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HomeMy WebLinkAbout; 2011 Traffic Monitoring Program Carlsbad; 2011 Traffic Monitoring Program Carlsbad; 2011-10-14 TABLE OF CONTENTS Page 1. Introduction ......................................................................................................... 1-1 Project Overview ................................................................................................... 1-1 Annual Report Organization ................................................................................. 1-3 2. Mid-Block Link Counts ...................................................................................... 2-1 3. Intersection Turn Movement Counts ................................................................ 3-1 4. Conclusions .......................................................................................................... 4-1 Appendix A – Intersection Summary Appendix B – Mid-Block Link Summary LIST OF FIGURES Page 1-1 Project Location Map .......................................................................................... 1-2 2-1 2011 Mid-Block Link Levels of Service ............................................................. 2-2 3-1 Intersection Location Map ................................................................................. 3-2 3-2 2011 AM Peak Hour – Intersection Levels of Service ...................................... 3-7 3-3 2011 PM Peak Hour – Intersection Levels of Service ...................................... 3-8 LIST OF TABLES Page 2-1 Mid-Block Link Levels of Service Analysis Summary .................................... 2-3 3-1 Intersection Capacity Utilization Analysis Summary .............................. 3-5, 3-6 1-1 1. INTRODUCTION PROJECT OVERVIEW In attempts by cities across the country to manage growth within their communities, Growth Management Plans have been developed. An important part of a Growth Management Plan is a Traffic Monitoring Program. The Traffic Monitoring Program entails the collection and analysis of data at critical mid-block link count locations and major intersections throughout the community. Typically, data requirements for Traffic Monitoring Programs include the average daily traffic volumes recorded at mid-block locations and peak hour turn movement counts at major signalized and unsignalized intersections. The field data is then reduced and capacity analysis is performed based on existing geometrics and lane configurations. The analysis of intersections and mid-block link locations enables the jurisdiction to identify potential capacity problem areas where unacceptable operations exist or may become problematic in the future. This information is intended to assist the City of Carlsbad in assessing future development adjacent to these existing or future problem locations where capacity deficiencies currently exist and the mitigation measures that may be required to eliminate the deficiency. This report documents the twenty-third year's results of the Growth Management Plan Traffic Monitoring Program for the City of Carlsbad. The City of Carlsbad identified sixty-eight (68) key intersections and thirty-four (34) key mid-block link locations for analysis. Similar efforts occurred for years 1989-2010 during June, July and August that provided a basis for comparison. The City of Carlsbad is a coastal community located in Southern California, 35 miles north of San Diego, and the current population is approximately 105,000. Interstate 5 runs north and south near the western edge of Carlsbad and is a major route for commuters to both Orange County and San Diego. The facility also carries 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, La Costa Avenue, Rancho Santa Fe Road, Carlsbad Boulevard, and Melrose Drive. The project location map, Figure 1-1, shows the alignment of the major roadways throughout Carlsbad and the intersections and mid-block link locations evaluated in this year's Traffic Monitoring Program. 1-2 1-3 ANNUAL REPORT ORGANIZATION Rick Engineering Company collected data during the Summer of 2011 at requested mid-block link locations and intersections within and adjacent to the City of Carlsbad. The results of this data collection effort are included in the appendix at the end of this report. In addition to the technical appendix, Rick Engineering Company has prepared a summary section for this Annual Report. Summary information is presented in this initial section of the report, and a description of the contents of Chapters 2, 3 and 4 is provided below. As mentioned previously, a total of thirty-four (34) mid-block link count locations were identified by the City of Carlsbad for the collection of 2011 average daily traffic (ADT) volume counts. Rick Engineering Company coordinated the placement of its counters with City staff and later reviewed the ADT volumes and performed roadway segment analyses. The results of the mid-block link analysis for the Summer count period are contained in Chapter 2. Although mid-block link analysis provides a good indication of roadway operations in rural settings, intersections tend to be the dominant factor in traffic operations within the urban sections of most communities. Thus, the City of Carlsbad identified sixty-eight (68) key intersections to be analyzed. AM (6:00 to 9:00 AM) and PM (3:30 to 6:30 PM) peak period turn movement volumes were collected at each project intersection. The data was reduced to identify the peak hour turn movement volumes and approach delays, and this information was then analyzed using the Intersection Capacity Utilization (ICU) method for signalized intersections. The results of the intersection data collection and analysis activities are presented in Chapter 3. Critical project findings and conclusions are documented in Chapter 4. Technical issues are discussed and recommendations for future traffic monitoring activities are also presented in Chapter 4. 2-1 2. MID-BLOCK LINK COUNTS Mid-block link counts were conducted at thirty-four (34) locations throughout the City of Carlsbad and can be identified on Figure 2-1. Rick Engineering Company conducted the link counts using mechanical tube counters that were placed and monitored for two consecutive days (48-hours). The counts resulted in the determination of average daily traffic (ADT) volumes, and these ADT volumes for the Summer count period are summarized in the Appendix. The City of Carlsbad assumes a one- direction maximum capacity of 1,800 vehicles per lane, per hour, in the peak period. Mid-block link analysis was calculated by a maximum one-direction lane volume to capacity ratio. The 2011 midblock lane volume to capacity ratio was correlated to the level of service for the thirty-four (34) midblock locations as follows: MIDBLOCK LINK COUNT LEVEL OF SERVICE RANGES Ratio LOS 0.00 - 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 graphically illustrates the 2011 levels of service during the peak hour. Table 2-1 summarizes and compares the Summer 2011 mid-block link analysis with data from 2007, 2008, 2009 and 2010. Based on the results of the mid-block link analysis, all locations operated at LOS A for the Summer 2011 count program. There were no locations identified as operating at LOS B, C, D, E or F. For 2011, the overall volumes along Palomar Airport Road have essentially remained the same as last year. Only an increase of less than 1% from the previous year was calculated. Overall volumes along El Camino Real have shown an increase. An increase of about 3% from the previous year was calculated. Similarly, overall volumes along Rancho Santa Fe Road have shown an increase of about 3% from the previous year. The volumes along Carlsbad Boulevard showed a slight decrease from the previous year (about 4%). The largest decrease along Carlsbad Boulevard was between Avenida Encinas and La Costa Avenue (about 6% decrease). 