino Real & Loker Ave. W/ Wednesday, August 03, 2016 Thursday, August 04, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 4 Loca on: Palomar Airport Road between Melrose Dr. and Paseo Valindo Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 33 14 12:00 307 272 00:15 20 4 12:15 301 315 00:30 32 14 12:30 291 262 00:45 20 105 21 53 158 12:45 314 1213 303 1152 2365 01:00 15 11 13:00 268 254 01:15 16 9 13:15 326 255 01:30 15 6 13:30 283 273 01:45 16 62 7 33 95 13:45 317 1194 265 1047 2241 02:00 16 5 14:00 298 230 02:15 11 6 14:15 322 242 02:30 13 9 14:30 472 242 02:45 8 48 6 26 74 14:45 404 1496 236 950 2446 03:00 3 13 15:00 363 227 03:15 7 19 15:15 409 212 03:30 10 35 15:30 471 238 03:45 14 34 44 111 145 15:45 481 1724 234 911 2635 04:00 13 39 16:00 487 265 04:15 13 56 16:15 549 247 04:30 17 83 16:30 481 272 04:45 18 61 116 294 355 16:45 553 2070 284 1068 3138 05:00 23 93 17:00 566 297 05:15 34 149 17:15 554 303 05:30 48 223 17:30 538 278 05:45 75 180 353 818 998 17:45 471 2129 248 1126 3255 06:00 80 187 18:00 432 196 06:15 102 276 18:15 382 188 06:30 95 341 18:30 335 165 06:45 153 430 441 1245 1675 18:45 250 1399 152 701 2100 07:00 159 374 19:00 246 165 07:15 158 386 19:15 243 142 07:30 181 487 19:30 206 124 07:45 234 732 475 1722 2454 19:45 176 871 108 539 1410 08:00 210 403 20:00 180 116 08:15 248 421 20:15 157 101 08:30 226 364 20:30 146 90 08:45 204 888 345 1533 2421 20:45 139 622 84 391 1013 09:00 230 336 21:00 116 81 09:15 224 308 21:15 105 71 09:30 193 268 21:30 108 82 09:45 202 849 306 1218 2067 21:45 79 408 73 307 715 10:00 208 262 22:00 98 50 10:15 221 243 22:15 80 38 10:30 215 263 22:30 73 36 10:45 225 869 264 1032 1901 22:45 67 318 45 169 487 11:00 239 236 23:00 65 23 11:15 240 251 23:15 50 19 11:30 256 255 23:30 46 22 11:45 274 1009 246 988 1997 23:45 42 203 23 87 290 Total Vol.5267 9073 14340 13647 8448 22095 GPS Coordinates: NB SB EB WB Combined 18914 17521 36435 Split %36.7% 63.3%39.4%61.8%38.2%60.6% Peak Hour 11:45 07:30 07:30 16:45 16:45 16:45 Volume 1173 1786 2659 2211 1162 3373 P.H.F.0.96 0.92 0.94 0.98 0.96 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo PM Project#Wednesday, August 03, 2016 AM Daily Totals 16-1257-004 DAY 1 33.129387, -117.242264 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 9 12:00 289 328 00:15 24 14 12:15 258 296 00:30 29 16 12:30 277 300 00:45 20 101 18 57 158 12:45 278 1102 313 1237 2339 01:00 21 11 13:00 321 309 01:15 14 4 13:15 355 255 01:30 16 8 13:30 331 268 01:45 13 64 7 30 94 13:45 358 1365 313 1145 2510 02:00 11 8 14:00 385 239 02:15 10 5 14:15 388 271 02:30 14 8 14:30 411 280 02:45 8 43 10 31 74 14:45 424 1608 205 995 2603 03:00 5 15 15:00 455 281 03:15 9 19 15:15 484 205 03:30 9 37 15:30 513 257 03:45 16 39 50 121 160 15:45 467 1919 289 1032 2951 04:00 13 28 16:00 483 291 04:15 18 45 16:15 472 272 04:30 20 69 16:30 572 321 04:45 24 75 132 274 349 16:45 578 2105 279 1163 3268 05:00 41 87 17:00 591 353 05:15 42 121 17:15 619 313 05:30 45 199 17:30 578 245 05:45 78 206 349 756 962 17:45 483 2271 228 1139 3410 06:00 80 238 18:00 446 218 06:15 96 245 18:15 438 197 06:30 99 344 18:30 350 200 06:45 103 378 399 1226 1604 18:45 283 1517 172 787 2304 07:00 133 361 19:00 244 152 07:15 151 365 19:15 241 169 07:30 187 487 19:30 214 119 07:45 185 656 477 1690 2346 19:45 185 884 122 562 1446 08:00 214 436 20:00 166 126 08:15 228 408 20:15 139 119 08:30 242 400 20:30 133 114 08:45 245 929 372 1616 2545 20:45 130 568 97 456 1024 09:00 239 358 21:00 104 81 09:15 233 338 21:15 108 88 09:30 214 323 21:30 87 74 09:45 244 930 301 1320 2250 21:45 85 384 73 316 700 10:00 245 277 22:00 86 62 10:15 258 246 22:15 60 55 10:30 244 234 22:30 65 38 10:45 241 988 252 1009 1997 22:45 58 269 34 189 458 11:00 239 228 23:00 54 46 11:15 233 278 23:15 41 32 11:30 230 273 23:30 42 31 11:45 258 960 275 1054 2014 23:45 28 165 28 137 302 Total Vol.5369 9184 14553 14157 9158 23315 GPS Coordinates: NB SB EB WB Combined 19526 18342 37868 Split %36.9% 63.1%38.4%60.7%39.3%61.6% Peak Hour 11:45 07:30 07:30 16:45 16:30 16:30 Volume 1082 1808 2622 2366 1266 3626 P.H.F.0.94 0.93 0.97 0.96 0.90 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.129387, -117.242264 AM PM Project# Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo Thursday, August 04, 2016 16-1257-004 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 31 12 12:00 0 0 298 300 00:15 0 0 22 9 12:15 0 0 280 306 00:30 0 0 31 15 12:30 0 0 284 281 00:45 0 0 0 0 20 103 20 55 158 12:45 0 0 0 0 296 1158 308 1195 2352 01:00 0 0 18 11 13:00 0 0 295 282 01:15 0 0 15 7 13:15 0 0 341 255 01:30 0 0 16 7 13:30 0 0 307 271 01:45 0 0 0 0 15 63 7 32 95 13:45 0 0 0 0 338 1280 289 1096 2376 02:00 0 0 14 7 14:00 0 0 342 235 02:15 0 0 11 6 14:15 0 0 355 257 02:30 0 0 14 9 14:30 0 0 442 261 02:45 0 0 0 0 8 46 8 29 74 14:45 0 0 0 0 414 1552 221 973 2525 03:00 0 0 4 14 15:00 0 0 409 254 03:15 0 0 8 19 15:15 0 0 447 209 03:30 0 0 10 36 15:30 0 0 492 248 03:45 0 0 0 0 15 37 47 116 153 15:45 0 0 0 0 474 1822 262 972 2793 04:00 0 0 13 34 16:00 0 0 485 278 04:15 0 0 16 51 16:15 0 0 511 260 04:30 0 0 19 76 16:30 0 0 527 297 04:45 0 0 0 0 21 68 124 284 352 16:45 0 0 0 0 566 2088 282 1116 3203 05:00 0 0 32 90 17:00 0 0 579 325 05:15 0 0 38 135 17:15 0 0 587 308 05:30 0 0 47 211 17:30 0 0 558 262 05:45 0 0 0 0 77 193 351 787 980 17:45 0 0 0 0 477 2200 238 1133 3333 06:00 0 0 80 213 18:00 0 0 439 207 06:15 0 0 99 261 18:15 0 0 410 193 06:30 0 0 97 343 18:30 0 0 343 183 06:45 0 0 0 0 128 404 420 1236 1640 18:45 0 0 0 0 267 1458 162 744 2202 07:00 0 0 146 368 19:00 0 0 245 159 07:15 0 0 155 376 19:15 0 0 242 156 07:30 0 0 184 487 19:30 0 0 210 122 07:45 0 0 0 0 210 694 476 1706 2400 19:45 0 0 0 0 181 878 115 551 1428 08:00 0 0 212 420 20:00 0 0 173 121 08:15 0 0 238 415 20:15 0 0 148 110 08:30 0 0 234 382 20:30 0 0 140 102 08:45 0 0 0 0 225 909 359 1575 2483 20:45 0 0 0 0 135 595 91 424 1019 09:00 0 0 235 347 21:00 0 0 110 81 09:15 0 0 229 323 21:15 0 0 107 80 09:30 0 0 204 296 21:30 0 0 98 78 09:45 0 0 0 0 223 890 304 1269 2159 21:45 0 0 0 0 82 396 73 312 708 10:00 0 0 227 270 22:00 0 0 92 56 10:15 0 0 240 245 22:15 0 0 70 47 10:30 0 0 230 249 22:30 0 0 69 37 10:45 0 0 0 0 233 929 258 1021 1949 22:45 0 0 0 0 63 294 40 179 473 11:00 0 0 239 232 23:00 0 0 60 35 11:15 0 0 237 265 23:15 0 0 46 26 11:30 0 0 243 264 23:30 0 0 44 27 11:45 0 0 0 0 266 985 261 1021 2006 23:45 0 0 0 0 35 184 26 112 296 Total Vol.5318 9129 14447 13902 8803 22705 GPS Coordinates: NB SB Combined 19220 17932 37152 Split %36.8% 63.2%38.9%61.2%38.8%61.1% Peak Hour 11:45 07:30 07:30 16:45 16:30 16:30 Volume 1128 1797 2641 2289 1211 3468 P.H.F.0.95 0.92 0.96 0.98 0.93 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-004Project# Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo Wednesday, August 03, 2016 Thursday, August 04, 2016 AM PM Daily Totals 2-DAY AVERAGE 33.129387, -117.242264 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 5 Loca on: El Camino Real between Plaza Dr. and Marron Rd. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 35 28 12:00 293 235 00:15 35 19 12:15 282 268 00:30 23 12 12:30 271 246 00:45 18 111 10 69 180 12:45 322 1168 250 999 2167 01:00 15 16 13:00 270 242 01:15 21 9 13:15 256 250 01:30 14 13 13:30 279 216 01:45 9 59 11 49 108 13:45 299 1104 242 950 2054 02:00 6 10 14:00 260 233 02:15 9 6 14:15 295 235 02:30 6 9 14:30 291 235 02:45 8 29 8 33 62 14:45 350 1196 223 926 2122 03:00 4 7 15:00 301 220 03:15 4 6 15:15 336 221 03:30 9 16 15:30 320 238 03:45 15 32 25 54 86 15:45 342 1299 222 901 2200 04:00 11 8 16:00 392 224 04:15 14 27 16:15 376 269 04:30 15 42 16:30 280 249 04:45 25 65 43 120 185 16:45 398 1446 281 1023 2469 05:00 31 44 17:00 381 244 05:15 30 57 17:15 405 294 05:30 59 112 17:30 374 235 05:45 66 186 154 367 553 17:45 369 1529 218 991 2520 06:00 67 117 18:00 253 198 06:15 91 190 18:15 297 207 06:30 107 244 18:30 300 210 06:45 150 415 242 793 1208 18:45 228 1078 221 836 1914 07:00 167 266 19:00 278 150 07:15 143 239 19:15 231 140 07:30 186 274 19:30 195 168 07:45 217 713 239 1018 1731 19:45 198 902 142 600 1502 08:00 191 263 20:00 176 138 08:15 224 233 20:15 135 125 08:30 202 239 20:30 145 142 08:45 226 843 236 971 1814 20:45 170 626 125 530 1156 09:00 206 221 21:00 172 100 09:15 178 193 21:15 130 114 09:30 173 221 21:30 121 87 09:45 188 745 219 854 1599 21:45 97 520 70 371 891 10:00 246 188 22:00 84 70 10:15 229 194 22:15 51 50 10:30 226 203 22:30 66 56 10:45 204 905 222 807 1712 22:45 59 260 45 221 481 11:00 204 193 23:00 49 46 11:15 239 212 23:15 38 25 11:30 238 205 23:30 31 32 11:45 265 946 260 870 1816 23:45 35 153 17 120 273 Total Vol.5049 6005 11054 11281 8468 19749 GPS Coordinates: NB SB EB WB Combined 16330 14473 30803 Split %45.7%54.3%35.9%57.1%42.9%64.1% Peak Hour 11:45 06:45 11:45 16:45 16:30 16:45 Volume 1111 1021 2120 1558 1068 2612 P.H.F.0.95 0.93 0.96 0.96 0.91 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Plaza Dr. & Marron Rd. PM Project#Tuesday, July 12, 2016 AM Daily Totals 16-1257-005 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 29 12:00 222 216 00:15 29 15 12:15 266 259 00:30 18 19 12:30 267 268 00:45 9 84 15 78 162 12:45 301 1056 281 1024 2080 01:00 16 2 13:00 256 298 01:15 14 10 13:15 266 277 01:30 11 6 13:30 273 256 01:45 12 53 4 22 75 13:45 297 1092 276 1107 2199 02:00 5 13 14:00 291 256 02:15 9 8 14:15 305 238 02:30 6 6 14:30 291 239 02:45 6 26 8 35 61 14:45 349 1236 229 962 2198 03:00 8 6 15:00 287 240 03:15 10 11 15:15 343 269 03:30 6 13 15:30 356 224 03:45 10 34 23 53 87 15:45 403 1389 255 988 2377 04:00 22 13 16:00 363 246 04:15 9 23 16:15 401 245 04:30 20 50 16:30 379 260 04:45 29 80 52 138 218 16:45 417 1560 242 993 2553 05:00 42 42 17:00 424 267 05:15 50 67 17:15 379 258 05:30 48 121 17:30 382 269 05:45 75 215 161 391 606 17:45 379 1564 207 1001 2565 06:00 78 117 18:00 325 212 06:15 95 175 18:15 351 215 06:30 103 245 18:30 286 208 06:45 117 393 243 780 1173 18:45 254 1216 201 836 2052 07:00 156 243 19:00 236 143 07:15 137 231 19:15 204 166 07:30 172 281 19:30 196 176 07:45 182 647 208 963 1610 19:45 199 835 152 637 1472 08:00 199 235 20:00 170 163 08:15 193 215 20:15 178 146 08:30 191 237 20:30 181 127 08:45 202 785 254 941 1726 20:45 162 691 123 559 1250 09:00 207 198 21:00 179 101 09:15 221 236 21:15 159 110 09:30 199 192 21:30 131 77 09:45 217 844 218 844 1688 21:45 70 539 91 379 918 10:00 204 217 22:00 81 63 10:15 251 177 22:15 84 61 10:30 203 199 22:30 75 57 10:45 211 869 218 811 1680 22:45 62 302 45 226 528 11:00 222 200 23:00 46 55 11:15 263 208 23:15 35 18 11:30 260 221 23:30 35 31 11:45 243 988 219 848 1836 23:45 38 154 21 125 279 Total Vol.5018 5904 10922 11634 8837 20471 GPS Coordinates: NB SB EB WB Combined 16652 14741 31393 Split %45.9%54.1%34.8%56.8%43.2%65.2% Peak Hour 11:45 06:45 11:45 16:15 12:30 16:45 Volume 998 998 1960 1621 1124 2638 P.H.F.0.93 0.89 0.92 0.96 0.94 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# El Camino Real btwn. Plaza Dr. & Marron Rd. Wednesday, July 13, 2016 16-1257-005 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 32 29 0 0 12:00 258 226 0 0 00:15 32 17 0 0 12:15 274 264 0 0 00:30 21 16 0 0 12:30 269 257 0 0 00:45 14 98 13 74 0 0 0 0 171 12:45 312 1112 266 1012 0 0 0 0 2124 01:00 16 9 0 0 13:00 263 270 0 0 01:15 18 10 0 0 13:15 261 264 0 0 01:30 13 10 0 0 13:30 276 236 0 0 01:45 11 56 8 36 0 0 0 0 92 13:45 298 1098 259 1029 0 0 0 0 2127 02:00 6 12 0 0 14:00 276 245 0 0 02:15 9 7 0 0 14:15 300 237 0 0 02:30 6 8 0 0 14:30 291 237 0 0 02:45 7 28 8 34 0 0 0 0 62 14:45 350 1216 226 944 0 0 0 0 2160 03:00 6 7 0 0 15:00 294 230 0 0 03:15 7 9 0 0 15:15 340 245 0 0 03:30 8 15 0 0 15:30 338 231 0 0 03:45 13 33 24 54 0 0 0 0 87 15:45 373 1344 239 945 0 0 0 0 2289 04:00 17 11 0 0 16:00 378 235 0 0 04:15 12 25 0 0 16:15 389 257 0 0 04:30 18 46 0 0 16:30 330 255 0 0 04:45 27 73 48 129 0 0 0 0 202 16:45 408 1503 262 1008 0 0 0 0 2511 05:00 37 43 0 0 17:00 403 256 0 0 05:15 40 62 0 0 17:15 392 276 0 0 05:30 54 117 0 0 17:30 378 252 0 0 05:45 71 201 158 379 0 0 0 0 580 17:45 374 1547 213 996 0 0 0 0 2543 06:00 73 117 0 0 18:00 289 205 0 0 06:15 93 183 0 0 18:15 324 211 0 0 06:30 105 245 0 0 18:30 293 209 0 0 06:45 134 404 243 787 0 0 0 0 1191 18:45 241 1147 211 836 0 0 0 0 1983 07:00 162 255 0 0 19:00 257 147 0 0 07:15 140 235 0 0 19:15 218 153 0 0 07:30 179 278 0 0 19:30 196 172 0 0 07:45 200 680 224 991 0 0 0 0 1671 19:45 199 869 147 619 0 0 0 0 1487 08:00 195 249 0 0 20:00 173 151 0 0 08:15 209 224 0 0 20:15 157 136 0 0 08:30 197 238 0 0 20:30 163 135 0 0 08:45 214 814 245 956 0 0 0 0 1770 20:45 166 659 124 545 0 0 0 0 1203 09:00 207 210 0 0 21:00 176 101 0 0 09:15 200 215 0 0 21:15 145 112 0 0 09:30 186 207 0 0 21:30 126 82 0 0 09:45 203 795 219 849 0 0 0 0 1644 21:45 84 530 81 375 0 0 0 0 905 10:00 225 203 0 0 22:00 83 67 0 0 10:15 240 186 0 0 22:15 68 56 0 0 10:30 215 201 0 0 22:30 71 57 0 0 10:45 208 887 220 809 0 0 0 0 1696 22:45 61 281 45 224 0 0 0 0 505 11:00 213 197 0 0 23:00 48 51 0 0 11:15 251 210 0 0 23:15 37 22 0 0 11:30 249 213 0 0 23:30 33 32 0 0 11:45 254 967 240 859 0 0 0 0 1826 23:45 37 154 19 123 0 0 0 0 276 Total Vol.5034 5955 10988 11458 8653 20110 GPS Coordinates: NB SB Combined 16491 14607 31098 Split %45.8%54.2%35.3%57.0%43.0%64.7% Peak Hour 11:45 06:45 11:45 16:45 12:15 16:45 Volume 1055 1010 2040 1580 1056 2625 P.H.F.0.96 0.91 0.95 0.97 0.98 0.98 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-005Project# El Camino Real btwn. Plaza Dr. & Marron Rd. Tuesday, July 12, 2016 Wednesday, July 13, 2016 AM PM Daily Totals 2-DAY AVERAGE 0 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 6 Loca on: El Camino Real between Tamarack Ave. and Kelly Dr. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 16 11 12:00 204 174 00:15 6 10 12:15 196 185 00:30 5 14 12:30 168 181 00:45 7 34 15 50 84 12:45 159 727 189 729 1456 01:00 3 13 13:00 162 196 01:15 10 9 13:15 169 214 01:30 10 6 13:30 193 222 01:45 1 24 3 31 55 13:45 244 768 230 862 1630 02:00 7 5 14:00 242 214 02:15 4 3 14:15 303 333 02:30 0 6 14:30 354 305 02:45 11 22 3 17 39 14:45 302 1201 325 1177 2378 03:00 5 5 15:00 299 196 03:15 3 7 15:15 307 199 03:30 0 17 15:30 378 214 03:45 7 15 18 47 62 15:45 370 1354 159 768 2122 04:00 6 15 16:00 279 163 04:15 4 16 16:15 434 166 04:30 3 32 16:30 402 217 04:45 9 22 41 104 126 16:45 450 1565 185 731 2296 05:00 8 48 17:00 457 163 05:15 13 72 17:15 638 154 05:30 16 114 17:30 468 174 05:45 24 61 152 386 447 17:45 425 1988 175 666 2654 06:00 40 114 18:00 313 181 06:15 44 173 18:15 269 152 06:30 58 276 18:30 222 136 06:45 84 226 348 911 1137 18:45 241 1045 122 591 1636 07:00 224 324 19:00 176 120 07:15 189 383 19:15 199 104 07:30 165 427 19:30 123 74 07:45 147 725 443 1577 2302 19:45 146 644 96 394 1038 08:00 145 392 20:00 115 99 08:15 143 322 20:15 107 90 08:30 151 331 20:30 97 98 08:45 142 581 327 1372 1953 20:45 114 433 87 374 807 09:00 143 233 21:00 77 74 09:15 151 186 21:15 67 75 09:30 126 184 21:30 56 59 09:45 123 543 213 816 1359 21:45 52 252 60 268 520 10:00 114 180 22:00 55 65 10:15 126 138 22:15 41 28 10:30 132 144 22:30 54 24 10:45 155 527 174 636 1163 22:45 39 189 29 146 335 11:00 146 185 23:00 26 26 11:15 194 181 23:15 29 20 11:30 168 186 23:30 37 21 11:45 208 716 196 748 1464 23:45 23 115 14 81 196 Total Vol.3496 6695 10191 10281 6787 17068 GPS Coordinates: NB SB EB WB Combined 13777 13482 27259 Split %34.3%65.7%37.4%60.2%39.8%62.6% Peak Hour 11:30 07:15 07:00 16:45 14:00 16:45 Volume 776 1645 2302 2013 1177 2689 P.H.F.0.93 0.93 0.97 0.79 0.88 0.85 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Tamarack Ave. & Kelly Dr. NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts. PM Project#Tuesday, September 13, 2016 AM Daily Totals 16-1257-006 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 21 16 12:00 276 167 00:15 10 19 12:15 182 178 00:30 8 11 12:30 232 181 00:45 7 46 10 56 102 12:45 194 884 196 722 1606 01:00 9 7 13:00 223 214 01:15 5 4 13:15 248 199 01:30 6 8 13:30 267 211 01:45 12 32 5 24 56 13:45 235 973 236 860 1833 02:00 4 9 14:00 212 214 02:15 0 6 14:15 221 241 02:30 4 3 14:30 227 322 02:45 9 17 2 20 37 14:45 346 1006 325 1102 2108 03:00 1 5 15:00 380 285 03:15 0 8 15:15 410 277 03:30 4 5 15:30 328 278 03:45 2 7 16 34 41 15:45 383 1501 285 1125 2626 04:00 3 20 16:00 420 263 04:15 8 28 16:15 372 239 04:30 10 24 16:30 318 233 04:45 10 31 41 113 144 16:45 377 1487 230 965 2452 05:00 19 45 17:00 436 241 05:15 16 85 17:15 425 214 05:30 17 133 17:30 368 159 05:45 27 79 131 394 473 17:45 411 1640 163 777 2417 06:00 36 154 18:00 403 166 06:15 60 185 18:15 454 154 06:30 92 199 18:30 282 143 06:45 94 282 325 863 1145 18:45 268 1407 133 596 2003 07:00 196 355 19:00 231 130 07:15 199 344 19:15 191 122 07:30 158 412 19:30 159 100 07:45 152 705 422 1533 2238 19:45 151 732 74 426 1158 08:00 181 367 20:00 122 75 08:15 178 352 20:15 98 50 08:30 150 328 20:30 52 59 08:45 183 692 285 1332 2024 20:45 77 349 60 244 593 09:00 151 289 21:00 74 65 09:15 166 266 21:15 63 74 09:30 127 241 21:30 55 75 09:45 181 625 241 1037 1662 21:45 49 241 50 264 505 10:00 149 222 22:00 53 58 10:15 175 208 22:15 46 28 10:30 178 214 22:30 26 24 10:45 161 663 185 829 1492 22:45 24 149 26 136 285 11:00 225 196 23:00 24 33 11:15 170 199 23:15 18 30 11:30 278 187 23:30 23 32 11:45 261 934 174 756 1690 23:45 14 79 21 116 195 Total Vol.4113 6991 11104 10448 7333 17781 GPS Coordinates: NB SB EB WB Combined 14561 14324 28885 Split %37.0%63.0%38.4%58.8%41.2%61.6% Peak Hour 11:30 07:30 07:00 17:00 14:30 15:15 Volume 997 1553 2238 1640 1209 2644 P.H.F.0.90 0.92 0.97 0.94 0.93 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# El Camino Real btwn. Tamarack Ave. & Kelly Dr. Wednesday, September 14, 2016 16-1257-006 Daily Totals NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts. Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 14 0 0 12:00 240 171 0 0 00:15 8 15 0 0 12:15 189 182 0 0 00:30 7 13 0 0 12:30 200 181 0 0 00:45 7 40 13 53 0 0 0 0 93 12:45 177 806 193 726 0 0 0 0 1531 01:00 6 10 0 0 13:00 193 205 0 0 01:15 8 7 0 0 13:15 209 207 0 0 01:30 8 7 0 0 13:30 230 217 0 0 01:45 7 28 4 28 0 0 0 0 56 13:45 240 871 233 861 0 0 0 0 1732 02:00 6 7 0 0 14:00 227 214 0 0 02:15 2 5 0 0 14:15 262 287 0 0 02:30 2 5 0 0 14:30 291 314 0 0 02:45 10 20 3 19 0 0 0 0 38 14:45 324 1104 325 1140 0 0 0 0 2243 03:00 3 5 0 0 15:00 340 241 0 0 03:15 2 8 0 0 15:15 359 238 0 0 03:30 2 11 0 0 15:30 353 246 0 0 03:45 5 11 17 41 0 0 0 0 52 15:45 377 1428 222 947 0 0 0 0 2374 04:00 5 18 0 0 16:00 350 213 0 0 04:15 6 22 0 0 16:15 403 203 0 0 04:30 7 28 0 0 16:30 360 225 0 0 04:45 10 27 41 109 0 0 0 0 135 16:45 414 1526 208 848 0 0 0 0 2374 05:00 14 47 0 0 17:00 447 202 0 0 05:15 15 79 0 0 17:15 532 184 0 0 05:30 17 124 0 0 17:30 418 167 0 0 05:45 26 70 142 390 0 0 0 0 460 17:45 418 1814 169 722 0 0 0 0 2536 06:00 38 134 0 0 18:00 358 174 0 0 06:15 52 179 0 0 18:15 362 153 0 0 06:30 75 238 0 0 18:30 252 140 0 0 06:45 89 254 337 887 0 0 0 0 1141 18:45 255 1226 128 594 0 0 0 0 1820 07:00 210 340 0 0 19:00 204 125 0 0 07:15 194 364 0 0 19:15 195 113 0 0 07:30 162 420 0 0 19:30 141 87 0 0 07:45 150 715 433 1555 0 0 0 0 2270 19:45 149 688 85 410 0 0 0 0 1098 08:00 163 380 0 0 20:00 119 87 0 0 08:15 161 337 0 0 20:15 103 70 0 0 08:30 151 330 0 0 20:30 75 79 0 0 08:45 163 637 306 1352 0 0 0 0 1989 20:45 96 391 74 309 0 0 0 0 700 09:00 147 261 0 0 21:00 76 70 0 0 09:15 159 226 0 0 21:15 65 75 0 0 09:30 127 213 0 0 21:30 56 67 0 0 09:45 152 584 227 927 0 0 0 0 1511 21:45 51 247 55 266 0 0 0 0 513 10:00 132 201 0 0 22:00 54 62 0 0 10:15 151 173 0 0 22:15 44 28 0 0 10:30 155 179 0 0 22:30 40 24 0 0 10:45 158 595 180 733 0 0 0 0 1328 22:45 32 169 28 141 0 0 0 0 310 11:00 186 191 0 0 23:00 25 30 0 0 11:15 182 190 0 0 23:15 24 25 0 0 11:30 223 187 0 0 23:30 30 27 0 0 11:45 235 825 185 752 0 0 0 0 1577 23:45 19 97 18 99 0 0 0 0 196 Total Vol.3805 6843 10648 10365 7060 17425 GPS Coordinates: NB SB Combined 14169 13903 28072 Split %35.7%64.3%37.9%59.5%40.5%62.1% Peak Hour 11:30 07:15 07:00 17:00 14:15 16:30 Volume 887 1595 2270 1814 1166 2570 P.H.F.0.92 0.92 0.98 0.85 0.90 0.90 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-006Project# El Camino Real btwn. Tamarack Ave. & Kelly Dr. Tuesday, September 13, 2016 Wednesday, September 14, 2016 NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts. AM PM Daily Totals 2-DAY AVERAGE 0 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 7 Loca on: El Camino Real between Jackspar Dr. and College Blvd. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 33 12:00 201 283 00:15 15 24 12:15 213 327 00:30 13 12 12:30 209 276 00:45 9 46 15 84 130 12:45 236 859 273 1159 2018 01:00 7 35 13:00 235 279 01:15 1 7 13:15 235 289 01:30 2 11 13:30 219 199 01:45 5 15 6 59 74 13:45 210 899 264 1031 1930 02:00 5 4 14:00 235 268 02:15 8 7 14:15 203 264 02:30 7 4 14:30 218 366 02:45 6 26 12 27 53 14:45 218 874 358 1256 2130 03:00 8 4 15:00 201 357 03:15 10 3 15:15 218 366 03:30 25 6 15:30 210 488 03:45 57 100 4 17 117 15:45 222 851 452 1663 2514 04:00 57 6 16:00 199 522 04:15 70 5 16:15 219 513 04:30 90 7 16:30 206 511 04:45 170 387 14 32 419 16:45 231 855 583 2129 2984 05:00 120 16 17:00 214 665 05:15 143 10 17:15 208 753 05:30 200 17 17:30 236 549 05:45 344 807 29 72 879 17:45 198 856 513 2480 3336 06:00 240 38 18:00 201 440 06:15 285 54 18:15 182 395 06:30 322 66 18:30 178 319 06:45 540 1387 101 259 1646 18:45 167 728 260 1414 2142 07:00 522 105 19:00 133 249 07:15 550 104 19:15 132 227 07:30 584 136 19:30 115 162 07:45 687 2343 153 498 2841 19:45 111 491 161 799 1290 08:00 606 152 20:00 122 151 08:15 563 179 20:15 110 156 08:30 478 178 20:30 119 146 08:45 420 2067 214 723 2790 20:45 129 480 134 587 1067 09:00 365 203 21:00 110 156 09:15 289 178 21:15 98 128 09:30 254 221 21:30 88 91 09:45 254 1162 197 799 1961 21:45 85 381 84 459 840 10:00 211 198 22:00 70 85 10:15 226 196 22:15 77 84 10:30 179 215 22:30 66 78 10:45 216 832 226 835 1667 22:45 65 278 49 296 574 11:00 221 216 23:00 56 54 11:15 209 217 23:15 59 37 11:30 212 245 23:30 63 39 11:45 193 835 290 968 1803 23:45 57 235 30 160 395 Total Vol.10007 4373 14380 7787 13433 21220 GPS Coordinates: NB SB EB WB Combined 17794 17806 35600 Split %69.6% 30.4%40.4%36.7%63.3%59.6% Peak Hour 07:30 11:45 07:30 12:45 16:45 16:45 Volume 2440 1176 3060 925 2550 3439 P.H.F.0.89 0.90 0.91 0.98 0.85 0.89 PM Project# College Blvd. Wednesday, July 27, 2016 AM Daily Totals 16-1257-007 DAY 1 33.145473, -117.287109 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Jackspar Dr./Rancho Carlsbad Dr. & Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 11 31 12:00 262 300 00:15 14 18 12:15 282 278 00:30 6 19 12:30 247 308 00:45 8 39 10 78 117 12:45 276 1067 267 1153 2220 01:00 8 27 13:00 292 255 01:15 6 15 13:15 283 249 01:30 10 8 13:30 285 278 01:45 7 31 11 61 92 13:45 275 1135 282 1064 2199 02:00 2 4 14:00 254 259 02:15 3 9 14:15 242 276 02:30 10 8 14:30 254 405 02:45 21 36 11 32 68 14:45 238 988 349 1289 2277 03:00 22 3 15:00 238 347 03:15 46 1 15:15 263 323 03:30 59 5 15:30 244 478 03:45 74 201 2 11 212 15:45 258 1003 467 1615 2618 04:00 52 9 16:00 245 503 04:15 56 7 16:15 258 554 04:30 72 9 16:30 232 547 04:45 102 282 16 41 323 16:45 289 1024 616 2220 3244 05:00 78 15 17:00 255 690 05:15 111 13 17:15 237 760 05:30 153 20 17:30 204 772 05:45 228 570 30 78 648 17:45 231 927 640 2862 3789 06:00 153 34 18:00 187 427 06:15 194 53 18:15 213 433 06:30 265 69 18:30 179 323 06:45 341 953 114 270 1223 18:45 177 756 321 1504 2260 07:00 349 129 19:00 145 284 07:15 392 107 19:15 176 260 07:30 463 140 19:30 144 196 07:45 506 1710 150 526 2236 19:45 130 595 169 909 1504 08:00 437 162 20:00 154 175 08:15 401 173 20:15 138 150 08:30 405 187 20:30 144 131 08:45 388 1631 228 750 2381 20:45 142 578 148 604 1182 09:00 325 217 21:00 120 122 09:15 302 185 21:15 122 106 09:30 291 191 21:30 119 116 09:45 263 1181 183 776 1957 21:45 108 469 68 412 881 10:00 248 224 22:00 107 93 10:15 228 212 22:15 94 65 10:30 244 204 22:30 83 77 10:45 215 935 200 840 1775 22:45 86 370 55 290 660 11:00 226 212 23:00 63 65 11:15 236 226 23:15 63 34 11:30 234 268 23:30 55 40 11:45 239 935 278 984 1919 23:45 51 232 28 167 399 Total Vol.8504 4447 12951 9144 14089 23233 GPS Coordinates: NB SB EB WB Combined 17648 18536 36184 Split %65.7% 34.3%35.8%39.4%60.6%64.2% Peak Hour 07:30 11:45 07:30 12:45 17:00 16:45 Volume 1807 1164 2432 1136 2862 3823 P.H.F.0.89 0.94 0.93 0.97 0.93 0.96 33.145473, -117.287109 AM PM Project# El Camino Real btwn. Jackspar Dr./Rancho Carlsbad Dr. & Thursday, July 28, 2016 16-1257-007 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 10 32 12:00 0 0 232 292 00:15 0 0 15 21 12:15 0 0 248 303 00:30 0 0 10 16 12:30 0 0 228 292 00:45 0 0 0 0 9 43 13 81 124 12:45 0 0 0 0 256 963 270 1156 2119 01:00 0 0 8 31 13:00 0 0 264 267 01:15 0 0 4 11 13:15 0 0 259 269 01:30 0 0 6 10 13:30 0 0 252 239 01:45 0 0 0 0 6 23 9 60 83 13:45 0 0 0 0 243 1017 273 1048 2065 02:00 0 0 4 4 14:00 0 0 245 264 02:15 0 0 6 8 14:15 0 0 223 270 02:30 0 0 9 6 14:30 0 0 236 386 02:45 0 0 0 0 14 31 12 30 61 14:45 0 0 0 0 228 931 354 1273 2204 03:00 0 0 15 4 15:00 0 0 220 352 03:15 0 0 28 2 15:15 0 0 241 345 03:30 0 0 42 6 15:30 0 0 227 483 03:45 0 0 0 0 66 151 3 14 165 15:45 0 0 0 0 240 927 460 1639 2566 04:00 0 0 55 8 16:00 0 0 222 513 04:15 0 0 63 6 16:15 0 0 239 534 04:30 0 0 81 8 16:30 0 0 219 529 04:45 0 0 0 0 136 335 15 37 371 16:45 0 0 0 0 260 940 600 2175 3114 05:00 0 0 99 16 17:00 0 0 235 678 05:15 0 0 127 12 17:15 0 0 223 757 05:30 0 0 177 19 17:30 0 0 220 661 05:45 0 0 0 0 286 689 30 75 764 17:45 0 0 0 0 215 892 577 2671 3563 06:00 0 0 197 36 18:00 0 0 194 434 06:15 0 0 240 54 18:15 0 0 198 414 06:30 0 0 294 68 18:30 0 0 179 321 06:45 0 0 0 0 441 1170 108 265 1435 18:45 0 0 0 0 172 742 291 1459 2201 07:00 0 0 436 117 19:00 0 0 139 267 07:15 0 0 471 106 19:15 0 0 154 244 07:30 0 0 524 138 19:30 0 0 130 179 07:45 0 0 0 0 597 2027 152 512 2539 19:45 0 0 0 0 121 543 165 854 1397 08:00 0 0 522 157 20:00 0 0 138 163 08:15 0 0 482 176 20:15 0 0 124 153 08:30 0 0 442 183 20:30 0 0 132 139 08:45 0 0 0 0 404 1849 221 737 2586 20:45 0 0 0 0 136 529 141 596 1125 09:00 0 0 345 210 21:00 0 0 115 139 09:15 0 0 296 182 21:15 0 0 110 117 09:30 0 0 273 206 21:30 0 0 104 104 09:45 0 0 0 0 259 1172 190 788 1959 21:45 0 0 0 0 97 425 76 436 861 10:00 0 0 230 211 22:00 0 0 89 89 10:15 0 0 227 204 22:15 0 0 86 75 10:30 0 0 212 210 22:30 0 0 75 78 10:45 0 0 0 0 216 884 213 838 1721 22:45 0 0 0 0 76 324 52 293 617 11:00 0 0 224 214 23:00 0 0 60 60 11:15 0 0 223 222 23:15 0 0 61 36 11:30 0 0 223 257 23:30 0 0 59 40 11:45 0 0 0 0 216 885 284 976 1861 23:45 0 0 0 0 54 234 29 164 397 Total Vol.9256 4410 13666 8466 13761 22227 GPS Coordinates: NB SB Combined 17721 18171 35892 Split %67.7% 32.3%38.1%38.1%61.9%61.9% Peak Hour 07:30 11:45 07:30 12:45 16:45 16:45 Volume 2124 1170 2746 1031 2694 3631 P.H.F.0.89 0.97 0.92 0.98 0.89 0.93 Daily Totals 2-DAY AVERAGE 33.145473, -117.287109 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-007Project# El Camino Real btwn. Jackspar Dr./Rancho Carlsbad Dr. & Wednesday, July 27, 2016 Thursday, July 28, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 8 Loca on: El Camino Real between Faraday Ave. and Palomar Airport Rd. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 27 10 12:00 292 354 00:15 16 12 12:15 309 357 00:30 4 11 12:30 319 286 00:45 15 62 5 38 100 12:45 363 1283 298 1295 2578 01:00 14 9 13:00 328 317 01:15 8 8 13:15 346 334 01:30 9 5 13:30 261 271 01:45 7 38 6 28 66 13:45 303 1238 285 1207 2445 02:00 1 10 14:00 258 269 02:15 5 7 14:15 279 263 02:30 4 6 14:30 298 302 02:45 5 15 4 27 42 14:45 309 1144 267 1101 2245 03:00 11 6 15:00 276 274 03:15 11 7 15:15 300 307 03:30 11 5 15:30 333 289 03:45 16 49 27 45 94 15:45 289 1198 337 1207 2405 04:00 6 19 16:00 336 331 04:15 30 17 16:15 352 316 04:30 31 26 16:30 361 355 04:45 60 127 56 118 245 16:45 374 1423 382 1384 2807 05:00 41 50 17:00 432 421 05:15 59 36 17:15 411 368 05:30 64 88 17:30 363 390 05:45 103 267 161 335 602 17:45 349 1555 310 1489 3044 06:00 110 127 18:00 312 302 06:15 126 146 18:15 286 246 06:30 139 170 18:30 211 236 06:45 229 604 247 690 1294 18:45 187 996 194 978 1974 07:00 231 334 19:00 191 186 07:15 218 315 19:15 164 145 07:30 265 365 19:30 123 140 07:45 338 1052 420 1434 2486 19:45 126 604 106 577 1181 08:00 324 427 20:00 127 120 08:15 363 375 20:15 110 96 08:30 313 388 20:30 118 106 08:45 315 1315 372 1562 2877 20:45 107 462 113 435 897 09:00 302 304 21:00 137 82 09:15 276 280 21:15 105 79 09:30 271 274 21:30 77 68 09:45 204 1053 281 1139 2192 21:45 71 390 56 285 675 10:00 211 213 22:00 79 39 10:15 239 257 22:15 70 35 10:30 264 238 22:30 44 31 10:45 244 958 255 963 1921 22:45 39 232 30 135 367 11:00 245 279 23:00 43 21 11:15 216 308 23:15 31 32 11:30 251 297 23:30 28 32 11:45 302 1014 313 1197 2211 23:45 20 122 23 108 230 Total Vol.6554 7576 14130 10647 10201 20848 GPS Coordinates: NB SB EB WB Combined 17201 17777 34978 Split %46.4%53.6%40.4%51.1%48.9%59.6% Peak Hour 07:45 07:45 07:45 16:45 16:45 16:45 Volume 1338 1610 2948 1580 1561 3141 P.H.F.0.92 0.94 0.97 0.91 0.93 0.92 PM Project#Tuesday, July 26, 2016 AM Daily Totals 16-1257-008 DAY 1 33.135517, -117.272269 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 23 15 12:00 289 390 00:15 16 15 12:15 301 354 00:30 14 7 12:30 310 323 00:45 11 64 10 47 111 12:45 333 1233 313 1380 2613 01:00 16 8 13:00 335 305 01:15 7 9 13:15 284 332 01:30 6 10 13:30 303 308 01:45 9 38 11 38 76 13:45 329 1251 331 1276 2527 02:00 8 14 14:00 279 295 02:15 5 5 14:15 296 279 02:30 4 2 14:30 315 311 02:45 10 27 8 29 56 14:45 274 1164 260 1145 2309 03:00 2 1 15:00 302 332 03:15 9 4 15:15 253 321 03:30 10 3 15:30 329 369 03:45 18 39 24 32 71 15:45 337 1221 336 1358 2579 04:00 12 22 16:00 344 369 04:15 23 18 16:15 364 330 04:30 31 28 16:30 352 367 04:45 64 130 58 126 256 16:45 363 1423 405 1471 2894 05:00 42 41 17:00 422 407 05:15 45 47 17:15 463 437 05:30 72 73 17:30 403 338 05:45 107 266 161 322 588 17:45 388 1676 298 1480 3156 06:00 99 123 18:00 349 300 06:15 123 133 18:15 318 273 06:30 132 193 18:30 253 210 06:45 202 556 248 697 1253 18:45 246 1166 206 989 2155 07:00 231 334 19:00 185 173 07:15 218 295 19:15 223 175 07:30 276 412 19:30 155 142 07:45 338 1063 449 1490 2553 19:45 134 697 100 590 1287 08:00 325 399 20:00 136 122 08:15 328 352 20:15 131 95 08:30 313 365 20:30 118 114 08:45 334 1300 405 1521 2821 20:45 110 495 115 446 941 09:00 325 276 21:00 107 67 09:15 318 302 21:15 101 74 09:30 242 316 21:30 85 80 09:45 232 1117 269 1163 2280 21:45 60 353 47 268 621 10:00 231 282 22:00 78 54 10:15 216 243 22:15 53 56 10:30 214 250 22:30 56 33 10:45 245 906 266 1041 1947 22:45 42 229 26 169 398 11:00 223 265 23:00 48 36 11:15 245 322 23:15 27 39 11:30 280 335 23:30 35 25 11:45 291 1039 330 1252 2291 23:45 19 129 27 127 256 Total Vol.6545 7758 14303 11037 10699 21736 GPS Coordinates: NB SB EB WB Combined 17582 18457 36039 Split %45.8%54.2%39.7%50.8%49.2%60.3% Peak Hour 07:45 07:30 07:30 17:00 16:30 16:45 Volume 1304 1612 2879 1676 1616 3238 P.H.F.0.96 0.90 0.91 0.90 0.92 0.90 33.135517, -117.272269 AM PM Project# El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Wednesday, July 27, 2016 16-1257-008 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 25 13 0 0 12:00 291 372 0 0 00:15 16 14 0 0 12:15 305 356 0 0 00:30 9 9 0 0 12:30 315 305 0 0 00:45 13 63 8 43 0 0 0 0 106 12:45 348 1258 306 1338 0 0 0 0 2596 01:00 15 9 0 0 13:00 332 311 0 0 01:15 8 9 0 0 13:15 315 333 0 0 01:30 8 8 0 0 13:30 282 290 0 0 01:45 8 38 9 33 0 0 0 0 71 13:45 316 1245 308 1242 0 0 0 0 2486 02:00 5 12 0 0 14:00 269 282 0 0 02:15 5 6 0 0 14:15 288 271 0 0 02:30 4 4 0 0 14:30 307 307 0 0 02:45 8 21 6 28 0 0 0 0 49 14:45 292 1154 264 1123 0 0 0 0 2277 03:00 7 4 0 0 15:00 289 303 0 0 03:15 10 6 0 0 15:15 277 314 0 0 03:30 11 4 0 0 15:30 331 329 0 0 03:45 17 44 26 39 0 0 0 0 83 15:45 313 1210 337 1283 0 0 0 0 2492 04:00 9 21 0 0 16:00 340 350 0 0 04:15 27 18 0 0 16:15 358 323 0 0 04:30 31 27 0 0 16:30 357 361 0 0 04:45 62 129 57 122 0 0 0 0 251 16:45 369 1423 394 1428 0 0 0 0 2851 05:00 42 46 0 0 17:00 427 414 0 0 05:15 52 42 0 0 17:15 437 403 0 0 05:30 68 81 0 0 17:30 383 364 0 0 05:45 105 267 161 329 0 0 0 0 595 17:45 369 1616 304 1485 0 0 0 0 3100 06:00 105 125 0 0 18:00 331 301 0 0 06:15 125 140 0 0 18:15 302 260 0 0 06:30 136 182 0 0 18:30 232 223 0 0 06:45 216 580 248 694 0 0 0 0 1274 18:45 217 1081 200 984 0 0 0 0 2065 07:00 231 334 0 0 19:00 188 180 0 0 07:15 218 305 0 0 19:15 194 160 0 0 07:30 271 389 0 0 19:30 139 141 0 0 07:45 338 1058 435 1462 0 0 0 0 2520 19:45 130 651 103 584 0 0 0 0 1234 08:00 325 413 0 0 20:00 132 121 0 0 08:15 346 364 0 0 20:15 121 96 0 0 08:30 313 377 0 0 20:30 118 110 0 0 08:45 325 1308 389 1542 0 0 0 0 2849 20:45 109 479 114 441 0 0 0 0 919 09:00 314 290 0 0 21:00 122 75 0 0 09:15 297 291 0 0 21:15 103 77 0 0 09:30 257 295 0 0 21:30 81 74 0 0 09:45 218 1085 275 1151 0 0 0 0 2236 21:45 66 372 52 277 0 0 0 0 648 10:00 221 248 0 0 22:00 79 47 0 0 10:15 228 250 0 0 22:15 62 46 0 0 10:30 239 244 0 0 22:30 50 32 0 0 10:45 245 932 261 1002 0 0 0 0 1934 22:45 41 231 28 152 0 0 0 0 383 11:00 234 272 0 0 23:00 46 29 0 0 11:15 231 315 0 0 23:15 29 36 0 0 11:30 266 316 0 0 23:30 32 29 0 0 11:45 297 1027 322 1225 0 0 0 0 2251 23:45 20 126 25 118 0 0 0 0 243 Total Vol.6550 7667 14217 10842 10450 21292 GPS Coordinates: NB SB Combined 17392 18117 35509 Split %46.1%53.9%40.0%50.9%49.1%60.0% Peak Hour 07:45 07:30 07:45 16:45 16:45 16:45 Volume 1321 1600 2909 1616 1574 3190 P.H.F.0.96 0.92 0.94 0.92 0.95 0.95 Daily Totals 2-DAY AVERAGE 33.135517, -117.272269 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-008Project# El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Tuesday, July 26, 2016 Wednesday, July 27, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 9 Loca on: El Camino Real between Arenal Rd. and Costa Del Mar Rd. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 33 21 12:00 403 457 00:15 39 20 12:15 377 467 00:30 33 27 12:30 347 432 00:45 25 130 10 78 208 12:45 399 1526 429 1785 3311 01:00 14 12 13:00 435 414 01:15 18 11 13:15 423 393 01:30 9 10 13:30 433 445 01:45 9 50 4 37 87 13:45 431 1722 436 1688 3410 02:00 14 9 14:00 436 424 02:15 15 8 14:15 407 513 02:30 10 9 14:30 393 484 02:45 7 46 10 36 82 14:45 410 1646 503 1924 3570 03:00 7 3 15:00 405 491 03:15 8 3 15:15 431 504 03:30 10 10 15:30 539 500 03:45 10 35 14 30 65 15:45 523 1898 471 1966 3864 04:00 14 21 16:00 530 509 04:15 17 24 16:15 537 565 04:30 15 34 16:30 570 493 04:45 27 73 67 146 219 16:45 626 2263 531 2098 4361 05:00 38 55 17:00 621 567 05:15 39 74 17:15 662 664 05:30 53 102 17:30 629 553 05:45 88 218 150 381 599 17:45 615 2527 493 2277 4804 06:00 77 183 18:00 555 466 06:15 135 229 18:15 563 438 06:30 154 284 18:30 472 383 06:45 206 572 382 1078 1650 18:45 358 1948 355 1642 3590 07:00 213 401 19:00 359 288 07:15 290 504 19:15 379 316 07:30 347 541 19:30 274 225 07:45 420 1270 591 2037 3307 19:45 300 1312 215 1044 2356 08:00 350 579 20:00 299 199 08:15 395 568 20:15 251 181 08:30 390 489 20:30 243 165 08:45 456 1591 563 2199 3790 20:45 232 1025 138 683 1708 09:00 371 486 21:00 221 112 09:15 373 479 21:15 222 105 09:30 339 481 21:30 166 92 09:45 366 1449 516 1962 3411 21:45 151 760 103 412 1172 10:00 321 442 22:00 167 75 10:15 352 470 22:15 125 70 10:30 328 440 22:30 119 64 10:45 340 1341 466 1818 3159 22:45 102 513 50 259 772 11:00 348 473 23:00 93 55 11:15 323 456 23:15 50 39 11:30 385 415 23:30 69 29 11:45 385 1441 491 1835 3276 23:45 46 258 22 145 403 Total Vol.8216 11637 19853 17398 15923 33321 GPS Coordinates: NB SB EB WB Combined 25614 27560 53174 Split %41.4%58.6%37.3%52.2%47.8%62.7% Peak Hour 08:15 07:30 07:30 16:45 16:45 16:45 Volume 1612 2279 3791 2538 2315 4853 P.H.F.0.88 0.96 0.94 0.96 0.87 0.91 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Arenal Rd. & Costa del Mar Rd. PM Project#Wednesday, August 03, 2016 AM Daily Totals 16-1257-009 DAY 1 33.0908, -117.2692 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 40 24 12:00 395 474 00:15 35 11 12:15 395 479 00:30 30 18 12:30 385 463 00:45 26 131 14 67 198 12:45 448 1623 490 1906 3529 01:00 22 17 13:00 401 436 01:15 20 10 13:15 447 481 01:30 19 9 13:30 440 434 01:45 21 82 10 46 128 13:45 423 1711 466 1817 3528 02:00 20 5 14:00 431 418 02:15 12 9 14:15 410 430 02:30 13 9 14:30 412 515 02:45 3 48 4 27 75 14:45 445 1698 501 1864 3562 03:00 6 7 15:00 415 476 03:15 17 5 15:15 471 520 03:30 12 9 15:30 521 513 03:45 13 48 18 39 87 15:45 571 1978 522 2031 4009 04:00 14 23 16:00 584 505 04:15 16 35 16:15 571 571 04:30 12 39 16:30 571 646 04:45 27 69 63 160 229 16:45 646 2372 584 2306 4678 05:00 29 46 17:00 623 611 05:15 37 83 17:15 619 629 05:30 62 122 17:30 600 612 05:45 105 233 166 417 650 17:45 618 2460 634 2486 4946 06:00 84 163 18:00 498 654 06:15 101 212 18:15 506 442 06:30 176 289 18:30 433 406 06:45 181 542 373 1037 1579 18:45 426 1863 376 1878 3741 07:00 215 417 19:00 355 247 07:15 280 466 19:15 386 301 07:30 302 554 19:30 350 259 07:45 422 1219 581 2018 3237 19:45 299 1390 241 1048 2438 08:00 359 499 20:00 252 206 08:15 380 600 20:15 266 190 08:30 379 539 20:30 243 178 08:45 448 1566 568 2206 3772 20:45 238 999 137 711 1710 09:00 392 471 21:00 218 126 09:15 357 502 21:15 224 137 09:30 330 466 21:30 182 120 09:45 381 1460 478 1917 3377 21:45 156 780 103 486 1266 10:00 310 380 22:00 162 81 10:15 341 440 22:15 133 71 10:30 349 433 22:30 127 74 10:45 316 1316 435 1688 3004 22:45 129 551 57 283 834 11:00 337 432 23:00 110 71 11:15 371 438 23:15 76 54 11:30 343 482 23:30 66 30 11:45 414 1465 538 1890 3355 23:45 53 305 41 196 501 Total Vol.8179 11512 19691 17730 17012 34742 GPS Coordinates: NB SB EB WB Combined 25909 28524 54433 Split %41.5%58.5%36.2%51.0%49.0%63.8% Peak Hour 08:15 07:30 08:15 16:45 17:15 17:00 Volume 1599 2234 3777 2488 2529 4946 P.H.F.0.89 0.93 0.93 0.96 0.97 0.99 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.0908, -117.2692 AM PM Project# El Camino Real btwn. Arenal Rd. & Costa del Mar Rd. Thursday, August 04, 2016 16-1257-009 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 37 23 0 0 12:00 399 466 0 0 00:15 37 16 0 0 12:15 386 473 0 0 00:30 32 23 0 0 12:30 366 448 0 0 00:45 26 131 12 73 0 0 0 0 203 12:45 424 1575 460 1846 0 0 0 0 3420 01:00 18 15 0 0 13:00 418 425 0 0 01:15 19 11 0 0 13:15 435 437 0 0 01:30 14 10 0 0 13:30 437 440 0 0 01:45 15 66 7 42 0 0 0 0 108 13:45 427 1717 451 1753 0 0 0 0 3469 02:00 17 7 0 0 14:00 434 421 0 0 02:15 14 9 0 0 14:15 409 472 0 0 02:30 12 9 0 0 14:30 403 500 0 0 02:45 5 47 7 32 0 0 0 0 79 14:45 428 1672 502 1894 0 0 0 0 3566 03:00 7 5 0 0 15:00 410 484 0 0 03:15 13 4 0 0 15:15 451 512 0 0 03:30 11 10 0 0 15:30 530 507 0 0 03:45 12 42 16 35 0 0 0 0 76 15:45 547 1938 497 1999 0 0 0 0 3937 04:00 14 22 0 0 16:00 557 507 0 0 04:15 17 30 0 0 16:15 554 568 0 0 04:30 14 37 0 0 16:30 571 570 0 0 04:45 27 71 65 153 0 0 0 0 224 16:45 636 2318 558 2202 0 0 0 0 4520 05:00 34 51 0 0 17:00 622 589 0 0 05:15 38 79 0 0 17:15 641 647 0 0 05:30 58 112 0 0 17:30 615 583 0 0 05:45 97 226 158 399 0 0 0 0 625 17:45 617 2494 564 2382 0 0 0 0 4875 06:00 81 173 0 0 18:00 527 560 0 0 06:15 118 221 0 0 18:15 535 440 0 0 06:30 165 287 0 0 18:30 453 395 0 0 06:45 194 557 378 1058 0 0 0 0 1615 18:45 392 1906 366 1760 0 0 0 0 3666 07:00 214 409 0 0 19:00 357 268 0 0 07:15 285 485 0 0 19:15 383 309 0 0 07:30 325 548 0 0 19:30 312 242 0 0 07:45 421 1245 586 2028 0 0 0 0 3272 19:45 300 1351 228 1046 0 0 0 0 2397 08:00 355 539 0 0 20:00 276 203 0 0 08:15 388 584 0 0 20:15 259 186 0 0 08:30 385 514 0 0 20:30 243 172 0 0 08:45 452 1579 566 2203 0 0 0 0 3781 20:45 235 1012 138 697 0 0 0 0 1709 09:00 382 479 0 0 21:00 220 119 0 0 09:15 365 491 0 0 21:15 223 121 0 0 09:30 335 474 0 0 21:30 174 106 0 0 09:45 374 1455 497 1940 0 0 0 0 3394 21:45 154 770 103 449 0 0 0 0 1219 10:00 316 411 0 0 22:00 165 78 0 0 10:15 347 455 0 0 22:15 129 71 0 0 10:30 339 437 0 0 22:30 123 69 0 0 10:45 328 1329 451 1753 0 0 0 0 3082 22:45 116 532 54 271 0 0 0 0 803 11:00 343 453 0 0 23:00 102 63 0 0 11:15 347 447 0 0 23:15 63 47 0 0 11:30 364 449 0 0 23:30 68 30 0 0 11:45 400 1453 515 1863 0 0 0 0 3316 23:45 50 282 32 171 0 0 0 0 452 Total Vol.8198 11575 19772 17564 16468 34032 GPS Coordinates: NB SB Combined 25762 28042 53804 Split %41.5%58.5%36.7%51.6%48.4%63.3% Peak Hour 08:15 07:30 08:00 16:45 17:00 16:45 Volume 1606 2257 3781 2513 2382 4889 P.H.F.0.89 0.96 0.93 0.98 0.92 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-009Project# El Camino Real btwn. Arenal Rd. & Costa del Mar Rd. Wednesday, August 03, 2016 Thursday, August 04, 2016 AM PM Daily Totals 2-DAY AVERAGE 33.0908, -117.2692 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 10 Loca on: El Camino Real between Levante St. and Calle Barcelona Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 9 12:00 295 314 00:15 8 8 12:15 279 366 00:30 14 6 12:30 305 343 00:45 10 45 8 31 76 12:45 329 1208 316 1339 2547 01:00 9 9 13:00 301 314 01:15 6 7 13:15 329 289 01:30 4 6 13:30 298 365 01:45 8 27 3 25 52 13:45 334 1262 323 1291 2553 02:00 2 1 14:00 301 335 02:15 2 6 14:15 276 352 02:30 6 3 14:30 350 354 02:45 2 12 3 13 25 14:45 332 1259 331 1372 2631 03:00 4 0 15:00 354 342 03:15 2 2 15:15 379 339 03:30 6 5 15:30 425 385 03:45 9 21 8 15 36 15:45 428 1586 336 1402 2988 04:00 8 6 16:00 395 360 04:15 7 13 16:15 442 370 04:30 12 20 16:30 467 338 04:45 17 44 32 71 115 16:45 452 1756 335 1403 3159 05:00 13 24 17:00 446 383 05:15 25 21 17:15 496 376 05:30 31 32 17:30 451 326 05:45 39 108 67 144 252 17:45 347 1740 341 1426 3166 06:00 51 69 18:00 397 298 06:15 62 103 18:15 368 304 06:30 92 140 18:30 254 232 06:45 100 305 230 542 847 18:45 251 1270 234 1068 2338 07:00 111 253 19:00 239 186 07:15 134 325 19:15 249 195 07:30 220 403 19:30 203 159 07:45 225 690 404 1385 2075 19:45 208 899 170 710 1609 08:00 219 432 20:00 187 142 08:15 255 424 20:15 173 132 08:30 204 395 20:30 173 109 08:45 291 969 449 1700 2669 20:45 160 693 114 497 1190 09:00 235 382 21:00 152 85 09:15 223 358 21:15 116 79 09:30 225 390 21:30 92 63 09:45 244 927 366 1496 2423 21:45 94 454 71 298 752 10:00 242 327 22:00 81 59 10:15 224 370 22:15 63 54 10:30 261 331 22:30 60 35 10:45 253 980 345 1373 2353 22:45 42 246 34 182 428 11:00 266 341 23:00 55 33 11:15 262 331 23:15 26 22 11:30 287 361 23:30 28 17 11:45 299 1114 377 1410 2524 23:45 16 125 20 92 217 Total Vol.5242 8205 13447 12498 11080 23578 GPS Coordinates: NB SB EB WB Combined 17740 19285 37025 Split %39.0%61.0%36.3%53.0%47.0%63.7% Peak Hour 11:45 08:00 08:00 16:30 15:30 16:30 Volume 1178 1700 2669 1861 1451 3293 P.H.F.0.97 0.95 0.90 0.94 0.94 0.94 PM Project#Wednesday, August 03, 2016 AM Daily Totals 16-1257-010 DAY 1 33.0762, -117.2644 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 El Camino Real btwn. Levante St. & Calle Barcelona Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 17 14 12:00 325 357 00:15 16 5 12:15 292 357 00:30 10 14 12:30 347 346 00:45 16 59 9 42 101 12:45 307 1271 357 1417 2688 01:00 10 12 13:00 326 325 01:15 11 5 13:15 331 350 01:30 5 12 13:30 327 348 01:45 3 29 6 35 64 13:45 323 1307 363 1386 2693 02:00 9 2 14:00 308 294 02:15 2 8 14:15 362 347 02:30 0 2 14:30 335 335 02:45 2 13 2 14 27 14:45 321 1326 373 1349 2675 03:00 2 4 15:00 361 343 03:15 3 3 15:15 413 346 03:30 5 3 15:30 419 399 03:45 4 14 10 20 34 15:45 432 1625 341 1429 3054 04:00 12 7 16:00 468 400 04:15 3 6 16:15 432 431 04:30 8 12 16:30 473 459 04:45 17 40 36 61 101 16:45 460 1833 432 1722 3555 05:00 16 15 17:00 433 438 05:15 17 22 17:15 512 425 05:30 35 39 17:30 465 391 05:45 51 119 75 151 270 17:45 406 1816 436 1690 3506 06:00 50 66 18:00 333 418 06:15 77 103 18:15 362 344 06:30 90 142 18:30 331 282 06:45 92 309 220 531 840 18:45 267 1293 239 1283 2576 07:00 117 230 19:00 274 165 07:15 162 285 19:15 242 179 07:30 231 402 19:30 194 159 07:45 227 737 410 1327 2064 19:45 211 921 155 658 1579 08:00 241 365 20:00 169 130 08:15 237 480 20:15 179 143 08:30 243 438 20:30 150 125 08:45 283 1004 425 1708 2712 20:45 169 667 113 511 1178 09:00 270 361 21:00 157 84 09:15 228 381 21:15 139 89 09:30 222 365 21:30 103 76 09:45 231 951 390 1497 2448 21:45 89 488 50 299 787 10:00 210 292 22:00 105 56 10:15 278 316 22:15 58 50 10:30 265 338 22:30 69 41 10:45 238 991 352 1298 2289 22:45 54 286 39 186 472 11:00 258 324 23:00 48 38 11:15 291 353 23:15 42 30 11:30 292 370 23:30 30 24 11:45 280 1121 381 1428 2549 23:45 19 139 28 120 259 Total Vol.5387 8112 13499 12972 12050 25022 GPS Coordinates: NB SB EB WB Combined 18359 20162 38521 Split %39.9%60.1%35.0%51.8%48.2%65.0% Peak Hour 11:45 08:00 08:15 16:30 16:15 16:30 Volume 1244 1708 2737 1878 1760 3632 P.H.F.0.90 0.89 0.95 0.92 0.96 0.97 33.0762, -117.2644 AM PM Project# El Camino Real btwn. Levante St. & Calle Barcelona Thursday, August 04, 2016 16-1257-010 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 12 0 0 12:00 310 336 0 0 00:15 12 7 0 0 12:15 286 362 0 0 00:30 12 10 0 0 12:30 326 345 0 0 00:45 13 52 9 37 0 0 0 0 89 12:45 318 1240 337 1378 0 0 0 0 2618 01:00 10 11 0 0 13:00 314 320 0 0 01:15 9 6 0 0 13:15 330 320 0 0 01:30 5 9 0 0 13:30 313 357 0 0 01:45 6 28 5 30 0 0 0 0 58 13:45 329 1285 343 1339 0 0 0 0 2623 02:00 6 2 0 0 14:00 305 315 0 0 02:15 2 7 0 0 14:15 319 350 0 0 02:30 3 3 0 0 14:30 343 345 0 0 02:45 2 13 3 14 0 0 0 0 26 14:45 327 1293 352 1361 0 0 0 0 2653 03:00 3 2 0 0 15:00 358 343 0 0 03:15 3 3 0 0 15:15 396 343 0 0 03:30 6 4 0 0 15:30 422 392 0 0 03:45 7 18 9 18 0 0 0 0 35 15:45 430 1606 339 1416 0 0 0 0 3021 04:00 10 7 0 0 16:00 432 380 0 0 04:15 5 10 0 0 16:15 437 401 0 0 04:30 10 16 0 0 16:30 470 399 0 0 04:45 17 42 34 66 0 0 0 0 108 16:45 456 1795 384 1563 0 0 0 0 3357 05:00 15 20 0 0 17:00 440 411 0 0 05:15 21 22 0 0 17:15 504 401 0 0 05:30 33 36 0 0 17:30 458 359 0 0 05:45 45 114 71 148 0 0 0 0 261 17:45 377 1778 389 1558 0 0 0 0 3336 06:00 51 68 0 0 18:00 365 358 0 0 06:15 70 103 0 0 18:15 365 324 0 0 06:30 91 141 0 0 18:30 293 257 0 0 06:45 96 307 225 537 0 0 0 0 844 18:45 259 1282 237 1176 0 0 0 0 2457 07:00 114 242 0 0 19:00 257 176 0 0 07:15 148 305 0 0 19:15 246 187 0 0 07:30 226 403 0 0 19:30 199 159 0 0 07:45 226 714 407 1356 0 0 0 0 2070 19:45 210 910 163 684 0 0 0 0 1594 08:00 230 399 0 0 20:00 178 136 0 0 08:15 246 452 0 0 20:15 176 138 0 0 08:30 224 417 0 0 20:30 162 117 0 0 08:45 287 987 437 1704 0 0 0 0 2691 20:45 165 680 114 504 0 0 0 0 1184 09:00 253 372 0 0 21:00 155 85 0 0 09:15 226 370 0 0 21:15 128 84 0 0 09:30 224 378 0 0 21:30 98 70 0 0 09:45 238 939 378 1497 0 0 0 0 2436 21:45 92 471 61 299 0 0 0 0 770 10:00 226 310 0 0 22:00 93 58 0 0 10:15 251 343 0 0 22:15 61 52 0 0 10:30 263 335 0 0 22:30 65 38 0 0 10:45 246 986 349 1336 0 0 0 0 2321 22:45 48 266 37 184 0 0 0 0 450 11:00 262 333 0 0 23:00 52 36 0 0 11:15 277 342 0 0 23:15 34 26 0 0 11:30 290 366 0 0 23:30 29 21 0 0 11:45 290 1118 379 1419 0 0 0 0 2537 23:45 18 132 24 106 0 0 0 0 238 Total Vol.5315 8159 13473 12735 11565 24300 GPS Coordinates: NB SB Combined 18050 19724 37773 Split %39.4%60.6%35.7%52.4%47.6%64.3% Peak Hour 11:45 08:00 08:00 16:30 16:15 16:30 Volume 1211 1704 2691 1870 1593 3463 P.H.F.0.93 0.94 0.93 0.93 0.97 0.96 Daily Totals 2-DAY AVERAGE 33.0762, -117.2644 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-010Project# El Camino Real btwn. Levante St. & Calle Barcelona Wednesday, August 03, 2016 Thursday, August 04, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 11 Loca on: Melrose Drive between Lionshead Ave. and Palomar Airport Rd. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 24 12 12:00 224 267 00:15 16 15 12:15 228 255 00:30 15 9 12:30 237 237 00:45 14 69 14 50 119 12:45 253 942 270 1029 1971 01:00 29 6 13:00 258 246 01:15 13 7 13:15 229 195 01:30 9 10 13:30 220 210 01:45 4 55 6 29 84 13:45 252 959 226 877 1836 02:00 10 11 14:00 224 206 02:15 3 7 14:15 241 237 02:30 5 8 14:30 243 232 02:45 6 24 8 34 58 14:45 271 979 241 916 1895 03:00 3 5 15:00 232 239 03:15 2 4 15:15 296 225 03:30 8 16 15:30 296 257 03:45 9 22 38 63 85 15:45 333 1157 283 1004 2161 04:00 5 22 16:00 310 247 04:15 3 19 16:15 345 263 04:30 10 36 16:30 367 271 04:45 22 40 79 156 196 16:45 361 1383 302 1083 2466 05:00 22 53 17:00 384 308 05:15 25 80 17:15 406 341 05:30 44 144 17:30 367 245 05:45 72 163 227 504 667 17:45 347 1504 304 1198 2702 06:00 81 147 18:00 296 227 06:15 82 247 18:15 304 201 06:30 109 280 18:30 284 197 06:45 134 406 383 1057 1463 18:45 245 1129 156 781 1910 07:00 133 342 19:00 185 146 07:15 151 454 19:15 210 136 07:30 226 458 19:30 181 83 07:45 275 785 465 1719 2504 19:45 155 731 84 449 1180 08:00 259 470 20:00 152 99 08:15 223 394 20:15 156 96 08:30 196 404 20:30 146 106 08:45 228 906 422 1690 2596 20:45 155 609 92 393 1002 09:00 196 335 21:00 127 75 09:15 192 279 21:15 146 72 09:30 159 305 21:30 111 54 09:45 166 713 253 1172 1885 21:45 79 463 53 254 717 10:00 156 242 22:00 95 38 10:15 162 238 22:15 78 38 10:30 179 211 22:30 71 44 10:45 184 681 237 928 1609 22:45 84 328 36 156 484 11:00 207 209 23:00 49 27 11:15 223 213 23:15 56 26 11:30 178 250 23:30 41 17 11:45 165 773 275 947 1720 23:45 38 184 18 88 272 Total Vol.4637 8349 12986 10368 8228 18596 GPS Coordinates: NB SB EB WB Combined 15005 16577 31582 Split %35.7%64.3%41.1%55.8%44.2%58.9% Peak Hour 07:30 07:15 07:30 16:30 16:30 16:30 Volume 983 1847 2770 1518 1222 2740 P.H.F.0.89 0.98 0.94 0.93 0.90 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. PM Project#Wednesday, July 27, 2016 AM Daily Totals 16-1257-011 DAY 1 33.132538, -117.244629 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 43 14 12:00 195 278 00:15 22 16 12:15 226 255 00:30 20 12 12:30 230 219 00:45 13 98 8 50 148 12:45 259 910 218 970 1880 01:00 19 10 13:00 234 246 01:15 13 9 13:15 247 210 01:30 11 4 13:30 233 232 01:45 4 47 5 28 75 13:45 226 940 215 903 1843 02:00 5 5 14:00 215 196 02:15 6 1 14:15 203 220 02:30 6 8 14:30 248 198 02:45 4 21 10 24 45 14:45 256 922 206 820 1742 03:00 5 5 15:00 241 240 03:15 5 6 15:15 312 215 03:30 5 13 15:30 305 264 03:45 7 22 39 63 85 15:45 339 1197 230 949 2146 04:00 9 16 16:00 277 265 04:15 12 33 16:15 352 254 04:30 12 41 16:30 369 292 04:45 22 55 66 156 211 16:45 364 1362 306 1117 2479 05:00 22 58 17:00 391 301 05:15 27 74 17:15 394 318 05:30 41 139 17:30 410 286 05:45 81 171 212 483 654 17:45 387 1582 281 1186 2768 06:00 77 173 18:00 374 233 06:15 81 218 18:15 277 175 06:30 95 292 18:30 267 193 06:45 133 386 403 1086 1472 18:45 254 1172 165 766 1938 07:00 135 370 19:00 213 134 07:15 185 418 19:15 223 119 07:30 217 471 19:30 181 113 07:45 279 816 476 1735 2551 19:45 168 785 97 463 1248 08:00 228 469 20:00 146 107 08:15 252 437 20:15 148 106 08:30 234 421 20:30 136 76 08:45 197 911 409 1736 2647 20:45 150 580 86 375 955 09:00 180 309 21:00 131 62 09:15 177 229 21:15 131 52 09:30 155 323 21:30 101 65 09:45 168 680 261 1122 1802 21:45 93 456 52 231 687 10:00 151 257 22:00 88 38 10:15 140 213 22:15 89 50 10:30 181 223 22:30 65 36 10:45 164 636 240 933 1569 22:45 88 330 50 174 504 11:00 170 240 23:00 54 38 11:15 176 225 23:15 59 22 11:30 178 230 23:30 36 13 11:45 216 740 269 964 1704 23:45 45 194 21 94 288 Total Vol.4583 8380 12963 10430 8048 18478 GPS Coordinates: NB SB EB WB Combined 15013 16428 31441 Split %35.4%64.6%41.2%56.4%43.6%58.8% Peak Hour 07:45 07:30 07:30 17:00 16:30 16:45 Volume 993 1853 2829 1582 1217 2770 P.H.F.0.89 0.97 0.94 0.96 0.96 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 33.132538, -117.244629 AM PM Project# Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. Thursday, July 28, 2016 16-1257-011 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 13 0 0 12:00 210 273 0 0 00:15 19 16 0 0 12:15 227 255 0 0 00:30 18 11 0 0 12:30 234 228 0 0 00:45 14 84 11 50 0 0 0 0 134 12:45 256 926 244 1000 0 0 0 0 1926 01:00 24 8 0 0 13:00 246 246 0 0 01:15 13 8 0 0 13:15 238 203 0 0 01:30 10 7 0 0 13:30 227 221 0 0 01:45 4 51 6 29 0 0 0 0 80 13:45 239 950 221 890 0 0 0 0 1840 02:00 8 8 0 0 14:00 220 201 0 0 02:15 5 4 0 0 14:15 222 229 0 0 02:30 6 8 0 0 14:30 246 215 0 0 02:45 5 23 9 29 0 0 0 0 52 14:45 264 951 224 868 0 0 0 0 1819 03:00 4 5 0 0 15:00 237 240 0 0 03:15 4 5 0 0 15:15 304 220 0 0 03:30 7 15 0 0 15:30 301 261 0 0 03:45 8 22 39 63 0 0 0 0 85 15:45 336 1177 257 977 0 0 0 0 2154 04:00 7 19 0 0 16:00 294 256 0 0 04:15 8 26 0 0 16:15 349 259 0 0 04:30 11 39 0 0 16:30 368 282 0 0 04:45 22 48 73 156 0 0 0 0 204 16:45 363 1373 304 1100 0 0 0 0 2473 05:00 22 56 0 0 17:00 388 305 0 0 05:15 26 77 0 0 17:15 400 330 0 0 05:30 43 142 0 0 17:30 389 266 0 0 05:45 77 167 220 494 0 0 0 0 661 17:45 367 1543 293 1192 0 0 0 0 2735 06:00 79 160 0 0 18:00 335 230 0 0 06:15 82 233 0 0 18:15 291 188 0 0 06:30 102 286 0 0 18:30 276 195 0 0 06:45 134 396 393 1072 0 0 0 0 1468 18:45 250 1151 161 774 0 0 0 0 1924 07:00 134 356 0 0 19:00 199 140 0 0 07:15 168 436 0 0 19:15 217 128 0 0 07:30 222 465 0 0 19:30 181 98 0 0 07:45 277 801 471 1727 0 0 0 0 2528 19:45 162 758 91 456 0 0 0 0 1214 08:00 244 470 0 0 20:00 149 103 0 0 08:15 238 416 0 0 20:15 152 101 0 0 08:30 215 413 0 0 20:30 141 91 0 0 08:45 213 909 416 1713 0 0 0 0 2622 20:45 153 595 89 384 0 0 0 0 979 09:00 188 322 0 0 21:00 129 69 0 0 09:15 185 254 0 0 21:15 139 62 0 0 09:30 157 314 0 0 21:30 106 60 0 0 09:45 167 697 257 1147 0 0 0 0 1844 21:45 86 460 53 243 0 0 0 0 702 10:00 154 250 0 0 22:00 92 38 0 0 10:15 151 226 0 0 22:15 84 44 0 0 10:30 180 217 0 0 22:30 68 40 0 0 10:45 174 659 239 931 0 0 0 0 1589 22:45 86 329 43 165 0 0 0 0 494 11:00 189 225 0 0 23:00 52 33 0 0 11:15 200 219 0 0 23:15 58 24 0 0 11:30 178 240 0 0 23:30 39 15 0 0 11:45 191 757 272 956 0 0 0 0 1712 23:45 42 189 20 91 0 0 0 0 280 Total Vol.4610 8365 12975 10399 8138 18537 GPS Coordinates: NB SB Combined 15009 16503 31512 Split %35.5%64.5%41.2%56.1%43.9%58.8% Peak Hour 07:30 07:15 07:30 17:00 16:30 16:45 Volume 980 1841 2800 1543 1220 2742 P.H.F.0.88 0.98 0.94 0.96 0.93 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-011Project# Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. Wednesday, July 27, 2016 Thursday, July 28, 2016 AM PM Daily Totals 2-DAY AVERAGE 33.132538, -117.244629 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 12 Loca on: Carlsbad Boulevard between State St. and Mountain View Dr. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 26 17 12:00 121 144 00:15 10 17 12:15 107 115 00:30 11 12 12:30 122 145 00:45 16 63 16 62 125 12:45 118 468 222 626 1094 01:00 10 12 13:00 119 220 01:15 8 5 13:15 116 205 01:30 9 4 13:30 128 196 01:45 8 35 7 28 63 13:45 118 481 246 867 1348 02:00 10 7 14:00 113 177 02:15 8 4 14:15 124 167 02:30 3 3 14:30 136 148 02:45 4 25 1 15 40 14:45 114 487 116 608 1095 03:00 1 2 15:00 140 127 03:15 4 2 15:15 134 118 03:30 0 0 15:30 129 126 03:45 4 9 4 8 17 15:45 134 537 121 492 1029 04:00 3 1 16:00 159 115 04:15 3 2 16:15 133 101 04:30 3 4 16:30 139 93 04:45 1 10 9 16 26 16:45 140 571 114 423 994 05:00 0 13 17:00 163 108 05:15 6 13 17:15 118 115 05:30 8 25 17:30 155 131 05:45 14 28 33 84 112 17:45 149 585 125 479 1064 06:00 16 35 18:00 160 107 06:15 16 72 18:15 166 106 06:30 18 125 18:30 146 106 06:45 28 78 123 355 433 18:45 133 605 117 436 1041 07:00 23 126 19:00 121 92 07:15 25 123 19:15 121 99 07:30 43 115 19:30 116 106 07:45 51 142 135 499 641 19:45 102 460 95 392 852 08:00 46 117 20:00 96 69 08:15 44 106 20:15 106 76 08:30 58 103 20:30 116 79 08:45 65 213 101 427 640 20:45 109 427 60 284 711 09:00 75 82 21:00 94 56 09:15 65 105 21:15 60 58 09:30 73 93 21:30 51 50 09:45 68 281 108 388 669 21:45 61 266 50 214 480 10:00 90 91 22:00 52 45 10:15 72 95 22:15 57 33 10:30 83 95 22:30 42 32 10:45 87 332 120 401 733 22:45 39 190 32 142 332 11:00 90 114 23:00 26 15 11:15 102 121 23:15 25 23 11:30 92 133 23:30 26 17 11:45 101 385 152 520 905 23:45 15 92 9 64 156 Total Vol.1601 2803 4404 5169 5027 10196 GPS Coordinates: NB SB EB WB Combined 6770 7830 14600 Split %36.4%63.6%30.2%50.7%49.3%69.8% Peak Hour 11:45 11:45 11:45 17:30 13:00 13:00 Volume 451 556 1007 630 867 1348 P.H.F.0.92 0.91 0.94 0.95 0.88 0.93 PM Project#Wednesday, July 13, 2016 AM Daily Totals 16-1257-012 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. State St. & Mountain View Dr. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 16 6 12:00 121 140 00:15 8 6 12:15 113 124 00:30 13 10 12:30 123 169 00:45 14 51 9 31 82 12:45 97 454 132 565 1019 01:00 13 6 13:00 115 130 01:15 2 7 13:15 96 144 01:30 7 6 13:30 115 134 01:45 10 32 4 23 55 13:45 136 462 144 552 1014 02:00 11 5 14:00 141 137 02:15 3 0 14:15 118 121 02:30 6 3 14:30 131 125 02:45 2 22 3 11 33 14:45 118 508 102 485 993 03:00 2 3 15:00 123 125 03:15 3 0 15:15 133 124 03:30 3 4 15:30 130 133 03:45 1 9 4 11 20 15:45 149 535 122 504 1039 04:00 3 4 16:00 142 140 04:15 1 4 16:15 158 106 04:30 4 6 16:30 157 95 04:45 3 11 9 23 34 16:45 127 584 109 450 1034 05:00 1 10 17:00 134 122 05:15 2 10 17:15 158 127 05:30 7 23 17:30 170 95 05:45 9 19 20 63 82 17:45 140 602 105 449 1051 06:00 10 38 18:00 158 91 06:15 22 60 18:15 127 99 06:30 19 113 18:30 139 123 06:45 28 79 132 343 422 18:45 96 520 103 416 936 07:00 25 134 19:00 133 82 07:15 29 114 19:15 100 73 07:30 47 114 19:30 97 78 07:45 39 140 119 481 621 19:45 110 440 91 324 764 08:00 46 124 20:00 103 61 08:15 58 133 20:15 132 64 08:30 64 92 20:30 88 77 08:45 50 218 104 453 671 20:45 73 396 60 262 658 09:00 64 114 21:00 59 40 09:15 69 109 21:15 47 38 09:30 92 119 21:30 59 36 09:45 67 292 110 452 744 21:45 48 213 47 161 374 10:00 74 103 22:00 53 31 10:15 74 94 22:15 39 32 10:30 81 85 22:30 36 30 10:45 81 310 109 391 701 22:45 35 163 30 123 286 11:00 87 99 23:00 39 14 11:15 99 114 23:15 24 19 11:30 99 135 23:30 44 25 11:45 104 389 127 475 864 23:45 21 128 12 70 198 Total Vol.1572 2757 4329 5005 4361 9366 GPS Coordinates: NB SB EB WB Combined 6577 7118 13695 Split %36.3%63.7%31.6%53.4%46.6%68.4% Peak Hour 11:45 11:45 11:45 17:15 12:30 15:30 Volume 461 560 1021 626 575 1080 P.H.F.0.94 0.83 0.87 0.92 0.85 0.96 0 AM PM Project# Carlsbad Blvd. btwn. State St. & Mountain View Dr. Thursday, July 14, 2016 16-1257-012 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 21 12 0 0 12:00 121 142 0 0 00:15 9 12 0 0 12:15 110 120 0 0 00:30 12 11 0 0 12:30 123 157 0 0 00:45 15 57 13 47 0 0 0 0 104 12:45 108 461 177 596 0 0 0 0 1057 01:00 12 9 0 0 13:00 117 175 0 0 01:15 5 6 0 0 13:15 106 175 0 0 01:30 8 5 0 0 13:30 122 165 0 0 01:45 9 34 6 26 0 0 0 0 59 13:45 127 472 195 710 0 0 0 0 1181 02:00 11 6 0 0 14:00 127 157 0 0 02:15 6 2 0 0 14:15 121 144 0 0 02:30 5 3 0 0 14:30 134 137 0 0 02:45 3 24 2 13 0 0 0 0 37 14:45 116 498 109 547 0 0 0 0 1044 03:00 2 3 0 0 15:00 132 126 0 0 03:15 4 1 0 0 15:15 134 121 0 0 03:30 2 2 0 0 15:30 130 130 0 0 03:45 3 9 4 10 0 0 0 0 19 15:45 142 536 122 498 0 0 0 0 1034 04:00 3 3 0 0 16:00 151 128 0 0 04:15 2 3 0 0 16:15 146 104 0 0 04:30 4 5 0 0 16:30 148 94 0 0 04:45 2 11 9 20 0 0 0 0 30 16:45 134 578 112 437 0 0 0 0 1014 05:00 1 12 0 0 17:00 149 115 0 0 05:15 4 12 0 0 17:15 138 121 0 0 05:30 8 24 0 0 17:30 163 113 0 0 05:45 12 24 27 74 0 0 0 0 97 17:45 145 594 115 464 0 0 0 0 1058 06:00 13 37 0 0 18:00 159 99 0 0 06:15 19 66 0 0 18:15 147 103 0 0 06:30 19 119 0 0 18:30 143 115 0 0 06:45 28 79 128 349 0 0 0 0 428 18:45 115 563 110 426 0 0 0 0 989 07:00 24 130 0 0 19:00 127 87 0 0 07:15 27 119 0 0 19:15 111 86 0 0 07:30 45 115 0 0 19:30 107 92 0 0 07:45 45 141 127 490 0 0 0 0 631 19:45 106 450 93 358 0 0 0 0 808 08:00 46 121 0 0 20:00 100 65 0 0 08:15 51 120 0 0 20:15 119 70 0 0 08:30 61 98 0 0 20:30 102 78 0 0 08:45 58 216 103 440 0 0 0 0 656 20:45 91 412 60 273 0 0 0 0 685 09:00 70 98 0 0 21:00 77 48 0 0 09:15 67 107 0 0 21:15 54 48 0 0 09:30 83 106 0 0 21:30 55 43 0 0 09:45 68 287 109 420 0 0 0 0 707 21:45 55 240 49 188 0 0 0 0 427 10:00 82 97 0 0 22:00 53 38 0 0 10:15 73 95 0 0 22:15 48 33 0 0 10:30 82 90 0 0 22:30 39 31 0 0 10:45 84 321 115 396 0 0 0 0 717 22:45 37 177 31 133 0 0 0 0 309 11:00 89 107 0 0 23:00 33 15 0 0 11:15 101 118 0 0 23:15 25 21 0 0 11:30 96 134 0 0 23:30 35 21 0 0 11:45 103 387 140 498 0 0 0 0 885 23:45 18 110 11 67 0 0 0 0 177 Total Vol.1587 2780 4367 5087 4694 9781 GPS Coordinates: NB SB Combined 6674 7474 14148 Split %36.3%63.7%30.9%52.0%48.0%69.1% Peak Hour 11:45 11:45 11:45 17:30 13:00 13:00 Volume 456 558 1014 613 710 1181 P.H.F.0.93 0.89 0.91 0.94 0.91 0.92 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-012Project# Carlsbad Blvd. btwn. State St. & Mountain View Dr. Wednesday, July 13, 2016 Thursday, July 14, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 13 Loca on: Carlsbad Boulevard between Acacia Ave. and Cherry Ave. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 20 12:00 149 157 00:15 8 11 12:15 154 168 00:30 10 14 12:30 146 189 00:45 8 38 8 53 91 12:45 142 591 194 708 1299 01:00 5 8 13:00 165 211 01:15 3 11 13:15 151 184 01:30 3 6 13:30 145 184 01:45 4 15 9 34 49 13:45 141 602 176 755 1357 02:00 6 4 14:00 144 159 02:15 4 11 14:15 156 167 02:30 3 4 14:30 142 196 02:45 1 14 3 22 36 14:45 170 612 202 724 1336 03:00 2 4 15:00 147 168 03:15 2 8 15:15 162 152 03:30 2 1 15:30 171 170 03:45 2 8 3 16 24 15:45 188 668 170 660 1328 04:00 1 3 16:00 184 173 04:15 0 3 16:15 191 145 04:30 2 4 16:30 193 155 04:45 2 5 14 24 29 16:45 226 794 138 611 1405 05:00 3 10 17:00 203 189 05:15 7 14 17:15 223 168 05:30 11 30 17:30 215 147 05:45 19 40 45 99 139 17:45 195 836 156 660 1496 06:00 15 58 18:00 193 163 06:15 20 75 18:15 206 145 06:30 18 140 18:30 180 155 06:45 34 87 157 430 517 18:45 146 725 124 587 1312 07:00 31 186 19:00 171 125 07:15 38 198 19:15 139 146 07:30 44 193 19:30 142 127 07:45 53 166 188 765 931 19:45 101 553 127 525 1078 08:00 54 156 20:00 127 147 08:15 74 136 20:15 119 126 08:30 70 143 20:30 104 123 08:45 88 286 146 581 867 20:45 70 420 76 472 892 09:00 107 117 21:00 56 76 09:15 84 122 21:15 56 71 09:30 77 108 21:30 69 71 09:45 106 374 146 493 867 21:45 50 231 82 300 531 10:00 84 138 22:00 38 64 10:15 105 132 22:15 36 55 10:30 114 146 22:30 23 39 10:45 122 425 142 558 983 22:45 37 134 36 194 328 11:00 133 130 23:00 23 27 11:15 114 149 23:15 15 35 11:30 149 192 23:30 14 25 11:45 142 538 193 664 1202 23:45 20 72 26 113 185 Total Vol.1996 3739 5735 6238 6309 12547 GPS Coordinates: NB SB EB WB Combined 8234 10048 18282 Split %34.8%65.2%31.4%49.7%50.3%68.6% Peak Hour 11:30 07:00 11:30 16:45 12:30 16:45 Volume 594 765 1304 867 778 1509 P.H.F.0.96 0.97 0.96 0.96 0.92 0.96 PM Project#Tuesday, July 19, 2016 AM Daily Totals 16-1257-013 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 28 12:00 129 231 00:15 15 10 12:15 142 270 00:30 12 23 12:30 150 303 00:45 10 49 15 76 125 12:45 154 575 310 1114 1689 01:00 10 11 13:00 143 275 01:15 10 6 13:15 162 281 01:30 3 9 13:30 157 276 01:45 7 30 9 35 65 13:45 143 605 256 1088 1693 02:00 3 4 14:00 136 247 02:15 3 4 14:15 159 248 02:30 3 8 14:30 145 229 02:45 3 12 1 17 29 14:45 170 610 270 994 1604 03:00 1 1 15:00 146 231 03:15 1 5 15:15 184 265 03:30 4 3 15:30 149 280 03:45 2 8 2 11 19 15:45 206 685 264 1040 1725 04:00 2 3 16:00 193 236 04:15 3 1 16:15 185 232 04:30 2 7 16:30 202 191 04:45 2 9 8 19 28 16:45 216 796 165 824 1620 05:00 3 15 17:00 213 214 05:15 3 17 17:15 243 224 05:30 10 27 17:30 236 193 05:45 12 28 24 83 111 17:45 222 914 194 825 1739 06:00 15 51 18:00 221 176 06:15 19 66 18:15 225 146 06:30 14 118 18:30 220 151 06:45 26 74 162 397 471 18:45 193 859 134 607 1466 07:00 36 174 19:00 215 126 07:15 36 173 19:15 173 176 07:30 37 202 19:30 177 150 07:45 50 159 157 706 865 19:45 124 689 131 583 1272 08:00 69 210 20:00 147 149 08:15 65 210 20:15 148 115 08:30 79 243 20:30 99 127 08:45 83 296 240 903 1199 20:45 94 488 102 493 981 09:00 82 171 21:00 75 100 09:15 95 148 21:15 68 102 09:30 100 148 21:30 61 59 09:45 91 368 162 629 997 21:45 47 251 56 317 568 10:00 126 134 22:00 34 52 10:15 89 165 22:15 40 41 10:30 129 170 22:30 30 42 10:45 122 466 183 652 1118 22:45 18 122 30 165 287 11:00 152 191 23:00 25 32 11:15 122 188 23:15 14 25 11:30 135 254 23:30 25 11 11:45 123 532 232 865 1397 23:45 9 73 18 86 159 Total Vol.2031 4393 6424 6667 8136 14803 GPS Coordinates: NB SB EB WB Combined 8698 12529 21227 Split %31.6%68.4%30.3%45.0%55.0%69.7% Peak Hour 11:45 11:45 11:45 17:15 12:30 12:30 Volume 544 1036 1580 922 1169 1778 P.H.F.0.91 0.85 0.87 0.95 0.94 0.96 0 AM PM Project# Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Wednesday, July 20, 2016 16-1257-013 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 24 0 0 12:00 139 194 0 0 00:15 12 11 0 0 12:15 148 219 0 0 00:30 11 19 0 0 12:30 148 246 0 0 00:45 9 44 12 65 0 0 0 0 108 12:45 148 583 252 911 0 0 0 0 1494 01:00 8 10 0 0 13:00 154 243 0 0 01:15 7 9 0 0 13:15 157 233 0 0 01:30 3 8 0 0 13:30 151 230 0 0 01:45 6 23 9 35 0 0 0 0 57 13:45 142 604 216 922 0 0 0 0 1525 02:00 5 4 0 0 14:00 140 203 0 0 02:15 4 8 0 0 14:15 158 208 0 0 02:30 3 6 0 0 14:30 144 213 0 0 02:45 2 13 2 20 0 0 0 0 33 14:45 170 611 236 859 0 0 0 0 1470 03:00 2 3 0 0 15:00 147 200 0 0 03:15 2 7 0 0 15:15 173 209 0 0 03:30 3 2 0 0 15:30 160 225 0 0 03:45 2 8 3 14 0 0 0 0 22 15:45 197 677 217 850 0 0 0 0 1527 04:00 2 3 0 0 16:00 189 205 0 0 04:15 2 2 0 0 16:15 188 189 0 0 04:30 2 6 0 0 16:30 198 173 0 0 04:45 2 7 11 22 0 0 0 0 29 16:45 221 795 152 718 0 0 0 0 1513 05:00 3 13 0 0 17:00 208 202 0 0 05:15 5 16 0 0 17:15 233 196 0 0 05:30 11 29 0 0 17:30 226 170 0 0 05:45 16 34 35 91 0 0 0 0 125 17:45 209 875 175 743 0 0 0 0 1618 06:00 15 55 0 0 18:00 207 170 0 0 06:15 20 71 0 0 18:15 216 146 0 0 06:30 16 129 0 0 18:30 200 153 0 0 06:45 30 81 160 414 0 0 0 0 494 18:45 170 792 129 597 0 0 0 0 1389 07:00 34 180 0 0 19:00 193 126 0 0 07:15 37 186 0 0 19:15 156 161 0 0 07:30 41 198 0 0 19:30 160 139 0 0 07:45 52 163 173 736 0 0 0 0 898 19:45 113 621 129 554 0 0 0 0 1175 08:00 62 183 0 0 20:00 137 148 0 0 08:15 70 173 0 0 20:15 134 121 0 0 08:30 75 193 0 0 20:30 102 125 0 0 08:45 86 291 193 742 0 0 0 0 1033 20:45 82 454 89 483 0 0 0 0 937 09:00 95 144 0 0 21:00 66 88 0 0 09:15 90 135 0 0 21:15 62 87 0 0 09:30 89 128 0 0 21:30 65 65 0 0 09:45 99 371 154 561 0 0 0 0 932 21:45 49 241 69 309 0 0 0 0 550 10:00 105 136 0 0 22:00 36 58 0 0 10:15 97 149 0 0 22:15 38 48 0 0 10:30 122 158 0 0 22:30 27 41 0 0 10:45 122 446 163 605 0 0 0 0 1051 22:45 28 128 33 180 0 0 0 0 308 11:00 143 161 0 0 23:00 24 30 0 0 11:15 118 169 0 0 23:15 15 30 0 0 11:30 142 223 0 0 23:30 20 18 0 0 11:45 133 535 213 765 0 0 0 0 1300 23:45 15 73 22 100 0 0 0 0 172 Total Vol.2014 4066 6080 6453 7223 13675 GPS Coordinates: NB SB Combined 8466 11289 19755 Split %33.1%66.9%30.8%47.2%52.8%69.2% Peak Hour 11:45 11:45 11:45 16:45 12:30 17:00 Volume 568 872 1439 888 974 1618 P.H.F.0.96 0.89 0.91 0.95 0.97 0.94 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-013Project# Carlsbad Blvd. btwn. Acacia Ave. & Cherry Ave. Tuesday, July 19, 2016 Wednesday, July 20, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 14 Loca on: Carlsbad Boulevard between Tamarack Ave. and Tierra Del Oro Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 15 12:00 194 195 00:15 10 10 12:15 185 179 00:30 12 10 12:30 184 177 00:45 5 40 11 46 86 12:45 183 746 191 742 1488 01:00 10 11 13:00 187 207 01:15 9 8 13:15 179 207 01:30 3 2 13:30 181 175 01:45 6 28 10 31 59 13:45 165 712 186 775 1487 02:00 5 7 14:00 191 175 02:15 6 8 14:15 184 196 02:30 3 1 14:30 196 183 02:45 0 14 2 18 32 14:45 229 800 187 741 1541 03:00 6 4 15:00 206 216 03:15 0 9 15:15 233 193 03:30 2 1 15:30 225 236 03:45 3 11 4 18 29 15:45 235 899 181 826 1725 04:00 2 2 16:00 244 186 04:15 1 6 16:15 257 163 04:30 4 8 16:30 284 172 04:45 2 9 12 28 37 16:45 292 1077 142 663 1740 05:00 3 16 17:00 281 195 05:15 9 17 17:15 314 177 05:30 9 40 17:30 285 181 05:45 15 36 57 130 166 17:45 279 1159 165 718 1877 06:00 23 69 18:00 288 167 06:15 28 97 18:15 274 161 06:30 27 142 18:30 243 169 06:45 43 121 238 546 667 18:45 199 1004 136 633 1637 07:00 45 244 19:00 203 141 07:15 48 257 19:15 188 159 07:30 57 253 19:30 161 136 07:45 56 206 239 993 1199 19:45 141 693 115 551 1244 08:00 84 191 20:00 183 144 08:15 108 177 20:15 122 132 08:30 84 176 20:30 133 119 08:45 81 357 182 726 1083 20:45 84 522 71 466 988 09:00 121 156 21:00 75 81 09:15 106 156 21:15 77 66 09:30 137 147 21:30 72 64 09:45 119 483 154 613 1096 21:45 55 279 79 290 569 10:00 130 163 22:00 43 45 10:15 139 148 22:15 37 52 10:30 165 156 22:30 34 34 10:45 155 589 169 636 1225 22:45 34 148 25 156 304 11:00 180 163 23:00 32 23 11:15 164 199 23:15 19 31 11:30 184 200 23:30 22 14 11:45 180 708 205 767 1475 23:45 17 90 26 94 184 Total Vol.2602 4552 7154 8129 6655 14784 GPS Coordinates: NB SB EB WB Combined 10731 11207 21938 Split %36.4%63.6%32.6%55.0%45.0%67.4% Peak Hour 11:30 07:00 11:30 16:45 14:45 17:00 Volume 743 993 1522 1172 832 1877 P.H.F.0.96 0.97 0.98 0.93 0.88 0.96 PM Project#Tuesday, July 19, 2016 AM Daily Totals 16-1257-014 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (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 17 19 12:00 162 262 00:15 14 14 12:15 209 275 00:30 15 16 12:30 171 333 00:45 14 60 13 62 122 12:45 204 746 321 1191 1937 01:00 8 13 13:00 198 332 01:15 14 9 13:15 207 290 01:30 5 8 13:30 193 320 01:45 5 32 3 33 65 13:45 198 796 264 1206 2002 02:00 4 5 14:00 207 286 02:15 5 4 14:15 221 293 02:30 4 9 14:30 223 246 02:45 3 16 0 18 34 14:45 235 886 305 1130 2016 03:00 3 0 15:00 242 288 03:15 2 4 15:15 233 291 03:30 6 3 15:30 234 299 03:45 4 15 4 11 26 15:45 267 976 299 1177 2153 04:00 3 3 16:00 262 270 04:15 1 2 16:15 256 277 04:30 2 11 16:30 265 232 04:45 4 10 9 25 35 16:45 275 1058 235 1014 2072 05:00 3 15 17:00 308 230 05:15 4 23 17:15 348 254 05:30 8 34 17:30 334 235 05:45 14 29 38 110 139 17:45 308 1298 214 933 2231 06:00 14 75 18:00 289 189 06:15 22 81 18:15 287 155 06:30 24 131 18:30 257 146 06:45 41 101 213 500 601 18:45 285 1118 152 642 1760 07:00 43 212 19:00 247 145 07:15 51 219 19:15 229 172 07:30 54 251 19:30 196 147 07:45 74 222 233 915 1137 19:45 144 816 138 602 1418 08:00 80 272 20:00 184 151 08:15 95 290 20:15 172 109 08:30 102 353 20:30 123 134 08:45 103 380 310 1225 1605 20:45 121 600 92 486 1086 09:00 91 240 21:00 75 100 09:15 109 181 21:15 84 81 09:30 113 162 21:30 64 72 09:45 107 420 155 738 1158 21:45 51 274 65 318 592 10:00 138 142 22:00 46 51 10:15 143 176 22:15 46 49 10:30 168 183 22:30 36 33 10:45 169 618 225 726 1344 22:45 27 155 25 158 313 11:00 180 217 23:00 26 19 11:15 159 215 23:15 17 29 11:30 189 286 23:30 30 11 11:45 193 721 274 992 1713 23:45 21 94 17 76 170 Total Vol.2624 5355 7979 8817 8933 17750 GPS Coordinates: NB SB EB WB Combined 11441 14288 25729 Split %32.9%67.1%31.0%49.7%50.3%69.0% Peak Hour 11:30 08:00 11:45 17:00 12:30 17:00 Volume 753 1225 1879 1298 1276 2231 P.H.F.0.90 0.87 0.93 0.93 0.96 0.93 0 AM PM Project# Carlsbad Blvd. btwn. Tamarack Ave. & Tierra Del Oro Wednesday, July 20, 2016 16-1257-014 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 17 0 0 12:00 178 229 0 0 00:15 12 12 0 0 12:15 197 227 0 0 00:30 14 13 0 0 12:30 178 255 0 0 00:45 10 50 12 54 0 0 0 0 104 12:45 194 746 256 967 0 0 0 0 1713 01:00 9 12 0 0 13:00 193 270 0 0 01:15 12 9 0 0 13:15 193 249 0 0 01:30 4 5 0 0 13:30 187 248 0 0 01:45 6 30 7 32 0 0 0 0 62 13:45 182 754 225 991 0 0 0 0 1745 02:00 5 6 0 0 14:00 199 231 0 0 02:15 6 6 0 0 14:15 203 245 0 0 02:30 4 5 0 0 14:30 210 215 0 0 02:45 2 15 1 18 0 0 0 0 33 14:45 232 843 246 936 0 0 0 0 1779 03:00 5 2 0 0 15:00 224 252 0 0 03:15 1 7 0 0 15:15 233 242 0 0 03:30 4 2 0 0 15:30 230 268 0 0 03:45 4 13 4 15 0 0 0 0 28 15:45 251 938 240 1002 0 0 0 0 1939 04:00 3 3 0 0 16:00 253 228 0 0 04:15 1 4 0 0 16:15 257 220 0 0 04:30 3 10 0 0 16:30 275 202 0 0 04:45 3 10 11 27 0 0 0 0 36 16:45 284 1068 189 839 0 0 0 0 1906 05:00 3 16 0 0 17:00 295 213 0 0 05:15 7 20 0 0 17:15 331 216 0 0 05:30 9 37 0 0 17:30 310 208 0 0 05:45 15 33 48 120 0 0 0 0 153 17:45 294 1229 190 826 0 0 0 0 2054 06:00 19 72 0 0 18:00 289 178 0 0 06:15 25 89 0 0 18:15 281 158 0 0 06:30 26 137 0 0 18:30 250 158 0 0 06:45 42 111 226 523 0 0 0 0 634 18:45 242 1061 144 638 0 0 0 0 1699 07:00 44 228 0 0 19:00 225 143 0 0 07:15 50 238 0 0 19:15 209 166 0 0 07:30 56 252 0 0 19:30 179 142 0 0 07:45 65 214 236 954 0 0 0 0 1168 19:45 143 755 127 577 0 0 0 0 1331 08:00 82 232 0 0 20:00 184 148 0 0 08:15 102 234 0 0 20:15 147 121 0 0 08:30 93 265 0 0 20:30 128 127 0 0 08:45 92 369 246 976 0 0 0 0 1344 20:45 103 561 82 476 0 0 0 0 1037 09:00 106 198 0 0 21:00 75 91 0 0 09:15 108 169 0 0 21:15 81 74 0 0 09:30 125 155 0 0 21:30 68 68 0 0 09:45 113 452 155 676 0 0 0 0 1127 21:45 53 277 72 304 0 0 0 0 581 10:00 134 153 0 0 22:00 45 48 0 0 10:15 141 162 0 0 22:15 42 51 0 0 10:30 167 170 0 0 22:30 35 34 0 0 10:45 162 604 197 681 0 0 0 0 1285 22:45 31 152 25 157 0 0 0 0 309 11:00 180 190 0 0 23:00 29 21 0 0 11:15 162 207 0 0 23:15 18 30 0 0 11:30 187 243 0 0 23:30 26 13 0 0 11:45 187 715 240 880 0 0 0 0 1594 23:45 19 92 22 85 0 0 0 0 177 Total Vol.2613 4954 7567 8473 7794 16267 GPS Coordinates: NB SB Combined 11086 12748 23834 Split %34.5%65.5%31.7%52.1%47.9%68.3% Peak Hour 11:30 08:00 11:45 17:00 12:30 17:00 Volume 748 976 1689 1229 1029 2054 P.H.F.0.95 0.92 0.98 0.93 0.95 0.94 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-014Project# Carlsbad Blvd. btwn. Tamarack Ave. & Tierra Del Oro Tuesday, July 19, 2016 Wednesday, July 20, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 15 Loca on: Carlsbad Boulevard between Cannon Rd. and Cerezo Dr. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 15 12:00 142 214 00:15 10 8 12:15 153 228 00:30 8 7 12:30 144 236 00:45 1 34 9 39 73 12:45 160 599 214 892 1491 01:00 3 4 13:00 155 244 01:15 7 8 13:15 134 258 01:30 2 4 13:30 139 236 01:45 2 14 7 23 37 13:45 129 557 242 980 1537 02:00 5 7 14:00 144 254 02:15 3 5 14:15 145 218 02:30 5 4 14:30 163 241 02:45 0 13 1 17 30 14:45 157 609 244 957 1566 03:00 6 3 15:00 144 258 03:15 1 7 15:15 171 263 03:30 2 1 15:30 164 258 03:45 3 12 3 14 26 15:45 187 666 256 1035 1701 04:00 2 2 16:00 178 266 04:15 0 3 16:15 197 285 04:30 2 3 16:30 186 255 04:45 2 6 7 15 21 16:45 219 780 241 1047 1827 05:00 2 12 17:00 180 236 05:15 10 12 17:15 190 214 05:30 10 25 17:30 167 244 05:45 9 31 30 79 110 17:45 172 709 214 908 1617 06:00 21 52 18:00 188 185 06:15 34 60 18:15 195 149 06:30 27 103 18:30 172 148 06:45 64 146 159 374 520 18:45 164 719 105 587 1306 07:00 46 166 19:00 155 104 07:15 48 222 19:15 133 123 07:30 49 208 19:30 125 110 07:45 53 196 214 810 1006 19:45 105 518 95 432 950 08:00 76 252 20:00 140 122 08:15 77 263 20:15 100 108 08:30 67 258 20:30 87 91 08:45 83 303 241 1014 1317 20:45 78 405 83 404 809 09:00 100 239 21:00 59 61 09:15 93 154 21:15 55 50 09:30 93 148 21:30 62 58 09:45 111 397 163 704 1101 21:45 55 231 58 227 458 10:00 113 166 22:00 36 40 10:15 115 154 22:15 35 28 10:30 119 158 22:30 24 28 10:45 135 482 152 630 1112 22:45 24 119 26 122 241 11:00 148 187 23:00 22 20 11:15 134 185 23:15 12 28 11:30 133 214 23:30 17 11 11:45 148 563 222 808 1371 23:45 14 65 18 77 142 Total Vol.2197 4527 6724 5977 7668 13645 GPS Coordinates: NB SB EB WB Combined 8174 12195 20369 Split %32.7%67.3%33.0%43.8%56.2%67.0% Peak Hour 11:45 08:00 11:45 16:15 15:30 16:00 Volume 587 1014 1487 782 1065 1827 P.H.F.0.96 0.96 0.98 0.89 0.93 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. PM Project#Wednesday, July 20, 2016 AM Daily Totals 16-1257-015 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 18 12:00 138 219 00:15 8 11 12:15 151 231 00:30 17 9 12:30 129 242 00:45 10 50 10 48 98 12:45 147 565 230 922 1487 01:00 10 13 13:00 153 234 01:15 10 13 13:15 163 257 01:30 4 9 13:30 145 224 01:45 5 29 1 36 65 13:45 162 623 258 973 1596 02:00 2 3 14:00 167 253 02:15 5 7 14:15 198 218 02:30 3 7 14:30 191 246 02:45 3 13 2 19 32 14:45 178 734 265 982 1716 03:00 3 0 15:00 167 262 03:15 1 1 15:15 196 264 03:30 7 2 15:30 189 260 03:45 4 15 4 7 22 15:45 190 742 256 1042 1784 04:00 2 3 16:00 183 262 04:15 1 0 16:15 181 287 04:30 2 7 16:30 201 258 04:45 6 11 5 15 26 16:45 188 753 233 1040 1793 05:00 3 9 17:00 194 229 05:15 2 16 17:15 190 241 05:30 8 24 17:30 197 244 05:45 11 24 24 73 97 17:45 181 762 222 936 1698 06:00 16 44 18:00 188 194 06:15 20 63 18:15 202 152 06:30 26 83 18:30 200 131 06:45 45 107 142 332 439 18:45 212 802 124 601 1403 07:00 46 160 19:00 185 131 07:15 45 216 19:15 158 118 07:30 59 196 19:30 133 120 07:45 70 220 201 773 993 19:45 132 608 124 493 1101 08:00 72 230 20:00 138 110 08:15 80 262 20:15 141 96 08:30 81 249 20:30 100 93 08:45 93 326 267 1008 1334 20:45 94 473 85 384 857 09:00 90 200 21:00 66 84 09:15 90 141 21:15 70 63 09:30 98 152 21:30 55 61 09:45 106 384 165 658 1042 21:45 36 227 27 235 462 10:00 111 137 22:00 42 26 10:15 104 159 22:15 35 31 10:30 151 163 22:30 40 29 10:45 138 504 182 641 1145 22:45 30 147 24 110 257 11:00 143 197 23:00 36 22 11:15 152 187 23:15 21 20 11:30 139 243 23:30 17 19 11:45 144 578 230 857 1435 23:45 13 87 8 69 156 Total Vol.2261 4467 6728 6523 7787 14310 GPS Coordinates: NB SB EB WB Combined 8784 12254 21038 Split %33.6%66.4%32.0%45.6%54.4%68.0% Peak Hour 10:30 08:00 11:30 18:00 15:30 15:45 Volume 584 1008 1495 802 1065 1818 P.H.F.0.96 0.94 0.98 0.95 0.93 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Thursday, July 21, 2016 16-1257-015 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 17 0 0 12:00 140 217 0 0 00:15 9 10 0 0 12:15 152 230 0 0 00:30 13 8 0 0 12:30 137 239 0 0 00:45 6 42 10 44 0 0 0 0 86 12:45 154 582 222 907 0 0 0 0 1489 01:00 7 9 0 0 13:00 154 239 0 0 01:15 9 11 0 0 13:15 149 258 0 0 01:30 3 7 0 0 13:30 142 230 0 0 01:45 4 22 4 30 0 0 0 0 51 13:45 146 590 250 977 0 0 0 0 1567 02:00 4 5 0 0 14:00 156 254 0 0 02:15 4 6 0 0 14:15 172 218 0 0 02:30 4 6 0 0 14:30 177 244 0 0 02:45 2 13 2 18 0 0 0 0 31 14:45 168 672 255 970 0 0 0 0 1641 03:00 5 2 0 0 15:00 156 260 0 0 03:15 1 4 0 0 15:15 184 264 0 0 03:30 5 2 0 0 15:30 177 259 0 0 03:45 4 14 4 11 0 0 0 0 24 15:45 189 704 256 1039 0 0 0 0 1743 04:00 2 3 0 0 16:00 181 264 0 0 04:15 1 2 0 0 16:15 189 286 0 0 04:30 2 5 0 0 16:30 194 257 0 0 04:45 4 9 6 15 0 0 0 0 24 16:45 204 767 237 1044 0 0 0 0 1810 05:00 3 11 0 0 17:00 187 233 0 0 05:15 6 14 0 0 17:15 190 228 0 0 05:30 9 25 0 0 17:30 182 244 0 0 05:45 10 28 27 76 0 0 0 0 104 17:45 177 736 218 922 0 0 0 0 1658 06:00 19 48 0 0 18:00 188 190 0 0 06:15 27 62 0 0 18:15 199 151 0 0 06:30 27 93 0 0 18:30 186 140 0 0 06:45 55 127 151 353 0 0 0 0 480 18:45 188 761 115 594 0 0 0 0 1355 07:00 46 163 0 0 19:00 170 118 0 0 07:15 47 219 0 0 19:15 146 121 0 0 07:30 54 202 0 0 19:30 129 115 0 0 07:45 62 208 208 792 0 0 0 0 1000 19:45 119 563 110 463 0 0 0 0 1026 08:00 74 241 0 0 20:00 139 116 0 0 08:15 79 263 0 0 20:15 121 102 0 0 08:30 74 254 0 0 20:30 94 92 0 0 08:45 88 315 254 1011 0 0 0 0 1326 20:45 86 439 84 394 0 0 0 0 833 09:00 95 220 0 0 21:00 63 73 0 0 09:15 92 148 0 0 21:15 63 57 0 0 09:30 96 150 0 0 21:30 59 60 0 0 09:45 109 391 164 681 0 0 0 0 1072 21:45 46 229 43 231 0 0 0 0 460 10:00 112 152 0 0 22:00 39 33 0 0 10:15 110 157 0 0 22:15 35 30 0 0 10:30 135 161 0 0 22:30 32 29 0 0 10:45 137 493 167 636 0 0 0 0 1129 22:45 27 133 25 116 0 0 0 0 249 11:00 146 192 0 0 23:00 29 21 0 0 11:15 143 186 0 0 23:15 17 24 0 0 11:30 136 229 0 0 23:30 17 15 0 0 11:45 146 571 226 833 0 0 0 0 1403 23:45 14 76 13 73 0 0 0 0 149 Total Vol.2229 4497 6726 6250 7728 13978 GPS Coordinates: NB SB Combined 8479 12225 20704 Split %33.1%66.9%32.5%44.7%55.3%67.5% Peak Hour 11:45 08:00 11:45 16:30 15:30 15:45 Volume 575 1011 1486 774 1065 1814 P.H.F.0.94 0.96 0.97 0.95 0.93 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-015Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Wednesday, July 20, 2016 Thursday, July 21, 2016 AM PM Daily Totals 2-DAY AVERAGE 0 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 16 Loca on: Carlsbad Boulevard between Breakwater Rd. and Poinse= a Ln. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 3 12:00 153 150 00:15 6 9 12:15 143 132 00:30 8 8 12:30 132 166 00:45 8 31 5 25 56 12:45 130 558 172 620 1178 01:00 1 2 13:00 149 140 01:15 4 3 13:15 153 144 01:30 3 6 13:30 146 139 01:45 1 9 0 11 20 13:45 177 625 208 631 1256 02:00 3 1 14:00 128 215 02:15 4 3 14:15 143 169 02:30 3 1 14:30 149 157 02:45 3 13 2 7 20 14:45 166 586 185 726 1312 03:00 4 3 15:00 135 179 03:15 1 1 15:15 166 203 03:30 1 0 15:30 171 187 03:45 0 6 3 7 13 15:45 154 626 166 735 1361 04:00 4 1 16:00 154 170 04:15 1 2 16:15 194 152 04:30 3 0 16:30 167 115 04:45 4 12 1 4 16 16:45 178 693 138 575 1268 05:00 5 5 17:00 200 149 05:15 13 12 17:15 195 158 05:30 11 15 17:30 217 143 05:45 29 58 23 55 113 17:45 199 811 141 591 1402 06:00 22 23 18:00 174 124 06:15 36 56 18:15 146 119 06:30 36 84 18:30 139 125 06:45 58 152 138 301 453 18:45 159 618 117 485 1103 07:00 48 196 19:00 131 104 07:15 63 221 19:15 107 116 07:30 60 225 19:30 113 109 07:45 73 244 174 816 1060 19:45 86 437 108 437 874 08:00 77 173 20:00 96 87 08:15 85 147 20:15 86 105 08:30 72 130 20:30 70 77 08:45 79 313 121 571 884 20:45 69 321 56 325 646 09:00 94 116 21:00 53 63 09:15 94 130 21:15 48 39 09:30 78 122 21:30 44 60 09:45 91 357 111 479 836 21:45 45 190 35 197 387 10:00 100 116 22:00 39 39 10:15 94 116 22:15 24 22 10:30 99 108 22:30 30 31 10:45 121 414 128 468 882 22:45 33 126 24 116 242 11:00 97 134 23:00 22 26 11:15 137 143 23:15 22 12 11:30 129 139 23:30 8 10 11:45 123 486 155 571 1057 23:45 14 66 8 56 122 Total Vol.2095 3315 5410 5657 5494 11151 GPS Coordinates: NB SB EB WB Combined 7752 8809 16561 Split %38.7%61.3%32.7%50.7%49.3%67.3% Peak Hour 11:45 07:00 11:45 17:00 14:45 17:00 Volume 551 816 1154 811 754 1402 P.H.F.0.90 0.91 0.95 0.93 0.93 0.97 PM Project#Tuesday, August 02, 2016 AM Daily Totals 16-1257-016 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 13 12:00 145 216 00:15 12 5 12:15 138 212 00:30 5 6 12:30 117 213 00:45 8 31 8 32 63 12:45 161 561 215 856 1417 01:00 8 8 13:00 156 232 01:15 5 3 13:15 167 214 01:30 1 6 13:30 174 168 01:45 0 14 1 18 32 13:45 155 652 212 826 1478 02:00 4 5 14:00 149 193 02:15 2 5 14:15 157 183 02:30 2 1 14:30 144 206 02:45 1 9 0 11 20 14:45 178 628 186 768 1396 03:00 2 1 15:00 168 221 03:15 2 1 15:15 160 216 03:30 0 2 15:30 203 226 03:45 1 5 4 8 13 15:45 190 721 229 892 1613 04:00 1 0 16:00 194 199 04:15 1 3 16:15 181 242 04:30 3 3 16:30 228 202 04:45 4 9 2 8 17 16:45 263 866 182 825 1691 05:00 3 1 17:00 231 165 05:15 6 16 17:15 277 155 05:30 8 13 17:30 275 173 05:45 22 39 22 52 91 17:45 253 1036 156 649 1685 06:00 23 36 18:00 219 169 06:15 34 54 18:15 178 149 06:30 34 97 18:30 188 122 06:45 44 135 117 304 439 18:45 166 751 118 558 1309 07:00 50 203 19:00 130 135 07:15 59 217 19:15 139 117 07:30 73 227 19:30 115 109 07:45 83 265 207 854 1119 19:45 94 478 110 471 949 08:00 103 175 20:00 102 107 08:15 93 123 20:15 75 85 08:30 90 166 20:30 100 85 08:45 98 384 168 632 1016 20:45 66 343 65 342 685 09:00 97 134 21:00 52 72 09:15 109 137 21:15 59 53 09:30 111 124 21:30 63 59 09:45 116 433 170 565 998 21:45 39 213 52 236 449 10:00 106 178 22:00 36 43 10:15 121 219 22:15 25 30 10:30 120 153 22:30 21 17 10:45 126 473 223 773 1246 22:45 24 106 13 103 209 11:00 140 210 23:00 20 17 11:15 125 200 23:15 19 17 11:30 147 226 23:30 13 11 11:45 163 575 234 870 1445 23:45 18 70 10 55 125 Total Vol.2372 4127 6499 6425 6581 13006 GPS Coordinates: NB SB EB WB Combined 8797 10708 19505 Split %36.5%63.5%33.3%49.4%50.6%66.7% Peak Hour 11:30 11:30 11:30 16:45 15:30 16:45 Volume 593 888 1481 1046 896 1721 P.H.F.0.91 0.95 0.93 0.94 0.93 0.96 0 AM PM Project# Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. Wednesday, August 03, 2016 16-1257-016 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 8 0 0 12:00 149 183 0 0 00:15 9 7 0 0 12:15 141 172 0 0 00:30 7 7 0 0 12:30 125 190 0 0 00:45 8 31 7 29 0 0 0 0 60 12:45 146 560 194 738 0 0 0 0 1298 01:00 5 5 0 0 13:00 153 186 0 0 01:15 5 3 0 0 13:15 160 179 0 0 01:30 2 6 0 0 13:30 160 154 0 0 01:45 1 12 1 15 0 0 0 0 26 13:45 166 639 210 729 0 0 0 0 1367 02:00 4 3 0 0 14:00 139 204 0 0 02:15 3 4 0 0 14:15 150 176 0 0 02:30 3 1 0 0 14:30 147 182 0 0 02:45 2 11 1 9 0 0 0 0 20 14:45 172 607 186 747 0 0 0 0 1354 03:00 3 2 0 0 15:00 152 200 0 0 03:15 2 1 0 0 15:15 163 210 0 0 03:30 1 1 0 0 15:30 187 207 0 0 03:45 1 6 4 8 0 0 0 0 13 15:45 172 674 198 814 0 0 0 0 1487 04:00 3 1 0 0 16:00 174 185 0 0 04:15 1 3 0 0 16:15 188 197 0 0 04:30 3 2 0 0 16:30 198 159 0 0 04:45 4 11 2 6 0 0 0 0 17 16:45 221 780 160 700 0 0 0 0 1480 05:00 4 3 0 0 17:00 216 157 0 0 05:15 10 14 0 0 17:15 236 157 0 0 05:30 10 14 0 0 17:30 246 158 0 0 05:45 26 49 23 54 0 0 0 0 102 17:45 226 924 149 620 0 0 0 0 1544 06:00 23 30 0 0 18:00 197 147 0 0 06:15 35 55 0 0 18:15 162 134 0 0 06:30 35 91 0 0 18:30 164 124 0 0 06:45 51 144 128 303 0 0 0 0 446 18:45 163 685 118 522 0 0 0 0 1206 07:00 49 200 0 0 19:00 131 120 0 0 07:15 61 219 0 0 19:15 123 117 0 0 07:30 67 226 0 0 19:30 114 109 0 0 07:45 78 255 191 835 0 0 0 0 1090 19:45 90 458 109 454 0 0 0 0 912 08:00 90 174 0 0 20:00 99 97 0 0 08:15 89 135 0 0 20:15 81 95 0 0 08:30 81 148 0 0 20:30 85 81 0 0 08:45 89 349 145 602 0 0 0 0 950 20:45 68 332 61 334 0 0 0 0 666 09:00 96 125 0 0 21:00 53 68 0 0 09:15 102 134 0 0 21:15 54 46 0 0 09:30 95 123 0 0 21:30 54 60 0 0 09:45 104 395 141 522 0 0 0 0 917 21:45 42 202 44 217 0 0 0 0 418 10:00 103 147 0 0 22:00 38 41 0 0 10:15 108 168 0 0 22:15 25 26 0 0 10:30 110 131 0 0 22:30 26 24 0 0 10:45 124 444 176 621 0 0 0 0 1064 22:45 29 116 19 110 0 0 0 0 226 11:00 119 172 0 0 23:00 21 22 0 0 11:15 131 172 0 0 23:15 21 15 0 0 11:30 138 183 0 0 23:30 11 11 0 0 11:45 143 531 195 721 0 0 0 0 1251 23:45 16 68 9 56 0 0 0 0 124 Total Vol.2234 3721 5955 6041 6038 12079 GPS Coordinates: NB SB Combined 8275 9759 18033 Split %37.5%62.5%33.0%50.0%50.0%67.0% Peak Hour 11:30 07:00 11:30 17:00 15:00 16:45 Volume 571 835 1303 924 814 1550 P.H.F.0.96 0.92 0.96 0.94 0.97 0.96 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-016Project# Carlsbad Blvd. btwn. Breakwater Rd. & Poinsettia Ln. Tuesday, August 02, 2016 Wednesday, August 03, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 17 Loca on: Carlsbad Boulevard between Avenida Encinas and La Costa Ave. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 1 6 12:00 155 181 00:15 5 8 12:15 165 163 00:30 8 10 12:30 143 173 00:45 8 22 0 24 46 12:45 172 635 182 699 1334 01:00 4 6 13:00 150 159 01:15 6 5 13:15 158 164 01:30 3 4 13:30 179 172 01:45 4 17 2 17 34 13:45 154 641 209 704 1345 02:00 1 0 14:00 181 246 02:15 5 2 14:15 164 200 02:30 2 1 14:30 166 194 02:45 3 11 4 7 18 14:45 172 683 193 833 1516 03:00 2 1 15:00 174 199 03:15 3 0 15:15 198 218 03:30 0 2 15:30 213 213 03:45 1 6 1 4 10 15:45 180 765 177 807 1572 04:00 1 5 16:00 206 193 04:15 2 3 16:15 211 165 04:30 2 1 16:30 206 166 04:45 8 13 0 9 22 16:45 233 856 179 703 1559 05:00 6 4 17:00 232 142 05:15 9 18 17:15 213 183 05:30 16 20 17:30 245 187 05:45 33 64 28 70 134 17:45 207 897 155 667 1564 06:00 26 41 18:00 203 135 06:15 38 88 18:15 173 140 06:30 37 153 18:30 177 144 06:45 54 155 199 481 636 18:45 139 692 131 550 1242 07:00 50 259 19:00 145 148 07:15 62 302 19:15 115 129 07:30 79 366 19:30 107 109 07:45 123 314 340 1267 1581 19:45 108 475 125 511 986 08:00 95 352 20:00 101 108 08:15 98 272 20:15 86 93 08:30 86 205 20:30 76 72 08:45 86 365 159 988 1353 20:45 69 332 55 328 660 09:00 91 154 21:00 68 50 09:15 96 121 21:15 58 26 09:30 86 172 21:30 51 34 09:45 111 384 141 588 972 21:45 32 209 29 139 348 10:00 103 136 22:00 47 29 10:15 109 121 22:15 29 18 10:30 100 100 22:30 31 33 10:45 106 418 120 477 895 22:45 17 124 23 103 227 11:00 137 162 23:00 22 29 11:15 128 161 23:15 15 14 11:30 178 140 23:30 9 12 11:45 167 610 174 637 1247 23:45 17 63 5 60 123 Total Vol.2379 4569 6948 6372 6104 12476 GPS Coordinates: NB SB EB WB Combined 8751 10673 19424 Split %34.2%65.8%35.8%51.1%48.9%64.2% Peak Hour 11:30 07:15 07:30 16:45 13:45 16:45 Volume 665 1360 1725 923 849 1614 P.H.F.0.93 0.93 0.93 0.94 0.86 0.93 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. PM Project#Tuesday, August 02, 2016 AM Daily Totals 16-1257-017 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 8 12:00 129 195 00:15 9 8 12:15 134 185 00:30 4 5 12:30 144 209 00:45 8 31 8 29 60 12:45 165 572 168 757 1329 01:00 7 8 13:00 151 190 01:15 2 4 13:15 169 170 01:30 2 5 13:30 172 176 01:45 0 11 3 20 31 13:45 150 642 143 679 1321 02:00 5 3 14:00 151 135 02:15 3 5 14:15 149 154 02:30 2 1 14:30 167 146 02:45 1 11 1 10 21 14:45 163 630 162 597 1227 03:00 2 0 15:00 176 170 03:15 2 0 15:15 180 173 03:30 1 1 15:30 204 172 03:45 2 7 4 5 12 15:45 202 762 199 714 1476 04:00 1 1 16:00 220 212 04:15 1 4 16:15 206 191 04:30 5 4 16:30 232 203 04:45 1 8 3 12 20 16:45 230 888 140 746 1634 05:00 8 2 17:00 232 131 05:15 5 16 17:15 290 141 05:30 7 21 17:30 242 141 05:45 24 44 22 61 105 17:45 239 1003 141 554 1557 06:00 27 42 18:00 252 142 06:15 30 83 18:15 218 114 06:30 26 135 18:30 209 81 06:45 44 127 185 445 572 18:45 166 845 95 432 1277 07:00 32 244 19:00 138 111 07:15 66 283 19:15 151 69 07:30 74 306 19:30 138 94 07:45 89 261 307 1140 1401 19:45 117 544 85 359 903 08:00 88 264 20:00 124 63 08:15 81 243 20:15 87 74 08:30 93 236 20:30 100 50 08:45 90 352 232 975 1327 20:45 78 389 63 250 639 09:00 99 224 21:00 63 62 09:15 90 228 21:15 59 60 09:30 90 227 21:30 45 57 09:45 105 384 255 934 1318 21:45 44 211 36 215 426 10:00 97 265 22:00 39 30 10:15 118 300 22:15 32 29 10:30 101 277 22:30 22 22 10:45 102 418 193 1035 1453 22:45 26 119 16 97 216 11:00 133 198 23:00 20 17 11:15 149 173 23:15 25 20 11:30 182 212 23:30 16 12 11:45 141 605 194 777 1382 23:45 15 76 14 63 139 Total Vol.2259 5443 7702 6681 5463 12144 GPS Coordinates: NB SB EB WB Combined 8940 10906 19846 Split %29.3%70.7%38.8%55.0%45.0%61.2% Peak Hour 11:00 07:15 09:45 17:15 15:45 15:45 Volume 605 1160 1518 1023 805 1665 P.H.F.0.83 0.94 0.91 0.88 0.95 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Wednesday, August 03, 2016 16-1257-017 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 7 0 0 12:00 142 188 0 0 00:15 7 8 0 0 12:15 150 174 0 0 00:30 6 8 0 0 12:30 144 191 0 0 00:45 8 27 4 27 0 0 0 0 53 12:45 169 604 175 728 0 0 0 0 1332 01:00 6 7 0 0 13:00 151 175 0 0 01:15 4 5 0 0 13:15 164 167 0 0 01:30 3 5 0 0 13:30 176 174 0 0 01:45 2 14 3 19 0 0 0 0 33 13:45 152 642 176 692 0 0 0 0 1333 02:00 3 2 0 0 14:00 166 191 0 0 02:15 4 4 0 0 14:15 157 177 0 0 02:30 2 1 0 0 14:30 167 170 0 0 02:45 2 11 3 9 0 0 0 0 20 14:45 168 657 178 715 0 0 0 0 1372 03:00 2 1 0 0 15:00 175 185 0 0 03:15 3 0 0 0 15:15 189 196 0 0 03:30 1 2 0 0 15:30 209 193 0 0 03:45 2 7 3 5 0 0 0 0 11 15:45 191 764 188 761 0 0 0 0 1524 04:00 1 3 0 0 16:00 213 203 0 0 04:15 2 4 0 0 16:15 209 178 0 0 04:30 4 3 0 0 16:30 219 185 0 0 04:45 5 11 2 11 0 0 0 0 21 16:45 232 872 160 725 0 0 0 0 1597 05:00 7 3 0 0 17:00 232 137 0 0 05:15 7 17 0 0 17:15 252 162 0 0 05:30 12 21 0 0 17:30 244 164 0 0 05:45 29 54 25 66 0 0 0 0 120 17:45 223 950 148 611 0 0 0 0 1561 06:00 27 42 0 0 18:00 228 139 0 0 06:15 34 86 0 0 18:15 196 127 0 0 06:30 32 144 0 0 18:30 193 113 0 0 06:45 49 141 192 463 0 0 0 0 604 18:45 153 769 113 491 0 0 0 0 1260 07:00 41 252 0 0 19:00 142 130 0 0 07:15 64 293 0 0 19:15 133 99 0 0 07:30 77 336 0 0 19:30 123 102 0 0 07:45 106 288 324 1204 0 0 0 0 1491 19:45 113 510 105 435 0 0 0 0 945 08:00 92 308 0 0 20:00 113 86 0 0 08:15 90 258 0 0 20:15 87 84 0 0 08:30 90 221 0 0 20:30 88 61 0 0 08:45 88 359 196 982 0 0 0 0 1340 20:45 74 361 59 289 0 0 0 0 650 09:00 95 189 0 0 21:00 66 56 0 0 09:15 93 175 0 0 21:15 59 43 0 0 09:30 88 200 0 0 21:30 48 46 0 0 09:45 108 384 198 761 0 0 0 0 1145 21:45 38 210 33 177 0 0 0 0 387 10:00 100 201 0 0 22:00 43 30 0 0 10:15 114 211 0 0 22:15 31 24 0 0 10:30 101 189 0 0 22:30 27 28 0 0 10:45 104 418 157 756 0 0 0 0 1174 22:45 22 122 20 100 0 0 0 0 222 11:00 135 180 0 0 23:00 21 23 0 0 11:15 139 167 0 0 23:15 20 17 0 0 11:30 180 176 0 0 23:30 13 12 0 0 11:45 154 608 184 707 0 0 0 0 1315 23:45 16 70 10 62 0 0 0 0 131 Total Vol.2319 5006 7325 6527 5784 12310 GPS Coordinates: NB SB Combined 8846 10790 19635 Split %31.7%68.3%37.3%53.0%47.0%62.7% Peak Hour 11:30 07:15 07:15 16:45 15:15 16:00 Volume 626 1260 1598 959 779 1597 P.H.F.0.87 0.94 0.93 0.95 0.96 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-017Project# Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Tuesday, August 02, 2016 Wednesday, August 03, 2016 AM PM Daily Totals 2-DAY AVERAGE 0 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 18 Loca on: La Costa Avenue between Piraeus St. and Saxony Rd. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 65 25 12:00 279 316 00:15 49 22 12:15 286 295 00:30 38 14 12:30 293 336 00:45 24 176 22 83 259 12:45 308 1166 291 1238 2404 01:00 18 13 13:00 249 280 01:15 24 6 13:15 301 285 01:30 10 11 13:30 297 271 01:45 18 70 4 34 104 13:45 340 1187 293 1129 2316 02:00 18 8 14:00 293 290 02:15 10 6 14:15 290 305 02:30 8 6 14:30 310 341 02:45 7 43 7 27 70 14:45 306 1199 344 1280 2479 03:00 11 6 15:00 270 328 03:15 15 5 15:15 342 327 03:30 14 11 15:30 337 328 03:45 12 52 12 34 86 15:45 348 1297 298 1281 2578 04:00 14 29 16:00 328 299 04:15 26 25 16:15 386 321 04:30 24 31 16:30 357 337 04:45 31 95 47 132 227 16:45 400 1471 351 1308 2779 05:00 38 77 17:00 395 310 05:15 57 82 17:15 401 410 05:30 78 111 17:30 357 370 05:45 104 277 129 399 676 17:45 428 1581 323 1413 2994 06:00 100 190 18:00 359 313 06:15 134 223 18:15 364 331 06:30 172 286 18:30 371 305 06:45 218 624 313 1012 1636 18:45 330 1424 255 1204 2628 07:00 225 309 19:00 276 283 07:15 253 330 19:15 305 234 07:30 296 356 19:30 281 215 07:45 306 1080 378 1373 2453 19:45 246 1108 161 893 2001 08:00 303 311 20:00 240 134 08:15 340 341 20:15 243 139 08:30 343 303 20:30 216 133 08:45 363 1349 310 1265 2614 20:45 238 937 99 505 1442 09:00 328 304 21:00 209 115 09:15 248 280 21:15 220 103 09:30 328 304 21:30 166 91 09:45 304 1208 305 1193 2401 21:45 159 754 93 402 1156 10:00 276 317 22:00 151 79 10:15 267 313 22:15 124 60 10:30 264 304 22:30 130 63 10:45 275 1082 314 1248 2330 22:45 90 495 50 252 747 11:00 245 298 23:00 67 58 11:15 256 307 23:15 67 41 11:30 298 307 23:30 64 27 11:45 295 1094 329 1241 2335 23:45 60 258 16 142 400 Total Vol.7150 8041 15191 12877 11047 23924 GPS Coordinates: NB SB EB WB Combined 20027 19088 39115 Split %47.1% 52.9%38.8%53.8%46.2%61.2% Peak Hour 08:15 07:30 08:15 17:00 16:45 16:45 Volume 1374 1386 2632 1581 1441 2994 P.H.F.0.95 0.92 0.97 0.92 0.88 0.92 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 La Costa Ave. btwn. Piraeus St. & Saxony Rd. PM Project#Wednesday, August 03, 2016 AM Daily Totals 16-1257-018 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 50 29 12:00 310 309 00:15 45 18 12:15 284 333 00:30 35 13 12:30 267 324 00:45 29 159 21 81 240 12:45 248 1109 341 1307 2416 01:00 27 17 13:00 296 289 01:15 26 7 13:15 271 347 01:30 25 7 13:30 328 292 01:45 27 105 10 41 146 13:45 275 1170 313 1241 2411 02:00 16 8 14:00 276 293 02:15 14 6 14:15 337 331 02:30 9 6 14:30 275 371 02:45 10 49 4 24 73 14:45 291 1179 337 1332 2511 03:00 8 2 15:00 326 322 03:15 15 7 15:15 333 335 03:30 15 7 15:30 345 338 03:45 11 49 12 28 77 15:45 341 1345 288 1283 2628 04:00 14 25 16:00 394 306 04:15 27 35 16:15 423 287 04:30 26 35 16:30 425 294 04:45 38 105 69 164 269 16:45 462 1704 313 1200 2904 05:00 37 69 17:00 436 308 05:15 59 88 17:15 407 361 05:30 76 137 17:30 428 348 05:45 127 299 157 451 750 17:45 422 1693 348 1365 3058 06:00 94 192 18:00 351 318 06:15 125 232 18:15 382 335 06:30 173 270 18:30 326 285 06:45 200 592 309 1003 1595 18:45 307 1366 269 1207 2573 07:00 198 330 19:00 292 232 07:15 261 364 19:15 276 256 07:30 300 368 19:30 310 197 07:45 346 1105 364 1426 2531 19:45 248 1126 204 889 2015 08:00 317 348 20:00 252 147 08:15 348 298 20:15 260 134 08:30 333 318 20:30 196 132 08:45 327 1325 325 1289 2614 20:45 224 932 119 532 1464 09:00 265 332 21:00 196 130 09:15 300 333 21:15 187 125 09:30 316 303 21:30 159 93 09:45 306 1187 336 1304 2491 21:45 174 716 109 457 1173 10:00 230 326 22:00 135 107 10:15 265 318 22:15 124 78 10:30 256 346 22:30 166 69 10:45 242 993 296 1286 2279 22:45 113 538 61 315 853 11:00 218 307 23:00 100 68 11:15 260 309 23:15 98 48 11:30 295 334 23:30 60 38 11:45 288 1061 358 1308 2369 23:45 73 331 38 192 523 Total Vol.7029 8405 15434 13209 11320 24529 GPS Coordinates: NB SB EB WB Combined 20238 19725 39963 Split %45.5% 54.5%38.6%53.9%46.1%61.4% Peak Hour 07:45 07:15 07:30 16:15 17:15 16:45 Volume 1344 1444 2689 1746 1375 3063 P.H.F.0.97 0.98 0.95 0.94 0.95 0.99 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project# La Costa Ave. btwn. Piraeus St. & Saxony Rd. Thursday, August 04, 2016 16-1257-018 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 58 27 12:00 0 0 295 313 00:15 0 0 47 20 12:15 0 0 285 314 00:30 0 0 37 14 12:30 0 0 280 330 00:45 0 0 0 0 27 168 22 82 250 12:45 0 0 0 0 278 1138 316 1273 2410 01:00 0 0 23 15 13:00 0 0 273 285 01:15 0 0 25 7 13:15 0 0 286 316 01:30 0 0 18 9 13:30 0 0 313 282 01:45 0 0 0 0 23 88 7 38 125 13:45 0 0 0 0 308 1179 303 1185 2364 02:00 0 0 17 8 14:00 0 0 285 292 02:15 0 0 12 6 14:15 0 0 314 318 02:30 0 0 9 6 14:30 0 0 293 356 02:45 0 0 0 0 9 46 6 26 72 14:45 0 0 0 0 299 1189 341 1306 2495 03:00 0 0 10 4 15:00 0 0 298 325 03:15 0 0 15 6 15:15 0 0 338 331 03:30 0 0 15 9 15:30 0 0 341 333 03:45 0 0 0 0 12 51 12 31 82 15:45 0 0 0 0 345 1321 293 1282 2603 04:00 0 0 14 27 16:00 0 0 361 303 04:15 0 0 27 30 16:15 0 0 405 304 04:30 0 0 25 33 16:30 0 0 391 316 04:45 0 0 0 0 35 100 58 148 248 16:45 0 0 0 0 431 1588 332 1254 2842 05:00 0 0 38 73 17:00 0 0 416 309 05:15 0 0 58 85 17:15 0 0 404 386 05:30 0 0 77 124 17:30 0 0 393 359 05:45 0 0 0 0 116 288 143 425 713 17:45 0 0 0 0 425 1637 336 1389 3026 06:00 0 0 97 191 18:00 0 0 355 316 06:15 0 0 130 228 18:15 0 0 373 333 06:30 0 0 173 278 18:30 0 0 349 295 06:45 0 0 0 0 209 608 311 1008 1616 18:45 0 0 0 0 319 1395 262 1206 2601 07:00 0 0 212 320 19:00 0 0 284 258 07:15 0 0 257 347 19:15 0 0 291 245 07:30 0 0 298 362 19:30 0 0 296 206 07:45 0 0 0 0 326 1093 371 1400 2492 19:45 0 0 0 0 247 1117 183 891 2008 08:00 0 0 310 330 20:00 0 0 246 141 08:15 0 0 344 320 20:15 0 0 252 137 08:30 0 0 338 311 20:30 0 0 206 133 08:45 0 0 0 0 345 1337 318 1277 2614 20:45 0 0 0 0 231 935 109 519 1453 09:00 0 0 297 318 21:00 0 0 203 123 09:15 0 0 274 307 21:15 0 0 204 114 09:30 0 0 322 304 21:30 0 0 163 92 09:45 0 0 0 0 305 1198 321 1249 2446 21:45 0 0 0 0 167 735 101 430 1165 10:00 0 0 253 322 22:00 0 0 143 93 10:15 0 0 266 316 22:15 0 0 124 69 10:30 0 0 260 325 22:30 0 0 148 66 10:45 0 0 0 0 259 1038 305 1267 2305 22:45 0 0 0 0 102 517 56 284 800 11:00 0 0 232 303 23:00 0 0 84 63 11:15 0 0 258 308 23:15 0 0 83 45 11:30 0 0 297 321 23:30 0 0 62 33 11:45 0 0 0 0 292 1078 344 1275 2352 23:45 0 0 0 0 67 295 27 167 462 Total Vol.7090 8223 15313 13043 11184 24227 GPS Coordinates: NB SB Combined 20133 19407 39539 Split %46.3% 53.7%38.7%53.8%46.2%61.3% Peak Hour 08:00 07:15 07:30 16:45 17:15 16:45 Volume 1337 1410 2660 1643 1396 3029 P.H.F.0.97 0.95 0.95 0.95 0.90 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-018Project# La Costa Ave. btwn. Piraeus St. & Saxony Rd. Wednesday, August 03, 2016 Thursday, August 04, 2016 AM PM Daily Totals 2-DAY AVERAGE 0 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 19 Loca on: La Costa Avenue between Romeria St. and Cadencia St. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 16 0 12:00 70 90 00:15 14 0 12:15 99 117 00:30 5 1 12:30 100 108 00:45 9 44 0 1 45 12:45 101 370 74 389 759 01:00 3 0 13:00 91 106 01:15 6 2 13:15 102 105 01:30 3 3 13:30 71 108 01:45 5 17 2 7 24 13:45 105 369 94 413 782 02:00 2 3 14:00 107 102 02:15 1 1 14:15 125 97 02:30 0 2 14:30 151 102 02:45 1 4 2 8 12 14:45 130 513 98 399 912 03:00 2 0 15:00 111 117 03:15 1 1 15:15 124 90 03:30 4 3 15:30 113 91 03:45 1 8 4 8 16 15:45 124 472 95 393 865 04:00 5 6 16:00 104 80 04:15 2 6 16:15 137 96 04:30 8 7 16:30 123 114 04:45 5 20 13 32 52 16:45 165 529 95 385 914 05:00 9 24 17:00 166 113 05:15 6 19 17:15 196 113 05:30 7 38 17:30 174 118 05:45 11 33 32 113 146 17:45 172 708 95 439 1147 06:00 10 51 18:00 115 101 06:15 21 71 18:15 125 72 06:30 28 81 18:30 113 89 06:45 24 83 82 285 368 18:45 139 492 87 349 841 07:00 29 94 19:00 89 89 07:15 33 123 19:15 87 65 07:30 30 129 19:30 85 68 07:45 65 157 134 480 637 19:45 64 325 61 283 608 08:00 54 103 20:00 82 60 08:15 75 121 20:15 77 50 08:30 58 109 20:30 82 46 08:45 59 246 141 474 720 20:45 63 304 47 203 507 09:00 66 116 21:00 51 41 09:15 60 137 21:15 61 32 09:30 65 103 21:30 36 50 09:45 74 265 100 456 721 21:45 36 184 36 159 343 10:00 78 76 22:00 42 21 10:15 55 102 22:15 25 26 10:30 55 76 22:30 31 20 10:45 87 275 99 353 628 22:45 26 124 20 87 211 11:00 87 88 23:00 16 15 11:15 88 110 23:15 16 12 11:30 84 104 23:30 23 8 11:45 85 344 122 424 768 23:45 13 68 9 44 112 Total Vol.1496 2641 4137 4458 3543 8001 GPS Coordinates: NB SB EB WB Combined 5954 6184 12138 Split %36.2% 63.8%34.1%55.7%44.3%65.9% Peak Hour 11:45 08:30 11:45 17:00 16:45 17:00 Volume 354 503 791 708 439 1147 P.H.F.0.89 0.89 0.92 0.90 0.93 0.93 PM Project#Wednesday, August 10, 2016 AM Daily Totals 16-1257-019 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 La Costa Ave. btwn. Romeria St. & Cadencia St. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 5 12:00 94 118 00:15 11 9 12:15 87 102 00:30 6 6 12:30 88 109 00:45 5 31 6 26 57 12:45 75 344 102 431 775 01:00 2 1 13:00 105 93 01:15 7 2 13:15 94 103 01:30 2 5 13:30 106 101 01:45 2 13 2 10 23 13:45 83 388 108 405 793 02:00 3 3 14:00 88 82 02:15 0 1 14:15 104 104 02:30 0 4 14:30 118 101 02:45 0 3 4 12 15 14:45 113 423 110 397 820 03:00 2 2 15:00 124 104 03:15 1 0 15:15 100 105 03:30 1 1 15:30 123 87 03:45 0 4 7 10 14 15:45 141 488 102 398 886 04:00 0 3 16:00 124 89 04:15 5 4 16:15 128 96 04:30 5 9 16:30 137 92 04:45 4 14 25 41 55 16:45 140 529 100 377 906 05:00 7 20 17:00 137 105 05:15 4 23 17:15 144 114 05:30 8 31 17:30 137 134 05:45 15 34 35 109 143 17:45 140 558 115 468 1026 06:00 16 58 18:00 136 95 06:15 14 61 18:15 127 91 06:30 30 82 18:30 120 90 06:45 37 97 78 279 376 18:45 110 493 74 350 843 07:00 29 94 19:00 115 99 07:15 41 112 19:15 100 90 07:30 62 131 19:30 82 71 07:45 64 196 155 492 688 19:45 83 380 72 332 712 08:00 63 118 20:00 80 48 08:15 58 129 20:15 91 55 08:30 59 125 20:30 73 58 08:45 50 230 129 501 731 20:45 66 310 50 211 521 09:00 54 116 21:00 51 52 09:15 76 119 21:15 62 45 09:30 69 138 21:30 42 41 09:45 75 274 113 486 760 21:45 56 211 34 172 383 10:00 72 104 22:00 29 39 10:15 63 111 22:15 36 23 10:30 90 108 22:30 37 29 10:45 88 313 98 421 734 22:45 29 131 22 113 244 11:00 65 103 23:00 22 11 11:15 86 102 23:15 27 8 11:30 87 105 23:30 18 8 11:45 95 333 93 403 736 23:45 15 82 8 35 117 Total Vol.1542 2790 4332 4337 3689 8026 GPS Coordinates: NB SB EB WB Combined 5879 6479 12358 Split %35.6% 64.4%35.1%54.0%46.0%64.9% Peak Hour 11:45 07:30 11:45 16:30 17:00 17:00 Volume 364 533 786 558 468 1026 P.H.F.0.96 0.86 0.93 0.97 0.87 0.95 0 AM PM Project# La Costa Ave. btwn. Romeria St. & Cadencia St. Thursday, August 11, 2016 16-1257-019 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 13 3 12:00 0 0 82 104 00:15 0 0 13 5 12:15 0 0 93 110 00:30 0 0 6 4 12:30 0 0 94 109 00:45 0 0 0 0 7 38 3 14 51 12:45 0 0 0 0 88 357 88 410 767 01:00 0 0 3 1 13:00 0 0 98 100 01:15 0 0 7 2 13:15 0 0 98 104 01:30 0 0 3 4 13:30 0 0 89 105 01:45 0 0 0 0 4 15 2 9 24 13:45 0 0 0 0 94 379 101 409 788 02:00 0 0 3 3 14:00 0 0 98 92 02:15 0 0 1 1 14:15 0 0 115 101 02:30 0 0 0 3 14:30 0 0 135 102 02:45 0 0 0 0 1 4 3 10 14 14:45 0 0 0 0 122 468 104 398 866 03:00 0 0 2 1 15:00 0 0 118 111 03:15 0 0 1 1 15:15 0 0 112 98 03:30 0 0 3 2 15:30 0 0 118 89 03:45 0 0 0 0 1 6 6 9 15 15:45 0 0 0 0 133 480 99 396 876 04:00 0 0 3 5 16:00 0 0 114 85 04:15 0 0 4 5 16:15 0 0 133 96 04:30 0 0 7 8 16:30 0 0 130 103 04:45 0 0 0 0 5 17 19 37 54 16:45 0 0 0 0 153 529 98 381 910 05:00 0 0 8 22 17:00 0 0 152 109 05:15 0 0 5 21 17:15 0 0 170 114 05:30 0 0 8 35 17:30 0 0 156 126 05:45 0 0 0 0 13 34 34 111 145 17:45 0 0 0 0 156 633 105 454 1087 06:00 0 0 13 55 18:00 0 0 126 98 06:15 0 0 18 66 18:15 0 0 126 82 06:30 0 0 29 82 18:30 0 0 117 90 06:45 0 0 0 0 31 90 80 282 372 18:45 0 0 0 0 125 493 81 350 842 07:00 0 0 29 94 19:00 0 0 102 94 07:15 0 0 37 118 19:15 0 0 94 78 07:30 0 0 46 130 19:30 0 0 84 70 07:45 0 0 0 0 65 177 145 486 663 19:45 0 0 0 0 74 353 67 308 660 08:00 0 0 59 111 20:00 0 0 81 54 08:15 0 0 67 125 20:15 0 0 84 53 08:30 0 0 59 117 20:30 0 0 78 52 08:45 0 0 0 0 55 238 135 488 726 20:45 0 0 0 0 65 307 49 207 514 09:00 0 0 60 116 21:00 0 0 51 47 09:15 0 0 68 128 21:15 0 0 62 39 09:30 0 0 67 121 21:30 0 0 39 46 09:45 0 0 0 0 75 270 107 471 741 21:45 0 0 0 0 46 198 35 166 363 10:00 0 0 75 90 22:00 0 0 36 30 10:15 0 0 59 107 22:15 0 0 31 25 10:30 0 0 73 92 22:30 0 0 34 25 10:45 0 0 0 0 88 294 99 387 681 22:45 0 0 0 0 28 128 21 100 228 11:00 0 0 76 96 23:00 0 0 19 13 11:15 0 0 87 106 23:15 0 0 22 10 11:30 0 0 86 105 23:30 0 0 21 8 11:45 0 0 0 0 90 339 108 414 752 23:45 0 0 0 0 14 75 9 40 115 Total Vol.1519 2716 4235 4398 3616 8014 GPS Coordinates: NB SB Combined 5917 6332 12248 Split %35.9% 64.1%34.6%54.9%45.1%65.4% Peak Hour 11:45 07:30 11:45 17:00 17:00 17:00 Volume 359 510 789 633 454 1087 P.H.F.0.95 0.88 0.97 0.93 0.90 0.96 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-019Project# La Costa Ave. btwn. Romeria St. & Cadencia St. Wednesday, August 10, 2016 Thursday, August 11, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 20 Loca on: Rancho Santa Fe Road between La Costa Meadows Dr. and San Elijo Rd. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location :Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 34 12:00 252 246 00:15 12 29 12:15 259 191 00:30 14 11 12:30 277 250 00:45 4 40 17 91 131 12:45 243 1031 251 938 1969 01:00 5 4 13:00 256 232 01:15 5 15 13:15 256 258 01:30 14 18 13:30 212 230 01:45 4 28 11 48 76 13:45 226 950 261 981 1931 02:00 3 11 14:00 217 238 02:15 6 5 14:15 259 240 02:30 5 8 14:30 231 317 02:45 4 18 7 31 49 14:45 243 950 249 1044 1994 03:00 2 1 15:00 249 305 03:15 6 4 15:15 260 297 03:30 6 11 15:30 269 308 03:45 11 25 6 22 47 15:45 268 1046 320 1230 2276 04:00 12 10 16:00 298 319 04:15 6 11 16:15 254 339 04:30 11 10 16:30 294 366 04:45 18 47 14 45 92 16:45 304 1150 348 1372 2522 05:00 36 18 17:00 331 339 05:15 22 30 17:15 336 357 05:30 54 38 17:30 325 346 05:45 69 181 87 173 354 17:45 294 1286 317 1359 2645 06:00 113 66 18:00 227 328 06:15 148 60 18:15 207 292 06:30 253 78 18:30 219 280 06:45 212 726 117 321 1047 18:45 155 808 223 1123 1931 07:00 156 133 19:00 152 231 07:15 158 190 19:15 140 195 07:30 198 189 19:30 132 207 07:45 235 747 225 737 1484 19:45 109 533 177 810 1343 08:00 211 220 20:00 97 160 08:15 183 234 20:15 104 186 08:30 196 256 20:30 74 159 08:45 178 768 236 946 1714 20:45 63 338 121 626 964 09:00 158 238 21:00 63 127 09:15 139 187 21:15 72 111 09:30 168 205 21:30 73 123 09:45 187 652 230 860 1512 21:45 81 289 88 449 738 10:00 171 214 22:00 58 97 10:15 233 215 22:15 37 80 10:30 210 182 22:30 13 83 10:45 189 803 219 830 1633 22:45 18 126 56 316 442 11:00 180 200 23:00 22 53 11:15 245 198 23:15 18 62 11:30 233 235 23:30 17 44 11:45 218 876 211 844 1720 23:45 14 71 41 200 271 Total Vol.4911 4948 9859 8578 10448 19026 GPS Coordinates: NB SB EB WB Combined 13489 15396 28885 Split %49.8%50.2%34.1%45.1%54.9%65.9% Peak Hour 11:45 08:15 11:45 16:45 16:30 16:45 Volume 1006 964 1904 1296 1410 2686 P.H.F.0.91 0.94 0.90 0.96 0.96 0.97 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 PM Project#Tuesday, August 02, 2016 AM Daily Totals 16-1257-020 DAY 1 Volumes for:City:Carlsbad Location :Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 31 12:00 225 233 00:15 6 28 12:15 285 225 00:30 9 14 12:30 234 283 00:45 11 32 20 93 125 12:45 262 1006 245 986 1992 01:00 7 14 13:00 251 266 01:15 8 11 13:15 248 239 01:30 4 11 13:30 242 267 01:45 2 21 7 43 64 13:45 250 991 259 1031 2022 02:00 4 9 14:00 213 239 02:15 3 8 14:15 237 251 02:30 6 3 14:30 259 333 02:45 2 15 8 28 43 14:45 260 969 302 1125 2094 03:00 2 2 15:00 224 338 03:15 2 5 15:15 233 308 03:30 4 9 15:30 253 335 03:45 8 16 12 28 44 15:45 344 1054 306 1287 2341 04:00 6 9 16:00 246 322 04:15 9 12 16:15 255 318 04:30 14 8 16:30 282 355 04:45 21 50 15 44 94 16:45 290 1073 319 1314 2387 05:00 31 22 17:00 290 367 05:15 26 21 17:15 354 344 05:30 61 47 17:30 314 360 05:45 93 211 76 166 377 17:45 298 1256 328 1399 2655 06:00 98 67 18:00 247 333 06:15 128 69 18:15 220 350 06:30 120 98 18:30 220 267 06:45 119 465 132 366 831 18:45 150 837 263 1213 2050 07:00 117 156 19:00 113 211 07:15 149 171 19:15 105 192 07:30 193 193 19:30 126 199 07:45 224 683 236 756 1439 19:45 104 448 177 779 1227 08:00 237 222 20:00 74 165 08:15 231 214 20:15 99 169 08:30 334 248 20:30 84 143 08:45 308 1110 229 913 2023 20:45 59 316 131 608 924 09:00 291 194 21:00 102 149 09:15 307 207 21:15 81 127 09:30 252 241 21:30 70 106 09:45 248 1098 211 853 1951 21:45 60 313 77 459 772 10:00 260 187 22:00 44 106 10:15 204 198 22:15 41 90 10:30 235 196 22:30 27 96 10:45 259 958 210 791 1749 22:45 39 151 67 359 510 11:00 230 204 23:00 31 53 11:15 248 240 23:15 19 40 11:30 261 230 23:30 14 37 11:45 287 1026 239 913 1939 23:45 16 80 30 160 240 Total Vol.5685 4994 10679 8494 10720 19214 GPS Coordinates: NB SB EB WB Combined 14179 15714 29893 Split %53.2%46.8%35.7%44.2%55.8%64.3% Peak Hour 08:30 11:45 08:30 17:00 17:00 17:00 Volume 1240 980 2118 1256 1399 2655 P.H.F.0.93 0.87 0.91 0.89 0.95 0.95 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 0 AM PM Project#Wednesday, August 03, 2016 16-1257-020 Daily Totals Volumes for:&City:Carlsbad Location :Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 33 0 0 12:00 239 240 0 0 00:15 9 29 0 0 12:15 272 208 0 0 00:30 12 13 0 0 12:30 256 267 0 0 00:45 8 36 19 92 0 0 0 0 128 12:45 253 1019 248 962 0 0 0 0 1981 01:00 6 9 0 0 13:00 254 249 0 0 01:15 7 13 0 0 13:15 252 249 0 0 01:30 9 15 0 0 13:30 227 249 0 0 01:45 3 25 9 46 0 0 0 0 70 13:45 238 971 260 1006 0 0 0 0 1977 02:00 4 10 0 0 14:00 215 239 0 0 02:15 5 7 0 0 14:15 248 246 0 0 02:30 6 6 0 0 14:30 245 325 0 0 02:45 3 17 8 30 0 0 0 0 46 14:45 252 960 276 1085 0 0 0 0 2044 03:00 2 2 0 0 15:00 237 322 0 0 03:15 4 5 0 0 15:15 247 303 0 0 03:30 5 10 0 0 15:30 261 322 0 0 03:45 10 21 9 25 0 0 0 0 46 15:45 306 1050 313 1259 0 0 0 0 2309 04:00 9 10 0 0 16:00 272 321 0 0 04:15 8 12 0 0 16:15 255 329 0 0 04:30 13 9 0 0 16:30 288 361 0 0 04:45 20 49 15 45 0 0 0 0 93 16:45 297 1112 334 1343 0 0 0 0 2455 05:00 34 20 0 0 17:00 311 353 0 0 05:15 24 26 0 0 17:15 345 351 0 0 05:30 58 43 0 0 17:30 320 353 0 0 05:45 81 196 82 170 0 0 0 0 366 17:45 296 1271 323 1379 0 0 0 0 2650 06:00 106 67 0 0 18:00 237 331 0 0 06:15 138 65 0 0 18:15 214 321 0 0 06:30 187 88 0 0 18:30 220 274 0 0 06:45 166 596 125 344 0 0 0 0 939 18:45 153 823 243 1168 0 0 0 0 1991 07:00 137 145 0 0 19:00 133 221 0 0 07:15 154 181 0 0 19:15 123 194 0 0 07:30 196 191 0 0 19:30 129 203 0 0 07:45 230 715 231 747 0 0 0 0 1462 19:45 107 491 177 795 0 0 0 0 1285 08:00 224 221 0 0 20:00 86 163 0 0 08:15 207 224 0 0 20:15 102 178 0 0 08:30 265 252 0 0 20:30 79 151 0 0 08:45 243 939 233 930 0 0 0 0 1869 20:45 61 327 126 617 0 0 0 0 944 09:00 225 216 0 0 21:00 83 138 0 0 09:15 223 197 0 0 21:15 77 119 0 0 09:30 210 223 0 0 21:30 72 115 0 0 09:45 218 875 221 857 0 0 0 0 1732 21:45 71 301 83 454 0 0 0 0 755 10:00 216 201 0 0 22:00 51 102 0 0 10:15 219 207 0 0 22:15 39 85 0 0 10:30 223 189 0 0 22:30 20 90 0 0 10:45 224 881 215 811 0 0 0 0 1691 22:45 29 139 62 338 0 0 0 0 476 11:00 205 202 0 0 23:00 27 53 0 0 11:15 247 219 0 0 23:15 19 51 0 0 11:30 247 233 0 0 23:30 16 41 0 0 11:45 253 951 225 879 0 0 0 0 1830 23:45 15 76 36 180 0 0 0 0 256 Total Vol.5298 4971 10269 8536 10584 19120 GPS Coordinates: NB SB Combined 13834 15555 29389 Split %51.6%48.4%34.9%44.6%55.4%65.1% Peak Hour 11:45 11:45 11:45 16:45 16:30 16:45 Volume 1019 939 1958 1272 1398 2662 P.H.F.0.94 0.88 0.94 0.92 0.97 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-020Project#Tuesday, August 02, 2016 Wednesday, August 03, 2016 AM PM Daily Totals 2-DAY AVERAGE 0 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 21 Loca on: Poinse= a Lane between Paseo Del Norte and Ba quitos Dr. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 12 12:00 215 219 00:15 14 11 12:15 219 222 00:30 16 11 12:30 194 194 00:45 22 71 8 42 113 12:45 252 880 213 848 1728 01:00 22 11 13:00 218 199 01:15 6 5 13:15 190 203 01:30 6 7 13:30 208 176 01:45 4 38 9 32 70 13:45 221 837 199 777 1614 02:00 6 4 14:00 210 185 02:15 10 5 14:15 226 185 02:30 6 3 14:30 218 214 02:45 7 29 3 15 44 14:45 229 883 226 810 1693 03:00 3 1 15:00 229 214 03:15 3 5 15:15 233 211 03:30 9 2 15:30 246 208 03:45 5 20 7 15 35 15:45 224 932 220 853 1785 04:00 11 17 16:00 234 222 04:15 8 22 16:15 270 251 04:30 15 26 16:30 295 216 04:45 12 46 33 98 144 16:45 286 1085 237 926 2011 05:00 13 38 17:00 274 302 05:15 33 69 17:15 288 311 05:30 48 73 17:30 293 310 05:45 68 162 93 273 435 17:45 309 1164 255 1178 2342 06:00 50 112 18:00 269 236 06:15 70 117 18:15 259 222 06:30 75 160 18:30 245 207 06:45 107 302 176 565 867 18:45 183 956 184 849 1805 07:00 132 196 19:00 205 164 07:15 165 191 19:15 208 158 07:30 204 224 19:30 164 127 07:45 263 764 263 874 1638 19:45 147 724 124 573 1297 08:00 244 203 20:00 173 88 08:15 238 205 20:15 159 94 08:30 243 217 20:30 144 98 08:45 293 1018 248 873 1891 20:45 141 617 82 362 979 09:00 233 207 21:00 126 84 09:15 221 216 21:15 113 61 09:30 206 211 21:30 95 57 09:45 190 850 205 839 1689 21:45 106 440 47 249 689 10:00 196 186 22:00 104 49 10:15 165 168 22:15 87 40 10:30 187 200 22:30 66 36 10:45 181 729 197 751 1480 22:45 66 323 51 176 499 11:00 172 217 23:00 54 30 11:15 176 206 23:15 51 30 11:30 199 228 23:30 50 18 11:45 198 745 237 888 1633 23:45 30 185 21 99 284 Total Vol.4774 5265 10039 9026 7700 16726 GPS Coordinates: NB SB EB WB Combined 13800 12965 26765 Split %47.6% 52.4%37.5%54.0%46.0%62.5% Peak Hour 08:00 11:30 08:00 17:00 17:00 17:00 Volume 1018 906 1891 1164 1178 2342 P.H.F.0.87 0.96 0.87 0.94 0.95 0.97 PM Project#Tuesday, August 02, 2016 AM Daily Totals 16-1257-021 DAY 1 33.1040, -117.3069 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Rd. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 13 12:00 221 209 00:15 16 10 12:15 236 206 00:30 25 13 12:30 214 214 00:45 11 81 3 39 120 12:45 252 923 242 871 1794 01:00 11 7 13:00 241 239 01:15 16 7 13:15 239 233 01:30 15 7 13:30 214 214 01:45 10 52 3 24 76 13:45 185 879 185 871 1750 02:00 2 1 14:00 196 196 02:15 12 3 14:15 199 199 02:30 3 5 14:30 214 214 02:45 3 20 5 14 34 14:45 233 842 228 837 1679 03:00 3 1 15:00 230 242 03:15 5 9 15:15 258 236 03:30 6 3 15:30 244 258 03:45 11 25 10 23 48 15:45 275 1007 244 980 1987 04:00 8 19 16:00 252 245 04:15 9 17 16:15 285 258 04:30 17 20 16:30 296 244 04:45 12 46 28 84 130 16:45 292 1125 296 1043 2168 05:00 12 40 17:00 263 311 05:15 32 57 17:15 301 325 05:30 43 69 17:30 325 328 05:45 66 153 88 254 407 17:45 328 1217 285 1249 2466 06:00 60 103 18:00 225 228 06:15 65 133 18:15 214 214 06:30 87 131 18:30 221 185 06:45 133 345 154 521 866 18:45 185 845 196 823 1668 07:00 131 185 19:00 177 166 07:15 154 196 19:15 185 154 07:30 185 214 19:30 181 147 07:45 214 684 228 823 1507 19:45 159 702 141 608 1310 08:00 258 242 20:00 163 122 08:15 244 239 20:15 139 100 08:30 243 233 20:30 133 85 08:45 239 984 214 928 1912 20:45 104 539 87 394 933 09:00 233 241 21:00 104 76 09:15 214 214 21:15 87 60 09:30 228 222 21:30 85 65 09:45 241 916 208 885 1801 21:45 86 362 58 259 621 10:00 185 241 22:00 60 54 10:15 163 242 22:15 65 41 10:30 199 196 22:30 58 42 10:45 187 734 166 845 1579 22:45 54 237 28 165 402 11:00 175 187 23:00 41 21 11:15 169 185 23:15 42 14 11:30 163 217 23:30 28 16 11:45 188 695 239 828 1523 23:45 24 135 13 64 199 Total Vol.4735 5268 10003 8813 8164 16977 GPS Coordinates: NB SB EB WB Combined 13548 13432 26980 Split %47.3% 52.7%37.1%51.9%48.1%62.9% Peak Hour 08:00 07:45 08:00 17:00 16:45 17:00 Volume 984 942 1912 1217 1260 2466 P.H.F.0.95 0.97 0.96 0.93 0.96 0.94 33.1040, -117.3069 AM PM Project# Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Rd. Wednesday, August 03, 2016 16-1257-021 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 24 13 12:00 0 0 218 214 00:15 0 0 15 11 12:15 0 0 228 214 00:30 0 0 21 12 12:30 0 0 204 204 00:45 0 0 0 0 17 76 6 41 117 12:45 0 0 0 0 252 902 228 860 1761 01:00 0 0 17 9 13:00 0 0 230 219 01:15 0 0 11 6 13:15 0 0 215 218 01:30 0 0 11 7 13:30 0 0 211 195 01:45 0 0 0 0 7 45 6 28 73 13:45 0 0 0 0 203 858 192 824 1682 02:00 0 0 4 3 14:00 0 0 203 191 02:15 0 0 11 4 14:15 0 0 213 192 02:30 0 0 5 4 14:30 0 0 216 214 02:45 0 0 0 0 5 25 4 15 39 14:45 0 0 0 0 231 863 227 824 1686 03:00 0 0 3 1 15:00 0 0 230 228 03:15 0 0 4 7 15:15 0 0 246 224 03:30 0 0 8 3 15:30 0 0 245 233 03:45 0 0 0 0 8 23 9 19 42 15:45 0 0 0 0 250 970 232 917 1886 04:00 0 0 10 18 16:00 0 0 243 234 04:15 0 0 9 20 16:15 0 0 278 255 04:30 0 0 16 23 16:30 0 0 296 230 04:45 0 0 0 0 12 46 31 91 137 16:45 0 0 0 0 289 1105 267 985 2090 05:00 0 0 13 39 17:00 0 0 269 307 05:15 0 0 33 63 17:15 0 0 295 318 05:30 0 0 46 71 17:30 0 0 309 319 05:45 0 0 0 0 67 158 91 264 421 17:45 0 0 0 0 319 1191 270 1214 2404 06:00 0 0 55 108 18:00 0 0 247 232 06:15 0 0 68 125 18:15 0 0 237 218 06:30 0 0 81 146 18:30 0 0 233 196 06:45 0 0 0 0 120 324 165 543 867 18:45 0 0 0 0 184 901 190 836 1737 07:00 0 0 132 191 19:00 0 0 191 165 07:15 0 0 160 194 19:15 0 0 197 156 07:30 0 0 195 219 19:30 0 0 173 137 07:45 0 0 0 0 239 724 246 849 1573 19:45 0 0 0 0 153 713 133 591 1304 08:00 0 0 251 223 20:00 0 0 168 105 08:15 0 0 241 222 20:15 0 0 149 97 08:30 0 0 243 225 20:30 0 0 139 92 08:45 0 0 0 0 266 1001 231 901 1902 20:45 0 0 0 0 123 578 85 378 956 09:00 0 0 233 224 21:00 0 0 115 80 09:15 0 0 218 215 21:15 0 0 100 61 09:30 0 0 217 217 21:30 0 0 90 61 09:45 0 0 0 0 216 883 207 862 1745 21:45 0 0 0 0 96 401 53 254 655 10:00 0 0 191 214 22:00 0 0 82 52 10:15 0 0 164 205 22:15 0 0 76 41 10:30 0 0 193 198 22:30 0 0 62 39 10:45 0 0 0 0 184 732 182 798 1530 22:45 0 0 0 0 60 280 40 171 451 11:00 0 0 174 202 23:00 0 0 48 26 11:15 0 0 173 196 23:15 0 0 47 22 11:30 0 0 181 223 23:30 0 0 39 17 11:45 0 0 0 0 193 720 238 858 1578 23:45 0 0 0 0 27 160 17 82 242 Total Vol.4755 5267 10021 8920 7932 16852 GPS Coordinates: NB SB Combined 13674 13199 26873 Split %47.4% 52.6%37.3%52.9%47.1%62.7% Peak Hour 08:00 07:45 08:00 17:00 17:00 17:00 Volume 1001 915 1902 1191 1214 2404 P.H.F.0.94 0.93 0.96 0.93 0.95 0.96 Daily Totals 2-DAY AVERAGE 33.1040, -117.3069 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-021Project# Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Rd. Tuesday, August 02, 2016 Wednesday, August 03, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 22 Loca on: Tamarack Ave. between El Camino Real and La Portalada Dr. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 5 4 12:00 58 59 00:15 7 3 12:15 59 61 00:30 5 1 12:30 61 46 00:45 3 20 0 8 28 12:45 63 241 60 226 467 01:00 6 2 13:00 57 52 01:15 2 2 13:15 61 63 01:30 1 2 13:30 46 65 01:45 1 10 0 6 16 13:45 64 228 66 246 474 02:00 1 0 14:00 53 79 02:15 1 0 14:15 69 100 02:30 2 0 14:30 90 95 02:45 2 6 2 2 8 14:45 105 317 67 341 658 03:00 0 1 15:00 85 81 03:15 0 0 15:15 72 58 03:30 1 5 15:30 67 73 03:45 0 1 3 9 10 15:45 61 285 81 293 578 04:00 1 4 16:00 64 58 04:15 0 4 16:15 89 73 04:30 2 3 16:30 104 71 04:45 0 3 13 24 27 16:45 105 362 63 265 627 05:00 1 12 17:00 69 66 05:15 5 19 17:15 134 61 05:30 5 20 17:30 97 70 05:45 12 23 31 82 105 17:45 129 429 62 259 688 06:00 16 48 18:00 112 57 06:15 28 71 18:15 110 45 06:30 43 67 18:30 78 53 06:45 53 140 116 302 442 18:45 99 399 59 214 613 07:00 66 147 19:00 72 49 07:15 60 191 19:15 75 48 07:30 69 199 19:30 43 29 07:45 74 269 231 768 1037 19:45 50 240 24 150 390 08:00 59 134 20:00 52 27 08:15 50 108 20:15 47 19 08:30 59 75 20:30 41 30 08:45 39 207 103 420 627 20:45 40 180 23 99 279 09:00 54 74 21:00 31 17 09:15 48 67 21:15 32 25 09:30 73 50 21:30 27 10 09:45 46 221 80 271 492 21:45 14 104 10 62 166 10:00 46 66 22:00 18 6 10:15 44 69 22:15 13 7 10:30 59 67 22:30 20 10 10:45 36 185 66 268 453 22:45 17 68 5 28 96 11:00 58 57 23:00 7 7 11:15 53 58 23:15 9 7 11:30 55 68 23:30 13 5 11:45 45 211 56 239 450 23:45 11 40 2 21 61 Total Vol.1296 2399 3695 2893 2204 5097 GPS Coordinates: NB SB EB WB Combined 4189 4603 8792 Split %35.1% 64.9%42.0%56.8%43.2%58.0% Peak Hour 07:00 07:00 07:00 17:15 14:15 17:15 Volume 269 768 1037 472 343 722 P.H.F.0.91 0.83 0.85 0.88 0.86 0.93 PM Project#Tuesday, September 13, 2016 AM Daily Totals 16-1257-022 DAY 1 NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts. Prepared by: Field Data Services of Arizona/Veracity Traffic Group (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 7 4 12:00 58 68 00:15 5 2 12:15 58 59 00:30 2 0 12:30 51 56 00:45 0 14 0 6 20 12:45 49 216 67 250 466 01:00 6 0 13:00 53 48 01:15 4 0 13:15 53 67 01:30 2 1 13:30 61 64 01:45 2 14 2 3 17 13:45 66 233 60 239 472 02:00 1 0 14:00 60 78 02:15 1 1 14:15 62 110 02:30 0 1 14:30 92 81 02:45 1 3 2 4 7 14:45 134 348 109 378 726 03:00 0 0 15:00 92 94 03:15 1 0 15:15 72 67 03:30 1 2 15:30 72 64 03:45 0 2 4 6 8 15:45 71 307 89 314 621 04:00 0 3 16:00 72 64 04:15 2 1 16:15 102 82 04:30 2 5 16:30 95 70 04:45 4 8 16 25 33 16:45 76 345 76 292 637 05:00 1 12 17:00 87 81 05:15 1 19 17:15 117 70 05:30 12 31 17:30 119 71 05:45 13 27 33 95 122 17:45 121 444 80 302 746 06:00 14 39 18:00 126 62 06:15 29 63 18:15 98 52 06:30 50 67 18:30 84 52 06:45 48 141 117 286 427 18:45 81 389 40 206 595 07:00 63 150 19:00 72 43 07:15 68 195 19:15 83 56 07:30 85 222 19:30 69 37 07:45 80 296 228 795 1091 19:45 47 271 29 165 436 08:00 63 145 20:00 58 31 08:15 41 114 20:15 30 24 08:30 47 119 20:30 29 32 08:45 47 198 94 472 670 20:45 28 145 19 106 251 09:00 37 72 21:00 40 14 09:15 51 60 21:15 30 25 09:30 45 71 21:30 27 20 09:45 43 176 84 287 463 21:45 18 115 13 72 187 10:00 52 48 22:00 23 12 10:15 45 66 22:15 26 13 10:30 39 55 22:30 13 7 10:45 50 186 55 224 410 22:45 14 76 7 39 115 11:00 43 62 23:00 8 7 11:15 44 59 23:15 13 1 11:30 52 55 23:30 2 5 11:45 58 197 58 234 431 23:45 4 27 1 14 41 Total Vol.1262 2437 3699 2916 2377 5293 GPS Coordinates: NB SB EB WB Combined 4178 4814 8992 Split %34.1% 65.9%41.1%55.1%44.9%58.9% Peak Hour 07:00 07:00 07:00 17:15 14:15 14:15 Volume 296 795 1091 483 394 774 P.H.F.0.87 0.87 0.89 0.96 0.90 0.80 0 AM PM Project# El Camino Real btwn. Tamarack Ave. & Kelly Dr. Wednesday, September 14, 2016 16-1257-022 Daily Totals NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts. Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 6 4 12:00 0 0 58 64 00:15 0 0 6 3 12:15 0 0 59 60 00:30 0 0 4 1 12:30 0 0 56 51 00:45 0 0 0 0 2 17 0 7 24 12:45 0 0 0 0 56 229 64 238 467 01:00 0 0 6 1 13:00 0 0 55 50 01:15 0 0 3 1 13:15 0 0 57 65 01:30 0 0 2 2 13:30 0 0 54 65 01:45 0 0 0 0 2 12 1 5 17 13:45 0 0 0 0 65 231 63 243 473 02:00 0 0 1 0 14:00 0 0 57 79 02:15 0 0 1 1 14:15 0 0 66 105 02:30 0 0 1 1 14:30 0 0 91 88 02:45 0 0 0 0 2 5 2 3 8 14:45 0 0 0 0 120 333 88 360 692 03:00 0 0 0 1 15:00 0 0 89 88 03:15 0 0 1 0 15:15 0 0 72 63 03:30 0 0 1 4 15:30 0 0 70 69 03:45 0 0 0 0 0 2 4 8 9 15:45 0 0 0 0 66 296 85 304 600 04:00 0 0 1 4 16:00 0 0 68 61 04:15 0 0 1 3 16:15 0 0 96 78 04:30 0 0 2 4 16:30 0 0 100 71 04:45 0 0 0 0 2 6 15 25 30 16:45 0 0 0 0 91 354 70 279 632 05:00 0 0 1 12 17:00 0 0 78 74 05:15 0 0 3 19 17:15 0 0 126 66 05:30 0 0 9 26 17:30 0 0 108 71 05:45 0 0 0 0 13 25 32 89 114 17:45 0 0 0 0 125 437 71 281 717 06:00 0 0 15 44 18:00 0 0 119 60 06:15 0 0 29 67 18:15 0 0 104 49 06:30 0 0 47 67 18:30 0 0 81 53 06:45 0 0 0 0 51 141 117 294 435 18:45 0 0 0 0 90 394 50 210 604 07:00 0 0 65 149 19:00 0 0 72 46 07:15 0 0 64 193 19:15 0 0 79 52 07:30 0 0 77 211 19:30 0 0 56 33 07:45 0 0 0 0 77 283 230 782 1064 19:45 0 0 0 0 49 256 27 158 413 08:00 0 0 61 140 20:00 0 0 55 29 08:15 0 0 46 111 20:15 0 0 39 22 08:30 0 0 53 97 20:30 0 0 35 31 08:45 0 0 0 0 43 203 99 446 649 20:45 0 0 0 0 34 163 21 103 265 09:00 0 0 46 73 21:00 0 0 36 16 09:15 0 0 50 64 21:15 0 0 31 25 09:30 0 0 59 61 21:30 0 0 27 15 09:45 0 0 0 0 45 199 82 279 478 21:45 0 0 0 0 16 110 12 67 177 10:00 0 0 49 57 22:00 0 0 21 9 10:15 0 0 45 68 22:15 0 0 20 10 10:30 0 0 49 61 22:30 0 0 17 9 10:45 0 0 0 0 43 186 61 246 432 22:45 0 0 0 0 16 72 6 34 106 11:00 0 0 51 60 23:00 0 0 8 7 11:15 0 0 49 59 23:15 0 0 11 4 11:30 0 0 54 62 23:30 0 0 8 5 11:45 0 0 0 0 52 204 57 237 441 23:45 0 0 0 0 8 34 2 18 51 Total Vol.1279 2418 3697 2905 2291 5195 GPS Coordinates: NB SB Combined 4184 4709 8892 Split %34.6% 65.4%41.6%55.9%44.1%58.4% Peak Hour 07:00 07:00 07:00 17:15 14:15 17:15 Volume 283 782 1064 478 369 744 P.H.F.0.92 0.85 0.87 0.95 0.88 0.95 Daily Totals 2-DAY AVERAGE 0 NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts. AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-022Project# El Camino Real btwn. Tamarack Ave. & Kelly Dr. Tuesday, September 13, 2016 Wednesday, September 14, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 23 Loca on: Cannon Road between Paseo Del Norte and Car Country Dr. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 23 7 12:00 205 207 00:15 11 4 12:15 205 195 00:30 15 3 12:30 221 185 00:45 10 59 6 20 79 12:45 244 875 182 769 1644 01:00 2 8 13:00 262 160 01:15 6 2 13:15 235 189 01:30 7 5 13:30 211 144 01:45 5 20 2 17 37 13:45 183 891 160 653 1544 02:00 7 2 14:00 179 150 02:15 7 7 14:15 212 181 02:30 1 3 14:30 177 205 02:45 3 18 2 14 32 14:45 165 733 204 740 1473 03:00 2 4 15:00 187 247 03:15 1 5 15:15 195 218 03:30 6 3 15:30 190 260 03:45 9 18 3 15 33 15:45 195 767 251 976 1743 04:00 4 4 16:00 232 258 04:15 3 9 16:15 225 270 04:30 13 19 16:30 230 284 04:45 16 36 20 52 88 16:45 241 928 300 1112 2040 05:00 15 23 17:00 220 373 05:15 23 36 17:15 225 388 05:30 42 48 17:30 214 367 05:45 48 128 48 155 283 17:45 228 887 311 1439 2326 06:00 64 81 18:00 186 300 06:15 111 97 18:15 177 268 06:30 105 116 18:30 146 253 06:45 190 470 169 463 933 18:45 168 677 199 1020 1697 07:00 148 168 19:00 154 240 07:15 192 129 19:15 141 196 07:30 271 172 19:30 108 182 07:45 348 959 156 625 1584 19:45 123 526 174 792 1318 08:00 282 147 20:00 124 202 08:15 262 155 20:15 110 235 08:30 258 162 20:30 107 241 08:45 314 1116 137 601 1717 20:45 103 444 161 839 1283 09:00 312 146 21:00 96 107 09:15 276 138 21:15 86 65 09:30 299 140 21:30 68 53 09:45 351 1238 127 551 1789 21:45 66 316 34 259 575 10:00 331 134 22:00 67 23 10:15 309 145 22:15 49 20 10:30 302 134 22:30 43 28 10:45 283 1225 123 536 1761 22:45 50 209 31 102 311 11:00 272 146 23:00 40 23 11:15 255 144 23:15 21 13 11:30 246 192 23:30 27 17 11:45 223 996 202 684 1680 23:45 19 107 7 60 167 Total Vol.6283 3733 10016 7360 8761 16121 GPS Coordinates: NB SB EB WB Combined 13643 12494 26137 Split %62.7% 37.3%38.3%45.7%54.3%61.7% Peak Hour 09:45 11:30 09:30 12:30 17:00 16:45 Volume 1293 796 1836 962 1439 2328 P.H.F.0.92 0.96 0.96 0.92 0.93 0.95 PM Project#Wednesday, July 20, 2016 AM Daily Totals 16-1257-023 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Cannon Rd. btwn. Paseo Del Norte & Car Country Dr. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 20 11 12:00 231 207 00:15 10 6 12:15 259 216 00:30 8 5 12:30 225 209 00:45 5 43 5 27 70 12:45 249 964 191 823 1787 01:00 6 6 13:00 216 136 01:15 7 5 13:15 241 164 01:30 8 4 13:30 218 181 01:45 9 30 2 17 47 13:45 203 878 163 644 1522 02:00 3 1 14:00 209 175 02:15 3 3 14:15 198 158 02:30 4 1 14:30 196 213 02:45 6 16 4 9 25 14:45 232 835 210 756 1591 03:00 2 2 15:00 216 276 03:15 4 7 15:15 204 256 03:30 3 2 15:30 240 275 03:45 6 15 7 18 33 15:45 212 872 257 1064 1936 04:00 5 4 16:00 209 299 04:15 2 10 16:15 177 279 04:30 14 23 16:30 253 306 04:45 20 41 18 55 96 16:45 197 836 322 1206 2042 05:00 20 24 17:00 229 382 05:15 26 40 17:15 234 425 05:30 37 46 17:30 212 391 05:45 54 137 48 158 295 17:45 219 894 299 1497 2391 06:00 61 79 18:00 183 284 06:15 94 101 18:15 181 298 06:30 108 142 18:30 186 258 06:45 186 449 159 481 930 18:45 160 710 209 1049 1759 07:00 128 152 19:00 135 222 07:15 206 136 19:15 113 197 07:30 293 150 19:30 98 202 07:45 385 1012 180 618 1630 19:45 119 465 182 803 1268 08:00 314 146 20:00 106 205 08:15 290 154 20:15 125 225 08:30 289 139 20:30 90 231 08:45 310 1203 144 583 1786 20:45 97 418 170 831 1249 09:00 291 142 21:00 82 117 09:15 262 141 21:15 74 70 09:30 325 142 21:30 85 49 09:45 355 1233 136 561 1794 21:45 54 295 31 267 562 10:00 349 153 22:00 58 29 10:15 297 125 22:15 61 21 10:30 307 160 22:30 47 25 10:45 316 1269 142 580 1849 22:45 34 200 21 96 296 11:00 317 132 23:00 23 7 11:15 289 162 23:15 20 7 11:30 252 186 23:30 26 14 11:45 254 1112 199 679 1791 23:45 12 81 13 41 122 Total Vol.6560 3786 10346 7448 9077 16525 GPS Coordinates: NB SB EB WB Combined 14008 12863 26871 Split %63.4% 36.6%38.5%45.1%54.9%61.5% Peak Hour 09:30 11:45 07:30 12:00 16:45 16:45 Volume 1326 831 1912 964 1520 2392 P.H.F.0.93 0.96 0.85 0.93 0.89 0.91 0 AM PM Project# Cannon Rd. btwn. Paseo Del Norte & Car Country Dr. Thursday, July 21, 2016 16-1257-023 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 22 9 12:00 0 0 218 207 00:15 0 0 11 5 12:15 0 0 232 206 00:30 0 0 12 4 12:30 0 0 223 197 00:45 0 0 0 0 8 51 6 24 75 12:45 0 0 0 0 247 920 187 796 1716 01:00 0 0 4 7 13:00 0 0 239 148 01:15 0 0 7 4 13:15 0 0 238 177 01:30 0 0 8 5 13:30 0 0 215 163 01:45 0 0 0 0 7 25 2 17 42 13:45 0 0 0 0 193 885 162 649 1533 02:00 0 0 5 2 14:00 0 0 194 163 02:15 0 0 5 5 14:15 0 0 205 170 02:30 0 0 3 2 14:30 0 0 187 209 02:45 0 0 0 0 5 17 3 12 29 14:45 0 0 0 0 199 784 207 748 1532 03:00 0 0 2 3 15:00 0 0 202 262 03:15 0 0 3 6 15:15 0 0 200 237 03:30 0 0 5 3 15:30 0 0 215 268 03:45 0 0 0 0 8 17 5 17 33 15:45 0 0 0 0 204 820 254 1020 1840 04:00 0 0 5 4 16:00 0 0 221 279 04:15 0 0 3 10 16:15 0 0 201 275 04:30 0 0 14 21 16:30 0 0 242 295 04:45 0 0 0 0 18 39 19 54 92 16:45 0 0 0 0 219 882 311 1159 2041 05:00 0 0 18 24 17:00 0 0 225 378 05:15 0 0 25 38 17:15 0 0 230 407 05:30 0 0 40 47 17:30 0 0 213 379 05:45 0 0 0 0 51 133 48 157 289 17:45 0 0 0 0 224 891 305 1468 2359 06:00 0 0 63 80 18:00 0 0 185 292 06:15 0 0 103 99 18:15 0 0 179 283 06:30 0 0 107 129 18:30 0 0 166 256 06:45 0 0 0 0 188 460 164 472 932 18:45 0 0 0 0 164 694 204 1035 1728 07:00 0 0 138 160 19:00 0 0 145 231 07:15 0 0 199 133 19:15 0 0 127 197 07:30 0 0 282 161 19:30 0 0 103 192 07:45 0 0 0 0 367 986 168 622 1607 19:45 0 0 0 0 121 496 178 798 1293 08:00 0 0 298 147 20:00 0 0 115 204 08:15 0 0 276 155 20:15 0 0 118 230 08:30 0 0 274 151 20:30 0 0 99 236 08:45 0 0 0 0 312 1160 141 592 1752 20:45 0 0 0 0 100 431 166 835 1266 09:00 0 0 302 144 21:00 0 0 89 112 09:15 0 0 269 140 21:15 0 0 80 68 09:30 0 0 312 141 21:30 0 0 77 51 09:45 0 0 0 0 353 1236 132 556 1792 21:45 0 0 0 0 60 306 33 263 569 10:00 0 0 340 144 22:00 0 0 63 26 10:15 0 0 303 135 22:15 0 0 55 21 10:30 0 0 305 147 22:30 0 0 45 27 10:45 0 0 0 0 300 1247 133 558 1805 22:45 0 0 0 0 42 205 26 99 304 11:00 0 0 295 139 23:00 0 0 32 15 11:15 0 0 272 153 23:15 0 0 21 10 11:30 0 0 249 189 23:30 0 0 27 16 11:45 0 0 0 0 239 1054 201 682 1736 23:45 0 0 0 0 16 94 10 51 145 Total Vol.6422 3760 10181 7404 8919 16323 GPS Coordinates: NB SB Combined 13826 12679 26504 Split %63.1% 36.9%38.4%45.4%54.6%61.6% Peak Hour 09:30 11:45 09:30 12:30 16:45 16:45 Volume 1308 810 1859 947 1474 2360 P.H.F.0.93 0.98 0.96 0.96 0.91 0.93 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-023Project# Cannon Rd. btwn. Paseo Del Norte & Car Country Dr. Wednesday, July 20, 2016 Thursday, July 21, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 24 Loca on: Cannon Road between Hilltop St. and College Blvd. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 31 6 12:00 179 118 00:15 18 5 12:15 220 107 00:30 21 3 12:30 252 130 00:45 11 81 9 23 104 12:45 209 860 118 473 1333 01:00 12 1 13:00 191 172 01:15 14 3 13:15 211 172 01:30 1 4 13:30 208 140 01:45 2 29 0 8 37 13:45 230 840 151 635 1475 02:00 3 1 14:00 241 132 02:15 2 2 14:15 329 127 02:30 7 3 14:30 410 287 02:45 10 22 5 11 33 14:45 398 1378 273 819 2197 03:00 5 4 15:00 321 232 03:15 3 4 15:15 298 147 03:30 1 13 15:30 378 147 03:45 3 12 21 42 54 15:45 451 1448 138 664 2112 04:00 9 14 16:00 407 135 04:15 5 28 16:15 471 131 04:30 9 33 16:30 517 120 04:45 16 39 64 139 178 16:45 589 1984 157 543 2527 05:00 19 52 17:00 570 147 05:15 16 59 17:15 655 146 05:30 18 128 17:30 638 120 05:45 25 78 172 411 489 17:45 555 2418 124 537 2955 06:00 56 140 18:00 485 104 06:15 52 210 18:15 381 103 06:30 74 279 18:30 385 89 06:45 133 315 342 971 1286 18:45 229 1480 83 379 1859 07:00 403 361 19:00 227 90 07:15 299 583 19:15 234 95 07:30 213 452 19:30 191 79 07:45 253 1168 455 1851 3019 19:45 170 822 117 381 1203 08:00 152 420 20:00 156 194 08:15 155 323 20:15 154 184 08:30 194 291 20:30 128 57 08:45 192 693 288 1322 2015 20:45 109 547 40 475 1022 09:00 140 233 21:00 113 45 09:15 145 158 21:15 114 31 09:30 115 173 21:30 113 26 09:45 158 558 147 711 1269 21:45 77 417 28 130 547 10:00 139 127 22:00 63 25 10:15 136 124 22:15 47 21 10:30 159 120 22:30 50 24 10:45 126 560 114 485 1045 22:45 66 226 13 83 309 11:00 147 99 23:00 52 9 11:15 204 99 23:15 51 8 11:30 183 123 23:30 43 6 11:45 218 752 105 426 1178 23:45 25 171 5 28 199 Total Vol.4307 6400 10707 12591 5147 17738 GPS Coordinates: NB SB EB WB Combined 16898 11547 28445 Split %40.2% 59.8%37.6%71.0%29.0%62.4% Peak Hour 07:00 07:15 07:00 16:45 14:30 16:45 Volume 1168 1910 3019 2452 939 3022 P.H.F.0.72 0.82 0.86 0.94 0.82 0.94 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Cannon Rd. btwn. Hilltop St. & College Blvd. NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts PM Project#Tuesday, September 13, 2016 AM Daily Totals 16-1257-024 DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 33 5 12:00 179 125 00:15 24 3 12:15 181 115 00:30 22 6 12:30 158 109 00:45 13 92 6 20 112 12:45 199 717 138 487 1204 01:00 6 1 13:00 174 160 01:15 6 3 13:15 177 133 01:30 8 3 13:30 210 171 01:45 6 26 1 8 34 13:45 242 803 144 608 1411 02:00 12 4 14:00 273 139 02:15 2 3 14:15 299 129 02:30 10 5 14:30 384 283 02:45 4 28 6 18 46 14:45 441 1397 274 825 2222 03:00 7 6 15:00 385 186 03:15 0 7 15:15 317 146 03:30 2 14 15:30 388 146 03:45 9 18 19 46 64 15:45 425 1515 165 643 2158 04:00 3 16 16:00 414 116 04:15 2 26 16:15 512 151 04:30 13 35 16:30 526 134 04:45 7 25 57 134 159 16:45 603 2055 137 538 2593 05:00 17 45 17:00 638 145 05:15 14 64 17:15 667 168 05:30 22 142 17:30 710 134 05:45 36 89 167 418 507 17:45 648 2663 124 571 3234 06:00 44 150 18:00 444 137 06:15 48 220 18:15 325 126 06:30 94 267 18:30 317 134 06:45 105 291 386 1023 1314 18:45 277 1363 112 509 1872 07:00 161 357 19:00 300 104 07:15 149 405 19:15 213 83 07:30 257 412 19:30 206 66 07:45 327 894 463 1637 2531 19:45 175 894 54 307 1201 08:00 377 541 20:00 134 59 08:15 287 446 20:15 161 77 08:30 168 464 20:30 116 54 08:45 153 985 304 1755 2740 20:45 148 559 49 239 798 09:00 125 197 21:00 116 43 09:15 175 201 21:15 117 22 09:30 147 143 21:30 117 38 09:45 135 582 162 703 1285 21:45 69 419 32 135 554 10:00 121 126 22:00 90 31 10:15 134 136 22:15 63 20 10:30 126 105 22:30 60 22 10:45 129 510 106 473 983 22:45 52 265 16 89 354 11:00 154 119 23:00 54 21 11:15 137 124 23:15 38 6 11:30 149 139 23:30 63 7 11:45 194 634 111 493 1127 23:45 12 167 6 40 207 Total Vol.4174 6728 10902 12817 4991 17808 GPS Coordinates: NB SB EB WB Combined 16991 11719 28710 Split %38.3% 61.7%38.0%72.0%28.0%62.0% Peak Hour 07:30 07:45 07:30 17:00 14:30 17:00 Volume 1248 1914 3110 2663 889 3234 P.H.F.0.83 0.88 0.85 0.94 0.79 0.96 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts 0 AM PM Project# Cannon Rd. btwn. Hilltop St. & College Blvd. Wednesday, September 14, 2016 16-1257-024 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 32 6 12:00 0 0 179 122 00:15 0 0 21 4 12:15 0 0 201 111 00:30 0 0 22 5 12:30 0 0 205 120 00:45 0 0 0 0 12 87 8 22 108 12:45 0 0 0 0 204 789 128 480 1269 01:00 0 0 9 1 13:00 0 0 183 166 01:15 0 0 10 3 13:15 0 0 194 153 01:30 0 0 5 4 13:30 0 0 209 156 01:45 0 0 0 0 4 28 1 8 36 13:45 0 0 0 0 236 822 148 622 1443 02:00 0 0 8 3 14:00 0 0 257 136 02:15 0 0 2 3 14:15 0 0 314 128 02:30 0 0 9 4 14:30 0 0 397 285 02:45 0 0 0 0 7 25 6 15 40 14:45 0 0 0 0 420 1388 274 822 2210 03:00 0 0 6 5 15:00 0 0 353 209 03:15 0 0 2 6 15:15 0 0 308 147 03:30 0 0 2 14 15:30 0 0 383 147 03:45 0 0 0 0 6 15 20 44 59 15:45 0 0 0 0 438 1482 152 654 2135 04:00 0 0 6 15 16:00 0 0 411 126 04:15 0 0 4 27 16:15 0 0 492 141 04:30 0 0 11 34 16:30 0 0 522 127 04:45 0 0 0 0 12 32 61 137 169 16:45 0 0 0 0 596 2020 147 541 2560 05:00 0 0 18 49 17:00 0 0 604 146 05:15 0 0 15 62 17:15 0 0 661 157 05:30 0 0 20 135 17:30 0 0 674 127 05:45 0 0 0 0 31 84 170 415 498 17:45 0 0 0 0 602 2541 124 554 3095 06:00 0 0 50 145 18:00 0 0 465 121 06:15 0 0 50 215 18:15 0 0 353 115 06:30 0 0 84 273 18:30 0 0 351 112 06:45 0 0 0 0 119 303 364 997 1300 18:45 0 0 0 0 253 1422 98 444 1866 07:00 0 0 282 359 19:00 0 0 264 97 07:15 0 0 224 494 19:15 0 0 224 89 07:30 0 0 235 432 19:30 0 0 199 73 07:45 0 0 0 0 290 1031 459 1744 2775 19:45 0 0 0 0 173 858 86 344 1202 08:00 0 0 265 481 20:00 0 0 145 127 08:15 0 0 221 385 20:15 0 0 158 131 08:30 0 0 181 378 20:30 0 0 122 56 08:45 0 0 0 0 173 839 296 1539 2378 20:45 0 0 0 0 129 553 45 357 910 09:00 0 0 133 215 21:00 0 0 115 44 09:15 0 0 160 180 21:15 0 0 116 27 09:30 0 0 131 158 21:30 0 0 115 32 09:45 0 0 0 0 147 570 155 707 1277 21:45 0 0 0 0 73 418 30 133 551 10:00 0 0 130 127 22:00 0 0 77 28 10:15 0 0 135 130 22:15 0 0 55 21 10:30 0 0 143 113 22:30 0 0 55 23 10:45 0 0 0 0 128 535 110 479 1014 22:45 0 0 0 0 59 246 15 86 332 11:00 0 0 151 109 23:00 0 0 53 15 11:15 0 0 171 112 23:15 0 0 45 7 11:30 0 0 166 131 23:30 0 0 53 7 11:45 0 0 0 0 206 693 108 460 1153 23:45 0 0 0 0 19 169 6 34 203 Total Vol.4241 6564 10805 12704 5069 17773 GPS Coordinates: NB SB Combined 16945 11633 28578 Split %39.2%60.8%37.8%71.5%28.5%62.2% Peak Hour 07:00 07:15 07:15 17:00 14:30 16:45 Volume 1031 1866 2879 2541 914 3112 P.H.F.0.89 0.94 0.96 0.94 0.80 0.95 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-024Project# Cannon Rd. btwn. Hilltop St. & College Blvd. Tuesday, September 13, 2016 Wednesday, September 14, 2016 NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 25 Loca on: College Boulevard between N. City Limints and Tamarack Ave. (N) Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 20 26 12:00 201 228 00:15 16 12 12:15 195 223 00:30 13 13 12:30 179 252 00:45 14 63 12 63 126 12:45 186 761 214 917 1678 01:00 11 5 13:00 174 198 01:15 12 7 13:15 199 206 01:30 4 5 13:30 213 219 01:45 7 34 4 21 55 13:45 193 779 198 821 1600 02:00 5 6 14:00 166 203 02:15 7 7 14:15 220 178 02:30 5 7 14:30 233 199 02:45 8 25 6 26 51 14:45 294 913 206 786 1699 03:00 4 6 15:00 273 233 03:15 4 10 15:15 290 204 03:30 6 16 15:30 309 212 03:45 5 19 17 49 68 15:45 343 1215 198 847 2062 04:00 12 9 16:00 319 245 04:15 3 26 16:15 313 214 04:30 15 54 16:30 338 246 04:45 22 52 76 165 217 16:45 360 1330 203 908 2238 05:00 16 44 17:00 359 231 05:15 30 65 17:15 411 228 05:30 32 119 17:30 396 236 05:45 40 118 160 388 506 17:45 310 1476 218 913 2389 06:00 59 155 18:00 318 203 06:15 59 199 18:15 313 180 06:30 93 282 18:30 264 169 06:45 85 296 370 1006 1302 18:45 263 1158 166 718 1876 07:00 122 302 19:00 176 150 07:15 121 370 19:15 172 138 07:30 157 401 19:30 164 135 07:45 185 585 391 1464 2049 19:45 144 656 108 531 1187 08:00 160 292 20:00 129 107 08:15 165 312 20:15 135 120 08:30 154 291 20:30 130 113 08:45 176 655 282 1177 1832 20:45 132 526 90 430 956 09:00 186 216 21:00 113 105 09:15 168 218 21:15 102 99 09:30 176 190 21:30 61 96 09:45 163 693 205 829 1522 21:45 61 337 72 372 709 10:00 176 189 22:00 63 56 10:15 172 196 22:15 51 56 10:30 164 195 22:30 46 56 10:45 186 698 190 770 1468 22:45 47 207 54 222 429 11:00 151 160 23:00 42 34 11:15 168 205 23:15 43 16 11:30 194 208 23:30 27 26 11:45 201 714 201 774 1488 23:45 22 134 14 90 224 Total Vol.3952 6732 10684 9492 7555 17047 GPS Coordinates: NB SB EB WB Combined 13444 14287 27731 Split %37.0%63.0%38.5%55.7%44.3%61.5% Peak Hour 11:30 07:00 07:15 16:45 12:00 16:45 Volume 791 1464 2077 1526 917 2424 P.H.F.0.98 0.91 0.90 0.93 0.91 0.95 PM Project#Tuesday, July 19, 2016 AM Daily Totals 16-1257-025 DAY 1 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 College Blvd. btwn. North City Limits & Tamarack Ave. (N) Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 21 12:00 198 220 00:15 18 13 12:15 207 207 00:30 16 12 12:30 191 232 00:45 12 64 10 56 120 12:45 198 794 246 905 1699 01:00 15 8 13:00 195 240 01:15 8 7 13:15 235 223 01:30 8 10 13:30 206 230 01:45 3 34 5 30 64 13:45 216 852 238 931 1783 02:00 11 2 14:00 188 193 02:15 5 4 14:15 234 191 02:30 6 5 14:30 250 189 02:45 5 27 3 14 41 14:45 274 946 249 822 1768 03:00 8 5 15:00 254 220 03:15 4 10 15:15 273 206 03:30 6 14 15:30 289 219 03:45 12 30 25 54 84 15:45 363 1179 212 857 2036 04:00 12 13 16:00 325 202 04:15 4 18 16:15 350 219 04:30 17 60 16:30 318 215 04:45 22 55 68 159 214 16:45 373 1366 258 894 2260 05:00 24 53 17:00 395 226 05:15 27 66 17:15 388 267 05:30 34 112 17:30 408 210 05:45 58 143 178 409 552 17:45 325 1516 233 936 2452 06:00 59 134 18:00 288 189 06:15 60 214 18:15 280 195 06:30 77 314 18:30 246 171 06:45 81 277 348 1010 1287 18:45 237 1051 166 721 1772 07:00 133 329 19:00 221 159 07:15 130 345 19:15 190 151 07:30 154 402 19:30 188 147 07:45 187 604 380 1456 2060 19:45 151 750 130 587 1337 08:00 133 326 20:00 155 114 08:15 144 332 20:15 164 139 08:30 171 318 20:30 149 93 08:45 185 633 264 1240 1873 20:45 147 615 136 482 1097 09:00 194 238 21:00 121 93 09:15 154 229 21:15 126 80 09:30 155 218 21:30 92 91 09:45 174 677 221 906 1583 21:45 98 437 92 356 793 10:00 154 180 22:00 74 73 10:15 178 192 22:15 60 58 10:30 155 208 22:30 62 58 10:45 162 649 201 781 1430 22:45 53 249 62 251 500 11:00 147 193 23:00 55 40 11:15 178 184 23:15 37 21 11:30 179 250 23:30 32 24 11:45 166 670 221 848 1518 23:45 26 150 20 105 255 Total Vol.3863 6963 10826 9905 7847 17752 GPS Coordinates: NB SB EB WB Combined 13768 14810 28578 Split %35.7%64.3%37.9%55.8%44.2%62.1% Peak Hour 11:45 07:00 07:00 16:45 16:30 16:45 Volume 762 1456 2060 1564 966 2525 P.H.F.0.92 0.91 0.91 0.96 0.90 0.96 0 AM PM Project# College Blvd. btwn. North City Limits & Tamarack Ave. (N) Wednesday, July 20, 2016 16-1257-025 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 19 24 0 0 12:00 200 224 0 0 00:15 17 13 0 0 12:15 201 215 0 0 00:30 15 13 0 0 12:30 185 242 0 0 00:45 13 64 11 60 0 0 0 0 123 12:45 192 778 230 911 0 0 0 0 1689 01:00 13 7 0 0 13:00 185 219 0 0 01:15 10 7 0 0 13:15 217 215 0 0 01:30 6 8 0 0 13:30 210 225 0 0 01:45 5 34 5 26 0 0 0 0 60 13:45 205 816 218 876 0 0 0 0 1692 02:00 8 4 0 0 14:00 177 198 0 0 02:15 6 6 0 0 14:15 227 185 0 0 02:30 6 6 0 0 14:30 242 194 0 0 02:45 7 26 5 20 0 0 0 0 46 14:45 284 930 228 804 0 0 0 0 1734 03:00 6 6 0 0 15:00 264 227 0 0 03:15 4 10 0 0 15:15 282 205 0 0 03:30 6 15 0 0 15:30 299 216 0 0 03:45 9 25 21 52 0 0 0 0 76 15:45 353 1197 205 852 0 0 0 0 2049 04:00 12 11 0 0 16:00 322 224 0 0 04:15 4 22 0 0 16:15 332 217 0 0 04:30 16 57 0 0 16:30 328 231 0 0 04:45 22 54 72 162 0 0 0 0 216 16:45 367 1348 231 901 0 0 0 0 2249 05:00 20 49 0 0 17:00 377 229 0 0 05:15 29 66 0 0 17:15 400 248 0 0 05:30 33 116 0 0 17:30 402 223 0 0 05:45 49 131 169 399 0 0 0 0 529 17:45 318 1496 226 925 0 0 0 0 2421 06:00 59 145 0 0 18:00 303 196 0 0 06:15 60 207 0 0 18:15 297 188 0 0 06:30 85 298 0 0 18:30 255 170 0 0 06:45 83 287 359 1008 0 0 0 0 1295 18:45 250 1105 166 720 0 0 0 0 1824 07:00 128 316 0 0 19:00 199 155 0 0 07:15 126 358 0 0 19:15 181 145 0 0 07:30 156 402 0 0 19:30 176 141 0 0 07:45 186 595 386 1460 0 0 0 0 2055 19:45 148 703 119 559 0 0 0 0 1262 08:00 147 309 0 0 20:00 142 111 0 0 08:15 155 322 0 0 20:15 150 130 0 0 08:30 163 305 0 0 20:30 140 103 0 0 08:45 181 644 273 1209 0 0 0 0 1853 20:45 140 571 113 456 0 0 0 0 1027 09:00 190 227 0 0 21:00 117 99 0 0 09:15 161 224 0 0 21:15 114 90 0 0 09:30 166 204 0 0 21:30 77 94 0 0 09:45 169 685 213 868 0 0 0 0 1553 21:45 80 387 82 364 0 0 0 0 751 10:00 165 185 0 0 22:00 69 65 0 0 10:15 175 194 0 0 22:15 56 57 0 0 10:30 160 202 0 0 22:30 54 57 0 0 10:45 174 674 196 776 0 0 0 0 1449 22:45 50 228 58 237 0 0 0 0 465 11:00 149 177 0 0 23:00 49 37 0 0 11:15 173 195 0 0 23:15 40 19 0 0 11:30 187 229 0 0 23:30 30 25 0 0 11:45 184 692 211 811 0 0 0 0 1503 23:45 24 142 17 98 0 0 0 0 240 Total Vol.3908 6848 10755 9699 7701 17400 GPS Coordinates: NB SB Combined 13606 14549 28155 Split %36.3%63.7%38.2%55.7%44.3%61.8% Peak Hour 11:30 07:00 07:15 16:45 16:30 16:45 Volume 771 1460 2067 1545 937 2475 P.H.F.0.96 0.91 0.90 0.96 0.95 0.96 Daily Totals 2-DAY AVERAGE 0 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-025Project# College Blvd. btwn. North City Limits & Tamarack Ave. (N) Tuesday, July 19, 2016 Wednesday, July 20, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 26 Loca on: College Boulevard between Aston Ave. and Palomar Airport Rd. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 3 8 12:00 128 180 00:15 6 1 12:15 80 152 00:30 2 5 12:30 154 138 00:45 1 12 1 15 27 12:45 163 525 118 588 1113 01:00 9 3 13:00 159 99 01:15 5 3 13:15 158 99 01:30 4 4 13:30 118 109 01:45 1 19 1 11 30 13:45 110 545 102 409 954 02:00 3 3 14:00 89 94 02:15 1 4 14:15 104 120 02:30 3 3 14:30 70 130 02:45 2 9 0 10 19 14:45 99 362 108 452 814 03:00 6 2 15:00 66 167 03:15 4 1 15:15 67 106 03:30 5 4 15:30 87 132 03:45 9 24 4 11 35 15:45 72 292 154 559 851 04:00 7 4 16:00 97 207 04:15 3 13 16:15 96 169 04:30 18 16 16:30 122 194 04:45 29 57 11 44 101 16:45 82 397 221 791 1188 05:00 20 6 17:00 113 311 05:15 16 15 17:15 109 270 05:30 43 25 17:30 99 260 05:45 67 146 41 87 233 17:45 83 404 183 1024 1428 06:00 54 36 18:00 33 175 06:15 76 43 18:15 69 139 06:30 87 73 18:30 53 115 06:45 130 347 79 231 578 18:45 50 205 109 538 743 07:00 119 57 19:00 60 95 07:15 178 61 19:15 29 78 07:30 204 92 19:30 37 61 07:45 293 794 90 300 1094 19:45 38 164 49 283 447 08:00 296 67 20:00 42 34 08:15 256 83 20:15 30 34 08:30 243 90 20:30 31 30 08:45 256 1051 97 337 1388 20:45 37 140 21 119 259 09:00 203 81 21:00 38 20 09:15 179 90 21:15 33 21 09:30 131 89 21:30 25 23 09:45 133 646 82 342 988 21:45 14 110 23 87 197 10:00 97 82 22:00 17 14 10:15 106 86 22:15 15 13 10:30 98 95 22:30 15 12 10:45 89 390 106 369 759 22:45 16 63 13 52 115 11:00 76 108 23:00 9 9 11:15 77 121 23:15 11 10 11:30 97 159 23:30 10 8 11:45 94 344 171 559 903 23:45 5 35 8 35 70 Total Vol.3839 2316 6155 3242 4937 8179 GPS Coordinates: NB SB EB WB Combined 7081 7253 14334 Split %62.4%37.6%42.9%39.6%60.4%57.1% Peak Hour 07:45 11:30 07:45 12:30 16:45 16:45 Volume 1088 662 1418 634 1062 1465 P.H.F.0.92 0.92 0.93 0.97 0.85 0.86 PM Project#Tuesday, August 02, 2016 AM Daily Totals 16-1257-026 DAY 1 33.1287, -117.2966 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 College Blvd. btwn. Aston Ave. & Palomar Airport Rd. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 8 12:00 130 170 00:15 4 2 12:15 102 159 00:30 3 4 12:30 120 141 00:45 2 17 1 15 32 12:45 142 494 110 580 1074 01:00 4 6 13:00 133 119 01:15 4 4 13:15 128 105 01:30 5 0 13:30 120 106 01:45 1 14 3 13 27 13:45 129 510 111 441 951 02:00 1 4 14:00 93 135 02:15 1 2 14:15 94 96 02:30 4 5 14:30 84 126 02:45 3 9 2 13 22 14:45 96 367 103 460 827 03:00 1 3 15:00 75 136 03:15 4 3 15:15 68 124 03:30 6 5 15:30 76 148 03:45 7 18 3 14 32 15:45 84 303 125 533 836 04:00 3 7 16:00 94 193 04:15 6 7 16:15 75 171 04:30 19 12 16:30 102 180 04:45 25 53 11 37 90 16:45 104 375 199 743 1118 05:00 24 14 17:00 125 301 05:15 17 19 17:15 117 238 05:30 43 24 17:30 80 223 05:45 73 157 39 96 253 17:45 80 402 173 935 1337 06:00 66 43 18:00 65 168 06:15 76 40 18:15 61 151 06:30 93 58 18:30 63 143 06:45 123 358 66 207 565 18:45 50 239 125 587 826 07:00 122 62 19:00 47 92 07:15 174 66 19:15 42 74 07:30 209 81 19:30 39 51 07:45 293 798 67 276 1074 19:45 36 164 55 272 436 08:00 271 70 20:00 39 35 08:15 234 92 20:15 25 47 08:30 273 88 20:30 32 33 08:45 247 1025 91 341 1366 20:45 32 128 30 145 273 09:00 229 74 21:00 27 33 09:15 161 76 21:15 26 17 09:30 121 81 21:30 28 25 09:45 161 672 86 317 989 21:45 22 103 22 97 200 10:00 95 73 22:00 21 12 10:15 112 74 22:15 19 14 10:30 84 92 22:30 11 13 10:45 89 380 83 322 702 22:45 12 63 9 48 111 11:00 58 130 23:00 9 9 11:15 77 146 23:15 11 8 11:30 96 165 23:30 5 10 11:45 80 311 181 622 933 23:45 9 34 4 31 65 Total Vol.3812 2273 6085 3182 4872 8054 GPS Coordinates: NB SB EB WB Combined 6994 7145 14139 Split %62.6%37.4%43.0%39.5%60.5%57.0% Peak Hour 07:45 11:30 07:45 12:30 16:45 16:45 Volume 1071 675 1388 523 961 1387 P.H.F.0.91 0.93 0.96 0.92 0.80 0.81 33.1287, -117.2966 AM PM Project# College Blvd. btwn. Aston Ave. & Palomar Airport Rd. Wednesday, August 03, 2016 16-1257-026 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 8 0 0 12:00 129 175 0 0 00:15 5 2 0 0 12:15 91 156 0 0 00:30 3 5 0 0 12:30 137 140 0 0 00:45 2 15 1 15 0 0 0 0 30 12:45 153 510 114 584 0 0 0 0 1094 01:00 7 5 0 0 13:00 146 109 0 0 01:15 5 4 0 0 13:15 143 102 0 0 01:30 5 2 0 0 13:30 119 108 0 0 01:45 1 17 2 12 0 0 0 0 29 13:45 120 528 107 425 0 0 0 0 953 02:00 2 4 0 0 14:00 91 115 0 0 02:15 1 3 0 0 14:15 99 108 0 0 02:30 4 4 0 0 14:30 77 128 0 0 02:45 3 9 1 12 0 0 0 0 21 14:45 98 365 106 456 0 0 0 0 821 03:00 4 3 0 0 15:00 71 152 0 0 03:15 4 2 0 0 15:15 68 115 0 0 03:30 6 5 0 0 15:30 82 140 0 0 03:45 8 21 4 13 0 0 0 0 34 15:45 78 298 140 546 0 0 0 0 844 04:00 5 6 0 0 16:00 96 200 0 0 04:15 5 10 0 0 16:15 86 170 0 0 04:30 19 14 0 0 16:30 112 187 0 0 04:45 27 55 11 41 0 0 0 0 96 16:45 93 386 210 767 0 0 0 0 1153 05:00 22 10 0 0 17:00 119 306 0 0 05:15 17 17 0 0 17:15 113 254 0 0 05:30 43 25 0 0 17:30 90 242 0 0 05:45 70 152 40 92 0 0 0 0 243 17:45 82 403 178 980 0 0 0 0 1383 06:00 60 40 0 0 18:00 49 172 0 0 06:15 76 42 0 0 18:15 65 145 0 0 06:30 90 66 0 0 18:30 58 129 0 0 06:45 127 353 73 219 0 0 0 0 572 18:45 50 222 117 563 0 0 0 0 785 07:00 121 60 0 0 19:00 54 94 0 0 07:15 176 64 0 0 19:15 36 76 0 0 07:30 207 87 0 0 19:30 38 56 0 0 07:45 293 796 79 288 0 0 0 0 1084 19:45 37 164 52 278 0 0 0 0 442 08:00 284 69 0 0 20:00 41 35 0 0 08:15 245 88 0 0 20:15 28 41 0 0 08:30 258 89 0 0 20:30 32 32 0 0 08:45 252 1038 94 339 0 0 0 0 1377 20:45 35 134 26 132 0 0 0 0 266 09:00 216 78 0 0 21:00 33 27 0 0 09:15 170 83 0 0 21:15 30 19 0 0 09:30 126 85 0 0 21:30 27 24 0 0 09:45 147 659 84 330 0 0 0 0 989 21:45 18 107 23 92 0 0 0 0 199 10:00 96 78 0 0 22:00 19 13 0 0 10:15 109 80 0 0 22:15 17 14 0 0 10:30 91 94 0 0 22:30 13 13 0 0 10:45 89 385 95 346 0 0 0 0 731 22:45 14 63 11 50 0 0 0 0 113 11:00 67 119 0 0 23:00 9 9 0 0 11:15 77 134 0 0 23:15 11 9 0 0 11:30 97 162 0 0 23:30 8 9 0 0 11:45 87 328 176 591 0 0 0 0 918 23:45 7 35 6 33 0 0 0 0 68 Total Vol.3826 2295 6120 3212 4905 8117 GPS Coordinates: NB SB Combined 7038 7199 14237 Split %62.5%37.5%43.0%39.6%60.4%57.0% Peak Hour 07:45 11:30 07:45 12:30 16:45 16:45 Volume 1080 669 1403 579 1012 1426 P.H.F.0.92 0.95 0.94 0.95 0.83 0.84 Daily Totals 2-DAY AVERAGE 33.1287, -117.2966 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-026Project# College Blvd. btwn. Aston Ave. & Palomar Airport Rd. Tuesday, August 02, 2016 Wednesday, August 03, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 27 Loca on: Alga Road between Corin a St. and El Fuerte St. Contents: Page 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 Mid-Block Count Summary Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 10 12:00 67 120 00:15 10 5 12:15 86 100 00:30 9 3 12:30 87 118 00:45 9 41 6 24 65 12:45 81 321 77 415 736 01:00 11 3 13:00 95 106 01:15 6 7 13:15 91 87 01:30 4 3 13:30 99 80 01:45 0 21 3 16 37 13:45 71 356 83 356 712 02:00 3 1 14:00 76 88 02:15 3 1 14:15 92 102 02:30 2 3 14:30 78 73 02:45 2 10 3 8 18 14:45 78 324 89 352 676 03:00 1 1 15:00 104 101 03:15 0 0 15:15 114 58 03:30 0 3 15:30 86 86 03:45 2 3 4 8 11 15:45 107 411 104 349 760 04:00 3 1 16:00 120 93 04:15 3 11 16:15 114 104 04:30 4 10 16:30 141 117 04:45 6 16 12 34 50 16:45 121 496 104 418 914 05:00 4 12 17:00 122 109 05:15 10 20 17:15 176 132 05:30 14 30 17:30 149 133 05:45 18 46 48 110 156 17:45 135 582 114 488 1070 06:00 22 27 18:00 113 127 06:15 26 50 18:15 98 104 06:30 26 81 18:30 86 98 06:45 36 110 73 231 341 18:45 95 392 66 395 787 07:00 41 77 19:00 69 84 07:15 47 106 19:15 86 57 07:30 60 106 19:30 84 49 07:45 77 225 101 390 615 19:45 86 325 59 249 574 08:00 71 100 20:00 64 41 08:15 79 113 20:15 61 55 08:30 71 104 20:30 66 48 08:45 65 286 113 430 716 20:45 69 260 38 182 442 09:00 63 81 21:00 45 31 09:15 72 109 21:15 52 28 09:30 62 100 21:30 63 30 09:45 72 269 93 383 652 21:45 51 211 24 113 324 10:00 68 90 22:00 42 30 10:15 70 109 22:15 47 34 10:30 68 95 22:30 36 9 10:45 76 282 80 374 656 22:45 15 140 12 85 225 11:00 60 74 23:00 33 8 11:15 68 83 23:15 16 10 11:30 94 99 23:30 21 11 11:45 76 298 84 340 638 23:45 12 82 5 34 116 Total Vol.1607 2348 3955 3900 3436 7336 GPS Coordinates: NB SB EB WB Combined 5507 5784 11291 Split %40.6% 59.4%35.0%53.2%46.8%65.0% Peak Hour 11:30 08:00 11:45 17:00 17:15 17:15 Volume 323 430 738 582 506 1079 P.H.F.0.86 0.95 0.90 0.83 0.95 0.88 PM Project#Tuesday, August 02, 2016 AM Daily Totals 16-1257-027 DAY 1 33.1085, -117.2427 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Alga Rd. btwn. Corntia St. & El Fuerte St. Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 13 14 12:00 77 105 00:15 14 9 12:15 75 119 00:30 12 7 12:30 86 120 00:45 10 49 6 36 85 12:45 80 318 97 441 759 01:00 3 6 13:00 101 74 01:15 8 8 13:15 74 67 01:30 1 2 13:30 78 98 01:45 1 13 3 19 32 13:45 85 338 82 321 659 02:00 4 1 14:00 79 85 02:15 3 4 14:15 34 99 02:30 3 4 14:30 25 120 02:45 0 10 4 13 23 14:45 48 186 109 413 599 03:00 1 4 15:00 78 108 03:15 2 1 15:15 109 102 03:30 3 4 15:30 111 113 03:45 0 6 4 13 19 15:45 108 406 99 422 828 04:00 1 3 16:00 108 88 04:15 3 13 16:15 97 102 04:30 4 6 16:30 113 129 04:45 2 10 13 35 45 16:45 132 450 95 414 864 05:00 7 12 17:00 149 136 05:15 7 27 17:15 148 128 05:30 17 36 17:30 152 84 05:45 12 43 53 128 171 17:45 143 592 109 457 1049 06:00 16 34 18:00 122 107 06:15 27 59 18:15 100 87 06:30 25 68 18:30 117 99 06:45 27 95 93 254 349 18:45 123 462 93 386 848 07:00 44 104 19:00 93 59 07:15 53 92 19:15 105 59 07:30 73 110 19:30 81 57 07:45 77 247 127 433 680 19:45 79 358 41 216 574 08:00 66 145 20:00 77 47 08:15 85 124 20:15 69 56 08:30 63 135 20:30 61 52 08:45 75 289 148 552 841 20:45 60 267 67 222 489 09:00 65 130 21:00 49 40 09:15 69 108 21:15 51 36 09:30 62 109 21:30 39 44 09:45 62 258 111 458 716 21:45 41 180 21 141 321 10:00 62 98 22:00 55 30 10:15 69 111 22:15 46 21 10:30 54 103 22:30 34 19 10:45 59 244 113 425 669 22:45 34 169 12 82 251 11:00 58 115 23:00 29 15 11:15 70 98 23:15 19 15 11:30 77 124 23:30 11 17 11:45 87 292 102 439 731 23:45 18 77 14 61 138 Total Vol.1556 2805 4361 3803 3576 7379 GPS Coordinates: NB SB EB WB Combined 5359 6381 11740 Split %35.7% 64.3%37.1%51.5%48.5%62.9% Peak Hour 11:45 08:00 08:00 17:00 16:30 17:00 Volume 325 552 841 592 488 1049 P.H.F.0.93 0.93 0.94 0.97 0.90 0.92 33.1085, -117.2427 AM PM Project# Alga Rd. btwn. Corntia St. & El Fuerte St. Wednesday, August 03, 2016 16-1257-027 Daily Totals Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 13 12 12:00 0 0 72 113 00:15 0 0 12 7 12:15 0 0 81 110 00:30 0 0 11 5 12:30 0 0 87 119 00:45 0 0 0 0 10 45 6 30 75 12:45 0 0 0 0 81 320 87 428 748 01:00 0 0 7 5 13:00 0 0 98 90 01:15 0 0 7 8 13:15 0 0 83 77 01:30 0 0 3 3 13:30 0 0 89 89 01:45 0 0 0 0 1 17 3 18 35 13:45 0 0 0 0 78 347 83 339 686 02:00 0 0 4 1 14:00 0 0 78 87 02:15 0 0 3 3 14:15 0 0 63 101 02:30 0 0 3 4 14:30 0 0 52 97 02:45 0 0 0 0 1 10 4 11 21 14:45 0 0 0 0 63 255 99 383 638 03:00 0 0 1 3 15:00 0 0 91 105 03:15 0 0 1 1 15:15 0 0 112 80 03:30 0 0 2 4 15:30 0 0 99 100 03:45 0 0 0 0 1 5 4 11 15 15:45 0 0 0 0 108 409 102 386 794 04:00 0 0 2 2 16:00 0 0 114 91 04:15 0 0 3 12 16:15 0 0 106 103 04:30 0 0 4 8 16:30 0 0 127 123 04:45 0 0 0 0 4 13 13 35 48 16:45 0 0 0 0 127 473 100 416 889 05:00 0 0 6 12 17:00 0 0 136 123 05:15 0 0 9 24 17:15 0 0 162 130 05:30 0 0 16 33 17:30 0 0 151 109 05:45 0 0 0 0 15 45 51 119 164 17:45 0 0 0 0 139 587 112 473 1060 06:00 0 0 19 31 18:00 0 0 118 117 06:15 0 0 27 55 18:15 0 0 99 96 06:30 0 0 26 75 18:30 0 0 102 99 06:45 0 0 0 0 32 103 83 243 345 18:45 0 0 0 0 109 427 80 391 818 07:00 0 0 43 91 19:00 0 0 81 72 07:15 0 0 50 99 19:15 0 0 96 58 07:30 0 0 67 108 19:30 0 0 83 53 07:45 0 0 0 0 77 236 114 412 648 19:45 0 0 0 0 83 342 50 233 574 08:00 0 0 69 123 20:00 0 0 71 44 08:15 0 0 82 119 20:15 0 0 65 56 08:30 0 0 67 120 20:30 0 0 64 50 08:45 0 0 0 0 70 288 131 491 779 20:45 0 0 0 0 65 264 53 202 466 09:00 0 0 64 106 21:00 0 0 47 36 09:15 0 0 71 109 21:15 0 0 52 32 09:30 0 0 62 105 21:30 0 0 51 37 09:45 0 0 0 0 67 264 102 421 684 21:45 0 0 0 0 46 196 23 127 323 10:00 0 0 65 94 22:00 0 0 49 30 10:15 0 0 70 110 22:15 0 0 47 28 10:30 0 0 61 99 22:30 0 0 35 14 10:45 0 0 0 0 68 263 97 400 663 22:45 0 0 0 0 25 155 12 84 238 11:00 0 0 59 95 23:00 0 0 31 12 11:15 0 0 69 91 23:15 0 0 18 13 11:30 0 0 86 112 23:30 0 0 16 14 11:45 0 0 0 0 82 295 93 390 685 23:45 0 0 0 0 15 80 10 48 127 Total Vol.1582 2577 4158 3852 3506 7358 GPS Coordinates: NB SB Combined 5433 6083 11516 Split %38.0% 62.0%36.1%52.3%47.7%63.9% Peak Hour 11:45 08:00 08:00 17:00 16:30 17:00 Volume 321 491 779 587 475 1060 P.H.F.0.93 0.94 0.97 0.91 0.91 0.91 Daily Totals 2-DAY AVERAGE 33.1085, -117.2427 AM PM Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 16-1257-027Project# Alga Rd. btwn. Corntia St. & El Fuerte St. Tuesday, August 02, 2016 Wednesday, August 03, 2016 O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Appendix B Intersec"on Summary INTERSECTION TURN MOVEMENT COUNTS Forty-nine (49) signalized intersections were identified by the City of Carlsbad to be studied under the City’s Growth Management Plan Traffic Monitoring Program. Table B-1 summarizes the list of identified intersections and provides the dates that each turning movement count was collected. The traffic counts were collected for the AM and PM peak traffic periods during the months of July, August and September 2016. The AM peak period is between 6:30 AM and 9:30 AM, and the PM peak period is between 3:30 PM and 6:30 PM. All turning movements were collected at every approach of the intersection, including U-turning vehicles where U-turns are allowed. In addition to the vehicular turning movement counts, pedestrian counts were also collected at each intersection. Bicycles were counts as vehicles for the counts. The AM and PM peak period traffic count data was divided into 15-minute intervals, and the highest consecutive 15-minute intervals were identified as the AM and PM peak hours. The peak hour intersection volumes were used in the Intersection Capacity Utilization (ICU) analysis that was conducted for each intersection. Field observations were also taken during the collection of the peak period data to identify any unusual occurrences such as road construction or traffic accidents, and to identify areas of congestion during the peak periods that may not be reflected in the ICU analysis. Appendix B includes the following information for the 2016 Traffic Monitoring Program Report: · AM and PM peak traffic count data (data divided into 15-minute intervals) · AM and PM peak hour ICU analysis worksheets Location Number Count Intersection/Location Count Day Count Date 1 El Camino Real & Plaza Dr.Tues.7/14 2 El Camino Real & Marron Dr. Tues.7/14 3 El Camino Real & Carlsbad Village Dr. Tues.7/21 4 El Camino Real & Tamarack Ave.Thurs.9/17 5 El Camino Real & Cannon Rd. Thurs.9/17 6 El Camino Real & College Blvd. Thurs.7/23 7 El Camino Real & Faraday Ave. Thurs.7/23 8 El Camino Real & Palomar Airport Rd. Wed.7/29 9 El Camino Real & Cassia Rd. Wed.8/5 10 El Camino Real & Poinsettia Ln.Wed.8/5 11 El Camino Real & Alga Rd. Wed.8/5 12 El Camino Real & La Costa Ave. Wed.8/5 13 El Camino Real & Calle Barcelona Wed.9/16 14 Avenida Encinas & Palomar Airport Rd. Tues.7/28 15 Paseo Del Norte & Palomar Airport Rd. Tues.7/28 16 Armada Dr. & Palomar Airport Rd. Wed.7/29 17 College Blvd. & Palomar Airport Rd. Wed.7/29 18 Yarrow Dr. & Palomar Airport Rd. Wed.7/29 19 Loker Ave. & Palomar Airport Rd. Thurs.7/30 20 El Fuerte & Palomar Airport Road Thurs.7/30 21 Melrose Dr. & Palomar Airport Rd. Thurs.7/30 22 Carlsbad Blvd. & Carlsbad Village Dr. Thurs.7/16 23 Carlsbad Blvd & Tamarack Avenue Tues.7/21 24 Carlsbad Blvd. & Cannon Rd. Wed.7/22 25 Carlsbad Blvd. & Poinsettia Ln. Tues.8/4 26 Carlsbad Blvd. & Avenida Encinas Tues.8/4 27 Rancho Santa Fe Rd. & La Costa Ave. Wed.9/16 28 Rancho Santa Fe Rd. & Calle Barcelona Wed.9/16 29 Olivenhain Rd. & Rancho Santa Fe Rd. Wed.9/16 30 State St. & Carlsbad Village Dr. Thurs.7/16 31 Harding St. & Carlsbad Village Dr. Thurs.7/16 32 Aviara Pkwy. & Poinsettia Ln.Tues.9/29 33 Paseo Del Norte & Poinsettia Ln. Tues.8/4 34 Avenida Encinas & Poinsettia Ln. Tues.8/4 35 Melrose Dr. & Alga Rd. Wed.9/16 36 Jefferson St. & Marron Rd.Tues.7/14 37 Monroe St. & Marron Rd.Tues.7/14 38 Paseo Del Norte & Cannon Rd. Wed.7/22 39 Faraday Ave. & Cannon Rd. Thurs.7/23 40 College Blvd. & Carlsbad Village Dr. Tues.7/21 41 College Blvd. & Faraday Ave. Thurs.7/23 42 I-5 SB Ramps & Carlsbad Village Dr. Thurs.7/16 43 I-5 NB Ramps & Carlsbad Village Dr. Thurs.7/16 44 I-5 SB Ramps & Tamarack Ave.Thurs.9/17 45 I-5 NB Ramps & Tamarack Ave.Thurs.9/17 46 I-5 SB Ramps & Cannon Rd. Wed.7/22 47 I-5 NB Ramps & Cannon Rd.Wed.7/22 48 I-5 SB Ramps & Palomar Airport Rd. Tues.7/28 49 I-5 NB Ramps & Palomar Airport Rd. Tues.7/28 Table B-1 Summary of Intersection Turning Movement Counts O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 1 Intersec on Loca on: El Camino Real & Plaza Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 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 30 699 35 232 934 49 67 7 27 51 15 51 Adjusted Hourly Volume 30 734 0 232 983 0 74 0 27 66 0 51 Utilization Factor 0.01 0.12 0.00 0.06 0.16 0.00 0.02 0.00 0.02 0.04 0.00 0.03 Critical Factors 0.12 0.06 0.02 0.04 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day : Tuesday 2136 Total Name : FDS 1215 921 Subtotals 61 Sub -49 934 232 Sub - Totals totals totals Totals W E e 132 a s 233 0 67 51 s t 101 7 15 117 t 27 51 0 271 A North A p 154 p p p r r 30 699 35 Plaza Drive 1 Subtotals 990 764 Total 1754 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/16 8:45 AM 7:45 AM El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 2 0 1 1 0 1 Capacity 3600 6000 0 3600 6000 0 3600 0 1800 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 47 1400 34 368 957 203 279 19 34 54 16 184 Adjusted Hourly Volume 47 1434 0 368 1160 0 298 0 34 70 0 184 Utilization Factor 0.01 0.24 0.00 0.10 0.19 0.00 0.08 0.00 0.02 0.04 0.00 0.10 Critical Factors 0.24 0.10 0.08 0.10 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to South El Camino Real Date : Day : Tuesday 3393 Total Name : FDS 1528 1865 Subtotals 87 Sub -203 957 368 Sub - Totals totals totals Totals W E e 499 a s 831 0 279 184 s t 332 19 16 254 t 34 54 0 448 A North A p 194 p p p r r 47 1400 34 Plaza Drive 1 Subtotals 1037 1481 Total 2518 North Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1.5 0.5 1 0.5 0.5 1 6:30 AM 3 97 8 24 246 4 12 4 12 5 1 3 419 6:45 AM 6 139 8 30 217 7 9 1 6 10 2 9 444 7:00 AM 5 145 13 42 253 7 10 1 3 9 0 10 498 7:15 AM 2 138 5 45 229 9 18 3 2 7 0 15 473 7:30 AM 4 157 9 45 255 11 17 5 3 17 0 6 529 7:45 AM 9 175 11 61 237 18 11 1 5 10 6 6 550 8:00 AM 6 178 4 56 261 8 15 0 12 20 7 18 585 8:15 AM 12 180 8 70 203 13 19 2 4 8 2 8 529 8:30 AM 4 166 12 44 233 10 22 4 6 13 0 19 533 8:45 AM 15 182 7 67 215 14 10 3 0 12 1 17 543 9:00 AM 9 154 9 77 198 18 22 1 2 11 3 26 530 9:15 AM 9 137 11 70 185 20 24 3 5 16 5 29 514 Volumes 84 1848 105 631 2732 139 189 28 60 138 27 166 6147 Approach %4.12 90.72 5.15 18.02 78.01 3.97 68.23 10.11 21.66 41.69 8.16 50.15 App/Depart 2037 / 2203 3502 / 2930 277 / 764 331 / 250 Peak Volumes 31 699 35 231 934 49 67 7 27 51 15 51 2197 Approach %4.05 91.37 4.58 19.03 76.94 4.04 66.34 6.93 26.73 43.59 12.82 43.59 Pk Hr FACTOR:0.9389 AM Pk Hr at: PM 3:30 PM 10 306 7 81 207 58 59 6 12 15 4 50 815 3:45 PM 5 322 9 86 196 48 60 7 12 11 5 45 806 4:00 PM 7 334 8 81 214 34 75 10 11 11 15 58 858 4:15 PM 4 346 7 89 246 42 59 5 12 10 6 47 873 4:30 PM 8 270 9 73 223 46 58 7 11 13 3 55 776 4:45 PM 9 346 10 78 249 50 59 2 6 17 3 49 878 5:00 PM 7 355 6 92 219 49 76 7 10 8 5 43 877 5:15 PM 19 360 8 99 273 44 68 8 11 13 3 44 950 5:30 PM 12 339 10 99 216 60 76 2 7 16 5 48 890 5:45 PM 13 358 10 83 198 51 68 4 8 11 4 14 822 6:00 PM 8 257 8 77 182 63 86 10 7 13 3 27 741 6:15 PM 7 278 17 72 189 73 89 5 12 8 6 43 799 Volumes 109 3871 109 1010 2612 618 833 73 119 146 62 523 10085 Approach %2.67 94.67 2.67 23.82 61.60 14.58 81.27 7.12 11.61 19.97 8.48 71.55 App/Depart 4089 / 5227 4240 / 2877 1025 / 1192 731 / 789 Peak Volumes 47 1400 34 368 957 203 279 19 34 54 16 184 3595 Approach %3.17 94.53 2.30 24.08 62.63 13.29 84.04 5.72 10.24 21.26 6.30 72.44 Pk Hr FACTOR:0.9461 PM Pk Hr at: El Camino Real 07/12/2016 Carlsbad Plaza Dr. TUESDAY 16-1256-001 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.96 0.93 0.79 0.65 745 0.96 0.92 0.89 0.92 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 2 Intersec on Loca on: El Camino Real & Marron Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 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 25 568 41 93 877 78 61 34 33 71 53 126 Adjusted Hourly Volume 25 609 0 93 955 0 61 34 0 71 53 126 Utilization Factor 0.01 0.10 0.00 0.03 0.16 0.00 0.03 0.01 0.00 0.04 0.03 0.07 Critical Factors 0.01 0.16 0.03 0.07 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 1823 Total Name : FDS 1048 775 Subtotals 12 Sub -78 877 93 Sub - Totals totals totals Totals W E e 192 a s 320 0 61 126 s t 128 34 53 250 t 33 71 0 408 A North A p 158 p p p r r 25 568 41 Marron Road 0 Subtotals 935 634 Total 1569 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/16 8:30 AM 7:30 AM El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 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 150 1168 100 237 712 131 165 194 95 113 125 185 Adjusted Hourly Volume 150 1268 0 237 843 0 165 289 0 113 125 185 Utilization Factor 0.04 0.21 0.00 0.07 0.14 0.00 0.09 0.07 0.00 0.06 0.06 0.10 Critical Factors 0.21 0.07 0.09 0.10 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 2656 Total Name : FDS 1080 1576 Subtotals 14 Sub -131 712 237 Sub - Totals totals totals Totals W E e 423 a s 877 0 165 185 s t 454 194 125 423 t 95 113 0 844 A North A p 421 p p p r r 150 1168 100 Marron Road 2 Subtotals 955 1418 Total 2373 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1 2 0 1 2 0 6:30 AM 4 68 8 16 222 11 7 0 10 17 10 24 397 6:45 AM 5 121 4 13 227 13 6 3 13 15 8 22 450 7:00 AM 6 126 8 15 240 18 10 7 5 13 9 29 486 7:15 AM 9 112 8 20 212 15 10 7 8 20 11 17 449 7:30 AM 4 133 9 19 235 24 15 7 6 24 14 29 519 7:45 AM 10 147 4 23 217 19 12 8 8 19 17 30 514 8:00 AM 4 130 17 23 238 21 11 10 9 14 10 42 529 8:15 AM 7 158 11 28 187 14 23 9 10 14 12 25 498 8:30 AM 6 136 10 25 208 21 15 6 13 22 10 36 508 8:45 AM 7 171 9 25 172 27 11 9 10 10 10 32 493 9:00 AM 8 139 8 27 166 20 16 16 10 15 14 22 461 9:15 AM 17 118 15 24 144 27 23 9 14 15 22 23 451 Volumes 87 1559 111 258 2468 230 159 91 116 198 147 331 5755 Approach %4.95 88.73 6.32 8.73 83.49 7.78 43.44 24.86 31.69 29.29 21.75 48.96 App/Depart 1757 / 2049 2956 / 2782 366 / 460 676 / 464 Peak Volumes 25 568 41 93 877 78 61 34 33 71 53 126 2060 Approach %3.94 89.59 6.47 8.87 83.68 7.44 47.66 26.56 25.78 28.40 21.20 50.40 Pk Hr FACTOR:0.9735 AM Pk Hr at: PM 3:30 PM 50 232 23 67 144 36 48 40 27 26 26 40 759 3:45 PM 43 251 22 42 135 42 46 30 36 39 34 38 758 4:00 PM 40 279 25 49 151 34 42 36 25 25 27 40 773 4:15 PM 34 275 23 69 165 40 48 26 22 30 27 36 795 4:30 PM 38 198 35 65 150 32 45 41 22 36 28 32 722 4:45 PM 27 288 24 64 179 46 46 60 26 33 29 50 872 5:00 PM 33 282 20 47 172 24 33 43 28 27 31 47 787 5:15 PM 51 331 32 70 193 34 38 52 26 29 34 45 935 5:30 PM 39 267 24 56 168 27 48 39 15 24 31 43 781 5:45 PM 43 265 28 58 126 36 39 38 26 33 39 53 784 6:00 PM 31 178 18 46 122 37 36 39 24 32 33 56 652 6:15 PM 39 225 24 52 128 31 40 28 23 21 30 40 681 Volumes 468 3071 298 685 1833 419 509 472 300 355 369 520 9299 Approach %12.20 80.04 7.77 23.32 62.41 14.27 39.73 36.85 23.42 28.54 29.66 41.80 App/Depart 3837 / 4100 2937 / 2488 1281 / 1455 1244 / 1256 Peak Volumes 150 1168 100 237 712 131 165 194 95 113 125 185 3375 Approach %10.58 82.37 7.05 21.94 65.93 12.13 36.34 42.73 20.93 26.71 29.55 43.74 Pk Hr FACTOR:0.9024 PM Pk Hr at: 0.86 0.91 0.86 0.94 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.93 0.76 0.93 730 El Camino Real 07/12/2016 Carlsbad Marron Rd. TUESDAY 15-1156-002 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 3 Intersec on Loca on: El Camino Real & Carlsbad Village Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 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 45 347 15 109 774 128 120 63 50 57 254 136 Adjusted Hourly Volume 45 362 0 109 902 0 120 63 0 57 390 0 Utilization Factor 0.03 0.06 0.00 0.06 0.15 0.00 0.07 0.02 0.00 0.03 0.10 0.00 Critical Factors 0.03 0.15 0.07 0.10 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 1649 Total Name : FDS 1011 638 Subtotals 35 Sub -128 774 109 Sub - Totals totals totals Totals W E e 426 a s 659 0 120 136 s t 233 63 254 447 t 50 57 0 599 A North A p 152 p p p r r 45 347 15 Carlsbad Village Drive 1 Subtotals 882 407 Total 1289 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/15 8:30 AM 7:30 AM El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 2 0 1 2 0 Capacity 1800 6000 0 1800 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 118 1208 73 204 546 152 184 275 43 34 238 145 Adjusted Hourly Volume 118 1281 0 204 698 0 184 318 0 34 383 0 Utilization Factor 0.07 0.21 0.00 0.11 0.12 0.00 0.10 0.08 0.00 0.02 0.10 0.00 Critical Factors 0.21 0.11 0.10 0.10 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Tuesday 2455 Total Name : FDS 902 1553 Subtotals 16 Sub -152 546 204 Sub - Totals totals totals Totals W E e 508 a s 1010 0 184 145 s t 502 275 238 417 t 43 34 0 953 A North A p 536 p p p r r 118 1208 73 Carlsbad Village Drive 0 Subtotals 623 1399 Total 2022 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/15 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 0 1 3 0 1 2 0 1 2 0 6:30 AM 5 41 1 13 256 17 17 6 5 10 38 25 434 6:45 AM 3 52 0 17 207 23 15 5 6 9 39 28 404 7:00 AM 8 68 1 13 223 32 13 12 4 6 39 27 446 7:15 AM 8 58 3 20 204 29 26 20 9 12 46 29 464 7:30 AM 10 95 4 22 212 32 33 8 12 17 71 24 540 7:45 AM 9 79 5 29 183 48 22 16 11 11 66 36 515 8:00 AM 14 81 2 34 196 28 32 16 13 20 53 33 522 8:15 AM 12 92 4 24 183 20 33 23 14 9 64 43 521 8:30 AM 11 98 2 24 164 23 31 26 10 11 48 40 488 8:45 AM 21 106 4 34 144 25 28 24 14 11 71 47 529 9:00 AM 8 121 4 25 117 34 35 22 10 13 44 30 463 9:15 AM 9 103 6 16 126 30 39 16 13 7 42 28 435 Volumes 118 994 36 271 2215 341 324 194 121 136 621 390 5761 Approach %10.28 86.59 3.14 9.59 78.35 12.06 50.70 30.36 18.94 11.86 54.14 34.00 App/Depart 1148 / 1708 2827 / 2472 639 / 501 1147 / 1080 Peak Volumes 45 347 15 109 774 128 120 63 50 57 254 136 2098 Approach %11.06 85.26 3.69 10.78 76.56 12.66 51.50 27.04 21.46 12.75 56.82 30.43 Pk Hr FACTOR:0.9713 AM Pk Hr at: PM 3:30 PM 16 259 11 43 129 35 25 51 16 10 46 24 665 3:45 PM 22 299 12 48 136 29 35 51 13 10 49 40 744 4:00 PM 28 266 10 56 124 42 31 62 15 7 44 26 711 4:15 PM 25 289 11 45 165 31 28 55 6 12 61 35 763 4:30 PM 21 214 12 48 134 32 45 64 21 5 57 36 689 4:45 PM 32 355 13 44 150 41 42 60 11 9 58 29 844 5:00 PM 28 227 14 58 123 36 60 73 8 5 64 28 724 5:15 PM 31 326 19 55 145 39 38 73 9 8 61 49 853 5:30 PM 27 300 27 47 128 36 44 69 15 12 55 39 799 5:45 PM 18 248 16 46 127 37 35 58 16 5 49 40 695 6:00 PM 18 190 15 42 114 31 32 75 25 5 58 32 637 6:15 PM 24 196 9 48 91 35 30 42 7 6 38 34 560 Volumes 290 3169 169 580 1566 424 445 733 162 94 640 412 8684 Approach %7.99 87.35 4.66 22.57 60.93 16.50 33.21 54.70 12.09 8.20 55.85 35.95 App/Depart 3628 / 4026 2570 / 1822 1340 / 1482 1146 / 1354 Peak Volumes 118 1208 73 204 546 152 184 275 43 34 238 145 3220 Approach %8.43 86.35 5.22 22.62 60.53 16.85 36.65 54.78 8.57 8.15 57.07 34.77 Pk Hr FACTOR:0.9437 PM Pk Hr at: 0.87 0.94 0.89 0.88 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.95 0.83 0.96 730 El Camino Real 07/19/2016 Carlsbad Carlsbad Village Dr. TUESDAY 16-1256-003 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 4 Intersec on Loca on: El Camino Real & Tamarack Ave. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram - Construction Geometry Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram - Construction Geometry Page 2 A.M. Peak Hour ICU Analysis and Turn Movement Diagram - Post-Construction Geometry Page 3 P.M. Peak Hour ICU Analysis and Turn Movement Diagram - Post-Construction Geometry Page 4 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 5 Intersecon Analysis Summary El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:00 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 1 urations 3 1 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 1 0 1 1 1 2 1 0 Capacity 1800 4000 1800 1800 2000 0 1800 2000 1800 3600 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 200 507 125 30 649 7 42 119 377 463 225 40 Adjusted Hourly Volume 200 507 125 686 656 0 42 119 377 728 265 0 Utilization Factor 0.11 0.13 0.07 0.38 0.33 0.00 0.02 0.06 0.21 0.20 0.13 0.00 Critical Factors 0.13 0.38 0.21 0.20 ICU Ratio = 1.02 LOS = F Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Tuesday 1256 Total Name : FDS 686 570 Subtotals 7 Sub -7 649 30 Sub - Totals totals totals Totals W E e 274 a s 812 0 42 40 s t 538 119 225 728 t 377 463 0 1442 A North A p 714 p p p r r 200 507 125 Tamarack Avenue 0 Subtotals 1226 832 Total 2058 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/15 8:00 AM 7:00 AM NOTE: The lane configurations shown reflect temporary construction conditions El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 1 0 1 1 1 2 1 0 Capacity 1800 4000 1800 1800 2000 0 1800 2000 1800 3600 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 145 1418 254 23 508 29 26 126 87 146 100 16 Adjusted Hourly Volume 145 1418 254 560 537 0 26 213 0 262 116 0 Utilization Factor 0.08 0.35 0.14 0.31 0.27 0.00 0.01 0.11 0.00 0.07 0.06 0.00 Critical Factors 0.35 0.31 0.11 0.07 ICU Ratio = 0.94 LOS = E Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Tuesday 2017 Total Name : FDS 560 1457 Subtotals 0 Sub -29 508 23 Sub - Totals totals totals Totals W E e 155 a s 394 0 26 16 s t 239 126 100 262 t 87 146 0 788 A North A p 526 p p p r r 145 1418 254 Tamarack Avenue 0 Subtotals 740 1817 Total 2557 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/15 5:30 PM 4:30 PM NOTE: The lane configurations shown reflect temporary construction conditions El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:00 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 5 1 6 1 Outside 7 Free-flow Lane Settings 1 3 0 2 3 1 1 1 1 2 1 0 Capacity 1800 6000 0 3600 6000 1800 1800 2000 1800 3600 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 200 507 125 30 649 7 42 119 377 463 225 40 Adjusted Hourly Volume 200 632 0 30 649 7 42 0 377 728 265 0 Utilization Factor 0.11 0.11 0.00 0.01 0.11 0.00 0.02 0.00 0.21 0.20 0.13 0.00 Critical Factors 0.11 0.11 0.21 0.20 ICU Ratio = 0.73 LOS = C Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Tuesday 1256 Total Name : FDS 686 570 Subtotals 7 Sub -7 649 30 Sub - Totals totals totals Totals W E e 274 a s 812 0 42 40 s t 538 119 225 728 t 377 463 0 1442 A North A p 714 p p p r r 200 507 125 Tamarack Avenue 0 Subtotals 1226 832 Total 2058 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/15 8:00 AM 7:00 AM (Post-Construction) El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 5 1 6 1 Outside 7 Free-flow Lane Settings 1 3 0 2 3 1 1 2 0 2 1 0 Capacity 1800 6000 0 3600 6000 1800 1800 4000 0 3600 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 145 1418 254 23 508 29 26 126 87 146 100 16 Adjusted Hourly Volume 145 1672 0 23 508 29 26 213 0 262 116 0 Utilization Factor 0.08 0.28 0.00 0.01 0.08 0.02 0.01 0.05 0.00 0.07 0.06 0.00 Critical Factors 0.28 0.01 0.05 0.07 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Tuesday 2017 Total Name : FDS 560 1457 Subtotals 0 Sub -29 508 23 Sub - Totals totals totals Totals W E e 155 a s 394 0 26 16 s t 239 126 100 262 t 87 146 0 788 A North A p 526 p p p r r 145 1418 254 Tamarack Avenue 0 Subtotals 740 1817 Total 2557 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/15 5:30 PM 4:30 PM (Post-Construction) N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 1.5 0.5 1 1 0 2 1 0 6:30 AM 6 32 9 21 216 3 2 8 37 46 31 7 418 6:45 AM 12 77 15 29 214 4 4 16 50 72 30 13 536 7:00 AM 65 147 26 5 148 3 10 22 69 83 63 11 652 7:15 AM 54 74 16 13 162 1 15 36 121 110 77 4 683 7:30 AM 31 98 30 3 158 0 11 33 95 146 44 3 652 7:45 AM 50 188 53 9 181 3 6 28 92 124 41 22 797 8:00 AM 16 79 24 4 186 4 12 18 73 76 37 10 539 8:15 AM 27 76 22 5 183 8 4 20 58 53 28 5 489 8:30 AM 23 92 18 4 196 8 12 23 57 61 28 4 526 8:45 AM 16 108 11 7 184 7 6 17 33 57 24 7 477 9:00 AM 14 96 15 5 169 4 4 13 28 43 28 2 421 9:15 AM 19 78 14 2 154 4 2 12 26 45 24 2 382 Volumes 333 1145 253 107 2151 49 88 246 739 916 455 90 6572 Approach %19.24 66.15 14.62 4.64 93.24 2.12 8.20 22.93 68.87 62.70 31.14 6.16 App/Depart 1731 / 1323 2307 / 3806 1073 / 606 1461 / 837 Peak Volumes 200 507 125 30 649 7 42 119 377 463 225 40 2784 Approach %24.04 60.94 15.02 4.37 94.61 1.02 7.81 22.12 70.07 63.60 30.91 5.49 Pk Hr FACTOR:0.8733 AM Pk Hr at: PM 3:30 PM 43 316 46 4 121 11 12 25 20 20 33 20 671 3:45 PM 27 257 22 11 105 12 6 25 21 38 28 10 562 4:00 PM 33 301 35 7 136 5 8 25 22 23 20 7 622 4:15 PM 33 304 63 10 119 8 7 27 22 37 25 11 666 4:30 PM 29 344 59 8 122 8 2 35 31 42 26 3 709 4:45 PM 33 346 51 6 119 8 12 28 15 37 23 4 682 5:00 PM 40 377 48 6 140 5 9 32 23 33 23 5 741 5:15 PM 43 351 96 3 127 8 3 31 18 34 28 4 746 5:30 PM 48 320 62 2 123 8 10 37 17 26 30 6 689 5:45 PM 47 269 98 4 114 5 5 34 36 23 37 6 678 6:00 PM 30 207 50 8 101 6 7 44 24 30 21 3 531 6:15 PM 30 193 59 3 106 8 6 33 21 19 23 3 504 Volumes 436 3585 689 72 1433 92 87 376 270 362 317 82 7801 Approach %9.26 76.11 14.63 4.51 89.73 5.76 11.87 51.30 36.83 47.57 41.66 10.78 App/Depart 4710 / 3754 1597 / 2065 733 / 1137 761 / 845 Peak Volumes 145 1418 254 23 508 29 26 126 87 146 100 16 2878 Approach %7.98 78.04 13.98 4.11 90.71 5.18 10.88 52.72 36.40 55.73 38.17 6.11 Pk Hr FACTOR:0.9645 PM Pk Hr at: NOTE: Count data at this location was obtained during construction improvements. Volumes and lane configurations may reflect construction impacts. 0.93 0.93 0.88 0.92 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.71 0.89 0.78 0.94 700 El Camino Real 09/13/2016 Carlsbad Tamarack Ave.TUESDAY 16-1256-004 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 5 Intersec on Loca on: El Camino Real & Cannon Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:00 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 65 415 381 99 1238 224 175 189 102 1230 742 126 Adjusted Hourly Volume 65 415 381 99 1238 137 175 189 0 1230 868 0 Utilization Factor 0.04 0.10 0.21 0.06 0.21 0.08 0.05 0.05 0.00 0.34 0.22 0.00 Critical Factors 0.21 0.06 0.05 0.34 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 : Tuesdasy 2182 Total Name : FDS 1561 621 Subtotals 19 Sub -224 1238 99 Sub - Totals totals totals Totals W E e 1142 a s 1608 0 175 126 s t 466 189 742 2098 t 102 1230 0 3917 A North A p 1819 p p p r r 65 415 381 Cannon Road 1 Subtotals 1404 861 Total 2265 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/15 8:00 AM 7:00 AM El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 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 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 94 1594 1042 55 574 121 281 510 84 372 216 38 Adjusted Hourly Volume 94 1594 1042 55 574 0 281 594 0 372 254 0 Utilization Factor 0.05 0.40 0.58 0.03 0.10 0.00 0.08 0.15 0.00 0.10 0.06 0.00 Critical Factors 0.58 0.03 0.15 0.10 ICU Ratio = 0.96 LOS = E Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day : Tuesdasy 2426 Total Name : FDS 750 1676 Subtotals 11 Sub -121 574 55 Sub - Totals totals totals Totals W E e 618 a s 1493 0 281 38 s t 875 510 216 626 t 84 372 0 2561 A North A p 1935 p p p r r 94 1594 1042 Cannon Road 0 Subtotals 752 2730 Total 3482 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/15 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 3 1 2 2 0 2 2 0 6:30 AM 7 53 41 8 219 46 17 20 14 166 162 7 760 6:45 AM 12 100 178 28 270 44 33 61 12 222 167 16 1143 7:00 AM 13 140 208 47 236 44 39 103 17 273 189 44 1353 7:15 AM 19 80 55 14 297 49 42 23 26 334 214 42 1195 7:30 AM 17 121 63 18 344 62 56 27 33 302 175 25 1243 7:45 AM 16 74 55 20 361 69 38 36 26 321 164 15 1195 8:00 AM 15 78 59 19 302 44 12 26 40 291 124 6 1016 8:15 AM 9 91 68 7 303 30 17 31 24 248 107 4 939 8:30 AM 21 107 91 16 289 29 24 48 34 228 91 6 984 8:45 AM 20 117 62 10 251 36 8 18 19 183 68 3 795 9:00 AM 15 110 61 8 174 28 22 26 21 161 61 9 696 9:15 AM 10 81 43 7 147 28 20 25 18 138 44 7 568 Volumes 174 1152 984 202 3193 509 328 444 284 2867 1566 184 11887 Approach %7.53 49.87 42.60 5.17 81.79 13.04 31.06 42.05 26.89 62.10 33.92 3.99 App/Depart 2310 / 1664 3904 / 6344 1056 / 1630 4617 / 2249 Peak Volumes 65 415 381 99 1238 224 175 189 102 1230 742 126 4986 Approach %7.55 48.20 44.25 6.34 79.31 14.35 37.55 40.56 21.89 58.63 35.37 6.01 Pk Hr FACTOR:0.9213 AM Pk Hr at: PM 3:30 PM 15 321 202 12 140 27 69 108 14 119 50 12 1089 3:45 PM 21 245 169 11 136 34 34 71 11 100 42 13 887 4:00 PM 25 345 220 18 145 38 45 118 20 83 42 9 1108 4:15 PM 13 325 175 21 138 31 60 98 14 85 48 12 1020 4:30 PM 14 387 249 22 154 32 63 118 31 96 50 12 1228 4:45 PM 26 396 253 13 132 24 58 119 10 103 53 6 1193 5:00 PM 31 408 276 11 147 28 96 139 23 91 47 9 1306 5:15 PM 23 403 264 9 141 37 64 134 20 82 66 11 1254 5:30 PM 20 366 263 25 137 17 73 140 16 85 34 15 1191 5:45 PM 19 325 253 40 116 28 65 128 20 71 49 12 1126 6:00 PM 11 238 173 17 129 23 52 129 20 52 44 7 895 6:15 PM 17 213 149 17 108 19 44 87 11 73 23 15 776 Volumes 235 3972 2646 216 1623 338 723 1389 210 1040 548 133 13073 Approach %3.43 57.96 38.61 9.92 74.55 15.53 31.14 59.82 9.04 60.43 31.84 7.73 App/Depart 6853 / 4828 2177 / 2873 2322 / 4251 1721 / 1121 Peak Volumes 94 1594 1042 55 574 121 281 510 84 372 216 38 4981 Approach %3.44 58.39 38.17 7.33 76.53 16.13 32.11 58.29 9.60 59.42 34.50 6.07 Pk Hr FACTOR:0.9535 PM Pk Hr at: NOTE: Count data at this location was obtained during construction of adjacent roadways. Volumes may reflect construction impacts. 0.95 0.90 0.85 0.97 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.60 0.87 0.73 0.89 700 El Camino Real 09/13/2016 Carlsbad Cannon Rd. TUESDAY 16-1256-005 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 6 Intersec on Loca on: El Camino Real & College Blvd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary College Boulevard at El Camino Real Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 2 2 0 2 1 1 1 3 1 1 3 1 Capacity 3600 4000 0 3600 2000 1800 1800 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 87 14 9 33 29 36 19 1924 536 124 548 16 Adjusted Hourly Volume 87 23 0 33 29 0 19 1924 536 124 548 16 Utilization Factor 0.02 0.01 0.00 0.01 0.01 0.00 0.01 0.32 0.30 0.07 0.09 0.01 Critical Factors 0.02 0.01 0.32 0.07 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :College Boulevard and El Camino Real Time : to North Approach College Boulevard Date : Day : Thursday 163 Total Name : FDS 98 65 Subtotals 0 Sub -36 29 33 Sub - Totals totals totals Totals W E e 602 a s 3081 2 19 16 s t 2479 1924 548 688 t 536 124 51 2694 A North A p 2006 p p p r r 87 14 9 El Camino Real 1 Subtotals 702 110 Total 812 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/16 8:45 AM 7:45 AM College Boulevard at El Camino Real Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 2 2 0 2 1 1 1 3 1 1 3 1 Capacity 3600 4000 0 3600 2000 1800 1800 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 539 35 24 20 13 39 45 993 120 21 1944 32 Adjusted Hourly Volume 539 59 0 20 13 0 45 993 120 21 1944 32 Utilization Factor 0.15 0.01 0.00 0.01 0.01 0.00 0.03 0.17 0.07 0.01 0.32 0.02 Critical Factors 0.15 0.01 0.03 0.32 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :College Boulevard and El Camino Real Time : to North Approach College Boulevard Date : Day : Thursday 170 Total Name : FDS 72 98 Subtotals 0 Sub -39 13 20 Sub - Totals totals totals Totals W E e 2018 a s 3176 11 45 32 s t 1158 993 1944 1997 t 120 21 11 3024 A North A p 1027 p p p r r 539 35 24 El Camino Real 1 Subtotals 682 598 Total 1280 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/16 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 1 3 1 1 3 1 6:30 AM 7 2 1 3 5 7 2 274 66 5 51 3 426 6:45 AM 8 1 0 9 5 3 4 372 107 13 79 2 603 7:00 AM 15 1 3 4 3 4 3 379 85 14 85 3 599 7:15 AM 15 1 1 3 6 9 6 474 96 10 97 3 721 7:30 AM 14 3 3 15 6 7 4 484 120 27 111 6 800 7:45 AM 15 3 1 8 9 6 2 532 163 31 138 8 916 8:00 AM 21 3 4 8 9 11 5 458 118 30 121 2 790 8:15 AM 21 3 0 9 4 10 1 471 118 27 134 2 800 8:30 AM 30 5 4 8 7 9 11 463 137 36 155 4 869 8:45 AM 28 9 1 8 7 11 5 461 105 26 180 5 846 9:00 AM 24 6 1 6 6 12 10 358 78 27 157 8 693 9:15 AM 13 5 5 9 7 8 8 271 60 27 148 18 579 Volumes 211 42 24 90 74 97 61 4997 1253 273 1456 64 8642 Approach %76.17 15.16 8.66 34.48 28.35 37.16 0.97 79.18 19.85 15.23 81.20 3.57 App/Depart 277 / 167 261 / 1600 6311 / 5111 1793 / 1764 Peak Volumes 87 14 9 33 29 36 19 1924 536 124 548 16 3375 Approach %79.09 12.73 8.18 33.67 29.59 36.73 0.77 77.61 21.62 18.02 79.65 2.33 Pk Hr FACTOR:0.9211 AM Pk Hr at: PM 3:30 PM 114 5 6 6 2 5 3 277 39 13 395 3 868 3:45 PM 85 8 1 5 3 10 8 270 41 8 424 4 867 4:00 PM 116 4 5 9 6 8 8 269 22 4 423 9 883 4:15 PM 95 6 1 9 3 9 11 265 28 4 419 5 855 4:30 PM 131 5 4 5 4 7 7 258 28 5 477 9 940 4:45 PM 102 6 5 3 1 4 5 259 44 5 473 9 916 5:00 PM 164 13 10 8 4 8 13 239 26 8 499 5 997 5:15 PM 142 11 5 4 4 20 9 237 22 3 495 9 961 5:30 PM 92 6 7 9 7 9 5 241 29 2 432 10 849 5:45 PM 104 10 1 7 2 10 6 212 24 2 412 6 796 6:00 PM 67 18 2 3 4 5 9 175 15 2 341 5 646 6:15 PM 78 6 1 5 6 9 9 182 21 4 317 12 650 Volumes 1290 98 48 73 46 104 93 2884 339 60 5107 86 10228 Approach %89.83 6.82 3.34 32.74 20.63 46.64 2.80 86.97 10.22 1.14 97.22 1.64 App/Depart 1436 / 277 223 / 445 3316 / 3005 5253 / 6501 Peak Volumes 539 35 24 20 13 39 34 993 120 21 1944 32 3814 Approach %90.13 5.85 4.01 27.78 18.06 54.17 2.96 86.57 10.46 1.05 97.35 1.60 Pk Hr FACTOR:0.9564 PM Pk Hr at: 0.80 0.64 0.93 0.98 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.71 0.88 0.89 0.88 745 College Blvd. 07/21/2016 Carlsbad El Camino Real THURSDAY 16-1256-006 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 7 Intersec on Loca on: El Camino Real & Faraday Ave. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 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 587 420 85 400 1482 152 24 180 95 122 734 148 Adjusted Hourly Volume 587 505 0 400 1482 152 24 180 95 122 734 148 Utilization Factor 0.16 0.08 0.00 0.11 0.25 0.08 0.01 0.05 0.05 0.07 0.18 0.08 Critical Factors 0.16 0.25 0.01 0.18 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Thursday 2971 Total Name : FDS 2034 937 Subtotals 31 Sub -152 1482 400 Sub - Totals totals totals Totals W E e 930 a s 1229 0 24 148 s t 299 180 734 1004 t 95 122 0 1422 A North A p 418 p p p r r 587 420 85 Faraday Avenue 20 Subtotals 2144 1092 Total 3236 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/16 8:30 AM 7:30 AM El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 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 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 1 1 2 1 2 1 Capacity 3600 6000 0 3600 6000 1800 1800 2000 3600 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 159 1375 108 218 934 15 128 681 630 165 255 345 Adjusted Hourly Volume 159 1483 0 218 934 15 128 341 971 165 255 345 Utilization Factor 0.04 0.25 0.00 0.06 0.16 0.01 0.07 0.17 0.27 0.09 0.06 0.19 Critical Factors 0.25 0.06 0.27 0.09 ICU Ratio = 0.77 LOS = C Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Thursday 3094 Total Name : FDS 1167 1927 Subtotals 11 Sub -15 934 218 Sub - Totals totals totals Totals W E e 430 a s 1869 0 128 345 s t 1439 681 255 765 t 630 165 0 1730 A North A p 965 p p p r r 159 1375 108 Faraday Avenue 32 Subtotals 1691 1642 Total 3333 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/16 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 1 1 2 1 1 2 1 6:30 AM 60 45 20 64 161 13 5 17 7 21 99 12 524 6:45 AM 94 77 27 104 277 25 1 26 16 16 124 23 810 7:00 AM 99 81 14 89 249 39 0 30 16 16 165 14 812 7:15 AM 121 83 15 95 319 50 2 32 12 22 146 24 921 7:30 AM 112 99 20 88 381 36 2 44 18 23 189 29 1041 7:45 AM 155 120 28 129 379 39 6 46 23 28 200 48 1201 8:00 AM 162 87 15 91 348 46 12 51 28 37 192 36 1105 8:15 AM 158 114 22 92 374 31 4 39 26 34 153 35 1082 8:30 AM 133 132 18 61 322 38 7 41 27 22 156 38 995 8:45 AM 126 131 26 102 426 35 12 40 33 44 147 58 1180 9:00 AM 130 139 20 51 299 19 4 42 33 33 177 39 986 9:15 AM 127 136 30 53 244 24 6 24 39 35 111 42 871 Volumes 1477 1244 255 1019 3779 395 61 432 278 331 1859 398 11528 Approach %49.63 41.80 8.57 19.62 72.77 7.61 7.91 56.03 36.06 12.79 71.83 15.38 App/Depart 2976 / 1703 5193 / 4388 771 / 1706 2588 / 3731 Peak Volumes 587 420 85 400 1482 152 24 180 95 122 734 148 4429 Approach %53.75 38.46 7.78 19.67 72.86 7.47 8.03 60.20 31.77 12.15 73.11 14.74 Pk Hr FACTOR:0.9219 AM Pk Hr at: PM 3:30 PM 41 309 22 44 236 7 20 108 113 46 48 62 1056 3:45 PM 45 285 19 43 266 4 16 103 90 41 45 68 1025 4:00 PM 46 280 24 54 263 5 30 133 137 41 30 80 1123 4:15 PM 33 294 15 55 233 1 15 119 94 34 51 74 1018 4:30 PM 47 333 12 62 234 3 39 130 157 40 58 91 1206 4:45 PM 39 321 29 61 217 4 38 146 123 33 72 88 1171 5:00 PM 33 340 30 45 260 5 26 201 176 46 71 103 1336 5:15 PM 40 381 37 50 223 3 25 204 174 46 54 63 1300 5:30 PM 38 321 27 61 217 7 33 180 140 49 49 66 1188 5:45 PM 42 295 19 49 190 1 22 142 116 30 36 64 1006 6:00 PM 27 249 14 39 166 3 20 91 116 27 35 43 830 6:15 PM 22 275 11 20 186 3 14 75 91 23 31 41 792 Volumes 453 3683 259 583 2691 46 298 1632 1527 456 580 843 13051 Approach %10.31 83.80 5.89 17.56 81.05 1.39 8.62 47.21 44.17 24.27 30.87 44.86 App/Depart 4395 / 4824 3320 / 4674 3457 / 2474 1879 / 1079 Peak Volumes 159 1375 108 218 934 15 128 681 630 165 255 345 5013 Approach %9.68 83.74 6.58 18.68 80.03 1.29 8.90 47.32 43.78 21.57 33.33 45.10 Pk Hr FACTOR:0.9381 PM Pk Hr at: 0.90 0.94 0.89 0.87 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.93 0.82 0.91 730 El Camino Real 07/21/2016 Carlsbad Faraday Ave. THURSDAY 16-1256-007 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 8 Intersec on Loca on: El Camino Real & Palomar Airport Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 Outside 7 1 1 Free-flow Lane Settings 2 3 2 2 3 1 2 3 1 2 3 2 Capacity 3600 6000 3600 3600 6000 1800 3600 6000 1800 3600 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 161 619 389 372 929 264 126 879 128 678 1516 604 Adjusted Hourly Volume 161 619 50 372 929 201 126 879 128 678 1516 604 Utilization Factor 0.04 0.10 0.01 0.10 0.15 0.11 0.04 0.15 0.07 0.19 0.25 0.17 Critical Factors 0.10 0.10 0.15 0.19 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 3161 Total Name : FDS 1565 1596 Subtotals 0 Sub -264 929 372 Sub - Totals totals totals Totals W E e 1950 a s 3083 1 126 604 s t 1133 879 1516 2798 t 128 678 0 4744 A North A p 1946 p p p r r 161 619 389 Palomar Airport Road 45 Subtotals 1173 1169 Total 2342 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/16 8:45 AM 7:45 AM El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 Outside 7 1 1 Free-flow Lane Settings 2 3 2 2 3 1 2 3 1 2 3 2 Capacity 3600 6000 3600 3600 6000 1800 3600 6000 1800 3600 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 202 970 556 617 880 146 355 1527 137 490 985 479 Adjusted Hourly Volume 202 970 311 617 880 146 355 1527 137 490 985 479 Utilization Factor 0.06 0.16 0.09 0.17 0.15 0.08 0.10 0.25 0.08 0.14 0.16 0.13 Critical Factors 0.16 0.17 0.25 0.14 ICU Ratio = 0.82 LOS = D Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 3709 Total Name : FDS 1643 2066 Subtotals 1 Sub -146 880 617 Sub - Totals totals totals Totals W E e 1529 a s 3548 1 355 479 s t 2019 1527 985 1954 t 137 490 0 4528 A North A p 2574 p p p r r 202 970 556 Palomar Airport Road 44 Subtotals 1175 1728 Total 2903 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 2 2 3 1 2 3 1 2 3 2 6:30 AM 14 59 50 42 91 40 19 124 14 85 299 73 910 6:45 AM 15 80 59 60 134 44 21 146 18 116 359 112 1164 7:00 AM 16 86 68 78 172 79 25 133 9 175 308 118 1267 7:15 AM 29 95 95 70 184 63 21 152 28 155 339 125 1356 7:30 AM 33 124 82 84 266 60 35 169 26 174 378 110 1541 7:45 AM 38 164 95 109 245 77 38 239 30 165 458 146 1804 8:00 AM 43 147 98 96 259 82 29 209 29 175 391 165 1723 8:15 AM 36 165 103 84 196 51 28 216 37 183 333 155 1587 8:30 AM 44 143 93 83 229 54 31 215 32 155 334 138 1551 8:45 AM 36 175 101 100 244 55 33 209 36 183 407 150 1729 9:00 AM 41 145 100 69 195 38 37 231 26 126 275 141 1424 9:15 AM 56 163 79 77 186 44 39 166 20 117 290 126 1363 Volumes 401 1546 1023 952 2401 687 356 2209 305 1809 4171 1559 17419 Approach %13.50 52.05 34.44 23.56 59.43 17.00 12.40 76.97 10.63 24.00 55.33 20.68 App/Depart 2970 / 3461 4040 / 4515 2870 / 4184 7539 / 5259 Peak Volumes 161 619 389 372 929 264 126 879 128 678 1516 604 6665 Approach %13.77 52.95 33.28 23.77 59.36 16.87 11.12 77.58 11.30 24.23 54.18 21.59 Pk Hr FACTOR:0.9236 AM Pk Hr at: PM 3:30 PM 45 151 107 136 194 40 79 396 24 113 220 91 1596 3:45 PM 45 189 121 130 183 30 70 336 35 118 233 90 1580 4:00 PM 51 180 120 148 179 34 68 346 29 116 243 111 1625 4:15 PM 61 227 117 136 167 23 55 356 27 119 221 105 1614 4:30 PM 60 193 145 139 183 44 78 378 34 124 234 117 1729 4:45 PM 50 215 132 149 225 45 80 383 30 126 225 99 1759 5:00 PM 60 231 149 161 234 34 104 421 36 106 257 144 1937 5:15 PM 44 252 135 160 248 39 106 359 40 145 253 128 1909 5:30 PM 48 272 140 147 173 28 65 364 31 113 250 108 1739 5:45 PM 64 267 123 117 165 31 59 347 24 112 202 88 1599 6:00 PM 59 225 97 116 145 36 53 331 20 101 209 93 1485 6:15 PM 51 212 98 112 122 21 50 305 25 82 189 83 1350 Volumes 638 2614 1484 1651 2218 405 867 4322 355 1375 2736 1257 19922 Approach %13.47 55.19 31.33 38.63 51.90 9.48 15.64 77.96 6.40 25.61 50.97 23.42 App/Depart 4736 / 4738 4274 / 3948 5544 / 7457 5368 / 3779 Peak Volumes 202 970 556 617 880 146 355 1527 137 490 985 479 7344 Approach %11.69 56.13 32.18 37.55 53.56 8.89 17.58 75.63 6.79 25.08 50.41 24.51 Pk Hr FACTOR:0.9479 PM Pk Hr at: El Camino Real 07/27/2016 Carlsbad Palomar Airport Rd. WEDNESDAY 16-1256-008 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.96 0.90 0.92 0.91 745 0.94 0.92 0.90 0.93 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 9 Intersec on Loca on: El Camino Real & Cassia Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 0 1 0 1 1 0 1 Capacity 1800 4000 1800 1800 6000 0 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 97 1319 15 10 1097 146 418 6 165 13 2 14 Adjusted Hourly Volume 97 1319 15 10 1243 0 418 0 171 13 0 16 Utilization Factor 0.05 0.33 0.01 0.01 0.21 0.00 0.23 0.00 0.10 0.01 0.00 0.01 Critical Factors 0.33 0.01 0.23 0.01 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Wednesday 2594 Total Name : FDS 1253 1341 Subtotals 2 Sub -146 1097 10 Sub - Totals totals totals Totals W E e 567 a s 1156 0 418 14 s t 589 6 2 29 t 165 13 0 65 A North A p 36 p p p r r 97 1319 15 Cassia Road 1 Subtotals 1358 1431 Total 2789 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/16 9:00 AM 8:00 AM El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 0 1 0 1 1 0 1 Capacity 1800 4000 1800 1800 6000 0 1800 0 1800 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 158 1167 8 16 1823 346 235 6 153 13 5 12 Adjusted Hourly Volume 158 1167 8 16 2169 0 235 0 159 13 0 17 Utilization Factor 0.09 0.29 0.00 0.01 0.36 0.00 0.13 0.00 0.09 0.01 0.00 0.01 Critical Factors 0.09 0.36 0.13 0.01 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Wednesday 3375 Total Name : FDS 2185 1190 Subtotals 5 Sub -346 1823 16 Sub - Totals totals totals Totals W E e 591 a s 985 0 235 12 s t 394 6 5 30 t 153 13 0 62 A North A p 32 p p p r r 158 1167 8 Cassia Road 5 Subtotals 2129 1333 Total 3462 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 3 0 1 1 0 1 1 0 6:30 AM 7 114 0 0 113 16 30 0 13 1 0 0 294 6:45 AM 12 199 0 0 176 31 51 0 19 1 1 0 490 7:00 AM 10 168 2 5 207 17 54 1 21 1 2 0 488 7:15 AM 18 231 3 4 265 24 58 1 28 2 1 0 635 7:30 AM 28 307 6 1 263 29 91 2 36 0 1 2 766 7:45 AM 25 366 5 4 314 40 117 3 36 2 0 4 916 8:00 AM 19 298 4 1 253 33 123 2 32 1 2 2 770 8:15 AM 20 318 3 4 274 31 105 1 30 4 0 2 792 8:30 AM 21 314 0 1 296 30 84 2 47 2 0 5 802 8:45 AM 37 389 8 4 274 52 106 1 56 6 0 5 938 9:00 AM 40 296 4 5 221 45 87 3 50 2 1 6 760 9:15 AM 35 314 5 4 260 41 90 1 33 3 1 5 792 Volumes 272 3314 40 33 2916 389 996 17 401 25 9 31 8443 Approach %7.50 91.40 1.10 0.99 87.36 11.65 70.44 1.20 28.36 38.46 13.85 47.69 App/Depart 3626 / 4341 3338 / 3342 1414 / 90 65 / 670 Peak Volumes 97 1319 15 10 1097 146 418 6 165 13 2 14 3302 Approach %6.78 92.17 1.05 0.80 87.55 11.65 70.97 1.02 28.01 44.83 6.90 48.28 Pk Hr FACTOR:0.8801 AM Pk Hr at: PM 3:30 PM 50 288 1 5 360 62 56 1 35 4 2 4 868 3:45 PM 41 241 2 5 337 64 63 3 23 7 0 1 787 4:00 PM 39 231 2 4 384 50 81 2 36 2 3 3 837 4:15 PM 34 272 5 2 415 70 52 0 43 5 1 4 903 4:30 PM 45 271 1 4 359 63 61 0 46 5 0 2 857 4:45 PM 49 298 0 3 424 85 51 1 37 3 1 3 955 5:00 PM 38 308 1 2 491 83 58 2 29 4 2 2 1020 5:15 PM 40 313 3 3 506 103 66 3 31 2 0 4 1074 5:30 PM 31 248 4 8 402 75 60 0 56 4 2 3 893 5:45 PM 30 291 2 2 365 69 61 0 48 1 3 3 875 6:00 PM 35 239 3 5 326 89 54 1 32 2 3 2 791 6:15 PM 41 257 2 2 262 70 56 2 37 1 1 4 735 Volumes 473 3257 26 45 4631 883 719 15 453 40 18 35 10595 Approach %12.59 86.71 0.69 0.81 83.31 15.88 60.57 1.26 38.16 43.01 19.35 37.63 App/Depart 3756 / 4011 5559 / 5124 1187 / 86 93 / 1374 Peak Volumes 158 1167 8 16 1823 346 235 6 153 13 5 12 3942 Approach %11.85 87.55 0.60 0.73 83.43 15.84 59.64 1.52 38.83 43.33 16.67 40.00 Pk Hr FACTOR:0.9176 PM Pk Hr at: 0.94 0.89 0.85 0.83 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.82 0.95 0.90 0.66 800 El Camino Real 08/03/16 Carlsbad Cassia Rd. WEDNESDAY 16-1256-009 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 10 Intersec on Loca on: El Camino Real & Poinse5 a Ln. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 0 2 1 1 Capacity 3600 6000 1800 3600 6000 0 3600 4000 0 3600 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 18 1246 246 96 1151 12 19 10 6 344 7 151 Adjusted Hourly Volume 18 1246 246 96 1163 0 19 16 0 344 0 158 Utilization Factor 0.01 0.21 0.14 0.03 0.19 0.00 0.01 0.00 0.00 0.10 0.00 0.09 Critical Factors 0.21 0.03 0.00 0.10 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Wednesday 2747 Total Name : FDS 1259 1488 Subtotals 5 Sub -12 1151 96 Sub - Totals totals totals Totals W E e 53 a s 88 0 19 151 s t 35 10 7 502 t 6 344 3 1104 A North A p 602 p p p r r 18 1246 246 Poinsettia Lane 15 Subtotals 1163 1510 Total 2673 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/16 9:00 AM 8:00 AM El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 0 2 1 1 Capacity 3600 6000 1800 3600 6000 0 3600 4000 0 3600 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 9 1214 459 202 1794 14 7 7 3 270 16 113 Adjusted Hourly Volume 9 1214 459 202 1808 0 7 7 10 270 0 129 Utilization Factor 0.00 0.20 0.26 0.06 0.30 0.00 0.00 0.00 0.00 0.08 0.00 0.07 Critical Factors 0.26 0.06 0.00 0.08 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Wednesday 3537 Total Name : FDS 2010 1527 Subtotals 2 Sub -14 1794 202 Sub - Totals totals totals Totals W E e 45 a s 62 0 7 113 s t 17 7 16 399 t 3 270 0 1137 A North A p 738 p p p r r 9 1214 459 Poinsettia Lane 8 Subtotals 1798 1682 Total 3480 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 1 2 3 0 2 2 0 2 2 0 6:30 AM 2 126 19 8 111 1 4 1 0 51 0 8 331 6:45 AM 0 168 30 9 167 0 2 0 0 67 0 20 463 7:00 AM 3 146 29 7 215 0 1 0 0 75 0 21 497 7:15 AM 5 225 44 6 289 1 1 2 3 80 1 28 685 7:30 AM 8 292 46 8 267 1 4 2 3 79 2 31 743 7:45 AM 2 370 62 8 310 1 2 1 4 100 2 36 898 8:00 AM 4 288 60 25 276 4 3 1 1 112 2 34 810 8:15 AM 3 306 55 14 284 2 2 3 3 85 2 36 795 8:30 AM 5 294 54 21 295 2 7 2 0 75 2 32 789 8:45 AM 6 358 77 36 296 4 7 4 2 72 1 49 912 9:00 AM 3 308 48 41 254 2 2 3 3 61 5 45 775 9:15 AM 4 279 46 22 245 4 4 4 0 48 1 45 702 Volumes 45 3160 570 205 3009 22 39 23 19 905 18 385 8400 Approach %1.19 83.71 15.10 6.33 92.99 0.68 48.15 28.40 23.46 69.19 1.38 29.43 App/Depart 3775 / 3584 3236 / 3933 81 / 798 1308 / 85 Peak Volumes 18 1246 246 96 1151 12 19 10 6 344 7 151 3306 Approach %1.19 82.52 16.29 7.63 91.42 0.95 54.29 28.57 17.14 68.53 1.39 30.08 Pk Hr FACTOR:0.9063 AM Pk Hr at: PM 3:30 PM 4 282 81 32 312 0 4 1 1 47 4 32 800 3:45 PM 2 272 80 34 384 3 1 1 2 54 2 29 864 4:00 PM 2 256 84 24 333 3 1 1 1 62 2 28 797 4:15 PM 5 275 84 37 429 5 4 3 0 53 3 29 927 4:30 PM 4 295 93 43 336 2 2 0 1 57 1 25 859 4:45 PM 5 302 96 47 429 4 2 1 0 69 4 26 985 5:00 PM 1 323 121 45 457 3 1 2 1 77 4 32 1067 5:15 PM 3 325 133 53 473 5 2 2 1 72 5 28 1102 5:30 PM 0 264 109 57 435 2 2 2 1 52 3 27 954 5:45 PM 1 287 124 36 311 4 3 0 1 51 4 22 844 6:00 PM 2 257 85 42 356 6 2 1 2 54 3 22 832 6:15 PM 4 278 94 25 271 4 2 0 2 49 2 20 751 Volumes 33 3416 1184 475 4526 41 26 14 13 697 37 320 10782 Approach %0.71 73.73 25.56 9.42 89.77 0.81 49.06 26.42 24.53 66.13 3.51 30.36 App/Depart 4633 / 3762 5042 / 5236 53 / 1673 1054 / 111 Peak Volumes 9 1214 459 202 1794 14 7 7 3 270 16 113 4108 Approach %0.54 72.18 27.29 10.05 89.25 0.70 41.18 41.18 17.65 67.67 4.01 28.32 Pk Hr FACTOR:0.9319 PM Pk Hr at: 0.91 0.95 0.85 0.88 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.86 0.94 0.67 0.85 800 El Camino Real 08/03/16 Carlsbad Poinsettia Ln. WEDNESDAY 16-1256-010 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 11 Intersec on Loca on: El Camino Real & Alga Rd./Aviara Pkwy. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Alga Road/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 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 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 177 1251 161 67 1373 70 85 146 232 608 265 84 Adjusted Hourly Volume 177 1251 161 67 1443 0 85 146 144 608 349 0 Utilization Factor 0.05 0.21 0.09 0.02 0.24 0.00 0.02 0.04 0.08 0.17 0.09 0.00 Critical Factors 0.05 0.24 0.08 0.17 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 2912 Total Name : FDS 1510 1402 Subtotals 0 Sub -70 1373 67 Sub - Totals totals totals Totals W E e 420 a s 883 0 85 84 s t 463 146 265 957 t 232 608 0 1872 A North A p 915 p p p r r Aviara Parkway 177 1251 161 Alga Road 0 Subtotals 1782 1589 Total 3371 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/16 8:45 AM 7:45 AM El Camino Real at Alga Road/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 1 2 3 0 2 2 1 2 2 0 Capacity 3600 6000 1800 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 399 1381 583 214 1602 126 152 356 369 303 273 62 Adjusted Hourly Volume 399 1381 583 214 1728 0 152 356 169.5 303 335 0 Utilization Factor 0.11 0.23 0.32 0.06 0.29 0.00 0.04 0.09 0.09 0.08 0.08 0.00 Critical Factors 0.11 0.29 0.09 0.08 ICU Ratio = 0.67 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 3599 Total Name : FDS 1942 1657 Subtotals 0 Sub -126 1602 214 Sub - Totals totals totals Totals W E e 551 a s 1428 0 152 62 s t 877 356 273 638 t 369 303 0 1880 A North A p 1242 p p p r r Aviara Parkway 399 1381 583 Alga Road 0 Subtotals 2370 2363 Total 4733 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 2 2 1 2 2 0 6:30 AM 16 136 15 14 154 4 10 6 32 76 26 18 507 6:45 AM 19 163 30 10 224 11 17 16 29 140 34 22 715 7:00 AM 20 174 30 9 287 10 11 25 30 141 49 14 800 7:15 AM 24 220 38 12 345 10 17 24 53 123 50 20 936 7:30 AM 28 319 23 11 345 11 18 24 47 151 70 15 1062 7:45 AM 43 349 37 15 390 11 22 48 56 166 75 18 1230 8:00 AM 29 285 37 21 329 22 12 30 57 146 59 22 1049 8:15 AM 52 311 50 16 314 18 25 31 55 144 50 19 1085 8:30 AM 53 306 37 15 340 19 26 37 64 152 81 25 1155 8:45 AM 42 355 49 24 270 24 16 36 73 145 78 36 1148 9:00 AM 43 264 42 20 238 19 31 34 80 141 77 31 1020 9:15 AM 50 248 54 17 245 24 22 35 81 116 66 20 978 Volumes 419 3130 442 184 3481 183 227 346 657 1641 715 260 11685 Approach %10.50 78.43 11.07 4.78 90.46 4.76 18.46 28.13 53.41 62.73 27.33 9.94 App/Depart 3991 / 3617 3848 / 5779 1230 / 972 2616 / 1317 Peak Volumes 177 1251 161 67 1373 70 85 146 232 608 265 84 4519 Approach %11.14 78.73 10.13 4.44 90.93 4.64 18.36 31.53 50.11 63.53 27.69 8.78 Pk Hr FACTOR:0.9185 AM Pk Hr at: PM 3:30 PM 90 336 113 32 315 20 25 49 81 88 62 16 1227 3:45 PM 54 247 109 31 295 36 35 77 87 81 59 14 1125 4:00 PM 103 313 104 31 330 36 25 61 82 89 44 11 1229 4:15 PM 81 306 101 39 389 31 20 70 94 65 60 15 1271 4:30 PM 93 310 100 34 310 33 29 80 80 82 63 16 1230 4:45 PM 108 392 140 50 383 27 38 91 83 83 65 19 1479 5:00 PM 73 295 139 67 453 32 36 83 94 89 80 12 1453 5:15 PM 121 351 154 54 402 35 41 80 88 69 68 14 1477 5:30 PM 97 343 150 43 364 32 37 102 104 62 60 17 1411 5:45 PM 93 316 145 42 345 27 32 89 71 85 57 10 1312 6:00 PM 93 304 144 49 293 32 28 81 64 87 47 17 1239 6:15 PM 78 281 125 30 237 28 22 67 60 56 36 12 1032 Volumes 1084 3794 1524 502 4116 369 368 930 988 936 701 173 15485 Approach %16.93 59.26 23.81 10.07 82.53 7.40 16.10 40.68 43.22 51.71 38.73 9.56 App/Depart 6402 / 4335 4987 / 6040 2286 / 2956 1810 / 2154 Peak Volumes 399 1381 583 214 1602 126 152 356 369 303 273 62 5820 Approach %16.89 58.44 24.67 11.02 82.49 6.49 17.33 40.59 42.08 47.49 42.79 9.72 Pk Hr FACTOR:0.9838 PM Pk Hr at: El Camino Real 08/03/16 Carlsbad Alga Rd/Aviara Pkwy WEDNESDAY 16-1256-011 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.91 0.91 0.92 745 0.92 0.88 0.90 0.88 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 12 Intersec on Loca on: El Camino Real & La Costa Ave. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 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 214 817 26 104 1408 732 660 250 248 130 562 231 Adjusted Hourly Volume 214 843 0 104 1408 402 660 250 248 130 562 231 Utilization Factor 0.06 0.14 0.00 0.03 0.23 0.22 0.18 0.06 0.14 0.07 0.14 0.13 Critical Factors 0.06 0.23 0.18 0.14 ICU Ratio = 0.71 LOS = C Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 3395 Total Name : FDS 2244 1151 Subtotals 1 Sub -732 1408 104 Sub - Totals totals totals Totals W E e 1955 a s 3113 0 660 231 s t 1158 250 562 923 t 248 130 0 1330 A North A p 407 p p p r r 214 817 26 La Costa Avenue 1 Subtotals 1869 1057 Total 2926 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/15 8:30 AM 7:30 AM El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 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 292 1444 133 269 1214 781 809 582 245 106 390 208 Adjusted Hourly Volume 292 1577 0 269 1214 377 809 582 245 106 390 208 Utilization Factor 0.08 0.26 0.00 0.07 0.20 0.21 0.22 0.15 0.14 0.06 0.10 0.12 Critical Factors 0.26 0.07 0.22 0.12 ICU Ratio = 0.77 LOS = C Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 4185 Total Name : FDS 2264 1921 Subtotals 0 Sub -781 1214 269 Sub - Totals totals totals Totals W E e 1983 a s 3619 0 809 208 s t 1636 582 390 704 t 245 106 0 1525 A North A p 821 p p p r r 292 1444 133 La Costa Avenue 3 Subtotals 1748 1869 Total 3617 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/15 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 1 2 2 1 1 2 1 6:30 AM 32 69 4 7 111 161 84 24 29 13 95 22 651 6:45 AM 33 72 1 7 177 163 124 56 49 15 122 33 852 7:00 AM 30 90 3 8 225 202 125 51 47 18 128 25 952 7:15 AM 39 122 5 17 279 192 152 48 44 21 121 44 1084 7:30 AM 53 192 2 18 351 181 165 56 55 35 174 43 1325 7:45 AM 51 227 6 34 386 189 170 58 58 29 140 73 1421 8:00 AM 48 177 10 18 324 191 159 56 59 29 132 50 1253 8:15 AM 62 221 8 34 347 171 166 80 76 37 116 65 1383 8:30 AM 58 211 8 16 344 136 182 70 54 28 126 52 1285 8:45 AM 61 247 14 32 341 160 193 93 86 31 130 66 1454 9:00 AM 58 171 7 30 279 143 157 73 88 36 107 46 1195 9:15 AM 47 208 8 47 276 125 154 68 62 28 130 51 1204 Volumes 572 2007 76 268 3440 2014 1831 733 707 320 1521 570 14059 Approach %21.54 75.59 2.86 4.68 60.12 35.20 55.98 22.41 21.61 13.27 63.09 23.64 App/Depart 2655 / 4408 5722 / 4467 3271 / 1077 2411 / 4107 Peak Volumes 214 817 26 104 1408 732 660 250 248 130 562 231 5382 Approach %20.25 77.29 2.46 4.63 62.75 32.62 56.99 21.59 21.42 14.08 60.89 25.03 Pk Hr FACTOR:0.9469 AM Pk Hr at: PM 3:30 PM 83 359 25 42 291 168 160 110 77 32 88 41 1476 3:45 PM 58 319 16 53 298 144 164 119 76 21 88 32 1388 4:00 PM 84 279 25 42 299 191 169 114 69 20 67 58 1417 4:15 PM 66 351 19 67 317 155 202 116 76 29 96 47 1541 4:30 PM 78 349 37 57 267 188 184 107 71 29 109 42 1518 4:45 PM 61 382 37 55 284 172 208 161 57 22 91 44 1574 5:00 PM 85 351 29 75 323 206 204 153 62 35 80 58 1661 5:15 PM 68 362 30 82 340 215 213 161 55 20 110 64 1720 5:30 PM 65 379 16 49 219 198 188 98 54 20 86 57 1429 5:45 PM 55 320 25 81 295 159 221 200 65 20 100 34 1575 6:00 PM 55 308 23 38 269 206 214 129 53 31 99 44 1469 6:15 PM 53 289 27 35 212 147 185 154 51 13 83 45 1294 Volumes 811 4048 309 676 3414 2149 2312 1622 766 292 1097 566 18062 Approach %15.69 78.33 5.98 10.84 54.72 34.44 49.19 34.51 16.30 14.94 56.11 28.95 App/Depart 5168 / 6926 6239 / 4472 4700 / 2607 1955 / 4057 Peak Volumes 292 1444 133 269 1214 781 809 582 245 106 390 208 6473 Approach %15.62 77.26 7.12 11.88 53.62 34.50 49.45 35.57 14.98 15.06 55.40 29.55 Pk Hr FACTOR:0.9408 PM Pk Hr at: El Camino Real 08/03/16 Carlsbad La Costa Ave. WEDNESDAY 16-1256-012 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.91 0.92 0.90 0.92 730 0.97 0.89 0.95 0.91 430 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 13 Intersec on Loca on: El Camino Real & Calle Barcelona Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 5 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 18 746 93 100 1531 488 130 102 10 324 461 76 Adjusted Hourly Volume 18 839 0 100 2019 0 130 112 0 324 461 76 Utilization Factor 0.01 0.14 0.00 0.03 0.34 0.00 0.07 0.03 0.00 0.18 0.23 0.04 Critical Factors 0.01 0.34 0.07 0.23 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Wednesday 3041 Total Name : FDS 2119 922 Subtotals 0 Sub -488 1531 100 Sub - Totals totals totals Totals W E e 1081 a s 1323 0 130 76 s t 242 102 461 861 t 10 324 0 1380 A North A p 519 p p p r r 18 746 93 Calle Barcelona 2 Subtotals 1557 857 Total 2414 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/16 8:30 AM 7:30 AM El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 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 46 1514 317 162 1069 275 294 218 65 143 147 53 Adjusted Hourly Volume 46 1831 0 162 1344 0 294 283 0 143 147 53 Utilization Factor 0.01 0.31 0.00 0.05 0.22 0.00 0.16 0.07 0.00 0.08 0.07 0.03 Critical Factors 0.31 0.05 0.16 0.07 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Wednesday 3231 Total Name : FDS 1506 1725 Subtotals 4 Sub -275 1069 162 Sub - Totals totals totals Totals W E e 717 a s 1294 0 294 53 s t 577 218 147 343 t 65 143 0 1025 A North A p 682 p p p r r 46 1514 317 Calle Barcelona 1 Subtotals 1179 1877 Total 3056 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 1 1.5 0.5 1 2 1 6:30 AM 1 41 2 10 106 30 9 3 2 25 30 4 263 6:45 AM 4 77 9 9 207 47 7 8 1 38 26 7 440 7:00 AM 3 80 17 23 229 50 15 11 5 66 54 7 560 7:15 AM 3 85 9 19 327 80 16 18 4 74 114 17 766 7:30 AM 6 159 22 23 368 92 21 26 1 105 99 27 949 7:45 AM 3 194 42 38 398 109 39 34 1 91 116 13 1078 8:00 AM 5 199 14 23 404 142 30 22 5 69 164 18 1095 8:15 AM 4 194 15 16 361 145 40 20 3 59 82 18 957 8:30 AM 9 194 21 18 405 81 35 14 3 43 50 14 887 8:45 AM 7 177 15 27 388 77 30 12 5 39 67 11 855 9:00 AM 5 173 19 25 303 59 25 37 13 28 35 11 733 9:15 AM 10 152 16 25 299 56 30 12 12 34 42 7 695 Volumes 60 1725 201 256 3795 968 297 217 55 671 879 154 9278 Approach %3.02 86.86 10.12 5.10 75.61 19.29 52.20 38.14 9.67 39.38 51.58 9.04 App/Depart 1986 / 2176 5019 / 4521 569 / 674 1704 / 1907 Peak Volumes 18 746 93 100 1531 488 130 102 10 324 461 76 4079 Approach %2.10 87.05 10.85 4.72 72.25 23.03 53.72 42.15 4.13 37.63 53.54 8.83 Pk Hr FACTOR:0.9313 AM Pk Hr at: PM 3:30 PM 23 307 68 34 278 63 79 72 28 32 50 17 1051 3:45 PM 26 314 62 32 242 53 62 55 19 35 49 6 955 4:00 PM 19 336 52 26 227 52 51 39 25 28 29 16 900 4:15 PM 16 388 50 36 283 60 75 49 16 26 32 9 1040 4:30 PM 22 261 53 30 219 57 83 66 22 31 50 11 905 4:45 PM 12 405 79 31 269 80 60 44 20 41 34 15 1090 5:00 PM 11 345 70 38 247 54 96 66 15 39 36 15 1032 5:15 PM 10 391 88 49 270 71 71 46 14 29 33 13 1085 5:30 PM 13 373 80 44 283 70 67 62 16 34 44 10 1096 5:45 PM 20 337 101 50 288 64 51 48 17 36 52 14 1078 6:00 PM 9 291 65 39 205 62 90 61 22 38 39 6 927 6:15 PM 19 236 51 28 213 67 73 66 12 42 46 12 865 Volumes 200 3984 819 437 3024 753 858 674 226 411 494 144 12024 Approach %4.00 79.63 16.37 10.37 71.76 17.87 48.81 38.34 12.86 39.18 47.09 13.73 App/Depart 5003 / 4986 4214 / 3661 1758 / 1930 1049 / 1447 Peak Volumes 46 1514 317 162 1069 275 294 218 65 143 147 53 4303 Approach %2.45 80.66 16.89 10.76 70.98 18.26 50.95 37.78 11.27 41.69 42.86 15.45 Pk Hr FACTOR:0.9815 PM Pk Hr at: 0.95 0.95 0.81 0.95 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.90 0.93 0.82 0.86 730 El Camino Real 09/14/2016 Carlsbad Calle Barcelona WEDNESDAY 16-1256-013 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 14 Intersec on Loca on: Palomar Airport Rd. & Avenida Encinas Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Palomar Airport Road at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 2 0 1 1 1 0 1 1 1 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 16 67 132 148 67 22 34 327 23 254 377 187 Adjusted Hourly Volume 16 67 132 215 0 22 34 350 0 254 377 187 Utilization Factor 0.01 0.03 0.07 0.06 0.00 0.01 0.02 0.18 0.00 0.14 0.19 0.10 Critical Factors 0.07 0.06 0.18 0.14 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Tuesday 639 Total Name : FDS 237 402 Subtotals 0 Sub -22 67 148 Sub - Totals totals totals Totals W E e 433 a s 817 0 34 187 s t 384 327 377 818 t 23 254 0 1531 A North A p 713 p p p r r 16 67 132 Palomar Airport Road 0 Subtotals 106 215 Total 321 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/16 9:30 AM 8:30 AM Palomar Airport Road at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 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 76 138 374 337 104 61 62 327 36 214 353 304 Adjusted Hourly Volume 76 138 374 441 0 61 62 363 0 214 353 304 Utilization Factor 0.04 0.07 0.21 0.12 0.00 0.03 0.03 0.18 0.00 0.12 0.18 0.17 Critical Factors 0.21 0.12 0.18 0.12 ICU Ratio = 0.73 LOS = C Turning Movements at Intersection of :Palomar Airport Road and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Tuesday 1281 Total Name : FDS 502 779 Subtotals 0 Sub -61 104 337 Sub - Totals totals totals Totals W E e 476 a s 901 0 62 304 s t 425 327 353 871 t 36 214 0 1786 A North A p 915 p p p r r 76 138 374 Palomar Airport Road 0 Subtotals 216 588 Total 804 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 2 0 1 0 3 0 0 2 0 6:30 AM 2 4 17 20 8 6 4 41 8 65 75 30 280 6:45 AM 1 5 18 16 11 6 8 60 11 60 50 33 279 7:00 AM 3 3 19 14 10 2 5 85 10 59 59 39 308 7:15 AM 2 6 16 21 7 5 9 87 7 75 133 41 409 7:30 AM 1 9 13 24 4 1 11 90 4 74 131 50 412 7:45 AM 4 16 11 28 16 4 10 99 8 85 128 45 454 8:00 AM 1 5 20 32 16 2 14 89 16 54 87 41 377 8:15 AM 5 8 21 30 13 5 15 76 13 58 103 54 401 8:30 AM 2 12 25 33 19 3 12 75 9 65 111 50 416 8:45 AM 6 14 24 29 13 6 8 108 6 60 104 42 420 9:00 AM 3 22 41 45 18 5 7 69 3 75 87 41 416 9:15 AM 5 19 42 41 17 8 7 75 5 54 75 54 402 Volumes 35 123 267 333 152 53 110 954 100 784 1143 520 4574 Approach %8.24 28.94 62.82 61.90 28.25 9.85 9.45 81.96 8.59 32.04 46.71 21.25 App/Depart 425 / 753 538 / 1036 1164 / 1554 2447 / 1231 Peak Volumes 16 67 132 148 67 22 34 327 23 254 377 187 1654 Approach %7.44 31.16 61.40 62.45 28.27 9.28 8.85 85.16 5.99 31.05 46.09 22.86 Pk Hr FACTOR:0.9845 AM Pk Hr at: PM 3:30 PM 9 10 75 62 24 8 11 73 4 64 95 52 487 3:45 PM 14 12 64 39 16 11 8 82 11 58 84 52 451 4:00 PM 18 19 84 63 24 16 6 67 7 50 74 55 483 4:15 PM 14 30 64 66 25 16 13 61 7 61 88 51 496 4:30 PM 15 38 124 53 20 14 16 80 8 36 72 63 539 4:45 PM 12 19 78 73 31 19 19 82 15 47 93 74 562 5:00 PM 25 43 112 91 32 13 11 73 10 54 98 66 628 5:15 PM 19 43 89 88 23 11 17 88 8 69 76 80 611 5:30 PM 20 33 95 85 18 18 15 84 3 44 86 84 585 5:45 PM 15 34 90 54 13 15 14 71 12 42 84 75 519 6:00 PM 21 23 79 68 12 24 8 68 6 33 92 71 505 6:15 PM 13 26 66 68 15 8 13 68 7 38 100 77 499 Volumes 195 330 1020 810 253 173 151 897 98 596 1042 800 6365 Approach %12.62 21.36 66.02 65.53 20.47 14.00 13.18 78.27 8.55 24.45 42.74 32.81 App/Depart 1545 / 1281 1236 / 947 1146 / 2727 2438 / 1410 Peak Volumes 76 138 374 337 104 61 62 327 36 214 353 304 2386 Approach %12.93 23.47 63.61 67.13 20.72 12.15 14.59 76.94 8.47 24.57 40.53 34.90 Pk Hr FACTOR:0.9498 PM Pk Hr at: 0.82 0.92 0.92 0.97 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.81 0.87 0.79 0.90 830 Avenida Encinas 07/26/16 Carlsbad Palomar Airport Rd. TUESDAY 16-1256-014 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 15 Intersec on Loca on: Palomar Airport Rd. & Paseo Del Norte Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Palomar Airport Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 1 Free-flow Lane Settings 2 1 1 2 1 1 2 3 0 2 4 1 Capacity 3600 2000 1800 3600 2000 1800 3600 6000 0 3600 8000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 115 35 87 81 35 73 120 2451 115 93 1025 190 Adjusted Hourly Volume 115 0 122 81 0 108 120 2566 0 93 1025 150 Utilization Factor 0.03 0.00 0.07 0.02 0.00 0.06 0.03 0.43 0.00 0.03 0.13 0.08 Critical Factors 0.03 0.06 0.43 0.03 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Tuesday 497 Total Name : FDS 189 308 Subtotals 0 Sub -73 35 81 Sub - Totals totals totals Totals W E e 1216 a s 3902 2 120 190 s t 2686 2451 1025 1308 t 115 93 6 3933 A North A p 2625 p p p r r 115 35 87 Palomar Airport Road 0 Subtotals 271 237 Total 508 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/16 8:45 AM 7:45 AM Palomar Airport Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 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 202 113 183 244 118 262 253 1166 167 226 2024 287 Adjusted Hourly Volume 202 0 296 244 0 380 253 1333 0 226 2024 165 Utilization Factor 0.06 0.00 0.16 0.07 0.00 0.21 0.07 0.22 0.00 0.06 0.25 0.09 Critical Factors 0.06 0.21 0.07 0.25 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Tuesday 1268 Total Name : FDS 624 644 Subtotals 0 Sub -262 118 244 Sub - Totals totals totals Totals W E e 2539 a s 4125 0 253 287 s t 1586 1166 2024 2537 t 167 226 29 4083 A North A p 1546 p p p r r 202 113 183 Palomar Airport Road 0 Subtotals 516 498 Total 1014 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 0 2 4 1 6:30 AM 21 9 16 10 8 14 16 325 19 11 187 25 661 6:45 AM 25 5 13 11 5 10 14 369 22 11 185 30 700 7:00 AM 28 8 18 8 9 11 18 424 20 11 214 29 798 7:15 AM 24 4 22 13 11 13 21 411 24 14 258 42 857 7:30 AM 26 7 20 16 10 16 23 456 28 21 244 41 908 7:45 AM 33 10 24 14 14 18 15 663 24 17 278 54 1164 8:00 AM 30 11 28 21 7 14 41 585 29 23 258 50 1097 8:15 AM 28 9 21 25 5 21 42 548 30 25 244 45 1043 8:30 AM 24 5 14 21 9 20 22 655 32 28 245 41 1116 8:45 AM 21 8 18 10 6 18 14 658 28 22 236 43 1082 9:00 AM 41 11 20 11 8 13 41 606 21 21 214 41 1048 9:15 AM 42 8 24 8 7 16 46 459 14 19 188 19 850 Volumes 343 95 238 168 99 184 313 6159 291 223 2751 460 11324 Approach %50.74 14.05 35.21 37.25 21.95 40.80 4.63 91.07 4.30 6.49 80.11 13.40 App/Depart 676 / 868 451 / 613 6763 / 6565 3434 / 3278 Peak Volumes 115 35 87 81 35 73 120 2451 115 93 1025 190 4420 Approach %48.52 14.77 36.71 42.86 18.52 38.62 4.47 91.25 4.28 7.11 78.36 14.53 Pk Hr FACTOR:0.9493 AM Pk Hr at: PM 3:30 PM 40 19 37 77 35 64 51 285 39 46 416 53 1162 3:45 PM 42 33 42 55 29 59 62 314 45 54 381 65 1181 4:00 PM 45 24 31 58 34 78 47 273 41 52 453 55 1191 4:15 PM 50 28 38 76 14 63 52 276 35 59 447 54 1192 4:30 PM 58 32 35 72 32 64 57 324 48 28 360 32 1142 4:45 PM 58 24 49 56 24 75 62 300 41 37 464 62 1252 5:00 PM 54 35 40 67 29 60 69 264 38 61 498 61 1276 5:15 PM 34 22 48 55 32 72 60 307 46 64 529 90 1359 5:30 PM 56 32 46 66 33 55 62 295 42 64 533 74 1358 5:45 PM 41 33 52 45 20 63 61 324 36 64 439 63 1241 6:00 PM 51 35 61 64 28 57 59 290 39 47 447 51 1229 6:15 PM 53 25 34 57 34 55 51 272 22 45 417 52 1117 Volumes 582 342 513 748 344 765 693 3524 472 621 5384 712 14700 Approach %40.50 23.80 35.70 40.28 18.52 41.20 14.78 75.15 10.07 9.25 80.15 10.60 App/Depart 1437 / 1747 1857 / 1437 4689 / 4785 6717 / 6731 Peak Volumes 202 113 183 244 118 262 253 1166 167 226 2024 287 5245 Approach %40.56 22.69 36.75 39.10 18.91 41.99 15.95 73.52 10.53 8.91 79.78 11.31 Pk Hr FACTOR:0.9649 PM Pk Hr at: Paseo Del Norte 07/26/2016 Carlsbad Palomar Airport Rd. TUESDAY 16-1256-015 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.86 0.93 0.95 0.94 745 0.93 0.98 0.96 0.93 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 16 Intersec on Loca on: Palomar Airport Rd. & Armada Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Palomar Airport Road at Armada Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 2 0 2 2 1 1 2 3 1 1 3 1 Capacity 3600 0 3600 3600 2000 1800 3600 6000 1800 1800 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 104 26 161 103 27 66 149 2239 173 102 1024 175 Adjusted Hourly Volume 104 0 187 103 27 66 149 2239 121 102 1024 124 Utilization Factor 0.03 0.00 0.05 0.03 0.01 0.04 0.04 0.37 0.07 0.06 0.17 0.07 Critical Factors 0.05 0.03 0.37 0.06 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Armada Drive Time : to North Approach Armada Drive Date : Day : Wednesday 505 Total Name : FDS 196 309 Subtotals 1 Sub -66 27 103 Sub - Totals totals totals Totals W E e 1233 a s 3794 6 149 175 s t 2561 2239 1024 1301 t 173 102 0 3804 A North A p 2503 p p p r r 104 26 161 Palomar Airport Road 0 Subtotals 304 291 Total 595 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/16 8:45 AM 7:45 AM Palomar Airport Road at Armada Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 2 0 2 2 1 1 2 3 1 1 3 1 Capacity 3600 0 3600 3600 2000 1800 3600 6000 1800 1800 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 339 57 245 207 58 204 174 1277 152 294 2091 134 Adjusted Hourly Volume 339 0 302 207 58 204 174 1277 0 294 2091 31 Utilization Factor 0.09 0.00 0.08 0.06 0.03 0.11 0.05 0.21 0.00 0.16 0.35 0.02 Critical Factors 0.09 0.11 0.05 0.35 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Armada Drive Time : to North Approach Armada Drive Date : Day : Wednesday 903 Total Name : FDS 469 434 Subtotals 5 Sub -204 58 207 Sub - Totals totals totals Totals W E e 2428 a s 4031 41 174 134 s t 1603 1277 2091 2519 t 152 294 6 4334 A North A p 1815 p p p r r 339 57 245 Palomar Airport Road 0 Subtotals 555 641 Total 1196 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 0.5 1.5 1 2 1 2 3 1 1 3 1 6:30 AM 28 8 12 7 5 4 14 277 22 12 177 28 594 6:45 AM 18 5 18 6 9 10 17 390 36 10 251 33 803 7:00 AM 21 6 39 16 6 8 17 368 37 19 226 25 788 7:15 AM 18 3 41 15 6 6 25 402 48 19 224 38 845 7:30 AM 35 5 44 21 8 10 27 523 49 29 250 52 1053 7:45 AM 33 8 39 38 9 19 44 582 45 30 246 62 1155 8:00 AM 28 5 42 28 9 14 29 562 36 25 250 43 1071 8:15 AM 21 6 40 20 3 20 33 542 44 30 224 31 1014 8:30 AM 22 7 40 17 6 13 43 553 48 17 304 39 1109 8:45 AM 33 10 36 31 9 17 54 538 43 24 279 55 1129 9:00 AM 43 6 39 11 6 16 42 460 38 43 258 39 1001 9:15 AM 43 7 30 14 9 21 44 423 53 24 305 39 1012 Volumes 343 76 420 224 85 158 389 5620 499 282 2994 484 11574 Approach %40.88 9.06 50.06 47.97 18.20 33.83 5.98 86.36 7.67 7.50 79.63 12.87 App/Depart 839 / 949 467 / 866 6508 / 6264 3760 / 3495 Peak Volumes 104 26 161 103 27 66 149 2239 173 102 1024 175 4349 Approach %35.74 8.93 55.33 52.55 13.78 33.67 5.82 87.43 6.76 7.84 78.71 13.45 Pk Hr FACTOR:0.9413 AM Pk Hr at: PM 3:30 PM 101 14 65 71 25 54 20 280 36 61 407 25 1159 3:45 PM 92 14 73 55 18 39 32 248 37 60 430 29 1127 4:00 PM 79 8 82 50 19 39 22 289 40 73 469 35 1205 4:15 PM 74 15 71 46 20 35 33 277 36 64 468 27 1166 4:30 PM 77 15 69 42 8 34 20 351 40 53 494 26 1229 4:45 PM 93 10 58 37 9 40 30 379 39 78 443 32 1248 5:00 PM 81 14 76 70 18 55 62 283 34 68 569 23 1353 5:15 PM 86 18 66 54 16 54 40 302 40 68 556 47 1347 5:30 PM 79 15 45 46 15 55 42 313 39 80 523 32 1284 5:45 PM 85 12 77 37 13 56 37 252 34 68 432 23 1126 6:00 PM 84 21 60 32 19 44 30 264 46 61 453 22 1136 6:15 PM 80 13 59 32 7 54 29 260 36 56 388 16 1030 Volumes 1011 169 801 572 187 559 397 3498 457 790 5632 337 14410 Approach %51.03 8.53 40.43 43.40 14.19 42.41 9.12 80.38 10.50 11.69 83.33 4.99 App/Depart 1981 / 903 1318 / 1434 4352 / 4871 6759 / 7202 Peak Volumes 339 57 245 207 58 204 174 1277 152 294 2091 134 5232 Approach %52.89 8.89 38.22 44.14 12.37 43.50 10.85 79.66 9.48 11.67 83.01 5.32 Pk Hr FACTOR:0.9667 PM Pk Hr at: 0.94 0.82 0.89 0.94 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.91 0.74 0.95 0.90 745 Armada Dr. /Costco Ent 07/27/2016 Carlsbad Palomar Airport Rd. WEDNESDAY 16-1256-016 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 17 Intersec on Loca on: Palomar Airport Rd. & College Blvd./Aviara Pkwy. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Palomar Airport Road at College Boulevard/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 2 2 1 1 1 1 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 2000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 167 410 238 42 176 170 664 1571 140 141 964 43 Adjusted Hourly Volume 167 410 238 42 176 0 664 1571 140 141 964 43 Utilization Factor 0.05 0.10 0.13 0.02 0.09 0.00 0.18 0.26 0.08 0.04 0.16 0.02 Critical Factors 0.13 0.02 0.18 0.16 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :Palomar Airport Road and College Boulevard/ Aviara Parkway Time : to North Approach College Boulevard/ Aviara Parkway Date : Day : Wednesday 882 Total Name : FDS 388 494 Subtotals 1 Sub -170 176 42 Sub - Totals totals totals Totals W E e 1799 a s 4174 0 664 43 s t 2375 1571 964 1148 t 140 141 1 3098 A North A p 1950 p p p r r 167 410 238 Palomar Airport Road 1 Subtotals 483 815 Total 1298 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/16 8:45 AM 7:45 AM Palomar Airport Road at College Boulevard/ Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 2 2 1 1 1 1 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 2000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 176 225 152 31 397 541 162 1223 265 253 1577 86 Adjusted Hourly Volume 176 225 152 31 397 460 162 1223 265 253 1577 86 Utilization Factor 0.05 0.06 0.08 0.02 0.20 0.26 0.05 0.20 0.15 0.07 0.26 0.05 Critical Factors 0.05 0.26 0.05 0.26 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :Palomar Airport Road and College Boulevard/ Aviara Parkway Time : to North Approach College Boulevard/ Aviara Parkway Date : Day : Wednesday 1310 Total Name : FDS 969 341 Subtotals 1 Sub -541 397 31 Sub - Totals totals totals Totals W E e 2280 a s 3930 0 162 86 s t 1650 1223 1577 1916 t 265 253 2 3543 A North A p 1627 p p p r r 176 225 152 Palomar Airport Road 0 Subtotals 840 553 Total 1393 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 1 1 1 1 2 3 1 2 3 1 6:30 AM 26 20 30 10 21 25 61 202 17 18 194 3 627 6:45 AM 37 24 17 8 16 39 117 287 21 21 218 9 814 7:00 AM 29 28 33 4 25 28 107 263 24 18 206 7 772 7:15 AM 35 56 48 16 45 35 121 302 28 27 201 10 924 7:30 AM 47 67 60 12 40 31 158 386 28 26 236 11 1102 7:45 AM 42 105 59 9 42 38 175 435 26 39 276 12 1258 8:00 AM 38 104 69 12 41 39 164 401 28 33 234 6 1169 8:15 AM 32 100 56 14 45 46 137 399 45 35 234 12 1155 8:30 AM 55 101 54 7 48 47 188 336 41 34 220 13 1144 8:45 AM 51 83 58 9 34 48 168 351 42 45 303 6 1198 9:00 AM 47 59 46 8 22 48 179 329 31 28 199 7 1003 9:15 AM 46 46 37 7 19 46 81 305 34 34 286 8 949 Volumes 485 793 567 116 398 470 1656 3996 365 358 2807 104 12115 Approach %26.29 42.98 30.73 11.79 40.45 47.76 27.52 66.41 6.07 10.95 85.87 3.18 App/Depart 1845 / 2553 984 / 1121 6017 / 4679 3269 / 3762 Peak Volumes 167 410 238 42 176 170 664 1571 140 141 964 43 4726 Approach %20.49 50.31 29.20 10.82 45.36 43.81 27.96 66.15 5.89 12.28 83.97 3.75 Pk Hr FACTOR:0.9392 AM Pk Hr at: PM 3:30 PM 35 33 37 7 55 105 31 318 66 35 332 14 1068 3:45 PM 45 31 35 8 50 90 31 296 53 52 302 28 1021 4:00 PM 50 31 34 7 64 142 37 317 50 45 373 22 1172 4:15 PM 27 37 33 6 74 90 35 279 68 36 331 18 1034 4:30 PM 51 43 45 6 69 110 33 248 75 57 381 31 1149 4:45 PM 33 46 45 6 73 95 33 297 54 51 345 19 1097 5:00 PM 45 69 36 9 132 179 48 290 66 71 435 34 1414 5:15 PM 54 69 36 11 105 137 38 320 71 67 447 19 1374 5:30 PM 44 41 35 5 87 130 43 316 74 64 350 14 1203 5:45 PM 53 41 33 6 61 111 41 258 54 44 326 11 1039 6:00 PM 48 32 31 2 53 111 27 298 57 31 331 8 1029 6:15 PM 39 25 29 3 56 90 21 288 47 37 280 6 921 Volumes 524 498 429 76 879 1390 418 3525 735 590 4233 224 13521 Approach %36.11 34.32 29.57 3.24 37.48 59.28 8.94 75.35 15.71 11.69 83.87 4.44 App/Depart 1451 / 1140 2345 / 2204 4678 / 4030 5047 / 6147 Peak Volumes 176 225 152 31 397 541 162 1223 265 253 1577 86 5088 Approach %31.83 40.69 27.49 3.20 40.97 55.83 9.82 74.12 16.06 13.20 82.31 4.49 Pk Hr FACTOR:0.8996 PM Pk Hr at: 0.87 0.76 0.95 0.89 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.97 0.92 0.93 0.88 745 College Blvd./ Aviara Pkwy. 07/27/2016 Carlsbad Palomar Airport Rd. WEDNESDAY 16-1256-017 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 18 Intersec on Loca on: Palomar Airport Rd. & Yarrow Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Palomar Airport Road at Yarrow Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 0 0 1 3 0 1 3 0 Capacity 1800 2000 1800 1800 0 0 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 42 8 53 24 2 12 56 1076 134 243 1293 81 Adjusted Hourly Volume 42 8 53 38 0 0 56 1210 0 243 1374 0 Utilization Factor 0.02 0.00 0.03 0.02 0.00 0.00 0.03 0.20 0.00 0.14 0.23 0.00 Critical Factors 0.03 0.02 0.20 0.14 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day : Wednesday 153 Total Name : FDS 38 115 Subtotals 0 Sub -12 2 24 Sub - Totals totals totals Totals W E e 1359 a s 2625 2 56 81 s t 1266 1076 1293 1617 t 134 243 6 2983 A North A p 1366 p p p r r 42 8 53 Palomar Airport Road 0 Subtotals 184 103 Total 287 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/16 9:15 AM 8:15 AM Palomar Airport Road at Yarrow Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 0 0 1 3 0 1 3 0 Capacity 1800 2000 1800 1800 0 0 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 121 5 280 60 17 45 23 1724 60 63 1172 50 Adjusted Hourly Volume 121 5 280 122 0 0 23 1784 0 63 1222 0 Utilization Factor 0.07 0.00 0.16 0.07 0.00 0.00 0.01 0.30 0.00 0.04 0.20 0.00 Critical Factors 0.16 0.07 0.30 0.04 ICU Ratio = 0.67 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Yarrow Drive Time : to North Approach Yarrow Drive Date : Day : Wednesday 238 Total Name : FDS 122 116 Subtotals 0 Sub -45 17 60 Sub - Totals totals totals Totals W E e 1239 a s 3046 1 23 50 s t 1807 1724 1172 1285 t 60 63 7 3345 A North A p 2060 p p p r r 121 5 280 Palomar Airport Road 0 Subtotals 205 406 Total 611 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/16 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 0 1 0 1 3 0 1 3 0 6:30 AM 5 2 3 4 0 1 4 140 19 37 296 10 521 6:45 AM 7 0 11 1 0 0 7 160 21 64 316 8 595 7:00 AM 4 2 5 3 0 4 8 169 25 72 296 13 601 7:15 AM 4 1 12 3 2 3 5 194 33 54 360 14 685 7:30 AM 8 1 21 4 0 1 5 224 27 61 354 13 719 7:45 AM 25 0 15 2 1 2 6 247 31 84 424 20 857 8:00 AM 2 1 13 1 0 5 6 100 15 25 154 2 324 8:15 AM 6 0 13 3 1 3 15 280 28 65 324 18 756 8:30 AM 13 0 13 5 1 3 14 277 42 59 323 16 766 8:45 AM 8 5 13 11 0 2 12 266 31 69 399 30 846 9:00 AM 15 3 14 5 0 4 15 253 33 50 247 17 656 9:15 AM 15 4 21 9 4 5 4 209 24 42 325 22 684 Volumes 112 19 154 51 9 33 101 2519 329 682 3818 183 8010 Approach %39.30 6.67 54.04 54.84 9.68 35.48 3.42 85.42 11.16 14.56 81.53 3.91 App/Depart 285 / 303 93 / 1020 2949 / 2724 4683 / 3963 Peak Volumes 42 8 53 24 2 12 56 1076 134 243 1293 81 3024 Approach %40.78 7.77 51.46 63.16 5.26 31.58 4.42 84.99 10.58 15.03 79.96 5.01 Pk Hr FACTOR:0.8936 AM Pk Hr at: PM 3:30 PM 27 0 78 16 4 12 3 403 12 11 251 16 833 3:45 PM 18 1 42 15 3 5 8 334 10 22 259 16 733 4:00 PM 28 3 54 14 3 12 10 409 13 17 287 7 857 4:15 PM 22 3 54 12 3 3 6 374 11 15 256 10 769 4:30 PM 41 1 84 18 2 12 2 462 18 15 296 18 969 4:45 PM 19 1 54 12 5 7 6 374 17 20 264 15 794 5:00 PM 36 0 98 15 4 13 5 482 8 12 314 8 995 5:15 PM 25 3 44 15 6 13 10 406 17 16 298 9 862 5:30 PM 18 0 59 19 2 15 6 394 12 19 281 7 832 5:45 PM 23 1 36 13 3 7 5 347 8 14 266 10 733 6:00 PM 16 2 36 10 3 7 4 354 8 21 253 9 723 6:15 PM 18 0 38 13 1 9 2 332 8 13 221 14 669 Volumes 291 15 677 172 39 115 67 4671 142 195 3246 139 9769 Approach %29.60 1.53 68.87 52.76 11.96 35.28 1.37 95.72 2.91 5.45 90.67 3.88 App/Depart 983 / 221 326 / 376 4880 / 5520 3580 / 3652 Peak Volumes 121 5 280 60 17 45 23 1724 60 63 1172 50 3620 Approach %29.80 1.23 68.97 49.18 13.93 36.89 1.27 95.41 3.32 4.90 91.21 3.89 Pk Hr FACTOR:0.9095 PM Pk Hr at: Yarrow Dr. 07/27/2016 Carlsbad Palomar Airport Rd. WEDNESDAY 16-1256-018 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.80 0.73 0.95 0.81 815 0.76 0.90 0.91 0.96 430 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 19 Intersec on Loca on: Palomar Airport Rd. & Loker Ave. (W) Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Palomar Airport Road at W. Loker Avenue/ Innovation Way Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 1 1 3 0 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 92 60 34 20 24 107 253 1217 184 142 2455 137 Adjusted Hourly Volume 92 60 34 20 24 107 253 1217 138 142 2592 0 Utilization Factor 0.05 0.03 0.02 0.01 0.01 0.06 0.14 0.20 0.08 0.08 0.43 0.00 Critical Factors 0.05 0.06 0.14 0.43 ICU Ratio = 0.78 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 : Thursday 368 Total Name : FDS 151 217 Subtotals 0 Sub -107 24 20 Sub - Totals totals totals Totals W E e 2815 a s 4469 0 253 137 s t 1654 1217 2455 2734 t 184 142 1 4126 A North A p 1392 p p p r r 92 60 34 Palomar Airport Road 0 Subtotals 301 186 Total 487 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/16 8:45 AM 7:45 AM Palomar Airport Road at W. Loker Avenue/ Innovation Way Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 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 94 31 117 96 48 311 106 2422 215 44 1522 51 Adjusted Hourly Volume 94 31 117 96 48 311 106 2422 168 44 1573 0 Utilization Factor 0.05 0.02 0.07 0.05 0.02 0.17 0.06 0.40 0.09 0.02 0.26 0.00 Critical Factors 0.05 0.17 0.40 0.02 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 : Thursday 635 Total Name : FDS 455 180 Subtotals 0 Sub -311 48 96 Sub - Totals totals totals Totals W E e 1937 a s 4680 2 106 51 s t 2743 2422 1522 1617 t 215 44 4 4196 A North A p 2579 p p p r r 94 31 117 Palomar Airport Road 0 Subtotals 361 242 Total 603 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 1 1 1 1 1 1 3 1 1 3 0 6:30 AM 4 6 4 1 2 15 38 130 17 8 387 15 627 6:45 AM 14 12 8 2 3 16 43 213 21 11 509 22 874 7:00 AM 15 7 5 6 5 35 46 202 20 16 500 12 869 7:15 AM 12 11 6 4 6 19 48 229 29 14 561 17 956 7:30 AM 11 21 6 6 2 30 44 286 35 17 633 27 1118 7:45 AM 12 13 10 4 9 30 63 328 57 42 670 38 1276 8:00 AM 24 21 7 9 5 28 53 276 37 32 637 37 1166 8:15 AM 21 12 12 4 2 28 83 306 53 38 574 29 1162 8:30 AM 35 14 5 3 8 21 54 307 37 30 574 33 1121 8:45 AM 29 19 7 9 8 36 59 329 46 18 567 33 1160 9:00 AM 14 11 13 12 4 37 65 252 43 35 531 28 1045 9:15 AM 12 17 10 3 5 21 41 256 23 19 472 23 902 Volumes 203 164 93 63 59 316 637 3114 418 280 6615 314 12276 Approach %44.13 35.65 20.22 14.38 13.47 72.15 15.28 74.69 10.03 3.88 91.76 4.36 App/Depart 460 / 1115 438 / 757 4169 / 3270 7209 / 7134 Peak Volumes 92 60 34 20 24 107 253 1217 184 142 2455 137 4725 Approach %49.46 32.26 18.28 13.25 15.89 70.86 15.30 73.58 11.12 5.19 89.80 5.01 Pk Hr FACTOR:0.9257 AM Pk Hr at: PM 3:30 PM 15 13 16 16 7 47 37 575 36 19 356 18 1155 3:45 PM 10 5 11 17 7 61 32 560 39 8 351 23 1124 4:00 PM 18 2 29 30 17 85 31 601 38 16 348 19 1234 4:15 PM 27 6 27 18 5 59 24 580 37 12 373 11 1179 4:30 PM 23 4 34 16 13 82 30 626 21 9 368 10 1236 4:45 PM 25 15 20 24 9 71 23 589 49 10 370 19 1224 5:00 PM 36 8 36 37 14 93 29 592 45 11 401 12 1314 5:15 PM 21 4 26 20 15 71 26 619 60 8 378 8 1256 5:30 PM 12 4 35 15 10 76 28 622 61 15 373 12 1263 5:45 PM 14 5 17 17 8 62 24 568 41 7 320 10 1093 6:00 PM 14 4 25 21 6 45 16 499 25 11 339 8 1013 6:15 PM 17 5 16 14 2 35 14 474 31 9 246 11 874 Volumes 232 75 292 245 113 787 314 6905 483 135 4223 161 13965 Approach %38.73 12.52 48.75 21.40 9.87 68.73 4.08 89.65 6.27 2.99 93.45 3.56 App/Depart 599 / 550 1145 / 731 7702 / 7442 4519 / 5242 Peak Volumes 94 31 117 96 48 311 106 2422 215 44 1522 51 5057 Approach %38.84 12.81 48.35 21.10 10.55 68.35 3.86 88.30 7.84 2.72 94.12 3.15 Pk Hr FACTOR:0.9621 PM Pk Hr at: Loker Ave. West/07/28/2016 Carlsbad Palomar Airport Rd. THURSDAY 16-1256-019 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.86 0.88 0.92 0.91 745 0.76 0.79 0.96 0.95 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 20 Intersec on Loca on: Palomar Airport Rd. & El Fuerte St. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Palomar Airport Road at El Fuerte Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 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 128 99 105 53 46 28 103 1022 92 323 2768 169 Adjusted Hourly Volume 128 99 105 53 74 0 103 1022 92 323 2937 0 Utilization Factor 0.04 0.05 0.06 0.01 0.02 0.00 0.03 0.17 0.05 0.09 0.49 0.00 Critical Factors 0.06 0.01 0.03 0.49 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day : Thursday 449 Total Name : FDS 127 322 Subtotals 0 Sub -28 46 53 Sub - Totals totals totals Totals W E e 2898 a s 4115 1 103 169 s t 1217 1022 2768 3260 t 92 323 36 4674 A North A p 1414 p p p r r 128 99 105 Palomar Airport Road 0 Subtotals 302 332 Total 634 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/16 8:30 AM 7:30 AM Palomar Airport Road at El Fuerte Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 1 1 2 2 0 2 3 1 2 3 0 Capacity 3600 2000 1800 3600 4000 0 3600 6000 1800 3600 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 167 69 352 262 101 51 36 2232 207 354 1385 30 Adjusted Hourly Volume 167 69 352 262 152 0 36 2232 207 354 1415 0 Utilization Factor 0.05 0.03 0.20 0.07 0.04 0.00 0.01 0.37 0.12 0.10 0.24 0.00 Critical Factors 0.20 0.07 0.37 0.10 ICU Ratio = 0.84 LOS = D Turning Movements at Intersection of :Palomar Airport Road and El Fuerte Street Time : to North Approach El Fuerte Street Date : Day : Thursday 778 Total Name : FDS 414 364 Subtotals 0 Sub -51 101 262 Sub - Totals totals totals Totals W E e 1469 a s 3944 3 36 30 s t 2475 2232 1385 1769 t 207 354 61 4646 A North A p 2877 p p p r r 167 69 352 Palomar Airport Road 0 Subtotals 536 588 Total 1124 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/16 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 2 3 1 2 3 0 6:30 AM 16 5 9 5 3 3 10 135 5 27 457 34 709 6:45 AM 16 16 13 8 13 1 21 191 7 38 556 48 928 7:00 AM 23 8 25 12 20 9 16 188 10 52 521 34 918 7:15 AM 27 10 18 9 14 3 18 194 18 45 595 40 991 7:30 AM 24 21 20 14 5 5 20 235 15 78 705 37 1179 7:45 AM 44 31 23 11 16 7 31 292 20 79 731 53 1338 8:00 AM 21 15 25 12 14 9 25 220 28 78 708 40 1195 8:15 AM 39 32 37 16 11 7 27 275 29 88 624 39 1224 8:30 AM 32 35 27 6 9 5 17 262 29 90 630 23 1165 8:45 AM 38 29 39 8 17 6 20 279 43 88 617 23 1207 9:00 AM 37 16 42 10 16 5 23 229 24 74 533 24 1033 9:15 AM 26 19 33 7 9 9 18 215 26 70 479 21 932 Volumes 343 237 311 118 147 69 246 2715 254 807 7156 416 12819 Approach %38.50 26.60 34.90 35.33 44.01 20.66 7.65 84.45 7.90 9.63 85.40 4.96 App/Depart 891 / 899 334 / 1208 3215 / 3144 8379 / 7568 Peak Volumes 128 99 105 53 46 28 103 1022 92 323 2768 169 4936 Approach %38.55 29.82 31.63 41.73 36.22 22.05 8.46 83.98 7.56 9.91 84.91 5.18 Pk Hr FACTOR:0.9223 AM Pk Hr at: PM 3:30 PM 33 11 75 72 18 8 4 521 31 50 329 11 1163 3:45 PM 42 11 59 34 23 7 8 497 55 73 334 7 1150 4:00 PM 36 12 70 74 27 16 6 531 50 84 355 10 1271 4:15 PM 38 12 82 52 24 20 14 532 52 74 311 5 1216 4:30 PM 47 13 92 42 23 7 5 546 47 82 370 9 1283 4:45 PM 35 10 68 60 31 13 11 536 37 92 329 8 1230 5:00 PM 41 19 99 97 35 15 9 496 40 108 383 9 1351 5:15 PM 46 17 93 51 22 17 6 566 48 96 343 7 1312 5:30 PM 41 18 76 69 24 12 10 609 45 78 343 11 1336 5:45 PM 39 15 84 45 20 7 11 561 74 72 316 3 1247 6:00 PM 62 7 76 39 23 2 2 475 40 73 287 5 1091 6:15 PM 35 9 75 25 13 3 5 433 46 71 254 3 972 Volumes 495 154 949 660 283 127 91 6303 565 953 3954 88 14622 Approach %30.98 9.64 59.39 61.68 26.45 11.87 1.31 90.57 8.12 19.08 79.16 1.76 App/Depart 1598 / 333 1070 / 1801 6959 / 7912 4995 / 4576 Peak Volumes 167 69 352 262 101 51 36 2232 207 354 1385 30 5246 Approach %28.40 11.73 59.86 63.29 24.40 12.32 1.45 90.18 8.36 20.01 78.29 1.70 Pk Hr FACTOR:0.9708 PM Pk Hr at: El Fuerte St. 07/28/2016 Carlsbad Palomar Airport Rd. THURSDAY 16-1256-020 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.77 0.91 0.89 0.94 730 0.92 0.70 0.93 0.88 500 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 21 Intersec on Loca on: Palomar Airport Rd. & Melrose Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Palomar Airport Road at Melrose Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right 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 2 2 2 3 1 2 3 1 Capacity 3600 8000 1800 3600 4000 3600 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 514 589 193 74 685 1229 428 823 126 100 1607 54 Adjusted Hourly Volume 514 0 143 74 685 955 428 823 126 100 1607 54 Utilization Factor 0.14 0.00 0.08 0.02 0.17 0.27 0.12 0.14 0.07 0.03 0.27 0.03 Critical Factors 0.14 0.27 0.12 0.27 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 : Thursday 2705 Total Name : FDS 1988 717 Subtotals 0 Sub -1229 685 74 Sub - Totals totals totals Totals W E e 3264 a s 4641 0 428 54 s t 1377 823 1607 1761 t 126 100 0 2877 A North A p 1116 p p p r r 514 589 193 Palomar Airport Road 0 Subtotals 1325 1296 Total 2621 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/22/16 8:30 AM 7:30 AM Palomar Airport Road at Melrose Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 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 5 1 1 1 1 6 1 1 1 1 Outside 7 1 Free-flow Lane Settings 2 4 1 2 2 2 2 3 1 2 3 1 Capacity 3600 8000 1800 3600 4000 3600 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 121 662 244 175 574 640 1010 1851 379 191 895 71 Adjusted Hourly Volume 121 662 0 175 574 75 1010 1851 379 191 895 71 Utilization Factor 0.03 0.08 0.00 0.05 0.14 0.02 0.28 0.31 0.21 0.05 0.15 0.04 Critical Factors 0.03 0.14 0.28 0.15 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Palomar Airport Road and Melrose Drive Time : to North Approach Melrose Drive Date : Day : Thursday 2297 Total Name : FDS 1389 908 Subtotals 0 Sub -640 574 175 Sub - Totals totals totals Totals W E e 2545 a s 5785 0 1010 71 s t 3240 1851 895 1157 t 379 191 0 3443 A North A p 2286 p p p r r 121 662 244 Palomar Airport Road 0 Subtotals 1074 1027 Total 2101 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/22/16 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 4 1 2 3 2 2 3 1 2 3 1 6:30 AM 71 59 22 6 142 217 59 103 22 10 284 9 1004 6:45 AM 86 72 25 10 147 236 75 104 28 22 344 13 1162 7:00 AM 88 78 39 19 135 249 78 146 20 22 356 8 1238 7:15 AM 100 102 57 14 168 271 89 191 27 16 372 10 1417 7:30 AM 123 146 42 20 183 330 89 180 31 28 410 7 1589 7:45 AM 135 150 50 14 166 308 131 227 37 27 394 16 1655 8:00 AM 116 152 52 19 180 317 99 202 34 24 409 6 1610 8:15 AM 140 141 49 21 156 274 109 214 24 21 394 25 1568 8:30 AM 122 130 48 24 152 285 101 173 26 23 339 9 1432 8:45 AM 131 105 40 20 129 240 75 153 19 20 346 10 1288 9:00 AM 79 83 28 10 98 173 96 163 24 18 246 10 1028 9:15 AM 82 71 23 11 93 180 90 198 28 9 233 15 1033 Volumes 1273 1289 475 188 1749 3080 1091 2054 320 240 4127 138 16024 Approach %41.92 42.44 15.64 3.75 34.86 61.39 31.49 59.28 9.24 5.33 91.61 3.06 App/Depart 3037 / 2518 5017 / 2309 3465 / 2717 4505 / 8480 Peak Volumes 514 589 193 74 685 1229 428 823 126 100 1607 54 6422 Approach %39.66 45.45 14.89 3.72 34.46 61.82 31.08 59.77 9.15 5.68 91.25 3.07 Pk Hr FACTOR:0.9701 AM Pk Hr at: PM 3:30 PM 65 160 42 26 108 154 198 456 70 38 231 15 1563 3:45 PM 27 129 47 31 117 141 182 379 68 33 235 19 1408 4:00 PM 35 148 51 24 107 141 232 474 89 37 213 27 1578 4:15 PM 21 124 60 43 137 137 202 397 95 49 193 14 1472 4:30 PM 27 173 60 41 126 160 248 463 79 39 222 24 1662 4:45 PM 29 166 49 37 132 167 271 476 118 44 240 16 1745 5:00 PM 31 158 66 53 162 187 259 476 90 62 254 11 1809 5:15 PM 34 165 69 44 154 126 232 436 92 46 179 20 1597 5:30 PM 26 158 57 21 109 120 251 460 128 57 215 10 1612 5:45 PM 26 129 45 28 118 125 185 304 100 48 193 11 1312 6:00 PM 33 123 59 19 80 106 205 377 85 50 174 9 1320 6:15 PM 20 118 56 23 71 88 201 321 76 36 149 12 1171 Volumes 374 1751 661 390 1421 1652 2666 5019 1090 539 2498 188 18249 Approach %13.42 62.85 23.73 11.26 41.03 47.70 30.38 57.20 12.42 16.71 77.46 5.83 App/Depart 2786 / 4605 3463 / 3050 8775 / 6070 3225 / 4524 Peak Volumes 121 662 244 175 574 640 1010 1851 379 191 895 71 6813 Approach %11.78 64.46 23.76 12.60 41.32 46.08 31.17 57.13 11.70 16.51 77.36 6.14 Pk Hr FACTOR:0.9415 PM Pk Hr at: 0.96 0.86 0.94 0.88 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.97 0.93 0.87 0.99 730 Melrose Dr. 09/22/16 Carlsbad Palomar Airport Rd. THURSDAY 16-1256-021 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 22 Intersec on Loca on: Carlsbad Blvd. & Carlsbad Village Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 2 0 1 1 0 2 0 1 Capacity 1800 4000 1800 1800 4000 0 1800 2000 0 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 26 219 124 85 287 12 14 65 19 120 76 106 Adjusted Hourly Volume 26 219 124 85 299 0 14 84 0 196 0 106 Utilization Factor 0.01 0.05 0.07 0.05 0.07 0.00 0.01 0.04 0.00 0.05 0.00 0.06 Critical Factors 0.07 0.05 0.04 0.06 ICU Ratio = 0.32 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 788 Total Name : FDS 384 404 Subtotals 6 Sub -12 287 85 Sub - Totals totals totals Totals W E e 110 a s 208 0 14 106 s t 98 65 76 302 t 19 120 0 617 A North A p 315 p p p r r 26 219 124 Carlsbad Village Drive 8 Subtotals 324 369 Total 693 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 9:30 AM 8:30 AM Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 3:30 PM to 4:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 1 1 2 0 1 1 0 2 0 1 Capacity 1800 4000 1800 1800 4000 0 1800 2000 0 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 36 476 236 150 525 31 29 85 44 254 113 113 Adjusted Hourly Volume 36 476 236 150 556 0 29 129 0 367 0 113 Utilization Factor 0.02 0.12 0.13 0.08 0.14 0.00 0.02 0.06 0.00 0.10 0.00 0.06 Critical Factors 0.13 0.08 0.06 0.10 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 1438 Total Name : FDS 706 732 Subtotals 7 Sub -31 525 150 Sub - Totals totals totals Totals W E e 180 a s 338 0 29 113 s t 158 85 113 480 t 44 254 0 1062 A North A p 582 p p p r r 36 476 236 Carlsbad Village Drive 7 Subtotals 598 748 Total 1346 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 4:30 PM 3:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 1 2 0 1 1 0 1.5 0.5 1 6:30 AM 2 14 8 4 95 1 0 4 0 29 3 8 168 6:45 AM 3 34 13 6 90 4 3 12 0 26 8 16 215 7:00 AM 2 21 15 6 80 1 1 8 5 24 13 20 196 7:15 AM 1 39 11 11 151 1 0 8 1 53 11 14 301 7:30 AM 2 43 14 20 114 2 3 8 1 32 12 18 269 7:45 AM 5 36 23 14 96 0 6 12 2 39 7 13 253 8:00 AM 2 35 30 14 78 6 2 8 3 39 15 21 253 8:15 AM 3 49 29 23 87 4 2 11 2 26 13 18 267 8:30 AM 4 47 30 9 61 2 2 12 3 35 22 16 243 8:45 AM 10 50 24 18 75 5 3 15 2 28 21 30 281 9:00 AM 5 65 28 30 69 3 5 13 5 30 22 29 304 9:15 AM 7 57 42 28 82 2 4 25 9 27 11 31 325 Volumes 46 490 267 183 1078 31 31 136 33 388 158 234 3075 Approach %5.73 61.02 33.25 14.16 83.44 2.40 15.50 68.00 16.50 49.74 20.26 30.00 App/Depart 803 / 755 1292 / 1499 200 / 586 780 / 235 Peak Volumes 26 219 124 85 287 12 14 65 19 120 76 106 1153 Approach %7.05 59.35 33.60 22.14 74.74 3.13 14.29 66.33 19.39 39.74 25.17 35.10 Pk Hr FACTOR:0.8869 AM Pk Hr at: PM 3:30 PM 10 110 68 34 152 10 5 21 15 78 28 30 561 3:45 PM 10 99 55 37 136 6 8 22 11 62 31 30 507 4:00 PM 9 130 54 44 149 10 3 23 9 58 19 27 535 4:15 PM 7 137 59 35 88 5 13 19 9 56 35 26 489 4:30 PM 7 150 58 30 98 6 7 30 4 49 22 23 484 4:45 PM 13 129 59 29 113 6 9 23 6 63 28 24 502 5:00 PM 10 128 52 31 106 14 10 21 5 55 34 26 492 5:15 PM 12 133 58 29 106 4 7 27 10 41 24 22 473 5:30 PM 10 151 73 33 101 8 2 34 6 41 27 28 514 5:45 PM 15 128 54 32 85 7 6 19 12 67 31 25 481 6:00 PM 20 149 48 32 100 12 8 22 10 38 19 18 476 6:15 PM 9 131 60 31 77 12 8 44 8 48 40 39 507 Volumes 132 1575 698 397 1311 100 86 305 105 656 338 318 6021 Approach %5.49 65.49 29.02 21.96 72.51 5.53 17.34 61.49 21.17 50.00 25.76 24.24 App/Depart 2405 / 1979 1808 / 2072 496 / 1400 1312 / 570 Peak Volumes 36 476 236 150 525 31 29 85 44 254 113 113 2092 Approach %4.81 63.64 31.55 21.25 74.36 4.39 18.35 53.80 27.85 52.92 23.54 23.54 Pk Hr FACTOR:0.9323 PM Pk Hr at: 0.92 0.87 0.96 0.88 330 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.87 0.86 0.64 0.93 830 Carlsbad Blvd. 07/14/2016 Carlsbad Carlsbad Village Dr. THURSDAY 16-1256-022 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 23 Intersec on Loca on: Carlsbad Blvd. & Tamarack Ave. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 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 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 1 0 1 1 1 0 1 Capacity 1800 4000 0 1800 4000 1800 0 2000 1800 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 15 157 58 35 652 16 4 7 6 287 9 52 Adjusted Hourly Volume 15 215 0 35 652 16 11 0 6 287 0 61 Utilization Factor 0.01 0.05 0.00 0.02 0.16 0.01 0.00 0.00 0.00 0.16 0.00 0.03 Critical Factors 0.01 0.16 0.00 0.16 ICU Ratio = 0.43 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 947 Total Name : FDS 703 244 Subtotals 0 Sub -16 652 35 Sub - Totals totals totals Totals W E e 34 a s 51 0 4 52 s t 17 7 9 348 t 6 287 0 700 A North A p 352 p p p r r 15 157 58 Tamarack Avenue 5 Subtotals 668 230 Total 898 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/16 8:15 AM 7:15 AM Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 1 1 1 1 1 0 1 Capacity 1800 4000 0 1800 4000 1800 1800 2000 1800 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 51 872 225 83 486 29 25 28 39 165 18 89 Adjusted Hourly Volume 51 1097 0 83 486 29 53 0 39 165 0 107 Utilization Factor 0.03 0.27 0.00 0.05 0.12 0.02 0.03 0.00 0.02 0.09 0.00 0.06 Critical Factors 0.27 0.05 0.03 0.09 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1636 Total Name : FDS 598 1038 Subtotals 7 Sub -29 486 83 Sub - Totals totals totals Totals W E e 93 a s 185 1 25 89 s t 92 28 18 272 t 39 165 7 690 A North A p 418 p p p r r 51 872 225 Tamarack Avenue 22 Subtotals 561 1148 Total 1709 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 0 1 1 1 1 0 6:30 AM 4 17 6 6 118 1 1 2 3 40 3 8 209 6:45 AM 3 30 8 6 152 2 0 1 0 76 0 13 291 7:00 AM 5 25 7 2 123 4 1 0 3 45 4 11 230 7:15 AM 3 28 9 9 179 5 0 0 2 94 3 15 347 7:30 AM 4 36 15 5 175 5 2 0 2 66 2 15 327 7:45 AM 2 39 14 10 168 4 2 3 0 69 0 9 320 8:00 AM 6 54 20 11 130 2 0 4 2 58 4 13 304 8:15 AM 11 58 28 12 115 4 2 3 6 50 7 16 312 8:30 AM 8 62 14 18 99 4 2 1 12 63 7 14 304 8:45 AM 7 62 9 11 118 1 4 1 1 58 1 24 297 9:00 AM 13 84 24 14 106 1 2 3 9 50 3 25 334 9:15 AM 7 64 25 6 92 3 1 0 4 48 4 14 268 Volumes 73 559 179 110 1575 36 17 18 44 717 38 177 3543 Approach %9.00 68.93 22.07 6.39 91.52 2.09 21.52 22.78 55.70 76.93 4.08 18.99 App/Depart 811 / 753 1721 / 2336 79 / 307 932 / 147 Peak Volumes 15 157 58 35 652 16 4 7 6 287 9 52 1298 Approach %6.52 68.26 25.22 4.98 92.75 2.28 23.53 41.18 35.29 82.47 2.59 14.94 Pk Hr FACTOR:0.9352 AM Pk Hr at: PM 3:30 PM 21 170 45 24 146 5 8 2 10 70 0 12 513 3:45 PM 18 175 50 21 131 6 6 9 11 43 8 20 498 4:00 PM 11 172 50 23 136 2 7 11 7 38 7 24 488 4:15 PM 11 194 43 20 108 7 9 3 8 35 11 23 472 4:30 PM 15 186 58 14 113 8 8 4 11 32 9 15 473 4:45 PM 12 232 48 16 108 9 4 4 11 27 3 31 505 5:00 PM 16 201 46 26 121 6 6 8 10 48 2 21 511 5:15 PM 12 250 60 23 143 9 9 9 11 53 5 16 600 5:30 PM 11 189 71 18 114 5 6 7 7 37 8 21 494 5:45 PM 9 198 59 25 118 4 4 4 7 52 9 18 507 6:00 PM 19 199 58 30 113 5 1 1 6 37 6 20 495 6:15 PM 19 201 53 30 98 4 9 11 6 36 8 18 493 Volumes 174 2367 641 270 1449 70 77 73 105 508 76 239 6049 Approach %5.47 74.39 20.14 15.09 80.99 3.91 30.20 28.63 41.18 61.73 9.23 29.04 App/Depart 3182 / 2683 1789 / 2062 255 / 984 823 / 320 Peak Volumes 48 838 236 92 496 24 25 28 35 190 24 76 2112 Approach %4.28 74.69 21.03 15.03 81.05 3.92 28.41 31.82 39.77 65.52 8.28 26.21 Pk Hr FACTOR:0.88 PM Pk Hr at: 0.87 0.87 0.76 0.92 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.72 0.91 0.71 0.78 715 Carlsbad Blvd. 07/19/2016 Carlsbad Tamarack Ave. TUESDAY 16-1256-003 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 24 Intersec on Loca on: Carlsbad Blvd. & Cannon Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 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 0 259 55 213 974 0 0 0 0 116 0 80 Adjusted Hourly Volume 0 259 55 213 974 0 0 0 0 116 0 0 Utilization Factor 0.00 0.13 0.03 0.12 0.49 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Critical Factors 0.00 0.49 0.00 0.00 0.06 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1739 Total Name : FDS 1187 552 Subtotals 0 Sub -0 974 213 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 80 s t 0 0 0 196 t 0 116 0 367 A North A p 171 p p p r r 0 259 55 Cannon Road 0 Subtotals 974 314 Total 1288 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/16 9:00 AM 8:00 AM Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 1 1 1 1 0 0 0 0 1 0 1 Capacity 0 2000 1800 1800 2000 0 0 0 0 1800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 701 82 130 729 0 0 0 0 204 0 568 Adjusted Hourly Volume 0 701 82 130 729 0 0 0 0 204 0 438 Utilization Factor 0.00 0.35 0.05 0.07 0.36 0.00 0.00 0.00 0.00 0.11 0.00 0.24 Critical Factors 0.35 0.07 0.00 0.24 ICU Ratio = 0.76 LOS = C Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 2258 Total Name : FDS 859 1399 Subtotals 0 Sub -0 729 130 Sub - Totals totals totals Totals W E e 0 a s 0 0 0 568 s t 0 0 0 772 t 0 204 0 1058 A North A p 286 p p p r r 0 701 82 Cannon Road 0 Subtotals 729 783 Total 1512 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/16 6:00 PM 5:00 PM O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 25 Intersec on Loca on: Carlsbad Blvd. & Poinse5 a Ln. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 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 5 6 Outside 7 Free-flow 1 Lane Settings 1 2 1 2 2 1 1 1 1 2 0 1 Capacity 1800 4000 1800 3600 4000 1800 1800 2000 1800 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 0 175 101 75 708 13 4 19 8 470 0 79 Adjusted Hourly Volume 0 175 101 75 721 0 4 19 8 470 0 79 Utilization Factor 0.00 0.04 0.06 0.02 0.18 0.00 0.00 0.01 0.00 0.13 0.00 0.04 Critical Factors 0.00 0.18 0.01 0.13 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1125 Total Name : FDS 796 329 Subtotals 0 Sub -13 708 75 Sub - Totals totals totals Totals W E e 17 a s 48 0 4 79 s t 31 19 0 549 t 8 470 2 1137 A North A p 588 p p p r r 0 175 101 Poinsettia Lane 0 Subtotals 718 276 Total 994 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/16 8:15 AM 7:15 AM Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 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 0 1 Capacity 1800 4000 1800 3600 4000 1800 1800 2000 1800 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 1 582 177 146 385 54 6 26 4 211 0 211 Adjusted Hourly Volume 1 582 177 146 439 0 6 26 4 211 0 211 Utilization Factor 0.00 0.15 0.10 0.04 0.11 0.00 0.00 0.01 0.00 0.06 0.00 0.12 Critical Factors 0.15 0.04 0.01 0.12 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1524 Total Name : FDS 585 939 Subtotals 0 Sub -54 385 146 Sub - Totals totals totals Totals W E e 61 a s 97 0 6 211 s t 36 26 0 422 t 4 211 16 820 A North A p 398 p p p r r 1 582 177 Poinsettia Lane 1 Subtotals 405 760 Total 1165 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 2 2 1 1 1 1 2 0 1 6:30 AM 0 19 7 5 72 1 1 4 1 39 0 10 159 6:45 AM 0 35 15 12 125 5 0 3 0 35 0 26 256 7:00 AM 0 25 12 25 162 5 2 5 0 53 0 20 309 7:15 AM 0 35 18 18 194 3 1 6 1 71 0 23 370 7:30 AM 0 44 15 17 197 4 1 4 3 108 0 18 411 7:45 AM 0 42 29 20 168 3 1 1 2 148 0 18 432 8:00 AM 0 54 39 20 149 3 1 8 2 143 0 20 439 8:15 AM 1 55 25 30 104 6 3 6 1 102 0 35 368 8:30 AM 0 41 27 29 106 7 0 8 2 73 0 34 327 8:45 AM 0 43 24 17 90 8 1 11 0 73 0 34 301 9:00 AM 0 51 29 24 84 9 4 7 1 42 0 39 290 9:15 AM 0 61 28 37 83 9 3 19 3 43 0 26 312 Volumes 1 505 268 254 1534 63 18 82 16 935 0 303 3979 Approach %0.13 65.25 34.63 13.72 82.87 3.40 15.52 70.69 13.79 75.53 0.00 24.47 App/Depart 774 / 826 1851 / 2485 116 / 604 1238 / 64 Peak Volumes 0 175 101 75 708 13 4 19 8 470 0 79 1652 Approach %0.00 63.41 36.59 9.42 88.94 1.63 12.90 61.29 25.81 85.61 0.00 14.39 Pk Hr FACTOR:0.9408 AM Pk Hr at: PM 3:30 PM 0 124 44 34 139 20 1 8 1 57 0 38 466 3:45 PM 1 108 38 31 118 14 2 6 1 57 0 38 414 4:00 PM 1 119 44 37 111 12 2 10 4 52 0 45 437 4:15 PM 0 134 44 28 111 13 2 10 2 44 0 55 443 4:30 PM 0 112 39 27 85 13 2 7 3 49 0 43 380 4:45 PM 1 146 39 37 96 6 3 4 1 41 0 49 423 5:00 PM 0 139 51 37 77 17 1 5 1 36 0 51 415 5:15 PM 0 149 42 40 118 13 2 9 1 59 0 55 488 5:30 PM 0 148 45 32 94 18 0 8 1 75 0 56 477 5:45 PM 0 134 33 35 89 15 7 5 0 39 0 50 407 6:00 PM 1 134 37 27 85 9 6 8 0 46 0 42 395 6:15 PM 0 97 47 33 85 17 0 10 4 58 0 44 395 Volumes 4 1544 503 398 1208 167 28 90 19 613 0 566 5140 Approach %0.20 75.28 24.52 22.45 68.13 9.42 20.44 65.69 13.87 51.99 0.00 48.01 App/Depart 2051 / 2138 1773 / 1840 137 / 991 1179 / 171 Peak Volumes 1 582 177 146 385 54 6 26 4 211 0 211 1803 Approach %0.13 76.58 23.29 24.96 65.81 9.23 16.67 72.22 11.11 50.00 0.00 50.00 Pk Hr FACTOR:0.9237 PM Pk Hr at: Carlsbad Blvd. 08/02/16 Carlsbad Poinsettia Ln. TUESDAY 16-1256-025 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.74 0.91 0.70 0.83 715 0.98 0.86 0.75 0.81 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 26 Intersec on Loca on: Carlsbad Blvd. & Avenida Encinas Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Carlsbad Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 2 1 1 2 0 0 0 0 2 0 1 Capacity 0 4000 1800 1800 4000 0 0 0 0 3600 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 1 259 108 9 1212 0 0 0 0 200 0 5 Adjusted Hourly Volume 1 259 8 9 1212 0 0 0 0 205 0 0 Utilization Factor 0.00 0.06 0.00 0.01 0.30 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Critical Factors 0.00 0.30 0.00 0.00 0.06 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1492 Total Name : FDS 1221 271 Subtotals 2 Sub -0 1212 9 Sub - Totals totals totals Totals W E e 1 a s 1 0 0 5 s t 0 0 0 205 t 0 200 0 515 A North A p 310 p p p r r 1 259 108 Avenida Encinas 1 Subtotals 1212 368 Total 1580 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/16 8:15 AM 7:15 AM Carlsbad Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 2 1 1 2 0 0 0 0 2 0 1 Capacity 0 4000 1800 1800 4000 0 0 0 0 3600 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 4 735 262 24 549 0 0 0 0 194 0 13 Adjusted Hourly Volume 4 735 165 24 549 0 0 0 0 207 0 0 Utilization Factor 0.00 0.18 0.09 0.01 0.14 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Critical Factors 0.18 0.01 0.00 0.00 0.06 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1340 Total Name : FDS 573 767 Subtotals 5 Sub -0 549 24 Sub - Totals totals totals Totals W E e 4 a s 4 0 0 13 s t 0 0 0 207 t 0 194 0 668 A North A p 461 p p p r r 4 735 262 Avenida Encinas 4 Subtotals 549 1001 Total 1550 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 2 1 1 2 0 0 0 0 2 0 0 6:30 AM 1 22 14 1 118 0 0 0 0 21 0 3 180 6:45 AM 1 41 14 1 154 0 0 0 0 21 0 0 232 7:00 AM 0 37 16 0 214 0 0 0 0 37 0 1 305 7:15 AM 1 49 13 1 289 0 0 0 0 33 0 0 386 7:30 AM 0 51 27 5 292 0 0 0 0 47 0 1 423 7:45 AM 0 89 42 1 330 0 0 0 0 65 0 1 528 8:00 AM 0 70 26 2 301 0 0 0 0 55 0 3 457 8:15 AM 2 75 31 2 198 0 0 0 0 42 0 5 355 8:30 AM 0 64 22 0 187 0 0 0 0 44 0 2 319 8:45 AM 0 56 32 1 161 0 0 0 0 37 0 3 290 9:00 AM 1 73 25 3 124 0 0 0 0 37 0 3 266 9:15 AM 0 76 25 4 108 0 0 0 0 38 0 5 256 Volumes 6 703 287 21 2476 0 0 0 0 477 0 27 3997 Approach %0.60 70.58 28.82 0.84 99.16 0.00 #DIV/0! #DIV/0! #DIV/0! 94.64 0.00 5.36 App/Depart 996 / 730 2497 / 2953 0 / 308 504 / 6 Peak Volumes 1 259 108 9 1212 0 0 0 0 200 0 5 1794 Approach %0.27 70.38 29.35 0.74 99.26 0.00 #DIV/0! #DIV/0! #DIV/0! 97.56 0.00 2.44 Pk Hr FACTOR:0.8494 AM Pk Hr at: PM 3:30 PM 0 175 60 2 182 0 0 0 0 34 0 2 455 3:45 PM 0 153 41 8 158 0 0 0 0 41 0 2 403 4:00 PM 1 163 67 3 173 0 0 0 0 40 0 3 450 4:15 PM 1 180 44 4 152 0 0 0 0 44 0 3 428 4:30 PM 0 160 71 8 104 0 0 0 0 56 0 5 404 4:45 PM 1 180 70 4 131 0 0 0 0 56 0 1 443 5:00 PM 2 182 69 4 116 0 0 0 0 47 0 4 424 5:15 PM 0 176 67 11 167 0 0 0 0 37 0 4 462 5:30 PM 1 197 56 5 135 0 0 0 0 54 0 4 452 5:45 PM 0 149 60 7 130 0 0 0 0 39 0 6 391 6:00 PM 0 172 63 10 114 0 0 0 0 30 0 2 391 6:15 PM 0 130 54 2 108 0 0 0 0 42 0 2 338 Volumes 6 2017 722 68 1670 0 0 0 0 520 0 38 5041 Approach %0.22 73.48 26.30 3.91 96.09 0.00 #DIV/0! #DIV/0! #DIV/0! 93.19 0.00 6.81 App/Depart 2745 / 2055 1738 / 2190 0 / 790 558 / 6 Peak Volumes 4 735 262 24 549 0 0 0 0 194 0 13 1781 Approach %0.40 73.43 26.17 4.19 95.81 0.00 #DIV/0! #DIV/0! #DIV/0! 93.72 0.00 6.28 Pk Hr FACTOR:0.9637 PM Pk Hr at: Carlsbad Blvd. 08/02/16 Carlsbad Avenida Encinas TUESDAY 16-1256-026 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.70 0.92 0.00 0.78 715 0.99 0.80 0.00 0.89 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 27 Intersec on Loca on: Rancho Santa Fe Rd. & La Costa Ave. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:00 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 2 0 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 3600 0 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 114 793 43 128 2164 3 298 211 157 110 195 106 Adjusted Hourly Volume 114 836 0 128 2167 0 298 0 0 110 301 0 Utilization Factor 0.03 0.14 0.00 0.04 0.36 0.00 0.08 0.00 0.00 0.06 0.08 0.00 Critical Factors 0.03 0.36 0.08 0.08 ICU Ratio = 0.65 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 : Wednesday 3322 Total Name : FDS 2295 1027 Subtotals 0 Sub -3 2164 128 Sub - Totals totals totals Totals W E e 497 a s 1163 0 298 106 s t 666 211 195 411 t 157 110 0 775 A North A p 364 p p p r r 114 793 43 La Costa Avenue 1 Subtotals 2434 950 Total 3384 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/15 8:00 AM 7:00 AM Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 2 1 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 3600 2000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 182 1769 44 142 1147 33 419 213 127 137 208 113 Adjusted Hourly Volume 182 1813 0 142 1180 0 419 340 0 137 208 113 Utilization Factor 0.05 0.30 0.00 0.04 0.20 0.00 0.12 0.17 0.00 0.08 0.05 0.00 Critical Factors 0.30 0.04 0.17 0.08 ICU Ratio = 0.69 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 : Wednesday 3346 Total Name : FDS 1322 2024 Subtotals 0 Sub -33 1147 142 Sub - Totals totals totals Totals W E e 669 a s 1428 0 419 113 s t 759 213 208 458 t 127 137 0 852 A North A p 394 p p p r r 182 1769 44 La Costa Avenue 9 Subtotals 1447 1995 Total 3442 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/15 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 3 0 2 3 0 2 0.5 0.5 1 2 0 6:30 AM 5 125 3 9 450 1 35 21 21 17 29 8 724 6:45 AM 16 156 9 22 469 4 61 26 28 13 24 11 839 7:00 AM 20 164 13 52 513 0 68 104 39 27 46 29 1075 7:15 AM 35 205 6 43 576 0 57 72 30 28 55 34 1141 7:30 AM 32 201 7 15 541 3 73 15 51 26 63 22 1049 7:45 AM 27 223 17 18 534 0 100 20 37 29 31 21 1057 8:00 AM 41 277 13 8 442 4 93 30 32 27 26 18 1011 8:15 AM 28 234 21 14 437 5 93 26 37 20 37 13 965 8:30 AM 24 206 13 19 526 2 79 23 32 22 25 14 985 8:45 AM 24 186 13 35 357 2 69 41 32 30 40 17 846 9:00 AM 18 198 13 30 361 0 54 38 26 18 20 12 788 9:15 AM 18 178 11 28 308 2 52 35 31 30 42 18 753 Volumes 288 2353 139 293 5514 23 834 451 396 287 438 217 11233 Approach %10.36 84.64 5.00 5.03 94.58 0.39 49.61 26.83 23.56 30.47 46.50 23.04 App/Depart 2780 / 3404 5830 / 6197 1681 / 883 942 / 749 Peak Volumes 114 793 43 128 2164 3 298 211 157 110 195 106 4322 Approach %12.00 83.47 4.53 5.58 94.29 0.13 44.74 31.68 23.57 26.76 47.45 25.79 Pk Hr FACTOR:0.947 AM Pk Hr at: PM 3:30 PM 33 406 14 32 272 1 77 42 40 35 45 20 1017 3:45 PM 64 439 11 31 273 0 90 46 3 32 42 31 1062 4:00 PM 28 437 24 21 262 1 82 36 30 26 40 24 1011 4:15 PM 36 412 15 29 287 12 92 40 27 31 33 26 1040 4:30 PM 41 448 11 38 281 0 120 52 32 31 52 20 1126 4:45 PM 35 455 14 30 237 0 116 42 39 25 51 22 1066 5:00 PM 39 427 9 33 237 9 100 56 38 36 65 32 1081 5:15 PM 34 464 9 35 356 1 106 55 36 38 49 27 1210 5:30 PM 57 441 12 32 275 8 109 60 26 30 50 33 1133 5:45 PM 52 437 14 42 279 15 104 42 27 33 44 21 1110 6:00 PM 59 411 12 34 254 16 99 35 30 25 38 23 1036 6:15 PM 61 405 13 17 194 23 73 45 21 31 43 21 947 Volumes 539 5182 158 374 3207 86 1168 551 349 373 552 300 12839 Approach %9.17 88.14 2.69 10.20 87.46 2.35 56.48 26.64 16.88 30.45 45.06 24.49 App/Depart 5879 / 6650 3667 / 3929 2068 / 1083 1225 / 1177 Peak Volumes 182 1769 44 142 1147 33 419 213 127 137 208 113 4534 Approach %9.12 88.67 2.21 10.74 86.76 2.50 55.20 28.06 16.73 29.91 45.41 24.67 Pk Hr FACTOR:0.9368 PM Pk Hr at: 0.98 0.84 0.96 0.86 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.89 0.93 0.79 0.88 700 Rancho Santa Fe Rd. 09/14/2016 Carlsbad La Costa Ave. WEDNESDAY 16-1256-027 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 28 Intersec on Loca on: Rancho Santa Fe Rd. & Calle Barcelona Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Rancho Santa Fe Road at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:00 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 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 1 1 1 2 1 Capacity 1800 6000 0 1800 6000 0 1800 2000 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 66 991 205 77 2243 309 142 111 109 218 174 108 Adjusted Hourly Volume 66 1196 0 77 2552 0 142 111 109 167 167 202 Utilization Factor 0.04 0.20 0.00 0.04 0.43 0.00 0.08 0.06 0.06 0.09 0.04 0.11 Critical Factors 0.04 0.43 0.08 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of :Rancho Santa Fe Road and Calle Barcelona Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 3803 Total Name : FDS 2629 1174 Subtotals 2 Sub -309 2243 77 Sub - Totals totals totals Totals W E e 625 a s 987 0 142 108 s t 362 111 174 500 t 109 218 0 1036 A North A p 536 p p p r r 66 991 205 Calle Barcelona 0 Subtotals 2418 1262 Total 3680 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/16 8:00 AM 7:00 AM Rancho Santa Fe Road at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 1 1 1 2 0 Capacity 1800 6000 0 1800 6000 0 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 69 1774 94 44 1265 220 266 104 77 68 55 47 Adjusted Hourly Volume 69 1868 0 44 1485 0 266 104 77 56.67 56.67 56.667 Utilization Factor 0.04 0.31 0.00 0.02 0.25 0.00 0.15 0.05 0.04 0.03 0.01 0.00 Critical Factors 0.31 0.02 0.15 0.01 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :Rancho Santa Fe Road and Calle Barcelona Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 3382 Total Name : FDS 1529 1853 Subtotals 12 Sub -220 1265 44 Sub - Totals totals totals Totals W E e 542 a s 989 0 266 47 s t 447 104 55 170 t 77 68 0 448 A North A p 278 p p p r r 69 1774 94 Calle Barcelona 1 Subtotals 1410 1937 Total 3347 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/16 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 0 1 3 0 1 1 1 1.5 1 0.5 6:30 AM 2 152 5 2 490 11 7 2 6 17 13 1 708 6:45 AM 7 210 20 5 511 24 22 18 14 18 10 7 866 7:00 AM 10 239 80 8 555 26 59 53 30 54 36 10 1160 7:15 AM 31 304 63 10 565 89 34 27 11 52 49 9 1244 7:30 AM 16 192 36 35 559 111 18 15 23 48 56 34 1143 7:45 AM 9 256 26 24 564 83 31 16 45 64 33 55 1206 8:00 AM 39 257 21 2 464 38 32 8 47 38 25 18 989 8:15 AM 19 241 18 5 474 48 22 3 23 17 13 7 890 8:30 AM 8 243 10 3 520 48 22 6 24 19 14 4 921 8:45 AM 10 224 12 3 389 35 28 11 13 19 15 6 765 9:00 AM 3 224 11 6 376 28 15 10 13 25 6 7 724 9:15 AM 7 207 12 7 371 29 17 5 10 10 4 8 687 Volumes 161 2749 314 110 5838 570 307 174 259 381 274 166 11303 Approach %4.99 85.27 9.74 1.69 89.57 8.75 41.49 23.51 35.00 46.41 33.37 20.22 App/Depart 3224 / 3222 6518 / 6478 740 / 598 821 / 1005 Peak Volumes 66 991 205 77 2243 309 142 111 109 218 174 108 4753 Approach %5.23 78.53 16.24 2.93 85.32 11.75 39.23 30.66 30.11 43.60 34.80 21.60 Pk Hr FACTOR:0.9552 AM Pk Hr at: PM 3:30 PM 14 417 20 7 318 31 68 18 25 26 12 10 966 3:45 PM 13 433 19 13 317 38 52 7 14 12 18 14 950 4:00 PM 16 436 19 6 292 28 51 19 12 10 9 12 910 4:15 PM 10 428 19 7 310 35 48 15 13 12 11 10 918 4:30 PM 17 444 32 8 317 37 64 26 25 15 10 10 1005 4:45 PM 15 396 30 12 270 32 60 21 20 28 17 8 909 5:00 PM 15 453 26 2 298 52 66 29 12 24 17 10 1004 5:15 PM 23 400 18 21 366 47 77 27 19 17 13 10 1038 5:30 PM 20 469 31 8 308 78 75 25 28 20 18 18 1098 5:45 PM 11 452 19 13 293 43 48 23 18 7 7 9 943 6:00 PM 12 405 25 6 290 52 47 14 9 15 5 9 889 6:15 PM 17 386 24 9 208 41 53 8 17 13 7 5 788 Volumes 183 5119 282 112 3587 514 709 232 212 199 144 125 11418 Approach %3.28 91.67 5.05 2.66 85.14 12.20 61.49 20.12 18.39 42.52 30.77 26.71 App/Depart 5584 / 5953 4213 / 3998 1153 / 626 468 / 841 Peak Volumes 69 1774 94 44 1265 220 266 104 77 68 55 47 4083 Approach %3.56 91.58 4.85 2.88 82.73 14.39 59.51 23.27 17.23 40.00 32.35 27.65 Pk Hr FACTOR:0.9296 PM Pk Hr at: Rancho Santa Fe Rd. 09/14/2016 Carlsbad Calle Barcelona WEDNESDAY 16-1256-028 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.79 0.93 0.64 0.82 700 0.93 0.88 0.87 0.76 500 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 29 Intersec on Loca on: Rancho Santa Fe Rd./Olivenhain Rd. & Camino Alvaro Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Olivenhain Road at Rancho Santa Fe Road/Camino Alvaro Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:00 AM to 8:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 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 288 4 303 46 21 10 4 843 248 648 1945 39 Adjusted Hourly Volume 292 0 0 77 0 0 4 843 102 648 1945 39 Utilization Factor 0.08 0.00 0.00 0.04 0.00 0.00 0.00 0.21 0.06 0.18 0.49 0.02 Critical Factors 0.08 0.04 0.00 0.49 ICU Ratio = 0.71 LOS = C Turning Movements at Intersection of :Olivenhain Road and Rancho Santa Fe Road/Camino Alvaro Time : to North Approach Rancho Santa Fe Road/Camino Alvaro Date : Day : Wednesday 166 Total Name : FDS 77 89 Subtotals 0 Sub -10 21 46 Sub - Totals totals totals Totals W E e 1959 a s 3054 0 4 39 s t 1095 843 1945 2632 t 248 648 1 4425 A North A p 1793 p p p r r Olivenhain Road 288 4 303 Rancho Santa Fe Road 0 Subtotals 558 595 Total 1153 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/15 8:00 AM 7:00 AM Olivenhain Road at Rancho Santa Fe Road/Camino Alvaro Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 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 456 8 282 29 4 17 3 1531 474 303 1073 44 Adjusted Hourly Volume 464 0 0 50 0 0 3 1531 242 303 1073 44 Utilization Factor 0.13 0.00 0.00 0.03 0.00 0.00 0.00 0.38 0.13 0.08 0.27 0.02 Critical Factors 0.13 0.03 0.38 0.08 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :Olivenhain Road and Rancho Santa Fe Road/Camino Alvaro Time : to North Approach Rancho Santa Fe Road/Camino Alvaro Date : Day : Wednesday 131 Total Name : FDS 50 81 Subtotals 0 Sub -17 4 29 Sub - Totals totals totals Totals W E e 1093 a s 3101 0 3 44 s t 2008 1531 1073 1420 t 474 303 0 3536 A North A p 2116 p p p r r Olivenhain Road 456 8 282 Rancho Santa Fe Road 0 Subtotals 934 746 Total 1680 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/15 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 1 2 2 1 0 1 0 1.5 0.5 1 6:30 AM 0 112 26 141 395 1 2 2 6 27 0 24 736 6:45 AM 0 171 31 137 348 2 13 2 4 48 0 44 800 7:00 AM 1 256 69 180 529 0 14 5 4 61 2 58 1179 7:15 AM 2 215 73 106 443 9 20 3 0 74 1 84 1030 7:30 AM 1 180 51 162 502 16 3 4 4 86 0 60 1069 7:45 AM 0 192 55 198 471 14 9 9 2 67 1 101 1119 8:00 AM 0 222 69 148 441 15 5 9 1 116 2 100 1128 8:15 AM 0 176 42 133 401 11 3 1 3 81 0 77 928 8:30 AM 0 183 45 136 427 9 9 1 4 52 1 78 945 8:45 AM 0 216 62 99 349 4 2 3 6 64 1 58 864 9:00 AM 1 182 55 80 319 6 6 0 7 44 1 59 760 9:15 AM 0 184 48 62 313 4 7 3 2 51 0 65 739 Volumes 5 2289 626 1582 4938 91 93 42 43 771 9 808 11297 Approach %0.17 78.39 21.44 23.93 74.69 1.38 52.25 23.60 24.16 48.55 0.57 50.88 App/Depart 2920 / 3190 6611 / 5752 178 / 2250 1588 / 105 Peak Volumes 4 843 248 646 1945 39 46 21 10 288 4 303 4397 Approach %0.37 76.99 22.65 24.56 73.95 1.48 59.74 27.27 12.99 48.40 0.67 50.92 Pk Hr FACTOR:0.9324 AM Pk Hr at: PM 3:30 PM 1 351 123 88 286 15 8 5 2 119 2 66 1066 3:45 PM 2 347 93 65 284 11 4 0 3 130 3 50 992 4:00 PM 2 359 99 69 216 11 7 2 4 126 1 70 966 4:15 PM 0 336 101 76 265 12 10 2 2 127 0 64 995 4:30 PM 0 389 110 58 282 12 5 1 8 139 2 74 1080 4:45 PM 0 330 117 77 246 13 10 3 3 121 2 59 981 5:00 PM 0 394 130 68 268 9 7 0 7 108 1 81 1073 5:15 PM 0 367 137 91 281 17 11 1 3 105 3 65 1081 5:30 PM 2 389 103 81 277 11 9 1 3 129 2 69 1076 5:45 PM 1 381 104 63 247 7 2 2 4 114 2 67 994 6:00 PM 0 346 99 77 226 7 4 1 4 80 3 49 896 6:15 PM 0 325 95 64 195 7 4 3 1 110 2 57 863 Volumes 8 4314 1311 877 3073 132 81 21 44 1408 23 771 12063 Approach %0.14 76.58 23.27 21.48 75.28 3.23 55.48 14.38 30.14 63.94 1.04 35.01 App/Depart 5633 / 5166 4082 / 4525 146 / 2209 2202 / 163 Peak Volumes 3 1531 474 303 1073 44 29 4 17 456 8 282 4224 Approach %0.15 76.25 23.61 21.34 75.56 3.10 58.00 8.00 34.00 61.13 1.07 37.80 Pk Hr FACTOR:0.9769 PM Pk Hr at: Rancho Santa Fe Rd. -09/14/2016 Carlsbad Olivehain Rd. Camino Alvaro WEDNESDAY 16-1256-029 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.84 0.93 0.84 0.88 700 0.96 0.91 0.83 0.93 500 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 30 Intersec on Loca on: Carlsbad Village Dr. & State St. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Carlsbad Village Drive at State Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 0 1 0 0 1 2 0 1 2 0 Capacity 1800 0 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 20 16 11 53 25 31 8 293 25 22 390 67 Adjusted Hourly Volume 47 27 0 109 0 0 8 318 0 22 457 0 Utilization Factor 0.03 0.00 0.00 0.06 0.00 0.00 0.00 0.08 0.00 0.01 0.11 0.00 Critical Factors 0.00 0.00 0.06 0.00 0.11 ICU Ratio = 0.27 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day : Thursday 245 Total Name : FDS 109 136 Subtotals 0 Sub -31 25 53 Sub - Totals totals totals Totals W E e 429 a s 755 0 8 67 s t 326 293 390 479 t 25 22 1 804 A North A p 325 p p p r r 20 16 11 Carlsbad Village Drive 0 Subtotals 71 47 Total 118 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 9:30 AM 8:30 AM Carlsbad Village Drive at State Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 3:30 PM to 4:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 0 1 0 0 1 2 0 1 2 0 Capacity 1800 0 0 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 35 17 19 81 54 39 41 533 31 34 548 79 Adjusted Hourly Volume 71 0 0 174 0 0 41 564 0 34 627 0 Utilization Factor 0.04 0.00 0.00 0.10 0.00 0.00 0.02 0.14 0.00 0.02 0.16 0.00 Critical Factors 0.00 0.00 0.10 0.02 0.16 ICU Ratio = 0.38 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and State Street Time : to North Approach State Street Date : Day : Thursday 351 Total Name : FDS 174 177 Subtotals 0 Sub -39 54 81 Sub - Totals totals totals Totals W E e 628 a s 1233 0 41 79 s t 605 533 548 661 t 31 34 0 1247 A North A p 586 p p p r r 35 17 19 Carlsbad Village Drive 0 Subtotals 120 71 Total 191 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 4:30 PM 3:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 0 0 1 0 1 2 0 1 2 0 6:30 AM 7 4 0 9 6 2 1 26 1 1 47 10 114 6:45 AM 5 2 0 5 1 0 0 34 4 1 51 8 111 7:00 AM 2 3 1 3 5 4 0 30 6 3 67 11 135 7:15 AM 5 0 1 5 4 5 3 40 3 1 88 5 160 7:30 AM 4 4 2 7 11 4 1 47 5 3 78 12 178 7:45 AM 10 4 2 5 10 5 3 57 4 5 80 6 191 8:00 AM 10 3 6 9 5 5 2 63 3 1 91 8 206 8:15 AM 9 2 4 11 6 5 4 70 7 1 69 13 201 8:30 AM 3 3 2 10 2 4 1 58 4 3 90 10 190 8:45 AM 5 4 1 16 7 10 2 73 6 8 116 13 261 9:00 AM 9 4 3 15 7 8 3 69 7 4 99 20 248 9:15 AM 3 5 5 12 9 9 2 93 8 7 85 24 262 Volumes 72 38 27 107 73 61 22 660 58 38 961 140 2257 Approach %52.55 27.74 19.71 44.40 30.29 25.31 2.97 89.19 7.84 3.34 84.37 12.29 App/Depart 137 / 200 241 / 169 740 / 794 1139 / 1094 Peak Volumes 20 16 11 53 25 31 8 293 25 22 390 67 961 Approach %42.55 34.04 23.40 48.62 22.94 28.44 2.45 89.88 7.67 4.59 81.42 13.99 Pk Hr FACTOR:0.917 AM Pk Hr at: PM 3:30 PM 8 5 6 18 14 8 12 125 5 11 147 28 387 3:45 PM 11 7 7 22 12 15 11 131 7 11 142 18 394 4:00 PM 9 4 3 22 14 7 10 140 8 6 132 16 371 4:15 PM 7 1 3 19 14 9 8 137 11 6 127 17 359 4:30 PM 12 8 5 30 10 12 13 122 7 0 117 15 351 4:45 PM 7 8 9 25 10 8 9 121 7 11 147 21 383 5:00 PM 12 9 6 17 15 12 8 114 5 8 135 21 362 5:15 PM 4 8 16 23 14 10 9 124 7 6 114 15 350 5:30 PM 5 7 10 20 16 6 15 139 9 4 133 19 383 5:45 PM 7 10 3 11 11 6 19 129 8 5 145 17 371 6:00 PM 7 2 11 23 16 9 16 100 6 5 107 20 322 6:15 PM 5 3 4 19 8 6 15 106 3 8 157 16 350 Volumes 94 72 83 249 154 108 145 1488 83 81 1603 223 4383 Approach %37.75 28.92 33.33 48.73 30.14 21.14 8.45 86.71 4.84 4.25 84.06 11.69 App/Depart 249 / 440 511 / 318 1716 / 1820 1907 / 1805 Peak Volumes 35 17 19 81 54 39 41 533 31 34 548 79 1511 Approach %49.30 23.94 26.76 46.55 31.03 22.41 6.78 88.10 5.12 5.14 82.90 11.95 Pk Hr FACTOR:0.9588 PM Pk Hr at: State St. 07/14/2016 Carlsbad Carlsbad Village Dr. THURSDAY 16-1256-030 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.73 0.83 0.79 0.87 830 0.71 0.89 0.96 0.89 330 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 31 Intersec on Loca on: Carlsbad Village Dr. & Harding St. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Carlsbad Village Drive at Harding Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 1 1 0 0 1 2 0 1 2 0 Capacity 0 0 1800 1800 0 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 28 46 95 86 19 5 9 475 17 139 698 92 Adjusted Hourly Volume 0 0 169 110 0 0 9 492 0 139 790 0 Utilization Factor 0.00 0.00 0.09 0.06 0.00 0.00 0.01 0.12 0.00 0.08 0.20 0.00 Critical Factors 0.09 0.06 0.01 0.20 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day : Thursday 334 Total Name : FDS 110 224 Subtotals 0 Sub -5 19 86 Sub - Totals totals totals Totals W E e 712 a s 1213 0 9 92 s t 501 475 698 929 t 17 139 30 1608 A North A p 679 p p p r r 28 46 95 Carlsbad Village Drive 0 Subtotals 94 169 Total 263 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 9:30 AM 8:30 AM Carlsbad Village Drive at Harding Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 3:45 PM to 4:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 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 31 70 125 111 39 14 34 869 28 151 757 115 Adjusted Hourly Volume 0 101 226 164 0 0 34 897 0 151 872 0 Utilization Factor 0.00 0.00 0.13 0.09 0.00 0.00 0.02 0.22 0.00 0.08 0.22 0.00 Critical Factors 0.13 0.09 0.22 0.08 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :Carlsbad Village Drive and Harding Street Time : to North Approach Harding Street Date : Day : Thursday 462 Total Name : FDS 164 298 Subtotals 0 Sub -14 39 111 Sub - Totals totals totals Totals W E e 803 a s 1734 2 34 115 s t 931 869 757 1023 t 28 151 31 2137 A North A p 1114 p p p r r 31 70 125 Carlsbad Village Drive 0 Subtotals 129 226 Total 355 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 4:45 PM 3:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 0 0 1 0 1 2 0 1 2 0 6:30 AM 5 6 7 16 1 0 1 54 4 14 61 9 178 6:45 AM 4 6 13 11 7 1 0 50 3 24 81 11 211 7:00 AM 2 11 32 12 2 2 1 64 3 21 89 8 247 7:15 AM 10 9 18 20 6 2 0 67 1 22 90 13 258 7:30 AM 4 6 29 18 4 1 4 89 4 23 97 13 292 7:45 AM 3 18 20 23 2 1 5 89 4 23 144 17 349 8:00 AM 4 7 24 20 2 4 4 107 4 30 140 19 365 8:15 AM 10 12 27 20 5 1 4 112 4 31 117 13 356 8:30 AM 10 13 31 13 6 1 3 101 3 49 139 20 389 8:45 AM 7 10 20 25 4 1 2 122 6 35 206 31 469 9:00 AM 3 12 26 32 5 2 2 118 1 26 178 20 425 9:15 AM 8 11 18 16 4 1 3 134 7 29 175 21 427 Volumes 70 121 265 226 48 17 29 1107 44 327 1517 195 3966 Approach %15.35 26.54 58.11 77.66 16.49 5.84 2.46 93.81 3.73 16.04 74.40 9.56 App/Depart 456 / 345 291 / 419 1180 / 1598 2039 / 1604 Peak Volumes 28 46 95 86 19 5 10 475 17 139 698 92 1710 Approach %16.57 27.22 56.21 78.18 17.27 4.55 1.99 94.62 3.39 14.96 75.13 9.90 Pk Hr FACTOR:0.9115 AM Pk Hr at: PM 3:30 PM 12 28 26 20 8 1 7 202 10 23 197 27 561 3:45 PM 9 21 18 28 8 2 8 211 10 45 212 30 602 4:00 PM 8 17 46 37 12 2 9 210 10 34 176 24 585 4:15 PM 10 19 32 22 7 4 8 214 6 45 176 30 573 4:30 PM 4 13 29 24 12 6 9 234 2 27 193 31 584 4:45 PM 6 20 18 29 9 3 13 200 5 38 200 28 569 5:00 PM 3 19 38 39 9 3 4 189 5 24 183 25 541 5:15 PM 9 21 29 32 8 0 9 216 9 33 194 26 586 5:30 PM 7 11 26 28 4 2 6 225 9 40 185 25 568 5:45 PM 13 10 33 20 8 2 7 190 5 35 185 30 538 6:00 PM 7 12 29 45 1 3 3 215 6 26 174 22 543 6:15 PM 8 16 28 30 6 2 5 177 7 23 207 23 532 Volumes 96 207 352 354 92 30 88 2483 84 393 2282 321 6782 Approach %14.66 31.60 53.74 74.37 19.33 6.30 3.31 93.52 3.16 13.12 76.17 10.71 App/Depart 655 / 616 476 / 569 2655 / 3189 2996 / 2408 Peak Volumes 31 70 125 111 39 14 34 869 28 151 757 115 2344 Approach %13.72 30.97 55.31 67.68 23.78 8.54 3.65 93.34 3.01 14.76 74.00 11.24 Pk Hr FACTOR:0.9734 PM Pk Hr at: Harding St. 07/14/2016 Carlsbad Carlsbad Village Dr. THURSDAY 16-1256-031 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.78 0.71 0.87 0.85 830 0.80 0.80 0.95 0.89 345 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 32 Intersec on Loca on: Poinse5 a Ln. & Aviara Pkwy. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Poinsettia Lane at Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 2 2 0 1 2 0 2 1 2 1 2 0 Capacity 3600 4000 0 1800 4000 0 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 254 222 13 109 156 111 407 319 224 22 378 176 Adjusted Hourly Volume 254 235 0 109 267 0 407 319 97 22 554 0 Utilization Factor 0.07 0.06 0.00 0.06 0.07 0.00 0.11 0.16 0.03 0.01 0.14 0.00 Critical Factors 0.07 0.07 0.11 0.14 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day : Tuesday 883 Total Name : FDS 376 507 Subtotals 0 Sub -111 156 109 Sub - Totals totals totals Totals W E e 896 a s 1846 0 407 176 s t 950 319 378 576 t 224 22 5 925 A North A p 349 p p p r r 254 222 13 Poinsettia Lane 0 Subtotals 639 489 Total 1128 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/16 8:30 AM 7:30 AM Poinsettia Lane at Aviara Parkway Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 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 219 166 9 107 264 393 200 431 265 24 372 100 Adjusted Hourly Volume 219 175 0 107 264 393 200 431 155.5 24 472 0 Utilization Factor 0.06 0.04 0.00 0.06 0.13 0.22 0.06 0.22 0.04 0.01 0.12 0.00 Critical Factors 0.06 0.22 0.22 0.01 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :Poinsettia Lane and Aviara Parkway Time : to North Approach Aviara Parkway Date : Day : Tuesday 1136 Total Name : FDS 764 372 Subtotals 1 Sub -393 264 107 Sub - Totals totals totals Totals W E e 965 a s 1861 0 200 100 s t 896 431 372 496 t 265 24 11 950 A North A p 454 p p p r r 219 166 9 Poinsettia Lane 0 Subtotals 759 394 Total 1153 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/16 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 1 2 0 2 1 2 1 2 0 6:30 AM 24 6 1 4 11 24 17 27 16 0 41 3 174 6:45 AM 46 28 1 7 16 24 40 34 19 1 72 12 300 7:00 AM 74 31 1 13 22 29 43 42 39 2 97 22 415 7:15 AM 45 34 1 36 66 24 53 81 59 1 83 21 504 7:30 AM 84 49 2 45 34 27 68 76 50 8 117 43 603 7:45 AM 59 57 5 20 50 27 109 83 48 2 99 58 617 8:00 AM 48 70 4 13 33 26 114 76 62 8 95 42 591 8:15 AM 63 46 2 31 39 31 116 84 64 4 67 33 580 8:30 AM 52 35 2 11 28 21 118 82 65 2 65 23 504 8:45 AM 53 55 5 16 39 22 105 101 51 0 50 21 518 9:00 AM 64 44 9 10 22 29 85 86 53 10 70 24 506 9:15 AM 41 36 8 12 31 24 84 67 47 11 56 16 433 Volumes 653 491 41 218 391 308 952 839 573 49 912 318 5745 Approach %55.11 41.43 3.46 23.77 42.64 33.59 40.27 35.49 24.24 3.83 71.31 24.86 App/Depart 1185 / 1761 917 / 1013 2364 / 1098 1279 / 1873 Peak Volumes 254 222 13 109 156 111 407 319 224 22 378 176 2391 Approach %51.94 45.40 2.66 28.99 41.49 29.52 42.84 33.58 23.58 3.82 65.63 30.56 Pk Hr FACTOR:0.9688 AM Pk Hr at: PM 3:30 PM 52 34 2 14 57 50 29 88 62 5 72 13 478 3:45 PM 61 47 7 21 65 41 43 65 64 1 71 17 503 4:00 PM 49 20 4 20 49 61 33 91 57 8 71 20 483 4:15 PM 52 47 1 25 52 79 24 80 46 6 66 18 496 4:30 PM 55 48 5 23 64 58 37 117 70 4 71 22 574 4:45 PM 46 44 3 23 71 66 52 94 55 8 84 25 571 5:00 PM 47 37 1 29 71 105 28 105 71 5 85 26 610 5:15 PM 56 47 3 25 67 121 53 94 67 10 104 32 679 5:30 PM 61 42 3 22 56 84 59 118 66 5 96 15 627 5:45 PM 55 40 2 31 70 83 60 114 61 4 87 27 634 6:00 PM 47 34 2 23 58 68 48 72 51 3 63 26 495 6:15 PM 47 38 4 15 45 57 56 81 55 6 73 27 504 Volumes 628 478 37 271 725 873 522 1119 725 65 943 268 6654 Approach %54.94 41.82 3.24 14.50 38.79 46.71 22.06 47.30 30.64 5.09 73.90 21.00 App/Depart 1143 / 1268 1869 / 1515 2366 / 1427 1276 / 2444 Peak Volumes 219 166 9 107 264 393 200 431 265 24 372 100 2550 Approach %55.58 42.13 2.28 14.01 34.55 51.44 22.32 48.10 29.58 4.84 75.00 20.16 Pk Hr FACTOR:0.9389 PM Pk Hr at: 0.93 0.90 0.92 0.85 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.91 0.89 0.90 0.86 730 Aviara Pkwy. 09/13/2016 Carlsbad Poinsettia Ln. TUESDAY 16-1256-032 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 33 Intersec on Loca on: Poinse5 a Ln. & Paseo Del Norte Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Poinsettia Lane at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 1 1 0 1 2 2 1 1 2 0 Capacity 1800 0 1800 1800 0 1800 3600 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 53 9 10 60 6 315 232 942 30 12 793 64 Adjusted Hourly Volume 53 0 19 60 0 321 232 942 30 12 857 0 Utilization Factor 0.03 0.00 0.01 0.03 0.00 0.18 0.06 0.24 0.02 0.01 0.21 0.00 Critical Factors 0.03 0.18 0.06 0.21 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Tuesday 514 Total Name : FDS 381 133 Subtotals 0 Sub -315 6 60 Sub - Totals totals totals Totals W E e 1340 a s 2544 0 232 64 s t 1204 942 793 869 t 30 12 0 1833 A North A p 964 p p p r r 53 9 10 Poinsettia Lane 0 Subtotals 89 72 Total 161 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/16 9:30 AM 8:30 AM Poinsettia Lane at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 1 0 1 0 1 2 2 1 1 2 0 Capacity 1800 2000 0 1800 0 1800 3600 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 31 16 13 83 6 328 450 1096 50 14 1039 100 Adjusted Hourly Volume 31 16 29 83 0 334 450 1096 50 14 1139 0 Utilization Factor 0.02 0.01 0.00 0.05 0.00 0.19 0.13 0.27 0.03 0.01 0.28 0.00 Critical Factors 0.02 0.19 0.13 0.28 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :Poinsettia Lane and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Tuesday 616 Total Name : FDS 417 199 Subtotals 0 Sub -328 6 83 Sub - Totals totals totals Totals W E e 1817 a s 3413 0 450 100 s t 1596 1096 1039 1153 t 50 14 0 2276 A North A p 1123 p p p r r 31 16 13 Poinsettia Lane 0 Subtotals 87 60 Total 147 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/16 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 1 0 1 1 0 2 2 1 1 2 0 6:30 AM 5 3 0 1 1 51 15 85 2 0 148 2 313 6:45 AM 7 2 1 3 1 63 21 109 2 0 180 8 397 7:00 AM 11 1 1 4 0 71 31 133 0 0 181 9 442 7:15 AM 7 5 2 8 2 82 34 149 1 1 191 10 492 7:30 AM 4 1 2 9 1 94 29 217 2 1 229 16 605 7:45 AM 6 1 3 10 0 89 41 261 5 2 214 19 651 8:00 AM 9 3 4 17 2 79 56 223 8 0 188 12 601 8:15 AM 13 2 2 10 2 54 53 219 8 1 202 10 576 8:30 AM 12 2 4 11 2 81 58 240 10 2 201 11 634 8:45 AM 14 2 1 16 1 80 53 270 3 3 227 26 696 9:00 AM 12 1 2 16 1 79 65 206 8 4 166 12 572 9:15 AM 15 4 3 17 2 75 56 226 9 3 199 15 624 Volumes 115 27 25 122 15 898 512 2338 58 17 2326 150 6603 Approach %68.86 16.17 14.97 11.79 1.45 86.76 17.61 80.40 1.99 0.68 93.30 6.02 App/Depart 167 / 689 1035 / 90 2908 / 2485 2493 / 3339 Peak Volumes 53 9 10 60 6 315 232 942 30 12 793 64 2526 Approach %73.61 12.50 13.89 15.75 1.57 82.68 19.27 78.24 2.49 1.38 91.25 7.36 Pk Hr FACTOR:0.9073 AM Pk Hr at: PM 3:30 PM 11 3 2 22 1 84 69 221 12 5 192 15 637 3:45 PM 8 3 4 19 3 69 85 193 7 4 195 26 616 4:00 PM 10 1 1 20 4 81 93 229 8 3 204 16 670 4:15 PM 7 3 4 31 4 75 108 235 14 2 214 25 722 4:30 PM 11 1 1 26 2 89 81 278 18 1 201 20 729 4:45 PM 5 3 2 25 4 93 106 243 13 4 191 13 702 5:00 PM 9 2 4 18 4 75 102 257 10 2 294 22 799 5:15 PM 5 5 3 24 1 106 132 277 11 4 263 35 866 5:30 PM 10 2 5 28 0 83 115 272 15 5 244 19 798 5:45 PM 7 7 1 13 1 64 101 290 14 3 238 24 763 6:00 PM 9 1 3 25 1 76 106 228 13 4 212 17 695 6:15 PM 8 1 2 20 1 87 79 255 17 5 194 18 687 Volumes 100 32 32 271 26 982 1177 2978 152 42 2642 250 8684 Approach %60.98 19.51 19.51 21.19 2.03 76.78 27.33 69.14 3.53 1.43 90.05 8.52 App/Depart 164 / 1459 1279 / 220 4307 / 3281 2934 / 3724 Peak Volumes 31 16 13 83 6 328 450 1096 50 14 1039 100 3226 Approach %51.67 26.67 21.67 19.90 1.44 78.66 28.20 68.67 3.13 1.21 90.11 8.67 Pk Hr FACTOR:0.9313 PM Pk Hr at: 0.88 0.80 0.95 0.91 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.82 0.98 0.92 0.85 830 Paseo Del Norte/08/02/16 Carlsbad Poinsettia Ln. TUESDAY 16-1256-033 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 34 Intersec on Loca on: Poinse5 a Ln. & Avenida Encinas Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Poinsettia Lane at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 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 42 46 261 126 66 56 35 134 46 354 480 228 Adjusted Hourly Volume 42 46 261 126 66 56 35 180 0 354 480 228 Utilization Factor 0.02 0.02 0.15 0.07 0.03 0.03 0.02 0.03 0.00 0.10 0.12 0.13 Critical Factors 0.15 0.07 0.02 0.13 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Tuesday 648 Total Name : FDS 248 400 Subtotals 0 Sub -56 66 126 Sub - Totals totals totals Totals W E e 571 a s 786 0 35 228 s t 215 134 480 1062 t 46 354 0 1811 A North A p 749 p p p r r 42 46 261 Poinsettia Lane 0 Subtotals 154 349 Total 503 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/16 8:30 AM 7:30 AM Poinsettia Lane at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 3 0 2 2 1 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 85 98 476 266 109 64 51 203 92 447 254 293 Adjusted Hourly Volume 85 98 476 266 109 64 51 295 0 447 254 293 Utilization Factor 0.05 0.05 0.26 0.15 0.05 0.04 0.03 0.05 0.00 0.12 0.06 0.16 Critical Factors 0.26 0.15 0.03 0.16 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Poinsettia Lane and Avenida Encinas Time : to North Approach Avenida Encinas Date : Day : Tuesday 1097 Total Name : FDS 439 658 Subtotals 0 Sub -64 109 266 Sub - Totals totals totals Totals W E e 368 a s 714 1 51 293 s t 346 203 254 994 t 92 447 0 2120 A North A p 1126 p p p r r 85 98 476 Poinsettia Lane 0 Subtotals 286 659 Total 945 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/16 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 1 1 1 1 1 1 3 0 2 2 1 6:30 AM 11 5 34 19 7 5 0 13 7 38 32 40 211 6:45 AM 10 4 53 26 11 6 4 16 8 42 36 48 264 7:00 AM 3 6 43 18 12 8 4 27 16 48 52 54 291 7:15 AM 10 9 54 34 15 8 10 28 9 64 83 43 367 7:30 AM 6 16 66 23 21 12 7 20 8 91 128 56 454 7:45 AM 10 11 73 36 19 17 5 31 14 78 129 65 488 8:00 AM 10 11 52 38 15 15 9 44 11 97 137 42 481 8:15 AM 16 8 70 29 11 12 14 39 13 88 86 65 451 8:30 AM 15 11 61 48 22 20 7 41 19 73 70 64 451 8:45 AM 14 16 75 39 17 15 6 37 14 104 66 75 478 9:00 AM 9 12 86 44 21 8 9 53 11 101 52 45 451 9:15 AM 11 15 59 39 11 13 9 50 23 91 44 48 413 Volumes 125 124 726 393 182 139 84 399 153 915 915 645 4800 Approach %12.82 12.72 74.46 55.04 25.49 19.47 13.21 62.74 24.06 36.97 36.97 26.06 App/Depart 975 / 853 714 / 1250 636 / 1518 2475 / 1179 Peak Volumes 42 46 261 126 66 56 35 134 46 354 480 228 1874 Approach %12.03 13.18 74.79 50.81 26.61 22.58 16.28 62.33 21.40 33.33 45.20 21.47 Pk Hr FACTOR:0.96 AM Pk Hr at: PM 3:30 PM 15 26 126 41 25 10 14 59 20 93 61 65 555 3:45 PM 23 30 108 42 21 18 13 49 21 101 53 69 548 4:00 PM 13 21 108 50 28 17 11 57 20 102 57 59 543 4:15 PM 23 21 118 53 20 9 11 54 25 114 73 62 583 4:30 PM 16 28 123 72 29 13 10 53 25 125 55 51 600 4:45 PM 23 23 114 63 29 10 13 40 24 104 53 78 574 5:00 PM 22 14 108 55 19 22 12 63 16 108 59 90 588 5:15 PM 24 33 131 76 32 19 16 47 27 110 87 74 676 5:30 PM 19 18 118 57 25 8 12 48 21 90 75 64 555 5:45 PM 20 21 125 83 28 12 9 53 18 102 52 61 584 6:00 PM 26 22 107 35 15 9 3 55 26 107 60 59 524 6:15 PM 23 20 106 32 15 10 12 47 20 103 65 49 502 Volumes 247 277 1392 659 286 157 136 625 263 1259 750 781 6832 Approach %12.89 14.46 72.65 59.80 25.95 14.25 13.28 61.04 25.68 45.13 26.88 27.99 App/Depart 1916 / 1194 1102 / 1808 1024 / 2676 2790 / 1154 Peak Volumes 85 98 476 266 109 64 51 203 92 447 254 293 2438 Approach %12.90 14.87 72.23 60.59 24.83 14.58 14.74 58.67 26.59 44.97 25.55 29.48 Pk Hr FACTOR:0.9016 PM Pk Hr at: 0.88 0.86 0.95 0.92 430 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.86 0.81 0.96 730 Avenida Encinas 08/02/16 Carlsbad Poinsettia Ln. TUESDAY 16-1256-034 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 35 Intersec on Loca on: Melrose Dr. & Alga Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 0 2 1 1 0 Capacity 1800 6000 0 1800 6000 0 1800 0 3600 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 561 1208 10 4 634 159 133 9 454 16 43 11 Adjusted Hourly Volume 561 1218 0 4 793 0 133 0 463 16 54 0 Utilization Factor 0.31 0.20 0.00 0.00 0.13 0.00 0.07 0.00 0.13 0.01 0.03 0.00 Critical Factors 0.31 0.13 0.13 0.01 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Wednesday 2022 Total Name : FDS 797 1225 Subtotals 0 Sub -159 634 4 Sub - Totals totals totals Totals W E e 337 a s 933 2 133 11 s t 596 9 43 70 t 454 16 0 105 A North A p 35 p p p r r 561 1208 10 Alga Road 4 Subtotals 1645 1779 Total 3424 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/16 8:30 AM 7:30 AM Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 0 2 1 1 0 Capacity 1800 6000 0 1800 6000 0 1800 0 3600 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 400 734 7 24 989 129 122 31 488 20 9 7 Adjusted Hourly Volume 400 741 0 24 1118 0 122 0 519 20 16 0 Utilization Factor 0.22 0.12 0.00 0.01 0.19 0.00 0.07 0.00 0.14 0.01 0.01 0.00 Critical Factors 0.22 0.19 0.14 0.01 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Wednesday 1907 Total Name : FDS 1142 765 Subtotals 0 Sub -129 989 24 Sub - Totals totals totals Totals W E e 267 a s 908 0 122 7 s t 641 31 9 36 t 488 20 0 94 A North A p 58 p p p r r 400 734 7 Alga Road 7 Subtotals 1870 1141 Total 3011 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/14/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 3 0 1 3 0 1 0.5 1.5 1 1 0 6:30 AM 50 89 0 1 121 10 20 2 49 1 4 0 347 6:45 AM 72 116 0 3 158 20 18 1 52 7 3 0 450 7:00 AM 57 156 0 2 113 26 26 1 99 12 6 3 501 7:15 AM 124 193 2 1 174 31 28 4 133 10 4 5 709 7:30 AM 130 279 1 1 168 45 38 3 122 7 4 6 804 7:45 AM 155 304 3 1 139 43 35 2 120 0 6 4 812 8:00 AM 145 343 3 1 169 38 29 2 104 6 18 1 859 8:15 AM 131 282 3 1 158 33 31 2 108 3 15 0 767 8:30 AM 91 241 0 0 186 30 36 6 106 2 4 4 706 8:45 AM 71 150 2 0 141 25 17 2 133 4 2 0 547 9:00 AM 63 114 1 2 97 20 29 2 107 5 2 1 443 9:15 AM 59 98 0 1 109 30 28 4 87 1 3 4 424 Volumes 1148 2365 15 14 1733 351 335 31 1220 58 71 28 7369 Approach %32.54 67.04 0.43 0.67 82.60 16.73 21.12 1.95 76.92 36.94 45.22 17.83 App/Depart 3528 / 2728 2098 / 3011 1586 / 60 157 / 1570 Peak Volumes 561 1208 10 4 634 159 133 9 454 16 43 11 3242 Approach %31.53 67.90 0.56 0.50 79.55 19.95 22.32 1.51 76.17 22.86 61.43 15.71 Pk Hr FACTOR:0.9435 AM Pk Hr at: PM 3:30 PM 99 176 1 4 146 29 22 3 78 5 4 3 570 3:45 PM 93 136 3 1 167 18 22 3 96 3 1 0 543 4:00 PM 97 164 2 2 188 19 26 6 103 5 2 2 616 4:15 PM 101 185 1 2 184 26 24 0 133 3 1 1 661 4:30 PM 81 186 1 5 238 36 30 9 131 0 3 2 722 4:45 PM 79 178 1 4 215 46 28 14 128 5 4 2 704 5:00 PM 105 179 1 0 253 28 31 7 124 5 2 2 737 5:15 PM 96 201 1 2 286 24 38 2 111 6 2 3 772 5:30 PM 120 176 4 18 235 31 25 8 125 4 1 0 747 5:45 PM 105 156 2 5 204 24 17 2 124 1 2 1 643 6:00 PM 90 146 0 7 161 17 30 3 141 0 2 1 598 6:15 PM 87 128 0 2 124 24 22 2 108 1 2 5 505 Volumes 1153 2011 17 52 2401 322 315 59 1402 38 26 22 7818 Approach %36.25 63.22 0.53 1.87 86.52 11.60 17.74 3.32 78.94 44.19 30.23 25.58 App/Depart 3181 / 2348 2775 / 3841 1776 / 128 86 / 1501 Peak Volumes 400 734 7 24 989 129 122 31 488 20 9 7 2960 Approach %35.06 64.33 0.61 2.10 86.60 11.30 19.03 4.84 76.13 55.56 25.00 19.44 Pk Hr FACTOR:0.9585 PM Pk Hr at: Melrose Dr. 09/14/2016 Carlsbad Alga Rd. WEDNESDAY 16-1256-035 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.91 0.93 0.91 0.70 730 0.95 0.92 0.94 0.82 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 36 Intersec on Loca on: Jefferson St. & Marron Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Jefferson Street at Jefferson Street-Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 2 0 2 2 1 1 0 1 1 1 1 Capacity 1800 4000 0 3600 4000 1800 1800 0 1800 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 53 138 6 97 153 261 95 27 37 2 13 48 Adjusted Hourly Volume 53 144 0 97 153 261 95 0 64 2 61 0 Utilization Factor 0.03 0.04 0.00 0.03 0.04 0.15 0.05 0.00 0.04 0.00 0.03 0.00 Critical Factors 0.03 0.15 0.05 0.03 ICU Ratio = 0.36 LOS = A Turning Movements at Intersection of :Jefferson Street and Jefferson Street-Marron Road Time : to North Approach Jefferson Street-Marron Road Date : Day : Tuesday 794 Total Name : FDS 511 283 Subtotals 0 Sub -261 153 97 Sub - Totals totals totals Totals W E e 369 a s 528 0 95 48 s t 159 27 13 63 t 37 2 0 98 A North A p 35 p p p r r 53 138 6 Jefferson Street 0 Subtotals 243 197 Total 440 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/16 9:30 AM 8:30 AM Jefferson Street at Jefferson Street-Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 2 0 2 2 1 1 0 1 1 1 1 Capacity 1800 4000 0 3600 4000 1800 1800 0 1800 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 97 351 5 206 322 270 249 53 89 8 36 223 Adjusted Hourly Volume 97 356 0 206 322 270 249 0 142 8 36 120 Utilization Factor 0.05 0.09 0.00 0.06 0.08 0.15 0.14 0.00 0.08 0.00 0.02 0.07 Critical Factors 0.05 0.15 0.14 0.07 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :Jefferson Street and Jefferson Street-Marron Road Time : to North Approach Jefferson Street-Marron Road Date : Day : Tuesday 1578 Total Name : FDS 798 780 Subtotals 0 Sub -270 322 206 Sub - Totals totals totals Totals W E e 557 a s 948 0 249 223 s t 391 53 36 267 t 89 8 0 333 A North A p 66 p p p r r 97 351 5 Jefferson Street 2 Subtotals 506 453 Total 959 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/16 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 2 2 1 1 1 0 1 1 1 6:30 AM 7 9 0 6 21 95 4 1 3 0 2 5 153 6:45 AM 16 20 1 6 36 79 9 0 2 1 0 5 175 7:00 AM 10 25 0 6 19 86 10 4 2 0 2 0 164 7:15 AM 9 22 1 7 31 69 12 2 8 0 1 1 163 7:30 AM 16 19 0 6 43 95 15 2 6 0 4 8 214 7:45 AM 11 30 0 11 46 99 18 0 3 1 1 1 221 8:00 AM 10 25 1 12 31 84 14 4 9 0 2 7 199 8:15 AM 12 33 0 9 27 74 17 4 4 0 0 4 184 8:30 AM 8 33 0 18 32 66 18 7 6 0 2 5 195 8:45 AM 9 30 2 21 41 84 26 6 11 0 4 8 242 9:00 AM 16 33 3 27 30 56 22 2 8 1 3 12 213 9:15 AM 20 42 1 31 50 55 29 12 12 1 4 23 280 Volumes 144 321 9 160 407 942 194 44 74 4 25 79 2403 Approach %30.38 67.72 1.90 10.60 26.97 62.43 62.18 14.10 23.72 3.70 23.15 73.15 App/Depart 474 / 594 1509 / 485 312 / 213 108 / 1111 Peak Volumes 53 138 6 97 153 261 95 27 37 2 13 48 930 Approach %26.90 70.05 3.05 18.98 29.94 51.08 59.75 16.98 23.27 3.17 20.63 76.19 Pk Hr FACTOR:0.8304 AM Pk Hr at: PM 3:30 PM 25 82 2 68 70 60 48 7 15 1 6 47 431 3:45 PM 23 91 1 48 102 66 55 13 24 1 6 55 485 4:00 PM 27 77 1 39 78 60 48 8 22 1 5 66 432 4:15 PM 17 75 0 48 88 53 45 8 13 2 13 45 407 4:30 PM 26 90 0 58 74 53 63 17 22 2 12 63 480 4:45 PM 22 71 1 45 89 69 68 12 21 1 7 39 445 5:00 PM 26 87 2 42 77 72 64 13 29 3 9 52 476 5:15 PM 21 103 2 61 82 76 54 11 17 2 8 69 506 5:30 PM 26 96 1 49 76 41 63 10 19 0 5 53 439 5:45 PM 20 91 1 49 77 53 45 9 21 2 2 50 420 6:00 PM 27 85 1 38 88 52 62 4 21 2 5 43 428 6:15 PM 28 75 1 40 80 43 47 10 12 1 4 58 399 Volumes 288 1023 13 585 981 698 662 122 236 18 82 640 5348 Approach %21.75 77.27 0.98 25.84 43.33 30.83 64.90 11.96 23.14 2.43 11.08 86.49 App/Depart 1324 / 2325 2264 / 1235 1020 / 720 740 / 1068 Peak Volumes 95 351 5 206 322 270 249 53 89 8 36 223 1907 Approach %21.06 77.83 1.11 25.81 40.35 33.83 63.68 13.55 22.76 3.00 13.48 83.52 Pk Hr FACTOR:0.9422 PM Pk Hr at: Marron Rd. 07/12/2016 Carlsbad Jefferson St. TUESDAY 16-1256-036 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.78 0.88 0.75 0.56 830 0.89 0.91 0.92 0.84 430 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 37 Intersec on Loca on: Monroe St. & Marron Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 1 1 1 2 0 1 2 0 Capacity 1800 2000 1800 1800 2000 1800 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 93 30 70 17 8 29 19 93 81 68 83 38 Adjusted Hourly Volume 93 30 70 17 8 29 19 174 0 68 121 0 Utilization Factor 0.05 0.02 0.04 0.01 0.00 0.02 0.01 0.04 0.00 0.04 0.03 0.00 Critical Factors 0.05 0.02 0.04 0.04 ICU Ratio = 0.25 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 139 Total Name : FDS 54 85 Subtotals 0 Sub -29 8 17 Sub - Totals totals totals Totals W E e 131 a s 324 0 19 38 s t 193 93 83 189 t 81 68 0 420 A North A p 231 p p p r r 93 30 70 Marron Road 0 Subtotals 182 193 Total 375 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 7.12.16 9:30 AM 8:30 AM Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 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 131 66 98 84 72 70 57 212 136 89 274 97 Adjusted Hourly Volume 131 66 98 84 72 0 57 348 0 89 371 0 Utilization Factor 0.07 0.03 0.05 0.05 0.02 0.00 0.03 0.09 0.00 0.05 0.09 0.00 Critical Factors 0.05 0.05 0.09 0.05 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 473 Total Name : FDS 226 247 Subtotals 0 Sub -70 72 84 Sub - Totals totals totals Totals W E e 401 a s 806 0 57 97 s t 405 212 274 460 t 136 89 0 859 A North A p 399 p p p r r 131 66 98 Marron Road 0 Subtotals 339 295 Total 634 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 7.12.16 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 1 2 0 1 2 0 6:30 AM 5 2 5 5 2 3 1 13 9 9 12 4 70 6:45 AM 15 3 5 1 3 2 2 23 14 6 20 5 99 7:00 AM 18 4 7 3 1 3 1 12 10 14 15 2 90 7:15 AM 13 1 10 2 6 2 3 20 15 16 13 9 110 7:30 AM 15 5 13 3 1 3 4 15 25 16 21 3 124 7:45 AM 17 8 18 3 3 5 6 14 27 15 19 10 145 8:00 AM 22 7 14 3 2 4 4 21 14 13 15 6 125 8:15 AM 23 4 16 7 6 2 1 17 13 11 15 7 122 8:30 AM 20 5 17 2 1 6 3 17 17 15 16 7 126 8:45 AM 24 5 13 2 2 4 7 26 20 23 18 6 150 9:00 AM 21 9 20 3 1 10 2 25 14 11 20 13 149 9:15 AM 28 11 20 10 4 9 7 25 30 19 29 12 204 Volumes 221 64 158 44 32 53 41 228 208 168 213 84 1514 Approach %49.89 14.45 35.67 34.11 24.81 41.09 8.60 47.80 43.61 36.13 45.81 18.06 App/Depart 443 / 189 129 / 408 477 / 430 465 / 487 Peak Volumes 93 30 70 17 8 29 19 93 81 68 83 38 629 Approach %48.19 15.54 36.27 31.48 14.81 53.70 9.84 48.19 41.97 35.98 43.92 20.11 Pk Hr FACTOR:0.7708 AM Pk Hr at: PM 3:30 PM 28 26 18 26 13 15 6 53 23 13 67 25 313 3:45 PM 29 18 20 19 14 12 16 75 38 20 55 31 347 4:00 PM 22 16 16 17 15 14 13 53 34 20 64 27 311 4:15 PM 25 18 26 19 19 13 15 50 38 18 53 37 331 4:30 PM 26 17 24 28 15 30 12 51 24 25 64 15 331 4:45 PM 28 11 18 17 9 11 13 63 38 18 50 23 299 5:00 PM 39 20 24 27 18 16 11 54 37 17 63 18 344 5:15 PM 30 16 26 19 15 23 14 57 34 25 74 24 357 5:30 PM 39 10 27 24 16 15 16 53 30 22 68 23 343 5:45 PM 23 20 21 14 23 16 16 48 35 25 69 32 342 6:00 PM 30 17 27 18 19 22 4 64 32 19 61 24 337 6:15 PM 17 11 21 14 12 16 13 48 33 19 72 28 304 Volumes 336 200 268 242 188 203 149 669 396 241 760 307 3959 Approach %41.79 24.88 33.33 38.23 29.70 32.07 12.27 55.11 32.62 18.43 58.10 23.47 App/Depart 804 / 656 633 / 825 1214 / 1179 1308 / 1299 Peak Volumes 131 66 98 84 72 70 57 212 136 89 274 97 1386 Approach %44.41 22.37 33.22 37.17 31.86 30.97 14.07 52.35 33.58 19.35 59.57 21.09 Pk Hr FACTOR:0.9706 PM Pk Hr at: 0.89 0.93 0.96 0.91 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.82 0.59 0.78 0.79 830 Monroe St. 07/12/2016 Carlsbad Marron Rd. TUESDAY 16-1256-037 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 38 Intersec on Loca on: Cannon Rd. & Paseo Del Norte Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Cannon Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 2 0 1 0 0 0 0 2 0 1 3 0 Capacity 3600 0 1800 0 0 0 0 4000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 93 0 70 0 0 0 0 1105 341 78 546 0 Adjusted Hourly Volume 93 0 0 0 0 0 0 1446 0 78 546 0 Utilization Factor 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.36 0.00 0.04 0.09 0.00 Critical Factors 0.03 0.00 0.00 0.36 0.04 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :Cannon Road and Paseo Del Norte Time : to North Approach Paseo Del Norte Date : Day : Wednesday 0 Total Name : FDS 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 546 a s 1992 0 0 0 s t 1446 1105 546 624 t 341 78 1 1876 A North A p 1252 p p p r r 93 0 70 Cannon Road 0 Subtotals 435 163 Total 598 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/16 8:30 AM 7:30 AM Cannon Road at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 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 449 0 177 0 0 0 0 745 307 95 1329 0 Adjusted Hourly Volume 449 0 82 0 0 0 0 1052 0 95 1329 0 Utilization Factor 0.12 0.00 0.05 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 : Wednesday 0 Total Name : FDS 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1329 a s 2381 0 0 0 s t 1052 745 1329 1424 t 307 95 0 2441 A North A p 1017 p p p r r 449 0 177 Cannon Road 0 Subtotals 756 626 Total 1382 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 0 1 0 0 0 0 2 0 1 3 0 6:30 AM 7 0 0 0 0 0 0 91 34 15 89 0 236 6:45 AM 6 0 1 0 0 0 0 194 68 19 154 0 442 7:00 AM 9 0 2 0 0 0 0 140 70 26 141 0 388 7:15 AM 11 0 5 0 0 0 0 194 81 19 117 0 427 7:30 AM 24 0 16 0 0 0 0 269 94 25 139 0 567 7:45 AM 22 0 13 0 0 0 0 326 103 24 135 0 623 8:00 AM 17 0 16 0 0 0 0 269 89 17 123 0 531 8:15 AM 30 0 25 0 0 0 0 241 55 12 149 0 512 8:30 AM 24 0 12 0 0 0 0 227 71 19 135 0 488 8:45 AM 25 0 25 0 0 0 0 305 93 14 128 0 590 9:00 AM 46 0 30 0 0 0 0 264 83 20 121 0 564 9:15 AM 35 0 37 0 0 0 0 268 88 17 122 0 567 Volumes 256 0 182 0 0 0 0 2788 929 227 1553 0 5935 Approach %58.45 0.00 41.55 #DIV/0! #DIV/0! #DIV/0! 0.00 75.01 24.99 12.75 87.25 0.00 App/Depart 438 / 0 0 / 1156 3717 / 2970 1780 / 1809 Peak Volumes 93 0 70 0 0 0 0 1105 341 78 546 0 2233 Approach %57.06 0.00 42.94 #DIV/0! #DIV/0! #DIV/0! 0.00 76.42 23.58 12.50 87.50 0.00 Pk Hr FACTOR:0.8961 AM Pk Hr at: PM 3:30 PM 90 0 30 0 0 0 0 168 54 19 227 0 588 3:45 PM 85 0 33 0 0 0 0 146 95 26 229 0 614 4:00 PM 101 0 46 0 0 0 0 191 81 18 249 0 686 4:15 PM 96 0 46 0 0 0 0 183 71 25 250 0 671 4:30 PM 130 0 54 0 0 0 0 177 79 17 259 0 716 4:45 PM 81 0 38 0 0 0 0 203 71 30 287 0 710 5:00 PM 125 0 51 0 0 0 0 173 82 18 344 0 793 5:15 PM 128 0 46 0 0 0 0 177 82 28 357 0 818 5:30 PM 115 0 42 0 0 0 0 192 72 19 341 0 781 5:45 PM 101 0 30 0 0 0 0 182 62 17 311 0 703 6:00 PM 118 0 26 0 0 0 0 157 71 21 284 0 677 6:15 PM 100 0 21 0 0 0 0 152 47 28 241 0 589 Volumes 1270 0 463 0 0 0 0 2101 867 266 3379 0 8346 Approach %73.28 0.00 26.72 #DIV/0! #DIV/0! #DIV/0! 0.00 70.79 29.21 7.30 92.70 0.00 App/Depart 1733 / 0 0 / 1133 2968 / 2564 3645 / 4649 Peak Volumes 449 0 177 0 0 0 0 745 307 95 1329 0 3102 Approach %71.73 0.00 28.27 #DIV/0! #DIV/0! #DIV/0! 0.00 70.82 29.18 6.67 93.33 0.00 Pk Hr FACTOR:0.948 PM Pk Hr at: Paseo Del Norte 07/20/2016 Carlsbad Cannon Rd. WEDNESDAY 16-1256-038 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.74 0.00 0.84 0.95 730 0.89 0.00 0.96 0.92 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 39 Intersec on Loca on: Cannon Rd. & Faraday Ave. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary Cannon Road at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 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 0 0 1 1 1 1 1 2 0 Capacity 3600 0 0 0 0 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 160 2 12 0 3 5 4 177 528 59 732 7 Adjusted Hourly Volume 174 0 0 0 0 8 4 177 528 59 739 0 Utilization Factor 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.29 0.03 0.18 0.00 Critical Factors 0.05 0.00 0.29 0.03 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day : Thursday 17 Total Name : FDS 8 9 Subtotals 0 Sub -5 3 0 Sub - Totals totals totals Totals W E e 741 a s 1450 0 4 7 s t 709 177 732 798 t 528 59 0 1046 A North A p 248 p p p r r 160 2 12 Cannon Road 0 Subtotals 691 174 Total 865 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/16 8:30 AM 7:30 AM Cannon Road at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 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 575 3 78 4 3 1 4 871 203 11 384 4 Adjusted Hourly Volume 656 0 0 8 3 0 4 871 203 11 388 0 Utilization Factor 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.00 0.01 0.10 0.00 Critical Factors 0.18 0.00 0.22 0.01 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :Cannon Road and Faraday Avenue Time : to North Approach Faraday Avenue Date : Day : Thursday 22 Total Name : FDS 8 14 Subtotals 0 Sub -1 3 4 Sub - Totals totals totals Totals W E e 386 a s 1464 3 4 4 s t 1078 871 384 399 t 203 11 1 1358 A North A p 959 p p p r r 575 3 78 Cannon Road 0 Subtotals 782 656 Total 1438 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/16 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 1 0 1.3 0.3 0.3 1 2 0 1 2 0 6:30 AM 0 0 0 39 0 6 0 168 1 0 30 37 281 6:45 AM 1 0 0 26 0 0 1 231 2 0 29 55 345 7:00 AM 0 0 1 47 2 0 8 161 2 0 34 61 316 7:15 AM 0 0 2 31 0 3 9 216 0 1 33 69 364 7:30 AM 0 1 2 46 1 5 13 202 0 1 43 112 426 7:45 AM 0 0 2 34 1 0 18 221 3 0 44 142 465 8:00 AM 0 1 1 42 0 4 11 150 2 0 48 143 402 8:15 AM 0 1 0 38 0 3 17 159 2 3 42 131 396 8:30 AM 2 1 2 32 2 4 8 133 5 2 62 118 371 8:45 AM 1 1 1 39 2 1 6 152 3 1 55 107 369 9:00 AM 0 1 0 41 2 0 9 130 1 3 62 83 332 9:15 AM 1 1 3 43 1 4 1 104 1 0 70 64 293 Volumes 5 7 14 458 11 30 101 2027 22 11 552 1122 4360 Approach %19.23 26.92 53.85 91.78 2.20 6.01 4.70 94.28 1.02 0.65 32.76 66.59 App/Depart 26 / 1230 499 / 44 2150 / 2499 1685 / 587 Peak Volumes 0 3 5 160 2 12 59 732 7 4 177 528 1689 Approach %0.00 37.50 62.50 91.95 1.15 6.90 7.39 91.73 0.88 0.56 24.96 74.47 Pk Hr FACTOR:0.9081 AM Pk Hr at: PM 3:30 PM 0 0 1 82 0 5 1 86 2 0 208 42 427 3:45 PM 1 0 1 58 0 1 2 97 0 2 164 33 359 4:00 PM 0 0 2 102 0 8 4 101 0 2 183 42 444 4:15 PM 1 0 0 91 0 10 6 105 0 1 186 43 443 4:30 PM 1 0 1 131 0 10 4 101 0 2 203 54 507 4:45 PM 1 2 0 116 1 19 2 81 0 0 200 53 475 5:00 PM 1 0 0 172 0 23 6 90 1 1 228 42 564 5:15 PM 1 0 0 159 1 12 1 113 1 1 219 66 574 5:30 PM 1 1 1 128 1 24 2 100 2 0 224 42 526 5:45 PM 2 1 0 105 1 10 3 87 1 1 210 28 449 6:00 PM 0 0 0 102 0 7 4 79 0 0 181 31 404 6:15 PM 1 0 0 81 0 7 3 76 1 0 166 25 360 Volumes 10 4 6 1327 4 136 38 1116 8 10 2372 501 5532 Approach %50.00 20.00 30.00 90.46 0.27 9.27 3.27 96.04 0.69 0.35 82.28 17.38 App/Depart 20 / 543 1467 / 22 1162 / 2449 2883 / 2518 Peak Volumes 4 3 1 575 3 78 11 384 4 2 871 203 2139 Approach %50.00 37.50 12.50 87.65 0.46 11.89 2.76 96.24 1.00 0.19 80.95 18.87 Pk Hr FACTOR:0.9316 PM Pk Hr at: 0.940.870.67 0.84 445 0.930.820.67 0.84 730 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Faraday Ave.07/21/2016 Carlsbad Cannon Rd.THURSDAY 16-1256-039 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 40 Intersec on Loca on: College Blvd. & Carlsbad Village Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary College Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0 2 0 1 1 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 48 353 2 6 1335 193 218 3 71 4 2 12 Adjusted Hourly Volume 48 355 0 6 1528 0 221 0 23 4 0 14 Utilization Factor 0.03 0.09 0.00 0.00 0.38 0.00 0.06 0.00 0.01 0.00 0.00 0.01 Critical Factors 0.03 0.38 0.06 0.01 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day : Tuesday 1904 Total Name : FDS 1534 370 Subtotals 1 Sub -193 1335 6 Sub - Totals totals totals Totals W E e 413 a s 705 0 218 12 s t 292 3 2 18 t 71 4 0 28 A North A p 10 p p p r r 48 353 2 Carlsbad Village Drive 0 Subtotals 1454 403 Total 1857 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/16 8:30 AM 7:30 AM College Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0 2 0 1 1 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 109 1354 5 10 458 347 247 9 83 1 13 8 Adjusted Hourly Volume 109 1359 0 10 805 0 256 0 0 1 21 0 Utilization Factor 0.06 0.34 0.00 0.01 0.20 0.00 0.07 0.00 0.00 0.00 0.01 0.00 Critical Factors 0.34 0.01 0.07 0.01 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive Time : to North Approach College Boulevard Date : Day : Tuesday 2185 Total Name : FDS 815 1370 Subtotals 2 Sub -347 458 10 Sub - Totals totals totals Totals W E e 607 a s 946 0 247 8 s t 339 9 13 22 t 83 1 0 39 A North A p 17 p p p r r 109 1354 5 Carlsbad Village Drive 0 Subtotals 650 1468 Total 2118 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:1 2 0 1 2 0 1.5 0.5 1 1 1 0 6:30 AM 0 35 1 0 305 23 25 2 13 0 1 4 409 6:45 AM 6 49 0 1 347 41 27 2 14 0 0 0 487 7:00 AM 7 58 0 0 298 41 35 0 7 1 0 2 449 7:15 AM 3 76 0 0 356 39 25 0 13 0 0 3 515 7:30 AM 7 81 0 2 390 40 53 1 8 1 1 4 588 7:45 AM 12 100 2 2 396 52 55 0 25 1 0 3 648 8:00 AM 9 94 0 1 264 48 53 0 18 1 1 2 491 8:15 AM 20 78 0 1 285 53 57 2 20 1 0 3 520 8:30 AM 5 93 0 1 266 52 55 0 27 0 0 2 501 8:45 AM 17 97 2 1 244 61 40 0 24 2 2 3 493 9:00 AM 5 121 0 4 164 48 43 1 17 1 1 2 407 9:15 AM 10 91 0 4 183 40 53 3 13 4 2 2 405 Volumes 101 973 5 17 3498 538 521 11 199 12 8 30 5913 Approach %9.36 90.18 0.46 0.42 86.31 13.27 71.27 1.50 27.22 24.00 16.00 60.00 App/Depart 1079 / 1524 4053 / 3709 731 / 33 50 / 647 Peak Volumes 48 353 2 6 1335 193 218 3 71 4 2 12 2247 Approach %11.91 87.59 0.50 0.39 87.03 12.58 74.66 1.03 24.32 22.22 11.11 66.67 Pk Hr FACTOR:0.8669 AM Pk Hr at: PM 3:30 PM 22 249 1 0 123 74 77 1 18 1 0 2 568 3:45 PM 30 279 3 1 110 64 64 2 13 0 3 3 572 4:00 PM 22 240 2 3 139 88 67 2 17 0 2 1 583 4:15 PM 22 288 1 4 115 70 64 2 10 1 0 4 581 4:30 PM 23 284 0 1 125 96 52 1 16 2 1 1 602 4:45 PM 26 324 1 1 104 90 54 0 21 0 5 2 628 5:00 PM 21 325 0 1 125 93 58 3 18 0 1 1 646 5:15 PM 24 394 2 1 102 77 67 2 21 0 1 3 694 5:30 PM 38 311 2 7 127 87 68 4 23 1 6 2 676 5:45 PM 29 251 2 2 125 83 67 1 18 0 1 1 580 6:00 PM 19 251 1 1 84 75 83 6 17 1 2 0 540 6:15 PM 27 245 3 1 37 62 74 0 18 1 2 5 475 Volumes 303 3441 18 23 1316 959 795 24 210 7 24 25 7145 Approach %8.05 91.47 0.48 1.00 57.27 41.73 77.26 2.33 20.41 12.50 42.86 44.64 App/Depart 3762 / 4261 2298 / 1533 1029 / 65 56 / 1286 Peak Volumes 109 1354 5 10 458 347 247 9 83 1 13 8 2644 Approach %7.43 92.23 0.34 1.23 56.20 42.58 72.86 2.65 24.48 4.55 59.09 36.36 Pk Hr FACTOR:0.9524 PM Pk Hr at: College Blvd. 07/19/2016 Carlsbad Carlsbad Village Dr. TUESDAY 16-1256-040 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.88 0.85 0.91 0.75 730 0.87 0.92 0.89 0.61 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 41 Intersec on Loca on: College Blvd. & Faraday Ave. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 2 1 1 2 2 0 1 2 0 1 2 0 Capacity 3600 2000 1800 3600 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 194 168 272 167 305 76 41 368 119 141 354 46 Adjusted Hourly Volume 194 440 272 167 381 0 41 368 119 141 400 0 Utilization Factor 0.05 0.22 0.15 0.05 0.10 0.00 0.02 0.09 0.00 0.08 0.10 0.00 Critical Factors 0.22 0.05 0.09 0.08 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Thursday 928 Total Name : FDS 548 380 Subtotals 1 Sub -76 305 167 Sub - Totals totals totals Totals W E e 471 a s 999 0 41 46 s t 528 368 354 541 t 119 141 0 1323 A North A p 782 p p p r r 194 168 272 Faraday Avenue 0 Subtotals 618 634 Total 1252 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/16 8:45 AM 7:45 AM College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 2 2 0 2 2 0 1 2 0 1 2 0 Capacity 3600 4000 0 3600 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 132 288 109 17 181 55 50 458 223 235 435 146 Adjusted Hourly Volume 132 397 0 17 236 0 50 458 223 235 581 0 Utilization Factor 0.04 0.10 0.00 0.00 0.06 0.00 0.03 0.11 0.00 0.13 0.15 0.00 Critical Factors 0.10 0.00 0.11 0.13 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Thursday 704 Total Name : FDS 253 451 Subtotals 0 Sub -55 181 17 Sub - Totals totals totals Totals W E e 540 a s 1271 0 50 146 s t 731 458 435 816 t 223 235 0 1618 A North A p 802 p p p r r 132 288 109 Faraday Avenue 0 Subtotals 536 529 Total 1065 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:2 2 0 2 2 0 1 2 0 1 2 0 6:30 AM 18 16 21 14 33 10 4 30 12 23 41 4 226 6:45 AM 24 13 26 38 49 14 3 34 9 31 56 14 311 7:00 AM 24 15 33 23 52 17 4 50 11 20 69 8 326 7:15 AM 29 20 42 31 59 14 2 51 25 17 62 11 363 7:30 AM 41 34 55 33 69 13 5 76 18 24 72 11 451 7:45 AM 50 33 87 53 101 15 10 98 33 31 85 14 610 8:00 AM 53 43 63 45 58 21 7 99 26 46 94 13 568 8:15 AM 46 38 65 29 62 20 4 83 35 39 69 11 501 8:30 AM 45 54 57 40 84 20 20 88 25 25 106 8 572 8:45 AM 51 38 53 24 75 17 11 86 15 34 104 4 512 9:00 AM 48 40 64 26 45 13 13 73 14 24 101 7 468 9:15 AM 44 28 51 25 42 12 3 64 16 37 96 11 429 Volumes 473 372 617 381 729 186 86 832 239 351 955 116 5337 Approach %32.35 25.44 42.20 29.40 56.25 14.35 7.43 71.91 20.66 24.68 67.16 8.16 App/Depart 1462 / 574 1296 / 1319 1157 / 1830 1422 / 1614 Peak Volumes 194 168 272 167 305 76 41 368 119 141 354 46 2251 Approach %30.60 26.50 42.90 30.47 55.66 13.87 7.77 69.70 22.54 26.06 65.43 8.50 Pk Hr FACTOR:0.9225 AM Pk Hr at: PM 3:30 PM 27 69 15 6 43 9 12 65 31 29 65 39 410 3:45 PM 27 51 25 7 39 9 9 65 32 25 59 23 371 4:00 PM 19 85 16 0 31 11 11 66 37 52 58 34 420 4:15 PM 22 61 20 3 34 8 9 65 34 29 63 18 366 4:30 PM 28 76 24 6 35 12 5 101 34 49 100 27 497 4:45 PM 37 64 22 6 43 11 11 112 47 54 94 21 522 5:00 PM 30 87 26 5 51 15 14 134 63 82 149 70 726 5:15 PM 34 89 30 2 40 14 13 115 60 53 98 27 575 5:30 PM 31 48 31 4 47 15 12 97 53 46 94 28 506 5:45 PM 22 62 27 5 35 8 8 94 39 32 83 25 440 6:00 PM 19 50 20 3 34 6 16 76 25 37 47 14 347 6:15 PM 13 61 14 1 34 10 10 42 23 40 47 12 307 Volumes 309 803 270 48 466 128 130 1032 478 528 957 338 5487 Approach %22.36 58.10 19.54 7.48 72.59 19.94 7.93 62.93 29.15 28.96 52.50 18.54 App/Depart 1382 / 1271 642 / 1472 1640 / 1350 1823 / 1394 Peak Volumes 132 288 109 17 181 55 50 458 223 235 435 146 2329 Approach %24.95 54.44 20.60 6.72 71.54 21.74 6.84 62.65 30.51 28.80 53.31 17.89 Pk Hr FACTOR:0.802 PM Pk Hr at: College Blvd. 07/21/2016 Carlsbad Faraday Ave. THURSDAY 16-1256-041 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.93 0.81 0.94 0.88 745 0.86 0.89 0.87 0.68 445 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 42 Intersec on Loca on: I-5 SB Ramps & Carlsbad Village Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:30 AM to 9:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 0 0 0 2 0 2 0 1 2 0 Capacity 0 0 0 0 0 3600 0 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 90 0 339 0 475 250 181 674 0 Adjusted Hourly Volume 0 0 0 0 0 429 0 725 0 181 674 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.18 0.00 0.10 0.17 0.00 Critical Factors 0.00 0.12 0.18 0.10 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 519 Total Name : FDS 429 90 Subtotals 0 Sub -339 0 90 Sub - Totals totals totals Totals W E e 1013 a s 1738 0 0 0 s t 725 475 674 855 t 250 181 0 1511 A North A p 656 p p p r r 0 0 0 Carlsbad Village Drive 0 Subtotals 250 0 Total 250 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 9:30 AM 8:30 AM I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 3:45 PM to 4:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 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 0 137 2 418 0 839 339 152 733 0 Adjusted Hourly Volume 0 0 0 0 0 557 0 1178 0 152 733 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.15 0.00 0.29 0.00 0.08 0.18 0.00 Critical Factors 0.00 0.15 0.29 0.08 ICU Ratio = 0.62 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 : Thursday 694 Total Name : FDS 557 137 Subtotals 0 Sub -418 2 137 Sub - Totals totals totals Totals W E e 1151 a s 2329 0 0 0 s t 1178 839 733 885 t 339 152 0 1876 A North A p 991 p p p r r 0 0 0 Carlsbad Village Drive 0 Subtotals 341 0 Total 341 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 4:45 PM 3:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 0.33 0.33 1.33 0 2 0 1 2 0 6:30 AM 0 0 0 7 0 31 0 56 32 47 70 0 243 6:45 AM 0 0 0 14 0 47 0 69 35 48 87 0 300 7:00 AM 0 0 0 17 0 46 0 87 42 46 78 0 316 7:15 AM 0 0 0 19 0 60 0 82 41 41 89 0 332 7:30 AM 0 0 0 8 0 62 0 90 65 55 105 0 385 7:45 AM 0 0 0 22 0 82 0 99 57 63 133 0 456 8:00 AM 0 0 0 16 0 79 0 105 53 52 139 0 444 8:15 AM 0 0 0 16 0 69 0 124 44 59 120 0 432 8:30 AM 0 0 0 18 0 97 0 105 58 42 129 0 449 8:45 AM 0 0 0 32 0 89 0 116 64 42 209 0 552 9:00 AM 0 0 0 15 0 72 0 124 66 50 185 0 512 9:15 AM 0 0 0 25 0 81 0 130 62 47 151 0 496 Volumes 0 0 0 209 0 815 0 1187 619 592 1495 0 4917 Approach %#DIV/0! #DIV/0! #DIV/0! 20.41 0.00 79.59 0.00 65.73 34.27 28.37 71.63 0.00 App/Depart 0 / 0 1024 / 1211 1806 / 1396 2087 / 2310 Peak Volumes 0 0 0 90 0 339 0 475 250 181 674 0 2009 Approach %#DIV/0! #DIV/0! #DIV/0! 20.98 0.00 79.02 0.00 65.52 34.48 21.17 78.83 0.00 Pk Hr FACTOR:0.9099 AM Pk Hr at: PM 3:30 PM 0 0 0 33 0 112 0 198 69 34 211 0 657 3:45 PM 0 0 0 30 1 105 0 235 96 39 169 0 675 4:00 PM 0 0 0 32 1 108 0 202 87 39 170 0 639 4:15 PM 0 0 0 42 0 93 0 204 87 40 183 0 649 4:30 PM 0 0 0 21 1 102 0 201 72 22 194 0 613 4:45 PM 0 0 0 29 0 82 0 182 90 49 183 0 615 5:00 PM 0 0 0 37 0 94 0 210 105 38 186 0 670 5:15 PM 0 0 0 31 0 110 0 221 66 33 186 0 647 5:30 PM 0 0 0 39 0 96 0 209 76 36 168 0 624 5:45 PM 0 0 0 30 2 101 0 192 78 39 146 0 588 6:00 PM 0 0 0 20 0 103 0 197 76 42 173 0 611 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 Volumes 0 0 0 383 5 1194 0 2440 985 440 2161 0 7608 Approach %#DIV/0! #DIV/0! #DIV/0! 24.21 0.32 75.47 0.00 71.24 28.76 16.92 83.08 0.00 App/Depart 0 / 0 1582 / 1430 3425 / 2823 2601 / 3355 Peak Volumes 0 0 0 137 2 418 0 839 339 152 733 0 2620 Approach %#DIV/0! #DIV/0! #DIV/0! 24.60 0.36 75.04 0.00 71.22 28.78 17.18 82.82 0.00 Pk Hr FACTOR:0.9704 PM Pk Hr at: 0.00 0.96 0.89 0.90 330 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.89 0.94 0.85 830 I-5 SB Ramps 07/14/2016 Carlsbad Carlsbad Village Dr. THURSDAY 16-1256-042 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 43 Intersec on Loca on: I-5 NB Ramps & Carlsbad Village Dr. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:15 AM to 9:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 1 0 0 0 1 2 0 0 2 0 Capacity 1800 0 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 352 3 162 0 0 0 271 276 0 0 474 145 Adjusted Hourly Volume 355 0 162 0 0 0 271 276 0 0 619 0 Utilization Factor 0.20 0.00 0.09 0.00 0.00 0.00 0.15 0.07 0.00 0.00 0.15 0.00 Critical Factors 0.20 0.00 0.00 0.15 0.15 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 148 Total Name : FDS 0 148 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 745 a s 1292 0 271 145 s t 547 276 474 619 t 0 0 0 1057 A North A p 438 p p p r r 352 3 162 Carlsbad Village Drive 0 Subtotals 352 517 Total 869 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 9:15 AM 8:15 AM I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 1 0 0 0 1 2 0 0 2 0 Capacity 1800 0 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 320 1 213 0 0 0 406 517 0 0 581 169 Adjusted Hourly Volume 321 0 213 0 0 0 406 517 0 0 750 0 Utilization Factor 0.18 0.00 0.12 0.00 0.00 0.00 0.23 0.13 0.00 0.00 0.19 0.00 Critical Factors 0.18 0.00 0.00 0.23 0.19 ICU Ratio = 0.70 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 : Thursday 170 Total Name : FDS 0 170 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 987 a s 1910 0 406 169 s t 923 517 581 750 t 0 0 0 1480 A North A p 730 p p p r r 320 1 213 Carlsbad Village Drive 0 Subtotals 320 534 Total 854 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/16 5:30 PM 4:30 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 1 0 0 0 1 2 0 0 2 0 6:30 AM 22 0 19 0 0 0 43 25 0 0 97 30 236 6:45 AM 33 0 16 0 0 0 47 31 0 0 101 29 257 7:00 AM 25 1 15 0 0 0 78 29 0 0 97 30 275 7:15 AM 43 0 20 0 0 0 47 47 0 0 102 30 289 7:30 AM 33 1 29 0 0 0 56 39 0 0 111 33 302 7:45 AM 76 0 30 0 0 0 64 53 0 0 140 30 393 8:00 AM 65 0 35 0 0 0 65 47 0 0 117 29 358 8:15 AM 55 0 35 0 0 0 70 78 0 0 116 36 390 8:30 AM 82 2 45 0 0 0 67 45 0 0 92 38 371 8:45 AM 116 0 42 0 0 0 66 76 0 0 127 33 460 9:00 AM 99 1 40 0 0 0 68 77 0 0 139 38 462 9:15 AM 77 0 34 0 0 0 65 65 0 0 98 30 369 Volumes 726 5 360 0 0 0 736 612 0 0 1337 386 4162 Approach %66.54 0.46 33.00 #DIV/0! #DIV/0! #DIV/0! 54.60 45.40 0.00 0.00 77.60 22.40 App/Depart 1091 / 1127 0 / 0 1348 / 972 1723 / 2063 Peak Volumes 352 3 162 0 0 0 271 276 0 0 474 145 1683 Approach %68.09 0.58 31.33 #DIV/0! #DIV/0! #DIV/0! 49.54 50.46 0.00 0.00 76.58 23.42 Pk Hr FACTOR:0.9107 AM Pk Hr at: PM 3:30 PM 82 1 42 0 0 0 82 133 0 0 127 34 501 3:45 PM 97 0 53 0 0 0 90 140 0 0 157 24 561 4:00 PM 66 0 33 0 0 0 109 153 0 0 128 47 536 4:15 PM 82 4 47 0 0 0 92 136 0 0 125 43 529 4:30 PM 75 1 53 0 0 0 104 144 0 0 146 33 556 4:45 PM 86 0 62 0 0 0 98 123 0 0 136 31 536 5:00 PM 73 0 52 0 0 0 103 113 0 0 160 64 565 5:15 PM 86 0 46 0 0 0 101 137 0 0 139 41 550 5:30 PM 85 0 45 0 0 0 110 142 0 0 133 34 549 5:45 PM 52 0 51 0 0 0 105 145 0 0 136 44 533 6:00 PM 65 0 56 0 0 0 105 124 0 0 128 48 526 6:15 PM 87 0 44 0 0 0 97 117 0 0 126 27 498 Volumes 936 6 584 0 0 0 1196 1607 0 0 1641 470 6440 Approach %61.34 0.39 38.27 #DIV/0! #DIV/0! #DIV/0! 42.67 57.33 0.00 0.00 77.74 22.26 App/Depart 1526 / 1672 0 / 0 2803 / 2191 2111 / 2577 Peak Volumes 320 1 213 0 0 0 406 517 0 0 581 169 2207 Approach %59.93 0.19 39.89 #DIV/0! #DIV/0! #DIV/0! 43.99 56.01 0.00 0.00 77.47 22.53 Pk Hr FACTOR:0.9765 PM Pk Hr at: I-5 NB Ramps 07/14/2016 Carlsbad Carlsbad Village Dr. THURSDAY 16-1256-043 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.82 0.00 0.92 0.87 815 0.90 0.00 0.93 0.84 430 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 44 Intersec on Loca on: I-5 SB Ramps & Tamarack Ave. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary I-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 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 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 0 1 0 1 0 2 1 1 2 0 Capacity 0 0 0 1800 0 1800 0 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 144 3 145 0 429 315 388 426 0 Adjusted Hourly Volume 0 0 0 147 0 145 0 429 315 388 426 0 Utilization Factor 0.00 0.00 0.00 0.08 0.00 0.08 0.00 0.11 0.18 0.22 0.11 0.00 Critical Factors 0.00 0.00 0.08 0.18 0.22 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Tamarack Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 436 Total Name : FDS 292 144 Subtotals 0 Sub -145 3 144 Sub - Totals totals totals Totals W E e 571 a s 1315 0 0 0 s t 744 429 426 814 t 315 388 0 1631 A North A p 817 p p p r r 0 0 0 Tamarack Avenue 0 Subtotals 318 0 Total 318 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/15 8:15 AM 7:15 AM I-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 0 0 0 1 0 1 0 2 1 1 2 0 Capacity 0 0 0 1800 0 1800 0 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 193 0 242 0 380 219 198 461 0 Adjusted Hourly Volume 0 0 0 193 0 242 0 380 219 198 461 0 Utilization Factor 0.00 0.00 0.00 0.11 0.00 0.13 0.00 0.10 0.12 0.11 0.12 0.00 Critical Factors 0.00 0.13 0.12 0.11 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Tamarack Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 628 Total Name : FDS 435 193 Subtotals 0 Sub -242 0 193 Sub - Totals totals totals Totals W E e 703 a s 1302 0 0 0 s t 599 380 461 659 t 219 198 0 1237 A North A p 578 p p p r r 0 0 0 Tamarack Avenue 0 Subtotals 219 0 Total 219 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/15 6:15 PM 5:15 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 0.5 0.5 1 0 2 1 1 2 0 6:30 AM 0 0 0 16 0 25 0 46 84 59 38 0 268 6:45 AM 0 0 0 16 0 19 0 61 77 83 46 0 302 7:00 AM 0 0 0 36 0 26 0 67 85 107 58 0 379 7:15 AM 0 0 0 34 1 36 0 99 67 114 106 0 457 7:30 AM 0 0 0 40 0 33 0 114 80 101 110 0 478 7:45 AM 0 0 0 36 1 34 0 108 83 79 112 0 453 8:00 AM 0 0 0 34 1 42 0 108 85 94 98 0 462 8:15 AM 0 0 0 24 0 28 0 82 77 70 68 0 349 8:30 AM 0 0 0 17 0 38 0 80 67 79 61 0 342 8:45 AM 0 0 0 30 1 24 0 72 85 67 62 0 341 9:00 AM 0 0 0 26 0 32 0 61 70 57 76 0 322 9:15 AM 0 0 0 30 1 18 0 59 74 56 55 0 293 Volumes 0 0 0 339 5 355 0 957 934 966 890 0 4446 Approach %#DIV/0! #DIV/0! #DIV/0! 48.50 0.72 50.79 0.00 50.61 49.39 52.05 47.95 0.00 App/Depart 0 / 0 699 / 1905 1891 / 1296 1856 / 1245 Peak Volumes 0 0 0 144 3 145 0 429 315 388 426 0 1850 Approach %#DIV/0! #DIV/0! #DIV/0! 49.32 1.03 49.66 0.00 57.66 42.34 47.67 52.33 0.00 Pk Hr FACTOR:0.9676 AM Pk Hr at: PM 3:30 PM 0 0 0 38 0 41 0 74 56 68 87 0 364 3:45 PM 0 0 0 40 3 42 0 96 49 59 113 0 402 4:00 PM 0 0 0 40 2 49 0 90 57 65 87 0 390 4:15 PM 0 0 0 51 0 43 0 83 53 48 100 0 378 4:30 PM 0 0 0 60 0 54 0 98 50 61 73 0 396 4:45 PM 0 0 0 51 0 57 0 99 53 55 88 0 403 5:00 PM 0 0 0 52 0 47 0 92 52 62 114 0 419 5:15 PM 0 0 0 50 0 64 0 85 52 42 129 0 422 5:30 PM 0 0 0 57 0 52 0 94 58 44 112 0 417 5:45 PM 0 0 0 44 0 59 0 102 49 54 120 0 428 6:00 PM 0 0 0 42 0 67 0 99 60 58 100 0 426 6:15 PM 0 0 0 47 0 55 0 86 46 50 105 0 389 Volumes 0 0 0 572 5 630 0 1098 635 666 1228 0 4834 Approach %#DIV/0! #DIV/0! #DIV/0! 47.39 0.41 52.20 0.00 63.36 36.64 35.16 64.84 0.00 App/Depart 0 / 0 1207 / 1306 1733 / 1670 1894 / 1858 Peak Volumes 0 0 0 193 0 242 0 380 219 198 461 0 1693 Approach %#DIV/0! #DIV/0! #DIV/0! 