2-2 Location NumberSegment Segment Location ADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOS1Palomar Airport Road Paseo Del Norte and Armada Drive53,175 A 49,570 A 48,758 A 48,490 A 48,249 A2Palomar Airport Road Yarrow Drive and El Camino Real33,820 A 33,523 A 30,786 A 34,030 A 33,440 A3Palomar Airport Road El Camino Real and Loker Ave. W./Innovation Wy.52,739 A 43,920 A 44,742 A 45,080 A 45,902 A4Palomar Airport Road El Fuerte Street and Loker Ave E./Gateway Road---- ---- 42,287 A 40,819 A 44,361 A 44,757 A5Palomar Airport Road Melrose Drive and Paseo Valindo/Eagle Drive36,290 A 33,875 A 30,267 A 32,769 A 32,678 A6El Camino Real Plaza Drive and Marron Road 31,375 A 26,713 A 26,401 A 26,406 A 27,806 A7El Camino Real Tamarack Avenue and Kelly Drive25,509 A 23,717 A 22,817 A 23,540 A 25,036 A8El Camino Real Faraday Avenue and Palomar Airport Road38,417 A 37,735 A 27,205 A 36,200 A 36,281 A9El Camino Real Camino Vida Roble and Cassia Road30,375 A 28,048 A 28,089 A 30,383 A 30,710 A10El Camino Real Arenal Road and Costa Del Mar Road50,905 C 43,213 A 44,112 A 46,203 A 47,151 B11El Camino Real La Costa Avenue and Levante Street39,105 A 31,933 A 33,325 A 32,600 A 33,552 A12El Camino Real Levante Street and Calle Barcelona39,367 A 31,275 A 31,399 A 32,042 A 33,507 A13Melrose DriveLionshead Avenue and Palomar Airport Road25,995 A 22,637 A 22,794 A 22,887 A 23,830 A14Melrose DrivePalomar Airport Road and Rancho Bravado17,742 A 16,969 A 16,493 A 17,061 A 17,593 A15Melrose DriveAlga Road and Corintia Street20,880 A 18,667 A 18,822 A 20,216 A 19,866 A16Carlsbad Boulevard Mountain View Drive and State Steet13,985 A 12,065 A 13,334 A 12,884 A 13,320 A17Carlsbad Boulevard Cannon Road and Cerezo Drive18,163 A 15,485 A 16,378 A 16,882 A 16,565 A18Carlsbad Boulevard Poinsettia Lane and Island Way16,114 A 12,949 A 14,294 A 13,668 A 12,936 A19Carlsbad Boulevard Avenida Encinas and La Costa Avenue19,474 A 17,905 A 18,246 A 17,242 A 16,214 A20La Costa AvenueSaxony Road and Piraeus Street33,245 A 32,254 A 33,475 A 32,767 A 33,742 A21La Costa AvenueCadencia Street and Romeria Street12,492 A 11,819 A 12,370 A 12,190 A 12,196 A22Rancho Santa Fe Road La Costa Meadows Drive and San Elijo Road34,674 A 31,222 A 25,313 A 28,786 A 27,187 A23Rancho Santa Fe Road Avenida Soledad and Camino Junipero39,947 A 35,754 A 35,678 A 35,365 A 36,628 A24Rancho Santa Fe Road Avenida La Cima and Calle Acervo/Avenida La Posta17,028 A 17,445 A 17,458 A 15,121 A 14,574 A25Carlsbad Village Drive Victoria Avenue and Pontiac Drive6,168 A 5,665 A 5,637 A 6,214 A 5,976 A26Poinsettia LanePaseo Del Norte and Batiquitos Drive26,623 A 24,650 A 25,837 A 25,315 A 24,353 A27Tamarack AvenueEl Camino Real and La Portalada Drive8,453 A 8,428 A 7,906 A 8,808 A 8,663 A28Paseo Del NorteCamino Del Parque (North) and Palomar Airport Road8,791 A 8,125 A 7,975 A 8,109 A 7,715 A29Paseo Del NortePalomar Airport Road and Car Country Drive10,246 A 9,473 A8,780 A 9,320 A 9,674 A30Cannon RoadPaseo Del Norte and Car Country Drive22,778 A 21,709 A 23,284 A 24,370 A 25,717 A31Cannon RoadEl Camino Real and College Boulevard19,396 D 16,586 B 16,553 A 17,793 A 17,462 A32College Boulevard Tamarack Avenue (North) and North City Limits25,690 A 23,740 A 24,475 A 23,112 A 24,815 A33College Boulevard Palomar Airport Road and Aston Avenue13,718 A 13,810 A 13,992 A 13,873 A 13,635 A34Alga RoadCorintia Street and El Fuerte Street11,482 A 10,632 A 10,216 A 10,844 A 10,856 ATable 2-1MID-BLOCK LINK LEVELS OF SERVICEANALYSIS SUMMARYSummer 2010Summer 2009Summer 2008Summer 2007Summer 2011CITY OF CARLSBAD 2-3 2-4 All thirty-four (34) of the mid-block link locations for this 2011 report were previously analyzed in the 2010 report. Of these thirty-four (34) locations, fifteen (15) link count stations experienced a decrease in ADT from the previous count period. The decreases ranged from less than one (1) percent to six (6) percent with an average decrease of three (3) percent. The other nineteen (19) link count stations experienced an increase from the previous years counts. The increases ranged from less than one (1) percent to almost seven (7) percent, with an average increase of about three (3) percent. Based on the thirty-four (34) comparative locations, overall traffic volumes have increased by about three (3) percent during the last year. The following are recently completed extension projects, which continue to change traffic patterns within the immediate vicinity of its respective project: • The College Boulevard/Cannon Road extension projects were constructed in August 2004 prior to the 2005 count period • The northerly extension of Melrose Drive at the intersection of Palomar Airport Road, which was completed after the traffic counts for the 2006 count season. • The extension of Faraday Avenue from Orion Street to Melrose Drive opened to traffic in October 2007. These extension projects continue to provide a direct connection to State Route 78 from Faraday Avenue, College Boulevard, Cannon Road and Melrose Drive without traveling through the intersection of El Camino Real and Palomar Airport Road. Prior to these connections, access to State Route 78 within the immediate project area was provided at the El Camino Real/State Route 78 interchange only. Street improvements and alternate routes have again been implemented during this time period and none of the mid-block links operate worse than Level of Service A. This indicates that the numbers of through lanes provided on major roadways in the City of Carlsbad are generally appropriate for the prevailing traffic conditions. For 2011, none of the midblock locations experienced decreases higher than six (6) percent and increases higher than eight (8) percent. Due to the overall downward trend in traffic volumes in recent years, which may be attributed to a number of factors including construction impacts, higher gas prices and the overall economic condition of the region, a review of the last five years of data from the year 2007 to present was conducted. Twenty-nine (29) of the thirty-three (33) comparable locations have experienced a decrease, while four (4) have experienced an increase. These decreases ranged from less than one (1) percent to twenty-two (22) percent, with the highest decreases occurring along Rancho Santa Fe Road between La Costa Meadows Drive and of San Elijo Road, experiencing an average decrease over the five (5) year period of 2-5 twenty-two (22) percent. The increases over the five-year period ranged from less than one (1) percent to thirteen (13) percent, with the highest increase occurring along Cannon Road between Paseo Del Norte and Car Country Drive. It is important to recognize that although mid-block link analysis is an accurate assessment of the number of through lanes provided on major street segments, roadway conditions in an urban setting are often determined by the operations at major intersections. Chapter 3 provides a description of intersection operations in Carlsbad in the Summer 2011 count period. In summary, the information in this chapter, coupled with the capacity analysis of signalized intersections in Chapter 3, will enable the City of Carlsbad to accurately determine the current state of the entire circulation system. 3-1 3. INTERSECTION TURN MOVEMENT COUNTS Intersection turn movement counts were conducted at sixty-eight (68) intersections. Figure 3-1 graphically identifies the location of each of the intersections included in the study. The turn movement counts were conducted during the AM peak period (6:00 to 9:00 AM) and the PM peak period (3:30 to 6:30 PM). The data from each three-hour period was subdivided into fifteen-minute intervals, and vehicle turning movement counts were summarized during each interval. This assured that the peak hour would be clearly identified for both the AM and PM peak periods. All counts were conducted during the middle of the week (either Tuesday, Wednesday, or Thursday) and the actual count day(s) and date(s) are shown in the Appendix. To aid in the reduction of the field data, Rick Engineering Company utilized an in-house computer software application program. The program utilizes an Excel spreadsheet to identify peak hour volume conditions and peak hour factors and perform ICU calculations. The ICU calculations for signalized intersections were conducted for both the AM and PM peak hours for all sixty-eight (68) intersections. ICU calculations were performed based on the following lane group capacities: Lane Group Capacity Thru Lanes 2000 vehicles per hour green per lane Turn Lanes 1800 vehicles per hour green per lane Dual Turn Lanes 1800 vehicles per hour green per lane These lane group capacities were based on field studies conducted during the 1991 Traffic Monitoring Program with the exception of the Dual Turn Lanes capacity, which has been increased from 1620 to 1800 vehicles per hour green per lane, and implemented during the year 2000 Traffic Monitoring Program (TMP), based upon field studies. 3-2 3-3 The 2011 intersection ICU was correlated to the level of service for the sixty-eight (68) signalized locations as follows: SIGNALIZED INTERSECTIONS LEVEL OF SERVICE RANGES (ICU Methodology) Ratio LOS 0.00 - 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 It is important to note that the ICU procedure was developed for use at individual signalized intersections. At locations where traffic volumes are heavy, it is possible for traffic waiting at a signalized intersection to back up into nearby adjacent intersections. When this occurs, drivers may experience additional delay. The ICU procedure does not address this situation. Instead, the ICU procedure reports the level of service at each intersection as if there were no traffic backups from adjacent intersections. Based on observations of traffic along the street system in Carlsbad, traffic backups from adjacent intersections tend to occur in the area of Palomar Airport Road east of Interstate Highway 5, Cannon Road east of Interstate 5 and in the area of El Camino Real south of State Route 78. In these areas, the results of the ICU procedure should be used with the knowledge that the procedure may report better results than are actually achieved. For certain types of analyses, it may be desirable to utilize intersection capacity procedures more detailed than the ICU procedure that are designed to analyze systems of signalized intersections. In previous years, unsignalized minor-street stop-controlled intersections were included in the Traffic Monitoring Program. However, no unsignalized intersections were analyzed for the 2011 Traffic Monitoring Program. The following observations were made during the course of the 2011 count program: • The Traffic Monitoring Program intersections along El Camino Real between State Route 78 and Cannon Road have continued to result in acceptable operations levels due to reduced daily and peak hour volumes along these segments. This is partly due to the College Boulevard, Cannon Road and Melrose Drive extension projects that now provide an alternate connection to State Route 78. 3-4 • 2011 is the second year that the intersection of Cannon Road and Avenida Encinas was counted/analyzed as part of the Traffic Monitoring Program. • This is the fifth year in more than ten years that the intersection of El Camino Real and Palomar Airport Road has operated at Level of Service C or better. This is partially due to the completion of the College Boulevard/Cannon Road extension projects as well as the northerly extension of Melrose Drive at the intersection of Palomar Airport Road and the extension of Faraday Avenue to Melrose Drive, which continue to change traffic patterns within their immediate project areas. • At count locations near the La Costa Resort, intersection traffic volumes generally show an increase (primarily in the PM peak periods) from the previous years, due to an event (women’s professional tennis tournament) that occurred between July 30 through August 7, 2011 on site. This is evident at the study intersections along El Camino Real near the La Costa Resort site. After analyzing the results of the Summer 2011 count season, three (3) intersections were identified as operating at a mid LOS D during the PM peak hour (No intersections were calculated to operate at LOS E or F): Location # Intersection ICU LOS Period 15 El Camino Real and Alga Road/Aviara Parkway 0.83 D PM peak 16 El Camino Real and Arenal Road 0.83 D PM peak 17 El Camino Real and La Costa Avenue 0.85 D PM peak The ICU and LOS for the Summer count seasons of 2007 through 2011 are summarized in Table 3-1. In addition, Figure 3-2 and Figure 3-3 graphically illustrate the intersection Levels of Service for the AM and PM peak periods, respectively. A discussion of traffic operations at the three (3) intersections identified as operating at LOS D is as follows: El Camino Real and Alga Road/Aviara Parkway (#15) This intersection is operating at a mid LOS D and has operated at a low to mid LOS C from 2007-2009 in the PM peak hour ranging from ICU ratio of 0.72 to 0.76, and operated at a mid LOS D, ICU ratio of 0.87 in 2010. This year’s ICU ratio decreased slightly in the PM peak hour to 0.83, LOS D. The primary reason for this year’s LOS D is the high amount of northbound right turn volumes. This volume was counted to be close to 700 vehicles per hour(vph) in the PM peak. As there are currently no immediate or future plans for the City to improve this intersection, it is recommend that this movement continue to be monitored for significant volume increases. SUMMER 2007SUMMER 2008SUMMER 2009SUMMER 2010SUMMER 2011PEAK HOURPEAK HOURPEAK HOURPEAK HOURPEAK HOURAMPMAMPMAMPMAMPMAMPMCount #Count Intersection/LocationICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOS1 El Camino Real & Plaza Drive0.35 A 0.65 B 0.34 A 0.65 B 0.30 A 0.61 B 0.34 A 0.65 B 0.34 A 0.66 B2 El Camino Real & Marron Road0.37 A 0.55 A 0.35 A 0.49 A 0.35 A 0.50 A 0.34 A 0.52 A 0.34 A 0.53 A3 El Camino Real & Hosp Way0.37 A 0.45 A 0.35 A 0.41 A 0.34 A 0.42 A 0.33 A 0.48 A 0.32 A 0.44 A4 El Camino Real & Carlsbad Village Drive0.49 A 0.63 B 0.44 A 0.57 A 0.42 A 0.55 A 0.45 A 0.55 A 0.45 A 0.59 A5 El Camino Real & Tamarack Avenue0.67 B 0.58 A 0.67 B 0.55 A 0.61 B 0.59 A 0.63 B 0.59 A 0.64 B 0.59 A6 El Camino Real & Cannon Road0.66 B0.85 D0.59 A 0.72 C 0.62 B0.88 D0.60 A 0.78 C 0.61 B 0.80 C7 El Camino Real & College Boulevard0.57 A 0.57 A 0.58 A 0.58 A 0.56 A 0.57 A 0.56 A 0.53 A 0.61 B 0.55 A8 El Camino Real & Faraday Avenue0.70 B 0.75 C 0.66 B 0.65 B 0.60 A 0.68 B 0.65 B 0.70 B 0.66 B 0.72 C9 El Camino Real & Palomar Airport Road0.68 B 0.77 C 0.55 A 0.75 C 0.54 A 0.78 C 0.52 A 0.71 C 0.58 A 0.77 C10 El Camino Real & Town Garden Road0.38 A 0.46 A 0.39 A 0.41 A 0.39 A 0.47 A 0.37 A 0.49 A 0.43 A 0.54 A11 El Camino Real & Camino Vida Roble0.38 A 0.59 A 0.42 A 0.56 A 0.41 A 0.55 A 0.44 A 0.55 A 0.44 A 0.61 B12 El Camino Real & Cassia Road0.58 A 0.62 B 0.59 A 0.56 A 0.59 A 0.55 A 0.57 A 0.58 A 0.64 B 0.61 B13 El Camino Real & Poinsettia Lane0.40 A 0.56 A 0.34 A 0.54 A 0.38 A 0.54 A 0.38 A 0.55 A 0.39 A 0.56 A14 El Camino Real & Dove Lane0.38 A 0.59 A 0.37 A 0.59 A 0.36 A 0.59 A 0.39 A 0.56 A 0.39 A 0.61 B15 El Camino Real & Alga Road / Aviara Parkway0.75 C 0.72 C 0.55 A 0.73 C 0.68 B 0.76 C 0.63 B0.87 D0.63 B0.83 D16 El Camino Real & Arenal Road0.63 B 0.73 C 0.62 B 0.73 C 0.63 B 0.71 C 0.62 B 0.73 C 0.68 B0.83 D17 El Camino Real & La Costa Avenue0.70 B 0.74 C 0.63 B 0.77 C 0.78 C0.84 D0.70 B 0.79 C 0.78 C0.85 D18 El Camino Real & Levante Street0.44 A 0.50 A 0.39 A 0.50 A 0.41 A 0.52 A 0.36 A 0.47 A 0.42 A 0.52 A19 El Camino Real & Calle Barcelona0.52 A 0.58 A 0.46 A 0.62 B 0.48 A 0.60 A 0.45 A 0.57 A 0.48 A 0.61 B20 Palomar Airport Road & Avenida Encinas0.53 A 0.70 B 0.51 A 0.80 C 0.57 A 0.74 C 0.49 A 0.75 C 0.54 A 0.74 C21 Palomar Airport Road & Paseo del Norte0.60 A 0.72 C 0.59 A 0.67 B 0.60 A 0.70 B 0.54 A 0.57 A 0.58 A 0.66 B22 Palomar Airport Road & Armada Drive / Costco Entrance0.53 A 0.66 B 0.56 A 0.70 B 0.52 A 0.69 B 0.57 A 0.75 C 0.52 A 0.72 C23Palomar Airport Road & Hidden Valley Road/The Crossings Drive0.54 A 0.57 A 0.52 A 0.65 B 0.53 A 0.67 B 0.53 A 0.63 B 0.52 A 0.60 A24 Palomar Airport Road & College Boulevard/Aviara Parkway0.62 B 0.70 B 0.59 A 0.72 C 0.54 A 0.72 C 0.58 A 0.77 C 0.59 A 0.76 C25 Palomar Airport Road & Palomar Oaks Way ---- ---- ---- ----0.44 A 0.52 A 0.40 A 0.44 A 0.40 A 0.49 A 0.42 A 0.47 A26 Palomar Airport Road & Camino Vida Roble0.53 A 0.53 A 0.52 A 0.53 A 0.49 A 0.54 A 0.44 A 0.56 A 0.48 A 0.56 A27 Palomar Airport Road & Yarrow Drive0.47 A 0.51 A 0.50 A 0.56 A 0.42 A 0.55 A 0.41 A 0.52 A 0.43 A 0.54 A28 Palomar Airport Road & Loker Avenue West/Innovation Way ---- ---- ---- ----0.75 C 0.68 B 0.66 B 0.76 C 0.72 C 0.64 B 0.66 B 0.69 B29 Palomar Airport Road & El Fuerte Street0.73 C 0.71 C 0.63 B 0.61 B 0.52 A 0.66 B 0.39 A 0.58 A 0.56 A 0.65 B30 Palomar Airport Road & Melrose Drive0.82 D0.71 C 0.68 B 0.68 B0.82 D0.64 B 0.75 C 0.59 A 0.71 C 0.58 A31 Palomar Airport Road & Paseo Valindo/Eagle Drive0.49 A 0.52 A 0.46 A 0.52 A 0.42 A 0.49 A 0.42 A 0.46 A 0.44 A 0.50 A32 Carlsbad Boulevard & Carlsbad Village Drive0.30 A 0.59 A 0.29 A 0.57 A 0.29 A 0.56 A 0.29 A 0.53 A 0.30 A 0.57 A33 Carlsbad Boulevard & Tamarack Avenue0.44 A 0.56 A 0.41 A 0.46 A 0.35 A 0.59 A 0.39 A 0.48 A 0.30 A 0.53 A34 Carlsbad Boulevard & Cannon Road0.49 A 0.77 C 0.35 A 0.69 B 0.38 A 0.69 B 0.50 A 0.68 B 0.58 A 0.80 CTable 3-1INTERSECTION CAPACITY UTILIZATIONANALYSIS SUMMARY3-5 SUMMER 2007SUMMER 2008SUMMER 2009SUMMER 2010SUMMER 2011PEAK HOURPEAK HOURPEAK HOURPEAK HOURPEAK HOURAMPMAMPMAMPMAMPMAMPMCount #Count Intersection/LocationICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOS35 Carlsbad Boulevard & Poinsettia Lane0.53 A 0.52 A 0.26 A 0.26 A 0.32 A 0.31 A 0.29 A 0.34 A 0.27 A 0.52 A36 Carlsbad Boulevard & Avenida Encinas0.44 A 0.50 A 0.30 A 0.32 