44.37 0.00 55.63 0.00 63.44 36.56 30.05 69.95 0.00 Pk Hr FACTOR:0.9889 PM Pk Hr at: 0.00 0.95 0.94 0.95 515 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.95 0.96 0.93 715 I-5 SB Ramps 09/13/2016 Carlsbad Tamarack Ave. TUESDAY 16-1256-044 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 45 Intersec on Loca on: I-5 NB Ramps & Tamarack Ave. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary I-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:00 AM to 8:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 0 1 0 0 0 1 2 0 0 2 0 Capacity 1800 0 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 118 0 430 0 0 0 231 314 0 0 672 327 Adjusted Hourly Volume 118 0 430 0 0 0 231 314 0 0 999 0 Utilization Factor 0.07 0.00 0.24 0.00 0.00 0.00 0.13 0.08 0.00 0.00 0.25 0.00 Critical Factors 0.24 0.00 0.13 0.25 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :I-5 Northbound Ramps and Tamarack Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 327 Total Name : FDS 0 327 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 903 a s 1448 0 231 327 s t 545 314 672 999 t 0 0 0 1743 A North A p 744 p p p r r 118 0 430 Tamarack Avenue 0 Subtotals 118 548 Total 666 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/16 8:00 AM 7:00 AM I-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 260 1 491 0 0 0 170 429 0 0 392 166 Adjusted Hourly Volume 261 0 491 0 0 0 170 429 0 0 558 0 Utilization Factor 0.15 0.00 0.27 0.00 0.00 0.00 0.09 0.11 0.00 0.00 0.14 0.00 Critical Factors 0.27 0.00 0.09 0.14 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Tamarack Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 167 Total Name : FDS 0 167 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 562 a s 1161 0 170 166 s t 599 429 392 558 t 0 0 0 1478 A North A p 920 p p p r r 260 1 491 Tamarack Avenue 0 Subtotals 260 752 Total 1012 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 09/13/16 6:15 PM 5:15 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 1 0 0 0 1 2 0 0 2 0 6:30 AM 19 1 39 0 0 0 31 40 0 0 83 42 255 6:45 AM 15 0 144 0 0 0 37 40 0 0 109 43 388 7:00 AM 42 0 164 0 0 0 38 68 0 0 132 61 505 7:15 AM 28 0 120 0 0 0 63 73 0 0 191 100 575 7:30 AM 15 0 74 0 0 0 60 86 0 0 204 94 533 7:45 AM 33 0 72 0 0 0 70 87 0 0 145 72 479 8:00 AM 40 0 49 0 0 0 63 69 0 0 121 54 396 8:15 AM 35 1 68 0 0 0 43 58 0 0 105 58 368 8:30 AM 21 0 48 0 0 0 50 45 0 0 113 70 347 8:45 AM 33 0 49 0 0 0 44 56 0 0 105 36 323 9:00 AM 32 1 48 0 0 0 32 62 0 0 98 36 309 9:15 AM 35 0 61 0 0 0 25 62 0 0 82 44 309 Volumes 348 3 936 0 0 0 556 746 0 0 1488 710 4787 Approach %27.04 0.23 72.73 #DIV/0! #DIV/0! #DIV/0! 42.70 57.30 0.00 0.00 67.70 32.30 App/Depart 1287 / 1269 0 / 0 1302 / 1682 2198 / 1836 Peak Volumes 118 0 430 0 0 0 231 314 0 0 672 327 2092 Approach %21.53 0.00 78.47 #DIV/0! #DIV/0! #DIV/0! 42.39 57.61 0.00 0.00 67.27 32.73 Pk Hr FACTOR:0.9096 AM Pk Hr at: PM 3:30 PM 61 0 95 0 0 0 32 81 0 0 105 48 422 3:45 PM 50 0 111 0 0 0 42 92 0 0 119 36 450 4:00 PM 44 0 98 0 0 0 49 79 0 0 97 46 413 4:15 PM 56 0 110 0 0 0 30 118 0 0 83 44 441 4:30 PM 47 1 99 0 0 0 33 109 0 0 100 38 427 4:45 PM 53 0 103 0 0 0 41 113 0 0 101 51 462 5:00 PM 70 0 131 0 0 0 33 98 0 0 101 45 478 5:15 PM 66 1 107 0 0 0 35 114 0 0 97 32 452 5:30 PM 59 0 136 0 0 0 34 105 0 0 106 43 483 5:45 PM 76 0 133 0 0 0 45 104 0 0 90 46 494 6:00 PM 59 0 115 0 0 0 56 106 0 0 99 45 480 6:15 PM 63 0 114 0 0 0 33 101 0 0 94 29 434 Volumes 704 2 1352 0 0 0 463 1220 0 0 1192 503 5436 Approach %34.21 0.10 65.69 #DIV/0! #DIV/0! #DIV/0! 27.51 72.49 0.00 0.00 70.32 29.68 App/Depart 2058 / 968 0 / 0 1683 / 2572 1695 / 1896 Peak Volumes 260 1 491 0 0 0 170 429 0 0 392 166 1909 Approach %34.57 0.13 65.29 #DIV/0! #DIV/0! #DIV/0! 28.38 71.62 0.00 0.00 70.25 29.75 Pk Hr FACTOR:0.9661 PM Pk Hr at: 0.90 0.00 0.92 0.94 515 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.67 0.00 0.87 0.84 700 I-5 NB Ramps 09/13/2016 Carlsbad Tamarack Ave. TUESDAY 16-1256-045 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 46 Intersec on Loca on: I-5 SB Ramps & Cannon Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 2 0 1 0 2 1 2 2 0 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 811 1 257 0 330 30 210 320 0 Adjusted Hourly Volume 0 0 0 811 0 258 0 330 30 210 320 0 Utilization Factor 0.00 0.00 0.00 0.23 0.00 0.14 0.00 0.08 0.02 0.06 0.08 0.00 Critical Factors 0.00 0.00 0.23 0.08 0.06 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 1880 Total Name : FDS 1069 811 Subtotals 0 Sub -257 1 811 Sub - Totals totals totals Totals W E e 577 a s 937 0 0 0 s t 360 330 320 530 t 30 210 0 1070 A North A p 540 p p p r r 0 0 0 Cannon Road 0 Subtotals 31 0 Total 31 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/16 8:30 AM 7:30 AM I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 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 0 405 6 274 0 647 60 353 600 0 Adjusted Hourly Volume 0 0 0 405 0 280 0 647 60 353 600 0 Utilization Factor 0.00 0.00 0.00 0.11 0.00 0.16 0.00 0.16 0.03 0.10 0.15 0.00 Critical Factors 0.00 0.16 0.16 0.10 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 1090 Total Name : FDS 685 405 Subtotals 0 Sub -274 6 405 Sub - Totals totals totals Totals W E e 874 a s 1581 0 0 0 s t 707 647 600 953 t 60 353 0 1953 A North A p 1000 p p p r r 0 0 0 Cannon Road 0 Subtotals 66 0 Total 66 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/16 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 1.5 0.5 1 0 2 0 1 2 0 6:30 AM 0 0 0 62 0 42 0 37 5 71 31 0 248 6:45 AM 0 0 0 138 0 48 0 53 4 88 61 0 392 7:00 AM 0 0 0 131 0 45 0 55 11 67 57 0 366 7:15 AM 0 0 0 155 1 56 0 68 12 47 55 0 394 7:30 AM 0 0 0 234 0 66 0 89 9 63 75 0 536 7:45 AM 0 0 0 240 1 68 0 89 5 40 92 0 535 8:00 AM 0 0 0 195 0 73 0 76 7 47 78 0 476 8:15 AM 0 0 0 142 0 50 0 76 9 60 75 0 412 8:30 AM 0 0 0 174 0 43 0 77 19 57 75 0 445 8:45 AM 0 0 0 227 1 45 0 103 15 33 66 0 490 9:00 AM 0 0 0 190 0 64 0 99 14 52 83 0 502 9:15 AM 0 0 0 185 0 63 0 72 11 43 78 0 452 Volumes 0 0 0 2073 3 663 0 894 121 668 826 0 5248 Approach %#DIV/0! #DIV/0! #DIV/0! 75.68 0.11 24.21 0.00 88.08 11.92 44.71 55.29 0.00 App/Depart 0 / 0 2739 / 792 1015 / 2967 1494 / 1489 Peak Volumes 0 0 0 811 1 257 0 330 30 210 320 0 1959 Approach %#DIV/0! #DIV/0! #DIV/0! 75.87 0.09 24.04 0.00 91.67 8.33 39.62 60.38 0.00 Pk Hr FACTOR:0.9137 AM Pk Hr at: PM 3:30 PM 0 0 0 86 1 61 0 147 13 66 102 0 476 3:45 PM 0 0 0 98 0 57 0 122 20 53 114 0 464 4:00 PM 0 0 0 101 0 70 0 145 18 51 95 0 480 4:15 PM 0 0 0 105 0 64 0 134 11 57 102 0 473 4:30 PM 0 0 0 113 0 63 0 161 19 80 105 0 541 4:45 PM 0 0 0 106 0 80 0 153 8 51 116 0 514 5:00 PM 0 0 0 89 2 61 0 195 12 107 157 0 623 5:15 PM 0 0 0 92 2 80 0 177 20 69 167 0 607 5:30 PM 0 0 0 117 0 55 0 156 13 87 157 0 585 5:45 PM 0 0 0 107 2 78 0 119 15 90 119 0 530 6:00 PM 0 0 0 91 1 48 0 139 13 76 121 0 489 6:15 PM 0 0 0 65 1 31 0 113 9 83 113 0 415 Volumes 0 0 0 1170 9 748 0 1761 171 870 1468 0 6197 Approach %#DIV/0! #DIV/0! #DIV/0! 60.72 0.47 38.82 0.00 91.15 8.85 37.21 62.79 0.00 App/Depart 0 / 0 1927 / 1050 1932 / 2931 2338 / 2216 Peak Volumes 0 0 0 405 6 274 0 647 60 353 600 0 2345 Approach %#DIV/0! #DIV/0! #DIV/0! 59.12 0.88 40.00 0.00 91.51 8.49 37.04 62.96 0.00 Pk Hr FACTOR:0.941 PM Pk Hr at: 0.00 0.92 0.85 0.90 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.86 0.92 0.96 730 I-5 Southbound Ramps 07/20/2016 Carlsbad Cannon Rd. WEDNESDAY 16-1256-046 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 47 Intersec on Loca on: I-5 NB Ramps & Cannon Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary I-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 2 2 0 0 2 1 Capacity 1800 0 3600 0 0 0 3600 4000 0 0 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 80 1 380 0 0 0 95 1058 0 0 445 192 Adjusted Hourly Volume 81 0 380 0 0 0 95 1058 0 0 445 192 Utilization Factor 0.05 0.00 0.11 0.00 0.00 0.00 0.03 0.26 0.00 0.00 0.11 0.11 Critical Factors 0.11 0.00 0.26 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 : Wednesday 193 Total Name : FDS 0 193 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 540 a s 1693 0 95 192 s t 1153 1058 445 637 t 0 0 0 2075 A North A p 1438 p p p r r 80 1 380 Cannon Road 0 Subtotals 80 461 Total 541 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/16 8:30 AM 7:30 AM I-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 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 147 53 320 0 0 0 352 716 0 0 809 1035 Adjusted Hourly Volume 200 0 320 0 0 0 352 716 0 0 615 1229 Utilization Factor 0.11 0.00 0.09 0.00 0.00 0.00 0.10 0.18 0.00 0.00 0.31 0.34 Critical Factors 0.11 0.00 0.00 0.10 0.34 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 : Wednesday 1088 Total Name : FDS 0 1088 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1161 a s 2229 0 352 1035 s t 1068 716 809 1844 t 0 0 0 2880 A North A p 1036 p p p r r 147 53 320 Cannon Road 0 Subtotals 147 520 Total 667 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/16 6:00 PM 5:00 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 2 0 0 0 2 2 0 0 1.5 1.5 6:30 AM 16 0 64 0 0 0 11 82 0 0 83 22 278 6:45 AM 16 0 75 0 0 0 12 183 0 0 133 25 444 7:00 AM 10 0 59 0 0 0 14 152 0 0 118 27 380 7:15 AM 9 0 61 0 0 0 14 203 0 0 96 35 418 7:30 AM 12 0 70 0 0 0 24 295 0 0 119 47 567 7:45 AM 22 0 124 0 0 0 17 314 0 0 113 45 635 8:00 AM 23 1 89 0 0 0 23 252 0 0 105 38 531 8:15 AM 23 0 97 0 0 0 31 197 0 0 108 62 518 8:30 AM 27 0 85 0 0 0 21 215 0 0 106 60 514 8:45 AM 22 1 104 0 0 0 32 294 0 0 74 77 604 9:00 AM 25 0 93 0 0 0 25 272 0 0 111 58 584 9:15 AM 25 0 106 0 0 0 35 223 0 0 97 60 546 Volumes 230 2 1027 0 0 0 259 2682 0 0 1263 556 6019 Approach %18.27 0.16 81.57 #DIV/0! #DIV/0! #DIV/0! 8.81 91.19 0.00 0.00 69.43 30.57 App/Depart 1259 / 817 0 / 0 2941 / 3709 1819 / 1493 Peak Volumes 80 1 380 0 0 0 95 1058 0 0 445 192 2251 Approach %17.35 0.22 82.43 #DIV/0! #DIV/0! #DIV/0! 8.24 91.76 0.00 0.00 69.86 30.14 Pk Hr FACTOR:0.8862 AM Pk Hr at: PM 3:30 PM 22 2 75 0 0 0 75 148 0 0 150 181 653 3:45 PM 23 5 69 0 0 0 46 175 0 0 146 161 625 4:00 PM 20 3 83 0 0 0 60 189 0 0 128 225 708 4:15 PM 19 7 70 0 0 0 64 184 0 0 144 204 692 4:30 PM 23 3 77 0 0 0 78 176 0 0 162 252 771 4:45 PM 27 8 81 0 0 0 67 195 0 0 134 211 723 5:00 PM 45 12 74 0 0 0 102 187 0 0 209 261 890 5:15 PM 33 17 73 0 0 0 89 178 0 0 222 288 900 5:30 PM 37 15 86 0 0 0 93 187 0 0 187 243 848 5:45 PM 32 9 87 0 0 0 68 164 0 0 191 243 794 6:00 PM 28 5 79 0 0 0 76 156 0 0 168 223 735 6:15 PM 46 5 74 0 0 0 58 111 0 0 153 179 626 Volumes 355 91 928 0 0 0 876 2050 0 0 1994 2671 8965 Approach %25.84 6.62 67.54 #DIV/0! #DIV/0! #DIV/0! 29.94 70.06 0.00 0.00 42.74 57.26 App/Depart 1374 / 3638 0 / 0 2926 / 2978 4665 / 2349 Peak Volumes 147 53 320 0 0 0 352 716 0 0 809 1035 3432 Approach %28.27 10.19 61.54 #DIV/0! #DIV/0! #DIV/0! 32.96 67.04 0.00 0.00 43.87 56.13 Pk Hr FACTOR:0.9533 PM Pk Hr at: 0.94 0.00 0.92 0.90 500 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.79 0.00 0.87 0.94 730 I-5 Northbound Ramps 07/20/2016 Carlsbad Cannon Rd. WEDNESDAY 16-1256-047 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 48 Intersec on Loca on: I-5 SB Ramps & Palomar Airport Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary I-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow 1 Lane Settings 0 0 0 2 0 1 0 3 0 0 2 1 Capacity 0 0 0 3600 0 1800 0 6000 0 0 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 1099 0 362 0 505 71 0 645 288 Adjusted Hourly Volume 0 0 0 1099 0 362 0 576 0 0 645 0 Utilization Factor 0.00 0.00 0.00 0.31 0.00 0.20 0.00 0.10 0.00 0.00 0.16 0.00 Critical Factors 0.00 0.00 0.31 0.00 0.16 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Palomar Airport Road Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 2848 Total Name : FDS 1461 1387 Subtotals 0 Sub -362 0 1099 Sub - Totals totals totals Totals W E e 1007 a s 1583 0 0 288 s t 576 505 645 933 t 71 0 0 1438 A North A p 505 p p p r r 0 0 0 Palomar Airport Road 0 Subtotals 71 0 Total 71 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/16 8:30 AM 7:30 AM I-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow 1 Lane Settings 0 0 0 2 0 1 0 3 0 0 2 1 Capacity 0 0 0 3600 0 1800 0 6000 0 0 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 552 0 156 0 826 245 0 741 1016 Adjusted Hourly Volume 0 0 0 552 0 156 0 1071 0 0 741 0 Utilization Factor 0.00 0.00 0.00 0.15 0.00 0.09 0.00 0.18 0.00 0.00 0.19 0.00 Critical Factors 0.00 0.00 0.15 0.00 0.19 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 : Tuesday 2276 Total Name : FDS 708 1568 Subtotals 0 Sub -156 0 552 Sub - Totals totals totals Totals W E e 897 a s 1968 0 0 1016 s t 1071 826 741 1757 t 245 0 0 2583 A North A p 826 p p p r r 0 0 0 Palomar Airport Road 0 Subtotals 245 0 Total 245 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0 0 0 2 0 1 0 3 1 0 2 1 6:30 AM 0 0 0 128 0 75 0 74 13 0 110 69 469 6:45 AM 0 0 0 152 0 87 0 76 16 0 87 85 503 7:00 AM 0 0 0 159 0 59 0 96 18 0 106 82 520 7:15 AM 0 0 0 177 0 101 0 133 13 0 141 50 615 7:30 AM 0 0 0 214 0 103 0 131 16 0 159 75 698 7:45 AM 0 0 0 325 0 99 0 128 14 0 163 87 816 8:00 AM 0 0 0 275 0 85 0 122 21 0 169 60 732 8:15 AM 0 0 0 285 0 75 0 124 20 0 154 66 724 8:30 AM 0 0 0 226 0 87 0 104 33 0 128 96 674 8:45 AM 0 0 0 258 0 63 0 108 29 0 141 86 685 9:00 AM 0 0 0 185 0 50 0 141 24 0 143 85 628 9:15 AM 0 0 0 199 0 45 0 143 28 0 128 87 630 Volumes 0 0 0 2583 0 929 0 1380 245 0 1629 928 7694 Approach %#DIV/0! #DIV/0! #DIV/0! 73.55 0.00 26.45 0.00 84.92 15.08 0.00 63.71 36.29 App/Depart 0 / 928 3512 / 245 1625 / 3963 2557 / 2558 Peak Volumes 0 0 0 1099 0 362 0 505 71 0 645 288 2970 Approach %#DIV/0! #DIV/0! #DIV/0! 75.22 0.00 24.78 0.00 87.67 12.33 0.00 69.13 30.87 Pk Hr FACTOR:0.9099 AM Pk Hr at: PM 3:30 PM 0 0 0 138 0 47 0 175 41 1 161 183 746 3:45 PM 0 0 0 151 0 53 0 147 39 0 148 185 723 4:00 PM 0 0 0 132 0 35 0 171 49 0 157 226 770 4:15 PM 0 0 0 127 0 34 0 168 46 0 164 194 733 4:30 PM 0 0 0 160 0 31 0 206 45 0 140 232 814 4:45 PM 0 0 0 123 0 41 0 187 54 0 191 215 811 5:00 PM 0 0 0 142 0 44 0 200 70 0 163 265 884 5:15 PM 0 0 0 142 0 48 0 237 55 1 178 270 931 5:30 PM 0 0 0 145 1 23 0 202 66 0 209 266 912 5:45 PM 0 0 0 152 1 32 0 186 30 0 162 247 810 6:00 PM 0 0 0 150 0 32 0 164 52 2 164 250 814 6:15 PM 0 0 0 126 0 36 0 166 50 0 172 229 779 Volumes 0 0 0 1688 2 456 0 2209 597 4 2009 2762 9727 Approach %#DIV/0! #DIV/0! #DIV/0! 78.66 0.09 21.25 0.00 78.72 21.28 0.08 42.07 57.84 App/Depart 0 / 2762 2146 / 603 2806 / 3897 4775 / 2465 Peak Volumes 0 0 0 552 1 156 0 826 245 1 741 1016 3538 Approach %#DIV/0! #DIV/0! #DIV/0! 77.86 0.14 22.00 0.00 77.12 22.88 0.06 42.15 57.79 Pk Hr FACTOR:0.9501 PM Pk Hr at: 0.00 0.93 0.92 0.93 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.00 0.86 0.98 0.93 730 I-5 SB Ramps 07/26/2016 Carlsbad Palomar Airport Rd. TUESDAY 16-1256-048 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Intersec on Number: 49 Intersec on Loca on: I-5 NB Ramps & Palomar Airport Rd. Contents: A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 2 A.M./P.M. Peak Period Intersec on Turning Movement Count Data Page 3 Intersecon Analysis Summary I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 1 3 0 0 3 2 Capacity 1800 0 3600 0 0 0 1800 6000 0 0 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 61 0 1138 0 0 0 72 1551 0 0 817 425 Adjusted Hourly Volume 61 0 1138 0 0 0 72 1551 0 0 817 425 Utilization Factor 0.03 0.00 0.32 0.00 0.00 0.00 0.04 0.26 0.00 0.00 0.14 0.12 Critical Factors 0.32 0.00 0.26 0.00 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 425 Total Name : FDS 0 425 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 889 a s 2512 0 72 425 s t 1623 1551 817 1242 t 0 0 0 3931 A North A p 2689 p p p r r 61 0 1138 Palomar Airport Road 0 Subtotals 61 1199 Total 1260 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/16 8:45 AM 7:45 AM I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow Lane Settings 1 0 2 0 0 0 1 3 0 0 3 2 Capacity 1800 0 3600 0 0 0 1800 6000 0 0 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 77 0 511 0 0 0 207 1173 0 0 1631 950 Adjusted Hourly Volume 77 0 511 0 0 0 207 1173 0 0 1631 950 Utilization Factor 0.04 0.00 0.14 0.00 0.00 0.00 0.12 0.20 0.00 0.00 0.27 0.26 Critical Factors 0.14 0.00 0.12 0.27 ICU Ratio = 0.63 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 : Tuesday 950 Total Name : FDS 0 950 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1838 a s 3218 0 207 950 s t 1380 1173 1631 2581 t 0 0 0 4265 A North A p 1684 p p p r r 77 0 511 Palomar Airport Road 0 Subtotals 77 588 Total 665 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/16 5:45 PM 4:45 PM N-S STREET:DATE:LOCATION: E-W STREET:DAY:PROJECT# CONTROL: AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES:0.5 0.5 2 0 0 0 1 3 0 0 3 2 6:30 AM 19 0 218 0 0 0 19 169 0 0 174 96 695 6:45 AM 13 2 244 0 0 0 16 214 0 0 158 86 733 7:00 AM 8 1 258 0 0 0 20 241 0 0 181 85 794 7:15 AM 11 1 325 0 0 0 24 258 0 0 187 87 893 7:30 AM 10 0 341 0 0 0 28 328 0 0 185 104 996 7:45 AM 14 0 244 0 0 0 21 422 0 0 196 122 1019 8:00 AM 8 0 258 0 0 0 14 411 0 0 214 101 1006 8:15 AM 19 0 325 0 0 0 18 355 0 0 222 103 1042 8:30 AM 20 0 311 0 0 0 19 363 0 0 185 99 997 8:45 AM 24 0 298 0 0 0 20 344 0 0 166 96 948 9:00 AM 41 0 263 0 0 0 24 325 0 0 208 85 946 9:15 AM 21 0 259 0 0 0 29 257 0 0 147 87 800 Volumes 208 4 3344 0 0 0 252 3687 0 0 2223 1151 10869 Approach %5.85 0.11 94.04 #DIV/0! #DIV/0! #DIV/0! 6.40 93.60 0.00 0.00 65.89 34.11 App/Depart 3556 / 1407 0 / 0 3939 / 7031 3374 / 2431 Peak Volumes 61 0 1138 0 0 0 72 1551 0 0 817 425 4064 Approach %5.09 0.00 94.91 #DIV/0! #DIV/0! #DIV/0! 4.44 95.56 0.00 0.00 65.78 34.22 Pk Hr FACTOR:0.975 AM Pk Hr at: PM 3:30 PM 17 0 141 0 0 0 54 262 0 0 325 186 985 3:45 PM 22 0 164 0 0 0 37 255 0 0 314 207 999 4:00 PM 10 0 147 0 0 0 50 268 0 0 353 208 1036 4:15 PM 18 0 129 0 0 0 35 251 0 0 303 232 968 4:30 PM 16 0 148 0 0 0 52 321 0 0 366 250 1153 4:45 PM 22 0 135 0 0 0 36 267 0 0 375 257 1092 5:00 PM 17 0 132 0 0 0 65 287 0 0 425 227 1153 5:15 PM 13 0 123 0 0 0 55 315 0 0 410 230 1146 5:30 PM 25 0 121 0 0 0 51 304 0 0 421 236 1158 5:45 PM 30 0 139 0 0 0 57 283 0 0 357 145 1011 6:00 PM 24 0 156 0 0 0 58 254 0 0 408 117 1017 6:15 PM 31 0 142 0 0 0 53 177 0 0 320 112 835 Volumes 245 0 1677 0 0 0 603 3244 0 0 4377 2407 12553 Approach %12.75 0.00 87.25 #DIV/0! #DIV/0! #DIV/0! 15.67 84.33 0.00 0.00 64.52 35.48 App/Depart 1922 / 3010 0 / 0 3847 / 4921 6784 / 4622 Peak Volumes 77 0 511 0 0 0 207 1173 0 0 1631 950 4549 Approach %13.10 0.00 86.90 #DIV/0! #DIV/0! #DIV/0! 15.00 85.00 0.00 0.00 63.19 36.81 Pk Hr FACTOR:0.9821 PM Pk Hr at: 0.94 0.00 0.93 0.98 445 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Signal NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.87 0.00 0.92 0.96 745 I-5 NB Ramps 07/26/2016 Carlsbad Palomar Airport Rd. TUESDAY 16-1256-049 veracity grouptraffic O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Appendix C Mid-Block Pedestrian & Bicycle Count Summary MID-BLOCK PEDESTRIAN AND BICYCLE COUNTS The following (5) mid-block locations were selected by City staff where pedestrian and bicycle activities are among the highest in the City: 1. Carlsbad Boulevard between Carlsbad-Oceanside Boundary and State Street 2. Carlsbad Boulevard between Grand Avenue and Carlsbad Village Drive 3. Carlsbad Boulevard between Chestnut Avenue and Maple Avenue 4. Carlsbad Village Drive between Carlsbad Boulevard and Washington Street 5. Grand Avenue between Washington Street and State Street Pedestrian and bicycle counts for the above-listed mid-block locations were collected on a weekday (Wednesday, July 15, 2015), and also on a weekend (Saturday, July 25, 2015) during three peak two- hour periods (7:00 – 9:00 AM, 11:00 AM – 1:00 PM, and 4:00 – 6:00 PM). The data was collected in 15- minute intervals for each direction of travel at each mid-block location. Appendix C contains the following information for the 2015 Traffic Monitoring Program Report: · Weekday AM (7:00 – 9:00 AM), Midday (11:00 AM – 1:00 PM), and PM (4:00 – 6:00 PM) peak period pedestrian and bicycle counts (data divided into 15-minute intervals). · Weekend AM (7:00 – 9:00 AM), Midday (11:00 AM – 1:00 PM), and PM (4:00 – 6:00 PM) peak period pedestrian and bicycle counts (data divided into 15-minute intervals). O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 1 Loca on: Carlsbad Boulevard between North City Limits and State Street Contents: AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekday AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekend Mid-Block Pedestrian & Bicycle Count Summary Page 1 3 Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 1 0 4 2 00:15 12:15 1 0 1 0 00:30 12:30 0 1 5 0 00:45 12:45 0 2 2 3 6 16 0 2 23 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 0 1 4 2 04:15 16:15 2 0 8 0 04:30 16:30 1 1 5 1 04:45 16:45 1 4 2 4 9 26 2 5 39 05:00 17:00 3 1 7 1 05:15 17:15 2 3 10 0 05:30 17:30 1 0 7 1 05:45 17:45 0 6 0 4 6 30 1 3 43 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 0 2 1 19:00 07:15 0 2 1 1 19:15 07:30 0 1 4 0 19:30 07:45 1 1 0 3 1 8 0 2 14 19:45 08:00 0 1 5 0 20:00 08:15 1 2 2 0 20:15 08:30 2 1 8 0 20:30 08:45 3 6 1 5 6 21 0 0 32 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 2 2 4 0 23:00 11:15 2 0 6 0 23:15 11:30 1 1 3 0 23:30 11:45 0 5 1 4 9 22 0 0 31 23:45 Total Vol.12 12 51 2 77 12 11 72 10 105 NB SB NB SB Combined 24 23 123 12 182 Split %15.6%15.6% 66.2%2.6%42.3%11.4%10.5%68.6%9.5%57.7% Peak Hour 08:00 08:00 11:00 06:30 08:00 16:15 16:30 16:45 16:00 16:45 Volume 6 5 22 2 32 7 7 33 5 50 P.H.F.0.50 0.63 0.61 0.50 0.73 0.58 0.58 0.83 0.63 0.83 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-001 -- WED PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 2 2 1 4 00:15 12:15 0 3 1 3 00:30 12:30 1 2 0 9 00:45 12:45 1 4 1 8 0 2 5 21 35 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 1 0 0 4 04:15 16:15 0 1 2 2 04:30 16:30 0 2 1 6 04:45 16:45 0 1 1 4 0 3 3 15 23 05:00 17:00 2 0 0 6 05:15 17:15 1 1 0 5 05:30 17:30 2 0 0 4 05:45 17:45 1 6 0 1 0 0 4 19 26 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 2 2 1 19:00 07:15 2 1 0 0 19:15 07:30 0 0 0 2 19:30 07:45 1 3 1 4 1 3 3 6 16 19:45 08:00 2 2 0 8 20:00 08:15 1 1 0 10 20:15 08:30 1 0 0 11 20:30 08:45 1 5 1 4 0 0 5 34 43 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 0 3 0 4 23:00 11:15 2 2 2 9 23:15 11:30 1 1 0 9 23:30 11:45 1 4 0 6 0 2 12 34 46 23:45 Total Vol.12 14 5 74 105 11 13 5 55 84 NB SB NB SB Combined 23 27 10 129 189 Split %11.4%13.3%4.8%70.5%55.6%13.1%15.5%6.0%65.5%44.4% Peak Hour 11:15 11:45 07:00 08:00 11:15 17:00 12:00 15:45 12:00 12:00 Volume 6 7 3 34 48 6 8 3 21 35 P.H.F.0.75 0.58 0.38 0.77 0.80 0.75 0.67 0.38 0.58 0.73 Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-001 -- WED PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 2 1 17 1 00:15 12:15 2 0 18 0 00:30 12:30 4 0 16 2 00:45 12:45 3 11 1 2 17 68 0 3 84 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 0 0 10 3 04:15 16:15 0 0 7 4 04:30 16:30 4 3 11 0 04:45 16:45 0 4 0 3 6 34 0 7 48 05:00 17:00 0 2 8 1 05:15 17:15 1 1 10 0 05:30 17:30 2 0 5 2 05:45 17:45 0 3 1 4 9 32 0 3 42 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 1 13 1 19:00 07:15 0 1 8 0 19:15 07:30 0 1 8 0 19:30 07:45 2 2 0 3 18 47 0 1 53 19:45 08:00 0 0 26 0 20:00 08:15 0 0 3 0 20:15 08:30 0 0 0 0 20:30 08:45 0 0 0 0 0 29 0 0 29 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 0 5 20 0 23:00 11:15 0 2 25 0 23:15 11:30 0 0 23 0 23:30 11:45 0 0 0 7 32 100 0 0 107 23:45 Total Vol.2 10 176 1 189 18 9 134 13 174 NB SB NB SB Combined 20 19 310 14 363 Split %1.1%5.3%93.1%0.5%52.1%10.3%5.2%77.0%7.5%47.9% Peak Hour 11:45 10:30 11:00 11:45 11:00 12:00 16:30 12:00 15:30 12:00 Volume 8 7 100 3 107 11 6 68 7 84 P.H.F.0.50 0.35 0.78 0.38 0.84 0.69 0.50 0.94 0.44 0.95 Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 16, 2016 PM Daily Totals 16-1255-006 -- SAT PEDESTRIANS ONLY Project# PEDESTRIAN - BICYCLES BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn North City Limits & State St - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 1 0 2 7 00:15 12:15 3 8 1 23 00:30 12:30 0 2 0 30 00:45 12:45 1 5 2 12 0 3 17 77 97 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 2 2 0 5 04:15 16:15 0 3 0 10 04:30 16:30 3 0 0 13 04:45 16:45 0 5 2 7 2 2 7 35 49 05:00 17:00 0 2 1 2 05:15 17:15 1 0 2 5 05:30 17:30 0 0 0 8 05:45 17:45 1 2 1 3 0 3 7 22 30 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 3 0 4 19:00 07:15 1 3 0 15 19:15 07:30 2 4 1 7 19:30 07:45 8 12 0 10 0 1 8 34 57 19:45 08:00 1 6 0 12 20:00 08:15 1 0 0 2 20:15 08:30 0 0 0 0 20:30 08:45 0 2 0 6 0 0 0 14 22 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 6 5 0 27 23:00 11:15 3 7 0 14 23:15 11:30 1 1 0 18 23:30 11:45 3 13 0 13 2 2 46 105 133 23:45 Total Vol.27 29 3 153 212 12 22 8 134 176 NB SB NB SB Combined 39 51 11 287 388 Split %12.7%13.7%1.4%72.2%54.6%6.8%12.5%4.5%76.1%45.4% Peak Hour 11:00 07:15 11:30 11:45 11:00 12:00 12:00 16:30 12:00 12:00 Volume 13 13 5 106 133 5 12 5 77 97 P.H.F.0.54 0.54 0.63 0.58 0.65 0.42 0.38 0.63 0.64 0.69 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Saturday, July 16, 2016 PM Daily Totals 16-1255-006 -- SAT PEDESTRIANS ONLY Project# BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 2 Loca on: Carlsbad Boulevard between Grand Avenue and Carlsbad Village Drive Contents: AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekday AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekend Mid-Block Pedestrian & Bicycle Count Summary Page 1 3 Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 6 15 1 3 00:15 12:15 40 23 0 5 00:30 12:30 18 33 0 2 00:45 12:45 17 81 49 120 0 1 4 14 216 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 26 12 0 1 04:15 16:15 33 30 0 1 04:30 16:30 27 25 0 3 04:45 16:45 14 100 18 85 0 0 2 7 192 05:00 17:00 22 17 0 2 05:15 17:15 12 33 0 1 05:30 17:30 11 17 0 2 05:45 17:45 14 59 15 82 0 0 3 8 149 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 2 0 5 19:00 07:15 0 0 0 0 19:15 07:30 2 0 0 0 19:30 07:45 2 4 1 3 0 0 2 7 14 19:45 08:00 1 1 0 2 20:00 08:15 1 4 0 2 20:15 08:30 2 5 0 9 20:30 08:45 5 9 7 17 0 0 3 16 42 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 4 27 0 2 23:00 11:15 12 10 0 4 23:15 11:30 17 19 2 9 23:30 11:45 14 47 16 72 0 2 6 21 142 23:45 Total Vol.60 92 2 44 198 240 287 1 29 557 NB SB NB SB Combined 300 379 3 73 755 Split %30.3%46.5%1.0%22.2%26.2%43.1%51.5%0.2%5.2%73.8% Peak Hour 11:45 11:45 11:15 11:30 11:45 16:00 12:00 12:00 12:00 12:00 Volume 78 87 3 23 182 100 120 1 14 216 P.H.F.0.49 0.66 0.38 0.64 0.67 0.76 0.61 0.25 0.70 0.77 AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-002 -- WED PEDESTRIANS ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 13 9 8 1 00:15 12:15 27 23 4 1 00:30 12:30 19 38 4 1 00:45 12:45 19 78 33 103 7 23 2 5 209 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 49 35 2 4 04:15 16:15 50 53 3 1 04:30 16:30 28 26 5 0 04:45 16:45 16 143 22 136 4 14 1 6 299 05:00 17:00 20 43 5 0 05:15 17:15 21 40 4 0 05:30 17:30 46 28 11 0 05:45 17:45 13 100 38 149 2 22 0 0 271 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 6 1 2 0 19:00 07:15 9 2 0 0 19:15 07:30 2 7 3 0 19:30 07:45 13 30 11 21 2 7 0 0 58 19:45 08:00 15 0 9 0 20:00 08:15 9 11 4 1 20:15 08:30 12 6 5 0 20:30 08:45 14 50 11 28 3 21 0 1 100 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 22 25 7 0 23:00 11:15 23 61 6 0 23:15 11:30 25 16 14 2 23:30 11:45 14 84 16 118 3 30 1 3 235 23:45 Total Vol.164 167 58 4 393 321 388 59 11 779 NB SB NB SB Combined 485 555 117 15 1172 Split %41.7%42.5% 14.8%1.0%33.5%41.2%49.8%7.6%1.4%66.5% Peak Hour 11:00 11:00 11:15 11:30 11:00 16:00 17:00 16:45 16:00 16:00 Volume 84 118 31 5 235 143 149 24 6 299 P.H.F.0.84 0.48 0.55 0.63 0.65 0.72 0.87 0.55 0.38 0.70 BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Project# PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-002 -- WED PEDESTRIANS ONLY Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 16 48 0 19 00:15 12:15 15 14 0 14 00:30 12:30 16 21 4 16 00:45 12:45 29 76 39 122 0 4 11 60 262 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 19 17 0 1 04:15 16:15 27 36 0 3 04:30 16:30 36 25 0 1 04:45 16:45 23 105 38 116 0 0 4 9 230 05:00 17:00 20 43 0 3 05:15 17:15 34 59 0 0 05:30 17:30 44 37 0 1 05:45 17:45 48 146 44 183 0 0 2 6 335 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 7 2 0 6 19:00 07:15 4 2 0 3 19:15 07:30 7 8 1 9 19:30 07:45 0 18 6 18 1 2 10 28 66 19:45 08:00 6 3 0 5 20:00 08:15 5 10 0 13 20:15 08:30 7 5 1 23 20:30 08:45 14 32 29 47 0 1 25 66 146 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 26 26 0 21 23:00 11:15 25 24 0 11 23:15 11:30 22 21 0 7 23:30 11:45 17 90 34 105 0 0 9 48 243 23:45 Total Vol.140 170 3 142 455 327 421 4 75 827 NB SB NB SB Combined 467 591 7 217 1282 Split %30.8%37.4%0.7%31.2%35.5%39.5%50.9%0.5%9.1%64.5% Peak Hour 11:00 11:15 11:45 08:00 11:15 17:00 17:00 12:00 12:00 17:00 Volume 90 127 4 66 253 146 183 4 60 335 P.H.F.0.87 0.66 0.25 0.66 0.76 0.76 0.78 0.25 0.79 0.89 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Project# AM Saturday, July 16, 2016 PM Daily Totals 16-1255-007 -- SAT PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Grand Ave. & Carlsbad Village Dr. - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 34 50 12 0 00:15 12:15 48 28 14 0 00:30 12:30 40 36 8 4 00:45 12:45 45 167 51 165 18 52 1 5 389 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 50 28 1 0 04:15 16:15 28 28 5 0 04:30 16:30 47 42 10 0 04:45 16:45 57 182 56 154 2 18 0 0 354 05:00 17:00 46 38 15 0 05:15 17:15 55 35 8 1 05:30 17:30 36 53 1 2 05:45 17:45 51 188 46 172 6 30 0 3 393 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 9 10 12 0 19:00 07:15 17 5 17 0 19:15 07:30 15 15 31 0 19:30 07:45 4 45 5 35 22 82 0 0 162 19:45 08:00 19 9 16 1 20:00 08:15 30 10 54 0 20:15 08:30 31 16 36 0 20:30 08:45 39 119 24 59 27 133 1 2 313 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 44 45 16 0 23:00 11:15 40 33 13 2 23:15 11:30 37 35 16 2 23:30 11:45 40 161 36 149 33 78 0 4 392 23:45 Total Vol.325 243 293 6 867 537 491 100 8 1136 NB SB NB SB Combined 862 734 393 14 2003 Split %37.5%28.0% 33.8%0.7%43.3%47.3%43.2%8.8%0.7%56.7% Peak Hour 11:45 11:15 08:00 10:45 11:00 16:30 16:45 12:00 12:00 16:30 Volume 162 154 133 4 392 205 182 52 5 412 P.H.F.0.84 0.77 0.62 0.50 0.90 0.90 0.81 0.72 0.31 0.90 BICYCLES ONLY AM Saturday, July 16, 2016 PM Daily Totals 16-1255-007 -- SAT PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Project# O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 3 Loca on: Carlsbad Boulevard between Chestnut Avenue and Maple Avenue Contents: AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekday AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekend Mid-Block Pedestrian & Bicycle Count Summary Page 1 3 Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 4 4 7 0 00:15 12:15 2 7 9 0 00:30 12:30 1 8 6 0 00:45 12:45 1 8 9 28 8 30 0 0 66 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 3 6 10 0 04:15 16:15 2 6 9 0 04:30 16:30 5 7 6 0 04:45 16:45 2 12 4 23 3 28 0 0 63 05:00 17:00 4 5 2 0 05:15 17:15 1 6 5 1 05:30 17:30 6 3 8 0 05:45 17:45 7 18 2 16 7 22 0 1 57 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 2 4 0 19:00 07:15 2 3 8 0 19:15 07:30 0 2 5 0 19:30 07:45 1 3 1 8 9 26 0 0 37 19:45 08:00 2 2 6 0 20:00 08:15 1 1 11 0 20:15 08:30 3 1 7 0 20:30 08:45 3 9 2 6 5 29 0 0 44 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 4 2 9 0 23:00 11:15 2 1 10 1 23:15 11:30 3 0 10 0 23:30 11:45 3 12 1 4 7 36 0 1 53 23:45 Total Vol.24 18 91 1 134 38 67 80 1 186 NB SB NB SB Combined 62 85 171 2 320 Split %17.9%13.4% 67.9%0.7%41.9%20.4%36.0%43.0%0.5%58.1% Peak Hour 11:00 11:45 11:00 10:30 11:45 17:00 12:00 12:00 16:30 12:00 Volume 12 20 36 1 59 18 28 30 1 66 P.H.F.0.75 0.63 0.90 0.25 0.82 0.64 0.78 0.83 0.25 0.92 Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-003 -- WED PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 29 29 1 2 00:15 12:15 33 20 1 4 00:30 12:30 30 24 0 8 00:45 12:45 32 124 21 94 0 2 9 23 243 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 28 29 0 10 04:15 16:15 24 30 0 7 04:30 16:30 25 41 0 11 04:45 16:45 29 106 42 142 0 0 14 42 290 05:00 17:00 30 39 0 8 05:15 17:15 32 33 0 5 05:30 17:30 28 30 0 6 05:45 17:45 24 114 32 134 0 0 3 22 270 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 28 39 1 10 19:00 07:15 24 33 1 7 19:15 07:30 21 30 0 8 19:30 07:45 29 102 32 134 0 2 5 30 268 19:45 08:00 33 28 0 9 20:00 08:15 30 24 0 13 20:15 08:30 32 45 0 8 20:30 08:45 46 141 60 157 0 0 6 36 334 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 28 59 0 10 23:00 11:15 41 60 0 7 23:15 11:30 43 54 0 11 23:30 11:45 45 157 41 214 0 0 10 38 409 23:45 Total Vol.400 505 2 104 1011 344 370 2 87 803 NB SB NB SB Combined 744 875 4 191 1814 Split %39.6%50.0%0.2%10.3%55.7%42.8%46.1%0.2%10.8%44.3% Peak Hour 11:15 11:00 06:30 11:00 11:00 12:00 16:30 12:00 16:00 16:30 Volume 158 214 2 38 409 124 155 2 42 309 P.H.F.0.88 0.89 0.50 0.86 0.95 0.94 0.92 0.50 0.75 0.91 BICYCLES ONLY AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-003 -- WED PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Project# Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - EAST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 4 4 19 0 00:15 12:15 4 0 18 0 00:30 12:30 4 2 28 0 00:45 12:45 7 19 8 14 18 83 0 0 116 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 1 1 17 0 04:15 16:15 12 4 14 0 04:30 16:30 6 1 10 0 04:45 16:45 5 24 2 8 19 60 1 1 93 05:00 17:00 3 9 8 0 05:15 17:15 0 7 11 0 05:30 17:30 1 6 4 0 05:45 17:45 0 4 1 23 3 26 0 0 53 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 0 0 15 0 19:00 07:15 0 2 15 0 19:15 07:30 1 0 18 0 19:30 07:45 2 3 4 6 22 70 0 0 79 19:45 08:00 6 0 30 0 20:00 08:15 1 6 37 0 20:15 08:30 8 3 26 1 20:30 08:45 2 17 4 13 45 138 0 1 169 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 2 5 15 0 23:00 11:15 2 4 39 0 23:15 11:30 9 1 19 0 23:30 11:45 8 21 4 14 33 106 0 0 141 23:45 Total Vol.41 33 314 0 389 47 45 169 0 262 NB SB NB SB Combined 88 78 483 0 651 Split %10.5%8.5%80.7%0.0%59.8%17.9%17.2%64.5%0.0%40.2% Peak Hour 11:30 11:00 08:00 07:45 08:00 16:15 16:45 12:00 16:00 12:00 Volume 25 14 138 1 169 26 24 83 1 116 P.H.F.0.69 0.70 0.77 0.25 0.83 0.54 0.67 0.74 0.25 0.85 Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES AM Saturday, July 16, 2016 PM Daily Totals 16-1255-008 -- SAT PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Blvd btwn Chestnut Ave. & Maple Ave. - WEST SIDE AM Period NB SB NB SB PM Period NB SB NB SB 00:00 12:00 45 51 0 15 00:15 12:15 38 53 2 18 00:30 12:30 38 33 0 28 00:45 12:45 43 164 21 158 0 2 23 84 408 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 24 37 0 6 04:15 16:15 22 42 0 17 04:30 16:30 38 29 0 6 04:45 16:45 44 128 14 122 0 0 11 40 290 05:00 17:00 22 37 0 5 05:15 17:15 23 33 0 9 05:30 17:30 42 13 0 8 05:45 17:45 32 119 25 108 2 2 1 23 252 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 24 38 0 18 19:00 07:15 27 37 0 23 19:15 07:30 21 45 0 19 19:30 07:45 31 103 46 166 0 0 15 75 344 19:45 08:00 44 38 0 18 20:00 08:15 64 66 1 15 20:15 08:30 67 47 0 22 20:30 08:45 49 224 60 211 0 1 19 74 510 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 40 41 0 52 23:00 11:15 52 31 1 29 23:15 11:30 63 55 0 18 23:30 11:45 67 222 34 161 0 1 27 126 510 23:45 Total Vol.549 538 2 275 1364 411 388 4 147 950 NB SB NB SB Combined 960 926 6 422 2314 Split %40.2%39.4%0.1%20.2%58.9%43.3%40.8%0.4%15.5%41.1% Peak Hour 11:15 08:00 11:30 11:00 08:00 12:00 12:00 12:00 12:00 12:00 Volume 227 211 2 126 510 164 158 2 84 408 P.H.F.0.85 0.80 0.25 0.61 0.87 0.91 0.75 0.25 0.75 0.92 AM Saturday, July 16, 2016 PM Daily Totals 16-1255-008 -- SAT PEDESTRIANS ONLY BICYCLES ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 4 Loca on: Carlsbad Village Drive between Carlsbad Boulevard and Washington Street Contents: AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekday AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekend Mid-Block Pedestrian & Bicycle Count Summary Page 1 3 Volumes for:City:Carlsbad Location :Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 12 17 2 1 00:15 12:15 19 16 1 1 00:30 12:30 10 20 0 2 00:45 12:45 27 68 28 81 1 4 1 5 158 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 19 16 6 3 04:15 16:15 28 12 3 2 04:30 16:30 25 22 5 0 04:45 16:45 26 98 17 67 5 19 1 6 190 05:00 17:00 33 16 4 2 05:15 17:15 30 20 7 0 05:30 17:30 41 28 8 1 05:45 17:45 37 141 24 88 9 28 0 3 260 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 7 1 0 19:00 07:15 5 8 2 1 19:15 07:30 8 9 0 0 19:30 07:45 9 25 11 35 1 4 0 1 65 19:45 08:00 9 7 1 2 20:00 08:15 10 4 3 0 20:15 08:30 11 10 6 0 20:30 08:45 7 37 14 35 3 13 0 2 87 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 12 19 4 1 23:00 11:15 19 16 1 1 23:15 11:30 20 20 5 0 23:30 11:45 29 80 28 83 2 12 0 2 177 23:45 Total Vol.142 153 29 5 329 307 236 0 14 608 EB WB EB WB Combined 449 389 29 19 937 Split %43.2%46.5%8.8%1.5%35.1%50.5%38.8%0.0%2.3%64.9% Peak Hour 11:00 11:00 08:00 11:45 11:00 17:00 17:00 17:00 16:00 17:00 Volume 80 83 13 4 177 141 88 28 6 260 P.H.F.0.69 0.74 0.54 0.50 0.75 0.86 0.79 0.78 0.50 0.83 PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Project# AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-004 -- WED PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 9 11 1 2 00:15 12:15 10 10 0 3 00:30 12:30 14 12 0 3 00:45 12:45 19 52 19 52 0 1 2 10 115 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 22 22 0 1 04:15 16:15 20 20 0 3 04:30 16:30 41 24 0 2 04:45 16:45 29 112 41 107 0 0 5 11 230 05:00 17:00 33 42 0 4 05:15 17:15 30 27 0 1 05:30 17:30 32 28 0 5 05:45 17:45 28 123 34 131 0 0 3 13 267 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 2 2 0 1 19:00 07:15 6 1 2 2 19:15 07:30 3 0 1 1 19:30 07:45 6 17 4 7 0 3 1 5 32 19:45 08:00 3 1 0 0 20:00 08:15 2 5 0 1 20:15 08:30 5 2 0 2 20:30 08:45 4 14 3 11 0 0 1 4 29 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 8 2 0 3 23:00 11:15 10 3 0 2 23:15 11:30 11 2 0 1 23:30 11:45 9 38 2 9 0 0 1 7 54 23:45 Total Vol.69 27 3 16 115 287 290 0 34 612 EB WB EB WB Combined 356 317 3 50 727 Split %60.0%23.5%2.6%13.9%15.8%46.9%47.4%0.0%5.6%84.2% Peak Hour 11:45 11:45 06:45 11:45 11:45 16:30 16:45 12:00 16:45 16:30 Volume 42 35 3 9 87 133 138 1 15 279 P.H.F.0.75 0.73 0.38 0.75 0.75 0.81 0.82 0.25 0.75 0.88 BICYCLES ONLY AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-004 -- WED PEDESTRIANS ONLY BICYCLES ONLY PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 Project# Volumes for:City:Carlsbad Location :Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 40 23 6 0 00:15 12:15 59 69 5 2 00:30 12:30 27 16 5 3 00:45 12:45 41 167 41 149 6 22 2 7 345 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 67 18 8 0 04:15 16:15 43 32 9 3 04:30 16:30 46 19 3 0 04:45 16:45 27 183 27 96 12 32 1 4 315 05:00 17:00 47 31 6 0 05:15 17:15 57 35 9 2 05:30 17:30 72 38 1 2 05:45 17:45 41 217 32 136 0 16 1 5 374 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 0 0 0 19:00 07:15 0 3 1 0 19:15 07:30 3 2 0 0 19:30 07:45 1 5 7 12 2 3 0 0 20 19:45 08:00 3 3 3 1 20:00 08:15 11 8 4 0 20:15 08:30 7 10 4 1 20:30 08:45 9 30 16 37 1 12 0 2 81 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 44 25 2 0 23:00 11:15 19 30 7 0 23:15 11:30 35 67 2 0 23:30 11:45 38 136 32 154 3 14 0 0 304 23:45 Total Vol.171 203 29 2 405 567 381 0 16 1034 EB WB EB WB Combined 738 584 29 18 1439 Split %42.2%50.1%7.2%0.5%28.1%54.8%36.8%0.0%1.5%71.9% Peak Hour 11:30 11:30 11:45 11:45 11:30 17:00 12:00 16:00 12:00 17:00 Volume 172 191 19 5 381 217 149 32 7 374 P.H.F.0.73 0.69 0.79 0.42 0.71 0.75 0.54 0.67 0.58 0.83 Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY AM Saturday, July 16, 2016 PM Daily Totals 16-1255-009 -- SAT PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Carlsbad Village Dr. btwn. Carlsbad Blvd. & Washington St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 15 31 0 0 00:15 12:15 6 28 0 2 00:30 12:30 19 29 1 2 00:45 12:45 49 89 18 106 1 2 2 6 203 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 19 34 0 1 04:15 16:15 21 30 3 5 04:30 16:30 32 20 0 0 04:45 16:45 23 95 27 111 0 3 3 9 218 05:00 17:00 31 28 0 1 05:15 17:15 44 24 1 2 05:30 17:30 26 58 0 0 05:45 17:45 38 139 24 134 0 1 4 7 281 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 1 0 3 19:00 07:15 5 2 0 0 19:15 07:30 3 3 0 2 19:30 07:45 1 10 4 10 0 0 1 6 26 19:45 08:00 2 0 0 1 20:00 08:15 3 8 0 0 20:15 08:30 1 12 0 2 20:30 08:45 2 8 9 29 0 0 3 6 43 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 20 30 0 1 23:00 11:15 33 26 0 5 23:15 11:30 33 38 0 0 23:30 11:45 12 98 40 134 0 0 1 7 239 23:45 Total Vol.116 173 0 19 308 323 351 0 22 702 EB WB EB WB Combined 439 524 0 41 1010 Split %37.7%56.2%0.0%6.2%30.5%46.0%50.0%0.0%3.1%69.5% Peak Hour 11:00 11:30 11:45 11:00 11:00 17:00 16:45 15:30 16:00 17:00 Volume 98 137 1 7 239 139 137 3 9 281 P.H.F.0.74 0.86 0.25 0.35 0.84 0.79 0.59 0.25 0.45 0.84 AM Saturday, July 16, 2016 PM Daily Totals 16-1255-009 -- SAT PEDESTRIANS ONLY BICYCLES ONLY Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES O: 760.476.9196 F: 760.476.9198 Email: someone@example.com 5050 Avenida Encinias, Ste 260 Carlsbad, CA 92008 Address Line 3 Address Line 4 City of Carlsbad Traffic Monitoring Program Summer 2016 Number: 5 Loca on: Grand Avenue between Washington Street and State Street Contents: AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekday AM, Mid-day, and PM Peak Period Ped/Bike Counts—Weekend Mid-Block Pedestrian & Bicycle Count Summary Page 1 3 Volumes for:City:Carlsbad Location :Grand Ave. btwn. Washington St. & State St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 9 7 1 0 00:15 12:15 11 12 0 0 00:30 12:30 7 11 0 2 00:45 12:45 7 34 10 40 0 1 0 2 77 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 8 13 0 2 04:15 16:15 13 13 0 1 04:30 16:30 19 12 1 4 04:45 16:45 13 53 7 45 2 3 1 8 109 05:00 17:00 15 11 0 2 05:15 17:15 14 14 0 3 05:30 17:30 12 16 0 3 05:45 17:45 9 50 13 54 0 0 2 10 114 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 6 0 2 19:00 07:15 2 3 0 4 19:15 07:30 2 6 0 2 19:30 07:45 2 9 3 18 0 0 6 14 41 19:45 08:00 1 2 0 3 20:00 08:15 4 5 1 2 20:15 08:30 2 8 0 5 20:30 08:45 3 10 8 23 0 1 2 12 46 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 4 9 0 1 23:00 11:15 8 11 0 2 23:15 11:30 5 7 0 3 23:30 11:45 9 26 2 29 0 0 3 9 64 23:45 Total Vol.45 70 1 35 151 137 139 4 20 300 EB WB EB WB Combined 182 209 5 55 451 Split %29.8%46.4%0.7%23.2%33.5%45.7%46.3%1.3%6.7%66.5% Peak Hour 11:45 11:45 07:30 07:45 11:45 16:30 17:00 16:00 16:30 16:30 Volume 36 32 1 16 74 61 54 3 10 118 P.H.F.0.82 0.67 0.25 0.67 0.80 0.80 0.84 0.38 0.63 0.82 Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-005 -- WED PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Grand Ave. btwn. Washington St. & State St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 9 14 0 2 00:15 12:15 13 12 2 0 00:30 12:30 12 16 1 0 00:45 12:45 11 45 19 61 0 3 0 2 111 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 19 28 2 0 04:15 16:15 20 22 1 0 04:30 16:30 39 20 3 0 04:45 16:45 33 111 26 96 2 8 0 0 215 05:00 17:00 41 30 1 0 05:15 17:15 28 32 1 0 05:30 17:30 24 27 4 0 05:45 17:45 29 122 24 113 2 8 0 0 243 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 2 2 3 0 19:00 07:15 1 2 2 0 19:15 07:30 3 3 2 0 19:30 07:45 3 9 0 7 4 11 1 1 28 19:45 08:00 2 1 1 0 20:00 08:15 4 2 2 0 20:15 08:30 5 4 3 0 20:30 08:45 6 17 7 14 2 8 0 0 39 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 8 9 2 0 23:00 11:15 11 10 1 0 23:15 11:30 14 8 4 0 23:30 11:45 19 52 9 36 1 8 0 0 96 23:45 Total Vol.78 57 27 1 163 278 270 19 2 569 EB WB EB WB Combined 356 327 46 3 732 Split %47.9%35.0% 16.6%0.6%22.3%48.9%47.5%3.3%0.4%77.7% Peak Hour 11:30 11:45 07:00 11:15 11:45 16:30 16:45 16:00 12:00 16:30 Volume 55 51 11 2 110 141 115 8 2 256 P.H.F.0.72 0.80 0.69 0.25 0.95 0.86 0.90 0.67 0.25 0.89 Prepared by: Field Data Services of Arizona (520) 316-6745 BICYCLES ONLY Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES AM Wednesday, July 13, 2016 PM Daily Totals 16-1255-005 -- WED PEDESTRIANS ONLY BICYCLES ONLY Volumes for:City:Carlsbad Location :Grand Ave. btwn. Carlsbad Blvd. & Washington St. -- NORTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 9 12 0 1 00:15 12:15 8 13 0 3 00:30 12:30 11 10 0 0 00:45 12:45 4 32 9 44 0 0 4 8 84 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 15 15 0 6 04:15 16:15 9 3 0 4 04:30 16:30 1 15 0 3 04:45 16:45 18 43 7 40 0 0 0 13 96 05:00 17:00 8 11 0 3 05:15 17:15 16 9 0 0 05:30 17:30 19 9 0 2 05:45 17:45 27 70 5 34 0 0 1 6 110 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 1 1 0 1 19:00 07:15 1 5 0 3 19:15 07:30 2 0 1 2 19:30 07:45 1 5 16 22 0 1 0 6 34 19:45 08:00 1 5 2 0 20:00 08:15 3 5 1 4 20:15 08:30 1 8 0 2 20:30 08:45 2 7 6 24 0 3 5 11 45 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 4 31 0 1 23:00 11:15 11 13 0 9 23:15 11:30 6 9 0 5 23:30 11:45 10 31 4 57 3 3 5 20 111 23:45 Total Vol.43 103 7 37 190 145 118 0 27 290 EB WB EB WB Combined 188 221 7 64 480 Split %22.6%54.2%3.7%19.5%39.6%50.0%40.7%0.0%9.3%60.4% Peak Hour 11:45 11:00 07:30 11:00 11:00 17:00 12:00 15:45 17:00 Volume 38 57 4 20 111 70 44 13 110 P.H.F.0.86 0.46 0.50 0.56 0.77 0.65 0.85 0.54 0.83 Prepared by: Field Data Services of Arizona (520) 316-6745 16-1255-010 -- SAT AM Saturday, July 16, 2016 PM Daily Totals PEDESTRIANS ONLY BICYCLES ONLY BICYCLES ONLY Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES Volumes for:City:Carlsbad Location :Grand Ave. btwn. Carlsbad Blvd. & Washington St. -- SOUTH SIDE AM Period EB WB EB WB PM Period EB WB EB WB 00:00 12:00 17 20 2 0 00:15 12:15 13 20 4 0 00:30 12:30 11 29 0 0 00:45 12:45 10 51 18 87 5 11 1 1 150 01:00 13:00 01:15 13:15 01:30 13:30 01:45 13:45 02:00 14:00 02:15 14:15 02:30 14:30 02:45 14:45 03:00 15:00 03:15 15:15 03:30 15:30 03:45 15:45 04:00 16:00 37 31 5 0 04:15 16:15 13 14 5 0 04:30 16:30 7 5 2 0 04:45 16:45 22 79 16 66 2 14 1 1 160 05:00 17:00 11 12 0 0 05:15 17:15 21 10 3 0 05:30 17:30 19 29 5 0 05:45 17:45 16 67 28 79 0 8 0 0 154 06:00 18:00 06:15 18:15 06:30 18:30 06:45 18:45 07:00 3 2 0 0 19:00 07:15 14 2 3 0 19:15 07:30 5 1 1 0 19:30 07:45 3 25 5 10 2 6 1 1 42 19:45 08:00 2 5 1 0 20:00 08:15 5 6 1 0 20:15 08:30 6 3 2 0 20:30 08:45 3 16 10 24 3 7 0 0 47 20:45 09:00 21:00 09:15 21:15 09:30 21:30 09:45 21:45 10:00 22:00 10:15 22:15 10:30 22:30 10:45 22:45 11:00 14 7 0 0 23:00 11:15 10 9 1 0 23:15 11:30 12 13 3 0 23:30 11:45 5 41 20 49 2 6 1 1 97 23:45 Total Vol.82 83 19 2 186 197 232 33 2 464 EB WB EB WB Combined 279 315 52 4 650 Split %44.1%44.6% 10.2%1.1%28.6%42.5%50.0%7.1%0.4%71.4% Peak Hour 11:30 11:45 11:30 07:00 11:45 16:00 12:00 16:00 12:00 16:00 Volume 47 89 11 1 144 79 87 14 1 160 P.H.F.0.69 0.77 0.69 0.25 0.90 0.53 0.75 0.70 0.25 0.55 Prepared by: Field Data Services of Arizona (520) 316-6745 16-1255-010 -- SAT AM Saturday, July 16, 2016 PM Daily Totals PEDESTRIANS ONLY BICYCLES ONLY BICYCLES ONLY Project# PEDESTRIANS ONLY PEDESTRIAN - BICYCLES