A 0.35 A 0.33 A 0.33 A 0.44 A 0.30 A 0.57 A37 Rancho Santa Fe Road & San Elijo Road0.51 A 0.62 B 0.51 A 0.69 B 0.50 A 0.75 C 0.52 A 0.75 C 0.57 A 0.76 C38 Rancho Santa Fe Road & La Costa Avenue0.63 B 0.62 B 0.60 A 0.62 B 0.63 B 0.60 A 0.65 B 0.64 B 0.62 B 0.59 A39 Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro0.73 C0.81 D0.67 B 0.75 C 0.56 A 0.73 C 0.54 A 0.54 A 0.56 A 0.59 A40 Carlsbad Village Drive & State Street0.24 A 0.37 A 0.25 A 0.37 A 0.25 A 0.37 A 0.23 A 0.35 A 0.24 A 0.37 A41 Carlsbad Village Drive & Harding Street0.34 A 0.54 A 0.33 A 0.53 A 0.34 A 0.54 A 0.35 A 0.50 A 0.37 A 0.53 A42 Poinsettia Lane and Aviara Parkway0.44 A 0.54 A 0.42 A 0.52 A 0.43 A 0.53 A 0.41 A 0.52 A 0.44 A 0.51 A43 Poinsetta Lane & Paseo del Norte/Lowder Lane0.57 A 0.64 B 0.55 A 0.65 B 0.54 A 0.65 B 0.55 A 0.65 B 0.60 A 0.64 B44 Poinsetta Lane & Avienda Encinas0.42 A 0.61 B 0.44 A 0.62 B 0.47 A 0.70 B 0.45 A 0.70 B 0.53 A 0.69 B45 Alga Road & Melrose Drive0.53 A 0.67 B 0.48 A 0.56 A 0.44 A 0.56 A 0.44 A 0.60 A 0.47 A 0.57 A46 Alga Road & El Fuerte Street0.25 A 0.34 A 0.24 A 0.30 A 0.24 A 0.29 A 0.22 A 0.33 A 0.27 A 0.33 A47 Jefferson Street & Marron Road0.33 A 0.58 A 0.38 A 0.63 B 0.39 A 0.57 A 0.34 A 0.52 A 0.35 A 0.55 A48 Monroe Street & Marron Road0.24 A 0.37 A 0.23 A 0.35 A 0.20 A 0.34 A 0.23 A 0.32 A 0.21 A 0.34 A49 Cannon Road & Avenida Encinas ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.31 A 0.34 A 0.28 A 0.35 A50 Cannon Road & Paseo Del Norte0.59 A 0.50 A 0.57 A 0.50 A 0.52 A 0.48 A 0.53 A 0.53 A 0.56 A 0.54 A51 Cannon Road & LEGOLAND Drive ---- ---- ---- ----0.41 A 0.48 A 0.36 A 0.45 A 0.37 A 0.46 A 0.38 A 0.50 A52 Cannon Road & Faraday Avenue ---- ---- ---- ---- ---- ---- ---- ----0.37 A 0.54 A 0.34 A 0.52 A 0.36 A 0.58 A53 Paseo Del Norte & Car Country Drive ---- ---- ---- ---- ---- ---- ---- ----0.23 A 0.31 A 0.20 A 0.29 A 0.21 A 0.31 A54 College Boulevard & Tamarack Avenue (S)0.50 A 0.56 A 0.44 A 0.51 A 0.51 A 0.52 A 0.64 B 0.50 A 0.46 A 0.53 A55 College Boulevard & Carlsbad Village Drive/Peninsula Drive0.52 A 0.57 A 0.48 A 0.48 A 0.54 A 0.49 A 0.69 B 0.48 A 0.51 A 0.46 A56 College Boulevard & Faraday Avenue0.44 A 0.48 A 0.44 A 0.50 A 0.45 A 0.47 A 0.44 A 0.50 A 0.44 A 0.54 A57 I-5/Carlsbad Village Drive Southbound Ramps0.49 A 0.74 C 0.46 A 0.63 B 0.52 A 0.77 C 0.53 A 0.72 C 0.55 A 0.68 B58 I-5/Carlsbad Village Drive Northbound Ramps0.49 A 0.72 C 0.52 A 0.69 B 0.53 A 0.69 B 0.58 A 0.65 B 0.54 A 0.66 B59 I-5/Tamarack Avenue Southbound Ramps0.53 A 0.45 A 0.46 A 0.53 A 0.50 A 0.49 A 0.58 A 0.52 A 0.56 A 0.47 A60 I-5/Tamarack Avenue Northbound Ramps0.45 A 0.57 A 0.44 A 0.61 B 0.43 A 0.59 A 0.49 A 0.58 A 0.45 A 0.61 B61 I-5/Cannon Road Southbound Ramps0.50 A 0.45 A 0.51 A 0.48 A 0.48 A 0.43 A 0.43 A 0.47 A 0.47 A 0.48 A62 I-5/Cannon Road Northbound Ramps0.52 A 0.57 A 0.49 A 0.56 A 0.46 A 0.54 A 0.46 A 0.56 A 0.49 A 0.58 A63 I-5/Palomar Airport Road Southbound Ramps0.49 A 0.50 A 0.47 A 0.51 A 0.50 A 0.48 A 0.43 A 0.43 A 0.42 A 0.45 A64 I-5/Palomar Airport Road Northbound Ramps0.70 B 0.75 C 0.66 B 0.72 C 0.70 B0.81 D0.65 B 0.73 C 0.64 B 0.71 C65 I-5/Poinsettia Lane Southbound Ramps0.49 A 0.53 A 0.46 A 0.53 A 0.48 A 0.58 A 0.45 A 0.58 A 0.44 A 0.58 A66 I-5/Poinsettia Lane Northbound Ramps0.61 B 0.49 A 0.54 A 0.58 A 0.52 A 0.53 A 0.56 A 0.53 A 0.60 A 0.55 A67 I-5/La Costa Avenue Southbound Ramps0.56 A 0.54 A 0.53 A 0.54 A 0.62 B 0.58 A 0.54 A 0.56 A 0.52 A 0.58 A68 I-5/La Costa Avenue Northbound Ramps0.65 B 0.65 B 0.60 A 0.70 B 0.63 B 0.65 B 0.55 A 0.63 B 0.63 B 0.64 BTable 3-1 (Continued)INTERSECTION CAPACITY UTILIZATIONANALYSIS SUMMARY3-6 3-7 3-8 3-9 El Camino Real and Arenal Road (#16) This intersection is operating at a mid LOS D and has operated at a low LOS C since 2007 in the PM peak hour ranging from ICU ratio of 0.71 to 0.73. This year’s ICU ratio increased to 0.83, LOS D during the PM peak hour. The primary reason for this year’s LOS D is an increase in the southbound through volumes in the PM peak hour, which had an increase of over 460 vehicles per hour from last year. The volume was counted to be about 2,300 vph compared to 1,800 vph in 2010, an increase of approximately 26 percent. As noted earlier, this volume increase could be due to the special event that occurred at the La Costa Resort, when this intersection was counted. This event typically occurs only during one week of the summer. As there are currently no immediate or future plans for the City to improve this intersection, it is recommend that this movement continue to be monitored for significant volume increases. El Camino Real and La Costa Avenue (#17) This intersection is operating at a mid LOS D and has operated at a mid to high LOS C in 2007, 2008 and 2010 in the PM peak hour ranging from ICU ratio of 0.74 to 0.79, and operated at a mid LOS D in 2009 with a ratio of 0.84. Similar to 2009, this year’s ICU ratio increased to 0.85, LOS D during the PM peak hour. The primary reason for this year’s LOS D is an increase in the southbound right volumes in the PM peak hour, which had an increase of nearly 200 vehicles per hour from last year. The volume was counted to be about 900 vph compared to approximately 700 vph in 2010, an increase of approximately 26 percent. Again, this volume increase is most likely related to the special event that occurred at the La Costa Resort, when this intersection was counted. This movement should be continued to be monitored for significant increases. A recommendation to consider is to modify the signal operations and phasing to provide for a southbound to westbound right-turn overlap (a separate right-turn lane is already striped for this approach). However, it should be noted that the elimination of the eastbound U-turn movement at this intersection would also have to be prohibited to avoid vehicular conflicts with the southbound right-turn movement. 3-10 4. CONCLUSIONS The scope of work for this project was developed to allow the City of Carlsbad to monitor growth at several intersections and mid-block locations that have been studied since 1989, as well as monitor new locations. All sixty-eight (68) intersections and all thirty-four (34) mid-block link locations have been studied in previous Traffic Monitoring Reports. The results of the mid-block link counts indicate that overall traffic has increased by an average of three (3) percent from last year. All roadway segments were calculated to operate at LOS A. The information contained in Chapter 3 identifies three (3) critical intersections from the sixty-eight (68) study locations operating at LOS D: Location # Intersection ICU LOS Period 15 El Camino Real and Alga Road/Aviara Parkway 0.83 D PM peak 16 El Camino Real and Arenal Road 0.83 D PM peak 17 El Camino Real and LaCosta Avenue 0.85 D PM peak Suggestions for improvement of these intersections are described in Chapter 3. The remaining signalized intersections were found to have acceptable levels of services. It can be concluded that operations at these remaining intersections may require periodic monitoring and additional geometric analysis. In conclusion, this report was developed for the City of Carlsbad as the twenty-third annual Traffic Monitoring Program for the Growth Management Plan. Critical intersections have been identified and potential mitigation measures have been discussed. The intent of this document is to provide City staff with an indication of the current status of the overall circulation system in terms of intersection and segment capacities and Levels of Service. This report will also be used as a tool for the accurate identification of conditions in specific areas of the City and to identify critical locations that warrant close attention in the future. The City may utilize the conclusions of this report to aid in the creation of a future scope of work for additional traffic monitoring. 4-1 3-11 APPENDIX A INTERSECTION SUMMARY INTERSECTION TURN MOVEMENT COUNTS Sixty-eight (68) key intersections were identified by the City of Carlsbad to be studied under the Traffic Monitoring Program of the Growth Management Plan. Figure A-1 graphically identifies the location of each of the intersections included in the study. Table A-1 documents the dates on which each turning movement count was performed. The data was collected for the AM and PM peak periods and completed during the months of July and August of 2011. The AM peak period was from 6:00 to 9:00 AM, and the PM peak period was from 3:30 to 6:30 PM. It consisted of turn movement counts for each approach for all sixty-eight (68) intersections. Pedestrian and U-turn volume was also collected at each intersection. The data was then reduced and intersection capacity utilization analysis was performed for each signalized intersection. Table A-2 summarizes the results of this initial ICU analysis. The table presents calculated Levels of Service for all sixty-eight (68) intersections during the AM and PM peak hours. When reviewing the reduced intersection data within the following appendix, it should be noted that pedestrian flow for a given vehicular approach is the flow in the crosswalk interfering with right turns from the approach. Thus, for a westbound approach, the pedestrian flow in the north crosswalk would be used; for an eastbound approach, the south-crosswalk flow; for a northbound approach, the east-crosswalk flow; and for a southbound approach, the west-crosswalk flow. Location Number Count Intersection/Location Count Day Count Date 1 El Camino Real & Plaza Drive Tues.7/12 2 El Camino Real & Marron Road Tues.7/12 3 El Camino Real & Hosp Way Tues.7/12 4 El Camino Real & Carlsbad Village Drive Wed.7/13 5 El Camino Real & Tamarack Avenue Wed.7/13 6 El Camino Real & Cannon Road Wed.7/13 7 El Camino Real & College Boulevard Thurs.7/14 8 El Camino Real & Faraday Avenue Thurs.7/28 9 El Camino Real & Palomar Airport Road Tues.7/26 10 El Camino Real & Town Garden Road Wed.7/27 11 El Camino Real & Camino Vida Roble Tues.8/2 12 El Camino Real & Cassia Road Tues.8/2 13 El Camino Real & Poinsettia Lane Tues.8/2 14 El Camino Real & Dove Lane Tues.8/2 15 El Camino Real & Alga Road / Aviara Parkway Tues.8/2 16 El Camino Real & Arenal Road Wed.8/3 17 El Camino Real & La Costa Avenue Wed.8/3 18 El Camino Real & Levante Street Wed.8/3 19 El Camino Real & Calle Barcelona Wed.8/3 20 Palomar Airport Road & Avenida Encinas Tues.8/9 21 Palomar Airport Road & Paseo del Norte Tues. 8/9 22 Palomar Airport Road & Armada Drive / Costco Entrance Thurs.7/14 23 Palomar Airport Road & Hidden Valley Road/The Crossings Drive Thurs.7/14 24 Palomar Airport Road & College Boulevard/Aviara Parkway Thurs.7/14 25 Palomar Airport Road & Palomar Oaks Way Tues.7/26 26 Palomar Airport Road & Camino Vida Roble Tues.7/26 27 Palomar Airport Road & Yarrow Drive Tues.7/26 28 Palomar Airport Road & Loker Avenue West/Innovation Way Wed.7/27 29 Palomar Airport Road & El Fuerte Street Wed.7/27 30 Palomar Airport Road & Melrose Drive Wed.7/27 31 Palomar Airport Road & Paseo Valindo/Eagle Drive Wed.7/27 32 Carlsbad Boulevard & Carlsbad Village Drive Tues.7/19 33 Carlsbad Boulevard & Tamarack Avenue Tues.7/19 34 Carlsbad Boulevard & Cannon Road Thurs.7/21 Table A-1 COUNT DATE SUMMARY SHEET 2011 TRAFFIC MONITORING PROGRAM Location Number Count Intersection/Location Count Day Count Date 35 Carlsbad Boulevard & Poinsettia Lane Thurs.8/11 36 Carlsbad Boulevard & Avenida Encinas Thurs.8/11 37 Rancho Santa Fe Road & San Elijo Road Thurs.8/4 38 Rancho Santa Fe Road & La Costa Avenue Thurs.8/4 39 Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro Thurs.8/4 40 Carlsbad Village Drive & State Street Wed.7/20 41 Carlsbad Village Drive & Harding Street Wed.7/20 42 Poinsettia Lane and Aviara Parkway Wed.8/10 43 Poinsettia Lane & Paseo del Norte/Lowder Lane Wed.8/10 44 Poinsettia Lane & Avenida Encinas Wed.8/10 45 Alga Road & Melrose Drive Thurs.8/4 46 Alga Road & El Fuerte Street Thurs.8/4 47 Jefferson Street & Marron Road Tues.7/12 48 Monroe Street & Marron Road Tues. 7/12 49 Cannon Road & Avenida Encinas Thurs.7/21 50 Cannon Road & Paseo Del Norte Thurs.7/21 51 Cannon Road & LEGOLAND Drive Thurs.7/28 52 Cannon Road & Faraday Avenue Thurs.7/28 53 Paseo del Norte & Car Country Drive Thurs.7/28 54 College Boulevard & Tamarack Avenue (S)Wed.7/13 55 College Boulevard & Carlsbad Village Drive/Peninsula Drive Wed.7/13 56 College Boulevard & Faraday Avenue Thurs.7/14 57 I-5/Carlsbad Village Drive Southbound Ramps Wed.7/20 58 I-5/Carlsbad Village Drive Northbound Ramps Wed.7/20 59 I-5/Tamarack Avenue Southbound Ramps Tues.7/19 60 I-5/Tamarack Avenue Northbound Ramps Tues.7/19 61 I-5/Cannon Road Southbound Ramps Thurs.7/21 62 I-5/Cannon Road Northbound Ramps Thurs.7/21 63 I-5/Palomar Airport Road Southbound Ramps Tues. 8/9 64 I-5/Palomar Airport Road Northbound Ramps Tues.8/9 65 I-5/Poinsettia Lane Southbound Ramps Wed.8/10 66 I-5/Poinsettia Lane Northbound Ramps Wed.8/10 67 I-5/La Costa Avenue Southbound Ramps Thurs.8/11 68 I-5/La Costa Avenue Northbound Ramps Thurs.8/11 Table A-1 (Continued) COUNT DATE SUMMARY SHEET 2011 TRAFFIC MONITORING PROGRAM Table A-2 INTERSECTION LEVEL OF SERVICE AM PM Location Number Count Intersection/Location ICU Ratio LOS ICU Ratio LOS 1 El Camino Real & Plaza Drive 0.34 A 0.66 B 2 El Camino Real & Marron Road 0.34 A 0.53 A 3 El Camino Real & Hosp Way 0.32 A 0.44 A 4 El Camino Real & Carlsbad Village Drive 0.45 A 0.59 A 5 El Camino Real & Tamarack Avenue 0.64 B 0.59 A 6 El Camino Real & Cannon Road 0.61 B 0.80 C 7 El Camino Real & College Boulevard 0.61 B 0.55 A 8 El Camino Real & Faraday Avenue 0.66 B 0.72 C 9 El Camino Real & Palomar Airport Road 0.58 A 0.77 C 10 El Camino Real & Town Garden Road 0.43 A 0.54 A 11 El Camino Real & Camino Vida Roble 0.44 A 0.61 B 12 El Camino Real & Cassia Road 0.64 B 0.61 B 13 El Camino Real & Poinsettia Lane 0.39 A 0.56 A 14 El Camino Real & Dove Lane 0.39 A 0.61 B 15 El Camino Real & Alga Road / Aviara Parkway 0.63 B 0.83 D 16 El Camino Real & Arenal Road 0.68 B 0.83 D 17 El Camino Real & La Costa Avenue 0.78 C 0.85 D 18 El Camino Real & Levante Street 0.42 A 0.52 A 19 El Camino Real & Calle Barcelona 0.48 A 0.61 B 20 Palomar Airport Road & Avenida Encinas 0.54 A 0.74 C 21 Palomar Airport Road & Paseo del Norte 0.58 A 0.66 B 22 Palomar Airport Road & Armada Drive / Costco Entrance 0.52 A 0.72 C 23 Palomar Airport Road & Hidden Valley Road/The Crossings Drive 0.52 A 0.60 A 24 Palomar Airport Road & College Boulevard/Aviara Parkway 0.59 A 0.76 C 25 Palomar Airport Road & Palomar Oaks Way 0.42 A 0.47 A 26 Palomar Airport Road & Camino Vida Roble 0.48 A 0.56 A 27 Palomar Airport Road & Yarrow Drive 0.43 A 0.54 A 28 Palomar Airport Road & Loker Avenue West/Innovation Way 0.66 B 0.69 B 29 Palomar Airport Road & El Fuerte Street 0.56 A 0.65 B 30 Palomar Airport Road & Melrose Drive 0.71 C 0.58 A 31 Palomar Airport Road & Paseo Valindo/Eagle Drive 0.44 A 0.50 A 32 Carlsbad Boulevard & Carlsbad Village Drive 0.30 A 0.57 A 33 Carlsbad Boulevard & Tamarack Avenue 0.30 A 0.53 A 34 Carlsbad Boulevard & Cannon Road 0.58 A 0.80 C 2011 TRAFFIC MONITORING PROGRAM INTERSECTION LEVEL OF SERVICE AM PM Location Number Count Intersection/Location ICU Ratio LOS ICU Ratio LOS 35 Carlsbad Boulevard & Poinsettia Lane 0.27 A 0.52 A 36 Carlsbad Boulevard & Avenida Encinas 0.30 A 0.57 A 37 Rancho Santa Fe Road & San Elijo Road 0.57 A 0.76 C 38 Rancho Santa Fe Road & La Costa Avenue 0.62 B 0.59 A 39 Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro 0.56 A 0.59 A 40 Carlsbad Village Drive & State Street 0.24 A 0.37 A 41 Carlsbad Village Drive & Harding Street 0.37 A 0.53 A 42 Poinsettia Lane and Aviara Parkway 0.44 A 0.51 A 43 Poinsettia Lane & Paseo del Norte/Lowder Lane 0.60 A 0.64 B 44 Poinsettia Lane & Avenida Encinas 0.53 A 0.69 B 45 Alga Road & Melrose Drive 0.47 A 0.57 A 46 Alga Road & El Fuerte Street 0.27 A 0.33 A 47 Jefferson Street & Marron Road 0.35 A 0.55 A 48 Monroe Street & Marron Road 0.21 A 0.34 A 49 Cannon Road & Avenida Encinas 0.28 A 0.35 A 50 Cannon Road & Paseo Del Norte 0.56 A 0.54 A 51 Cannon Road & LEGOLAND Drive 0.38 A 0.50 A 52 Cannon Road & Faraday Avenue 0.36 A 0.58 A 53 Paseo del Norte & Car Country Drive 0.21 A 0.31 A 54 College Boulevard & Tamarack Avenue (S) 0.46 A 0.53 A 55 College Boulevard & Carlsbad Village Drive/Peninsula Drive 0.51 A 0.46 A 56 College Boulevard & Faraday Avenue 0.44 A 0.54 A 57 I-5/Carlsbad Village Drive Southbound Ramps 0.55 A 0.68 B 58 I-5/Carlsbad Village Drive Northbound Ramps 0.54 A 0.66 B 59 I-5/Tamarack Avenue Southbound Ramps 0.56 A 0.47 A 60 I-5/Tamarack Avenue Northbound Ramps 0.45 A 0.61 B 61 I-5/Cannon Road Southbound Ramps 0.47 A 0.48 A 62 I-5/Cannon Road Northbound Ramps 0.49 A 0.58 A 63 I-5/Palomar Airport Road Southbound Ramps 0.42 A 0.45 A 64 I-5/Palomar Airport Road Northbound Ramps 0.64 B 0.71 C 65 I-5/Poinsettia Lane Southbound Ramps 0.44 A 0.58 A 66 I-5/Poinsettia Lane Northbound Ramps 0.60 A 0.55 A 67 I-5/La Costa Avenue Southbound Ramps 0.52 A 0.58 A 68 I-5/La Costa Avenue Northbound Ramps 0.63 B 0.64 B 2011 TRAFFIC MONITORING PROGRAM Table A-2 (Continued) CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 1 Intersection Location: El Camino Real & Plaza Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #01E/W Street : Plaza DriveData Collected by : Lucia, RoxanneCount Date :Day :Traffic Control :Signalized07/12/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0081111158850100005017020516:30 AM 008940329137601010050110029506:45 AM 109290216156202000060311030907:00 AM 101095215523441000002116038337:15 AM 1011230321219000300004007036407:30 AM 101381003110200304000070016042007:45 AM* 3114713133162792030200110015052518:00 AM* 10182712618312702012080114058118:15 AM* 101448234102383120012100015046658:30 AM* 11147625314226508000380016048558:45 AM 20180140427229607020040017051009:00 AM 101851004911242110401231000905353Max. 15 min. 3 1 185 14 2 53 18 312 1118022311131705815Pk. Hr. Vol. 6 2 620 34 6 146 58 1055 17 1 15033537016002057 127:30 AMPeakIntersection Traffic in Pk. Hr. = 2057 Peak Hr. Factor0.898:30 AMHourIntersection Pdstrns in Pk. Hr. = 123:45 PM 712571128216208311670793150242075564:00 PM 512951115818221480720693110453081244:15 PM 5 1 280 15 1 71 15 206 28 1 68 0 6 14 7 11 0 3 38 0 761 94:30 PM 313321117115204403710672230744083564:45 PM 512921126828223341790693120537081065:00 PM* 513338383172474107007861101048088995:15 PM* 4 1 310 7 0 58 27 233 25 0 74 0 5 12 1 13 0 7 49 0 825 15:30 PM* 3 0 360 6 1 69 25 235 38 0 67 0 7 12 2 13 0 3 55 0 893 35:45 PM* 60316917324230360830391200737085326:00 PM 7 1 289 12 0 75 14 206 30 0 64 0 7 10 0 15 0 2 43 0 775 06:15 PM 622441907812189260720380140336071206:30 PM 3 0 251 9 0 71 28 234 44 0 68 0 5 14 3 21 0 5 42 0 795 3Max. 15 min. 7 2 360 19 3 83 28 247 48 3 83 0 7 14 7 23 0 10 55 0 893 9Pk. Hr. Vol. 18 2 1319 30 5 283 93 945 140 0 294 0 22 41 10 57 0 27 189 0 3460 154:45 PMPeakIntersection Traffic in Pk. Hr. = 3460 Peak Hr. Factor0.975:45 PMHourIntersection Pdstrns in Pk. Hr. = 15Tuesday El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 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 1 1 urations 3 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 230230201011 Capacity 3600 6000 0 3600 6000 0 3800 0 1800 0 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 8 620 34 204 1055 17 15 3 3 37 1 60 Adjusted Hourly Volume 8 654 0 204 1072 0 21 0 6 0 38 98 Utilization Factor 0.00 0.11 0.00 0.06 0.18 0.00 0.01 0.00 0.00 0.00 0.02 0.05 Critical Factors 0.00 0.18 0.01 0.05 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 2029 Total Name : Lucia, Roxanne 1276 753 Subtotals 58 Sub -17 1055 204 Sub - Totals totals totals Totals W E e24 a s45 0 15 60 s t213 198t 3370281 A North A p 183 p p p r r 8 620 34 Plaza Drive 2 Subtotals 1097 662 Total 1759 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 8:30 AM 7:30 AM El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 23023020101 1 Capacity 3600 6000 0 3600 6000 0 3800 0 1800 0 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 20 1319 30 376 945 140 294 22 41 57 27 189 Adjusted Hourly Volume 20 1349 0 376 1085 0 357 0 63 0 84 273 Utilization Factor 0.01 0.22 0.00 0.10 0.18 0.00 0.09 0.00 0.04 0.00 0.04 0.15 Critical Factors 0.22 0.10 0.09 0.15 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day : Tuesday 3356 Total Name : Lucia, Roxanne 1461 1895 Subtotals 93 Sub -140 945 376 Sub - Totals totals totals Totals W E e 185 a s 542 0 294 189 s t 357 22 27 273 t 41 57 0 608 A North A p 335 p p p r r 20 1319 30 Plaza Drive 2 Subtotals 1045 1369 Total 2414 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 2 Intersection Location: El Camino Real & Marron Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #02E/W Street : Marron RoadData Collected by : Daniel, MilesCount Date : Day :Traffic Control :Signalized07/12/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 3069206178202026030213018906:30 AM 306540411338120431110624026826:45 AM 2081707015410203201601224231127:00 AM 50891021701999120270130623238257:15 AM 30835210217460403801801424235447:30 AM 701271501211905180290160822442257:45 AM 6012380143242150110691260928350048:00 AM* 3014880332297192809431901027158768:15 AM* 80121131224202142401140220824245758:30 AM* 9 0 130 14 0 21 1 189 23 1 10 0 16 8 2 28 0 12 14 3 475 68:45 AM* 9 0 157 13 1 12 0 207 14 0 17 0 16 11 3 16 0 10 31 1 513 59:00 AM 15 0 169 7 0 23 2 201 27 0 7 0 11 9 2 15 0 8 26 0 520 2Max. 15 min. 15 0 169 15 2 33 4 297 27 2 17 0 16 14 3 28 0 14 31 4 587 6Pk. Hr. Vol. 29 0 556 48 2 88 7 895 70 5 39 0 42 37 8 85 0 40 96 7 2032 227:45 AMPeakIntersection Traffic in Pk. Hr. = 2032 Peak Hr. Factor0.878:45 AMHourIntersection Pdstrns in Pk. Hr. = 223:45 PM 32 0 213 21 0 48 2 138 32 3 37 0 33 18 5 33 0 26 25 5 658 134:00 PM 34 1 226 29 0 54 3 172 16 0 37 0 28 26 1 37 0 24 32 4 719 54:15 PM 35 0 249 27 2 42 1 144 36 0 45 0 34 34 1 35 0 23 48 10 753 134:30 PM 33 1 288 26 2 41 3 159 43 2 29 0 35 24 1 34 0 27 40 3 783 84:45 PM 29 1 195 25 0 42 1 160 34 2 41 0 34 32 5 31 0 24 44 7 693 145:00 PM* 38 0 297 21 0 53 6 169 38 0 37 0 42 32 1 35 0 35 31 1 834 25:15 PM* 40 0 273 25 1 52 5 175 25 0 37 0 38 32 1 32 0 35 44 0 813 25:30 PM* 56 0 276 19 0 53 1 176 24 2 43 0 24 30 2 30 0 24 41 5 797 95:45 PM* 31 1 244 25 2 60 4 162 33 2 46 0 39 24 6 38 0 23 51 2 781 126:00 PM 34 1 244 28 1 56 3 160 23 1 27 0 38 14 1 29 0 27 45 1 729 46:15 PM 20 1 210 22 0 48 2 135 34 2 30 0 27 18 1 29 0 26 37 3 639 66:30 PM 32 0 223 22 0 62 5 157 37 0 26 0 27 18 2 46 0 23 39 1 717 3Max. 15 min. 56 1 297 29 2 62 6 176 43 3 46 0 42 34 6 46 0 35 51 10 834 14Pk. Hr. Vol. 165 1 1090 90 3 218 16 682 120 4 163 0 143 118 10 135 0 117 167 8 3225 254:45 PMPeakIntersection Traffic in Pk. Hr. = 3225 Peak Hr. Factor0.975:45 PMHourIntersection Pdstrns in Pk. Hr. = 25Tuesday El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1111 urations 3 1111 4111111 511 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 29 556 48 95 895 70 39 42 37 85 40 96 Adjusted Hourly Volume 29 604 0 95 965 0 39 79 0 85 136 0 Utilization Factor 0.01 0.10 0.00 0.03 0.16 0.00 0.02 0.02 0.00 0.05 0.03 0.00 Critical Factors 0.01 0.16 0.02 0.05 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 1758 Total Name : Daniel, Miles 1060 698 Subtotals 7 Sub -70 895 95 Sub - Totals totals totals Totals W E e 139 a s 257 0 39 96 s t 118 42 40 221 t 37 85 0 399 A North A p 178 p p p r r 29 556 48 Marron Road 0 Subtotals 1017 633 Total 1650 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 8:45 AM 7:45 AM El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 11 11 5 11 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 166 1090 90 234 682 120 163 143 118 135 117 167 Adjusted Hourly Volume 166 1180 0 234 802 0 163 261 0 135 284 0 Utilization Factor 0.05 0.20 0.00 0.07 0.13 0.00 0.09 0.07 0.00 0.08 0.07 0.00 Critical Factors 0.20 0.07 0.09 0.07 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 2472 Total Name : Daniel, Miles 1036 1436 Subtotals 16 Sub -120 682 234 Sub - Totals totals totals Totals W E e 402 a s 826 0 163 167 s t 424 143 117 419 t 118 135 0 870 A North A p 451 p p p r r 166 1090 90 Marron Road 1 Subtotals 936 1346 Total 2282 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 3 Intersection Location: El Camino Real & Hosp Way Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #03E/W Street : Hosp WayData Collected by : Lizzy, ZhelanCount Date :Day :Traffic Control :Signalized07/12/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 2048301083301801300001016306:30 AM 10611000148211600300000023216:45 AM 10682010161702000300010026407:00 AM 00831030213501700801000033107:15 AM 00754420198611201402011030657:30 AM 101212042200401800704011136517:45 AM* 1111471602664018001215003143738:00 AM* 001251501103045013021803002049808:15 AM* 1012161111223709111304013040218:30 AM* 1011753422138019021103003138848:45 AM 0014443522171002800904002042539:00 AM 201551318021251190180202604332Max. 15 min. 2 1 155 15 4 11 2 304 10 1 28 1 2 181502614985Pk. Hr. Vol. 3 1 477 33 5 32 3 1006 24 0 59 1 5 54 1 15 0 1 11 2 1725 87:30 AMPeakIntersection Traffic in Pk. Hr. = 1725 Peak Hr. Factor0.878:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 932611316015816319023034011152654:00 PM 56277200912111208012217034057624:15 PM 8230472511871806042117052256854:30 PM 7131724014318817214056226058063544:45 PM 822782203018628013042015093057305:00 PM* 13127329155198190200672240106261655:15 PM* 342892017220522021024223067061535:30 PM* 1423574205119523020056229068171335:45 PM* 922473704219325118038137042059126:00 PM 682261316118612017002038007252236:15 PM 422681402215826016056021012252726:30 PM 101220102501722321604402605204984Max. 15 min. 14 8 357 42 2 14 5 211 28 3 21068238010827135Pk. Hr. Vol. 39 9 1166 128 2 21 10 791 89 1 79 0 16 25 7 113 0 26 23 3 2535 134:45 PMPeakIntersection Traffic in Pk. Hr. = 2535 Peak Hr. Factor0.895:45 PMHourIntersection Pdstrns in Pk. Hr. = 13Tuesday El Camino Real at Hosp Way Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111 urations 3 1 1 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 130130110110 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 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 4 477 33 35 1006 24 60 5 54 15 1 11 Adjusted Hourly Volume 4 510 0 35 1030 0 65 59 0 15 12 0 Utilization Factor 0.00 0.09 0.00 0.02 0.17 0.00 0.04 0.03 0.00 0.01 0.01 0.00 Critical Factors 0.00 0.17 0.04 0.01 ICU Ratio = 0.32 LOS = A Turning Movements at Intersection of :El Camino Real and Hosp Way Time : to North Approach El Camino Real Date : Day : Tuesday 1615 Total Name : Lizzy, Zhelan 1065 550 Subtotals 3 Sub -24 1006 35 Sub - Totals totals totals Totals W E e29 a s 148 1 60 11 s t 119 5 1 27 t 54 15 0 97 A North A p 70 p p p r r 4 477 33 Hosp Way 1 Subtotals 1076 514 Total 1590 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 8:30 AM 7:30 AM El Camino Real at Hosp Way Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 130130110110 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 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 48 1166 128 31 791 89 79 16 25 113 26 23 Adjusted Hourly Volume 48 1294 0 31 880 0 79 41 0 113 49 0 Utilization Factor 0.03 0.22 0.00 0.02 0.15 0.00 0.04 0.02 0.00 0.06 0.02 0.00 Critical Factors 0.22 0.02 0.04 0.06 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :El Camino Real and Hosp Way Time : to North Approach El Camino Real Date : Day : Tuesday 2189 Total Name : Lizzy, Zhelan 911 1278 Subtotals 10 Sub -89 791 31 Sub - Totals totals totals Totals W E e 154 a s 274 0 79 23 s t 120 16 26 162 t 25 113 0 327 A North A p 165 p p p r r 48 1166 128 Hosp Way 9 Subtotals 938 1342 Total 2280 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 4 Intersection Location: El Camino Real & Carlsbad Village Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #04E/W Street : Carlsbad Village DriveData Collected by : Rhea, Mary RoseCount Date :Day :Traffic Control :Signalized07/13/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0021103475707062040119015006:30 AM 303620121028060270702820022406:45 AM 305210351632014041001303815132317:00 AM 504940932081701005401304334040407:15 AM 30550053169130280131421104624038427:30 AM 507500711851702601680804727142217:45 AM* 7 0 76 1 0 12 10 280 23 1 29 0 13 15 2 13 0 61 36 2 576 58:00 AM* 16 0 85 3 0 19 11 294 22 0 32 0 11 15 1 15 0 57 32 0 612 18:15 AM* 9 1 88 4 0 14 7 204 25 2 24 0 16 12 0 14 0 53 38 0 509 28:30 AM* 8 0 110 1 0 17 9 189 23 1 31 0 16 12 1 18 0 36 28 1 498 38:45 AM 11 0 91 2 0 7 15 162 21 2 36 0 19 15 1 16 0 48 29 0 472 39:00 AM 17 0 105 2 0 19 16 163 20 0 29 0 20 15 0 13 0 84 27 0 530 0Max. 15 min. 17 1 110 4 0 19 16 294 25 2 36 0 20 15 2 18 0 84 38 2 612 5Pk. Hr. Vol. 40 1 359 9 0 62 37 967 93 4 116 0 56 54 4 60 0 207 134 3 2195 117:30 AMPeakIntersection Traffic in Pk. Hr. = 2195 Peak Hr. Factor0.908:30 AMHourIntersection Pdstrns in Pk. Hr. = 113:45 PM 11 0 167 11 0 28 9 119 20 1 29 0 47 17 1 10 0 43 30 0 541 24:00 PM 8025411034101612903804190904740169114:15 PM 17 0 273 8 1 45 8 144 28 1 38 0 52 12 0 11 0 45 28 0 709 24:30 PM 20025716030141502824005460104329468864:45 PM* 21 0 291 8 1 51 9 150 37 0 45 0 74 12 0 10 0 44 28 0 780 15:00 PM* 21 0 282 19 2 36 6 166 27 0 32 0 65 14 0 14 0 53 24 0 759 25:15 PM* 29 0 308 17 1 42 9 166 32 1 41 0 57 17 1 7 0 37 29 1 791 45:30 PM* 26 0 360 19 0 46 3 146 37 0 43 0 58 11 0 11 0 33 35 0 828 05:45 PM 26 0 262 14 0 42 3 144 30 0 30 0 67 10 0 13 1 44 27 2 713 26:00 PM 16 1 230 15 0 33 7 132 44 0 42 0 62 10 0 8 0 54 38 1 692 16:15 PM 2212172204041294303805850503026064006:30 PM 16020314035397312280597060413005702Max. 15 min. 29 1 360 22 2 51 14 166 44 2 45 0 74 17 1 14 1 54 40 4 828 6Pk. Hr. Vol. 97 0 1241 63 4 175 27 628 133 1 161 0 254 54 1 42 0 167 116 1 3158 74:30 PMPeakIntersection Traffic in Pk. Hr. = 3158 Peak Hr. Factor0.955:30 PMHourIntersection Pdstrns in Pk. Hr. = 7Wednesday El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1 1 1 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 130130120120 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 41 359 9 99 967 93 116 56 54 60 207 134 Adjusted Hourly Volume 41 368 0 99 1060 0 116 110 0 60 341 0 Utilization Factor 0.02 0.06 0.00 0.06 0.18 0.00 0.06 0.03 0.00 0.03 0.09 0.00 Critical Factors 0.02 0.18 0.06 0.09 ICU Ratio = 0.45 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Wednesday 1805 Total Name : Rhea, Mary Rose 1159 646 Subtotals 37 Sub -93 967 99 Sub - Totals totals totals Totals W E e 340 a s 566 0 116 134 s t 226 56 207 401 t 54 60 0 528 A North A p 127 p p p r r 41 359 9 Carlsbad Village Drive 1 Subtotals 1082 409 Total 1491 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/13/11 8:30 AM 7:30 AM El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 130130120120 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 97 1241 63 202 628 133 161 254 54 42 167 116 Adjusted Hourly Volume 97 1304 0 202 761 0 161 308 0 42 283 0 Utilization Factor 0.05 0.22 0.00 0.11 0.13 0.00 0.09 0.08 0.00 0.02 0.07 0.00 Critical Factors 0.22 0.11 0.09 0.07 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Wednesday 2508 Total Name : Rhea, Mary Rose 963 1545 Subtotals 27 Sub -133 628 202 Sub - Totals totals totals Totals W E e 397 a s 866 0 161 116 s t 469 254 167 325 t 54 42 0 817 A North A p 492 p p p r r 97 1241 63 Carlsbad Village Drive 0 Subtotals 724 1401 Total 2125 Note : Left-turn volumes include U-turns. U-turns in bold. South Approach 07/13/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 5 Intersection Location: El Camino Real & Tamarack Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of : N/S Street : El Camino RealFile : 2011 Int #05E/W Street : Tamarack AvenueData Collected by : Miles, DanielCount Date : Day : Traffic Control : Signalized07/13/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 5 0 257000711040470210221016806:30 AM 5 0 2330001142030470180112419246:45 AM 3 0 45310019550504160340151132627:00 AM 4 0 50501019650204150500296136717:15 AM 7 0 508020178607010180520254136717:30 AM 9 0 60701021120407240540224040507:45 AM * 9 0 74 33 1 1 0 290815015281800267057638:00 AM * 13 0 68 14 0 4 0 344 8 3 10 0 21 59 0 87 0 33 6 3 667 68:15 AM * 18 0 78 19 0 4 1 225 4 0 10 0 20 32 0 58 0 32 6 0 507 08:30 AM * 9 0 83 14 0 5 0 239409013450430332049908:45 AM 24 0 79 19 0 1 0 189202025340500424047109:00 AM 14 0 95 18 0 4 0 184 5 0 11 0 16 37 1 49 0 40 6 1 479 2Max. 15 min. 24 0 95 33 1 5 1 344 8 3 11 0 25 59 1 87 0 42 7 4 667 6Pk. Hr. Vol. 49 0 303 80 1 14 1 1098 24 4 34 0 69 164 1 268 0 124 21 3 2249 97:30 AM PeakIntersection Traffic in Pk. Hr. = 2249 Peak Hr. Factor0.848:30 AM Hour Intersection Pdstrns in Pk. Hr. = 93:45 PM 17 0 189 24 1 12 0 102 12 0 6 0 22 23 1 28 0 24 3 0 462 24:00 PM 25 0 249 37 0 5 0 142 10 0 7 0 29 23 0 28 0 23 8 1 586 14:15 PM 24 2 314 42 0 10 0 130 5 0 12 0 29 12 0 33 0 30 9 0 652 04:30 PM 33 0 282 58 1 9 0 130706018170360276062914:45 PM 32 0 296 45 0 8 0 134 10 0 15 0 32 28 0 25 0 24 6 2 655 25:00 PM * 33 0 321 50 0 11 0 137 13 0 11 0 31 21 0 25 0 30 4 0 687 05:15 PM * 44 0 365 61 0 6 0 143 10 0 15 0 32 20 0 34 0 23 6 0 759 05:30 PM * 55 0 361 67 0 6 1 132809037150270314275325:45 PM * 40 1 274 50 0 5 0 133 13 0 15 0 41 19 0 35 0 32 9 0 667 06:00 PM 33 0 259 66 0 6 0 133 8 0 12 0 23 20 0 27 0 32 4 0 623 06:15 PM 26 0 227 54 0 8 0 97 17 0 13 0 37 12 0 18 0 28 9 0 546 06:30 PM 26 2 184 29 0 2 0 76 12 0 9 0 41 10 0 26 0 24 5 0 446 0Max. 15 min. 55 2 365 67 1 12 1 143 17 0 15 0 41 28 1 36 0 32 9 2 759 2Pk. Hr. Vol. 172 1 1321 228 0 28 1 545 44 0 50 0 141 75 0 121 0 116 23 2 2866 24:45 PM PeakIntersection Traffic in Pk. Hr. = 2866 Peak Hr. Factor0.945:45 PM Hour Intersection Pdstrns in Pk. Hr. = 2Wednesday El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 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 41 1 5 6 Outside 7 Free-flow Lane Settings 121121111120 Capacity 1800 4000 1800 1800 4000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 49 303 80 15 1098 24 34 69 164 268 124 21 Adjusted Hourly Volume 49 303 80 15 1098 24 34 69 164 268 145 0 Utilization Factor 0.03 0.08 0.04 0.01 0.27 0.01 0.02 0.03 0.09 0.15 0.04 0.00 Critical Factors 0.03 0.27 0.09 0.15 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 1496 Total Name : Miles, Daniel 1137 359 Subtotals 1 Sub -24 1098 15 Sub - Totals totals totals Totals W E e 197 a s 464 0 34 21 s t 267 69 124 413 t 164 268 0 576 A North A p 163 p p p r r 49 303 80 Tamarack Avenue 0 Subtotals 1530 432 Total 1962 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/13/11 8:30 AM 7:30 AM El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 5 6 Outside 7 Free-flow Lane Settings 121121111120 Capacity 1800 4000 1800 1800 4000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 173 1321 228 29 545 44 50 141 75 121 116 23 Adjusted Hourly Volume 173 1321 228 29 545 44 50 141 75 121 139 0 Utilization Factor 0.10 0.33 0.13 0.02 0.14 0.02 0.03 0.07 0.04 0.07 0.03 0.00 Critical Factors 0.33 0.02 0.07 0.07 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 2013 Total Name : Miles, Daniel 618 1395 Subtotals 1 Sub -44 545 29 Sub - Totals totals totals Totals W E e 332 a s 598 0 50 23 s t 266 141 116 260 t 75 121 0 657 A North A p 397 p p p r r 173 1321 228 Tamarack Avenue 1 Subtotals 742 1722 Total 2464 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/13/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 6 Intersection Location: El Camino Real & Cannon Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #06E/W Street : Cannon RoadData Collected by : Salvador, DavidCount Date :Day :Traffic Control :Signalized07/13/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 4 0 24 17 0 1 0 93 25 1 1 0 11 1 2 73 0 36 2 0 288 36:30 AM 3 0 26 22 1 1 1 105 18 0 3 0 14 2 0 94 0 65 1 0 355 16:45 AM 8 0 44 16 0 4 0 186 42 0 4 0 13 6 2 97 1 93 2 0 516 27:00 AM 5 0 49 30 0 3 0 230 56 0 6 0 13 7 1 175 1 135 0 0 710 17:15 AM 8 0 60 31 1 0 0 248 50 1 9 0 12 3 2 156 0 103 2 1 682 57:30 AM 6 0 55 30 0 3 0 225 49 1 12 0 13 12 1 207 1 121 1 2 735 47:45 AM* 16 0 96 45 0 2 2 338 64 0 13 0 22 16 3 155 0 105 2 0 876 38:00 AM* 20 0 87 52 1 5 0 433 68 0 14 0 17 22 1 253 1 140 5 0 1117 28:15 AM* 16 0 90 60 0 4 0 304 48 0 15 0 20 13 0 167 0 90 5 1 832 18:30 AM* 12 1 101 45 0 4 0 317 58 1 17 0 18 15 0 149 0 89 4 1 830 28:45 AM 14 0 100 37 2 0 0 258 45 0 20 0 28 24 0 117 0 60 2 0 705 29:00 AM 20 0 112 40 0 4 1 219 41 0 22 0 24 42 0 158 0 94 2 0 779 0Max. 15 min. 20 1 112 60 2 5 2 433 68 1 22 0 28 42 3 253 1 140 5 2 1117 5Pk. Hr. Vol. 64 1 374 202 1 15 2 1392 238 1 59 0 77 66 4 724 1 424 16 2 3655 87:30 AMPeakIntersection Traffic in Pk. Hr. = 3655 Peak Hr. Factor0.828:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 28 0 224 117 1 7 1 127 32 1 43 0 94 20 0 53 0 30 1 0 777 24:00 PM 16 0 258 148 1 6 0 152 39 1 42 0 138 13 0 55 0 55 7 0 929 24:15 PM 17 1 334 155 0 12 1 122 28 0 88 0 116 19 0 63 0 31 8 0 995 04:30 PM 15 0 316 156 0 4 0 147 20 0 63 0 104 15 0 80 0 41 6 1 967 14:45 PM 11 2 299 216 0 10 4 146 29 0 62 0 125 23 1 64 0 26 12 1 1029 25:00 PM* 21 0 366 176 0 4 2 164 25 0 65 0 122 17 0 60 0 58 11 6 1091 65:15 PM* 25 0 407 230 0 8 0 142 20 0 89 0 133 17 4 65 0 38 6 1 1180 55:30 PM* 28 3 434 233 0 7 0 141 27 0 77 0 143 30 1 69 0 34 8 0 1234 15:45 PM* 27 0 335 178 0 4 2 142 43 1 68 1 156 17 1 59 0 43 9 0 1084 26:00 PM 19 0 285 146 0 7 2 128 42 0 57 0 120 25 1 61 0 37 6 0 935 16:15 PM 8 0 255 120 0 5 0 121 30 3 66 1 79 8 0 62 0 56 3 0 814 36:30 PM 8 0 188 90 0 5 2 88 23 0 37 0 92 17 0 49 0 28 5 2 632 2Max. 15 min. 28 3 434 233 1 12 4 164 43 3 89 1 156 30 4 80 0 58 12 6 1234 6Pk. Hr. Vol. 101 3 1542 817 0 23 4 589 115 1 299 1 554 81 6 253 0 173 34 7 4589 144:45 PMPeakIntersection Traffic in Pk. Hr. = 4589 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 14Wednesday El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1111 411 1111 51 6 Outside 7 Free-flow Lane Settings 121131220220 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 65 374 202 17 1392 238 59 77 66 725 424 16 Adjusted Hourly Volume 65 374 202 17 1392 238 59 143 0 725 440 0 Utilization Factor 0.04 0.09 0.11 0.01 0.23 0.13 0.02 0.04 0.00 0.20 0.11 0.00 Critical Factors 0.04 0.23 0.04 0.20 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day : Wednesday 2098 Total Name : Salvador, David 1647 451 Subtotals 2 Sub -238 1392 17 Sub - Totals totals totals Totals W E e 726 a s 928 0 59 16 s t 202 77 424 1165 t 66 725 1 1460 A North A p 295 p p p r r 65 374 202 Cannon Road 1 Subtotals 2183 641 Total 2824 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/13/11 8:30 AM 7:30 AM El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 11 11 5 1 6 Outside 7 Free-flow Lane Settings 121131220220 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 104 1542 817 27 589 115 300 554 81 253 173 34 Adjusted Hourly Volume 104 1542 817 27 589 115 300 635 0 253 207 0 Utilization Factor 0.06 0.39 0.45 0.02 0.10 0.06 0.08 0.16 0.00 0.07 0.05 0.00 Critical Factors 0.45 0.02 0.16 0.07 ICU Ratio = 0.80 LOS = C Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day : Wednesday 2610 Total Name : Salvador, David 731 1879 Subtotals 4 Sub -115 589 27 Sub - Totals totals totals Totals W E e 390 a s 1325 1 300 34 s t 935 554 173 460 t 81 253 0 1854 A North A p 1394 p p p r r 104 1542 817 Cannon Road 3 Subtotals 926 2463 Total 3389 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/13/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 7 Intersection Location: El Camino Real & College Boulevard Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #07E/W Street : College BoulevardData Collected by : Roxanne, AngelCount Date :Day :Traffic Control :Signalized07/14/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 31331010130400601002032022306:30 AM 75330010149542400001033026026:45 AM 815900402064301203201035134717:00 AM 6475104035611701101001083058707:15 AM 926220203557102000006076054207:30 AM 838010103439911002216068156937:45 AM* 1617112015039212401601309077070918:00 AM* 181912310105061440220020120614086808:15 AM* 282211030403451230180322100611068528:30 AM* 1181520050323106019032019068066208:45 AM 1241231218027488024011090512057319:00 AM 16717112090357108025081010081507470Max. 15 min. 28 22 171 12 1 9 0 506 144 2 25083219081518683Pk. Hr. Vol. 73 66 497 4 1 15 0 1566 497 0 750792500254002924 37:30 AMPeakIntersection Traffic in Pk. Hr. = 2924 Peak Hr. Factor0.848:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 4630810010020737010703509147071804:00 PM 8728311080161300980200120810063804:15 PM 7438911140177260107044013059076014:30 PM 52355916020126097063050613073414:45 PM 20319405019933014406122038072625:00 PM* 2742010114118135311905417047081655:15 PM* 42426150110218340184012705037092805:30 PM* 3343810060234381143063250517191145:45 PM* 213337080221260111010204013072906:00 PM 34357801012233308307308043074706:15 PM 582741926020736082013106019066726:30 PM 11248103601783604801050505925625Max. 15 min. 8 8 438 19 3 14 1 234 38 3 184 0 13 7 2 13 1 8 17 2 928 5Pk. Hr. Vol. 11 13 1617 42 1 39 1 854 133 4 557 0 33 16 3 21 0 13 34 1 3384 94:45 PMPeakIntersection Traffic in Pk. Hr. = 3384 Peak Hr. Factor0.915:45 PMHourIntersection Pdstrns in Pk. Hr. = 9Thursday El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1111 4 1 11 11 51 6 Outside 7 Free-flow 1 Lane Settings 131120220220 Capacity 1800 6000 1800 1800 4000 0 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 139 497 4 15 1566 497 75 7 9 50 25 40 Adjusted Hourly Volume 139 497 4 15 1566 0 75 16 0 50 65 0 Utilization Factor 0.08 0.08 0.00 0.01 0.39 0.00 0.02 0.00 0.00 0.01 0.02 0.00 Critical Factors 0.08 0.39 0.02 0.02 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Thursday 2690 Total Name : Roxanne, Angel 2078 612 Subtotals 0 Sub -497 1566 15 Sub - Totals totals totals Totals W E e 595 a s 686 0 75 40 s t 91 7 25 115 t 9500141 A North A p 26 p p p r r 139 497 4 College Boulevard 66 Subtotals 1691 640 Total 2331 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 8:30 AM 7:30 AM El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 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 11 11 5 1 6 Outside 7 Free-flow 1 Lane Settings 131120220220 Capacity 1800 6000 1800 1800 4000 0 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 24 1617 42 40 854 133 557 33 16 21 13 34 Adjusted Hourly Volume 24 1617 42 40 854 0 557 49 0 21 47 0 Utilization Factor 0.01 0.27 0.02 0.02 0.21 0.00 0.15 0.01 0.00 0.01 0.01 0.00 Critical Factors 0.27 0.02 0.15 0.01 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Thursday 3236 Total Name : Roxanne, Angel 1027 2209 Subtotals 1 Sub -133 854 40 Sub - Totals totals totals Totals W E e 157 a s 763 0 557 34 s t 606 33 13 68 t 16 21 0 182 A North A p 114 p p p r r 24 1617 42 College Boulevard 13 Subtotals 904 1683 Total 2587 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 8 Intersection Location: El Camino Real & Faraday Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #08E/W Street : Faraday AvenueData Collected by : Lucia, RoxanneCount Date :Day :Traffic Control :Signalized07/28/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 620251302637153001693704110028866:30 AM 640431115368242401572240815239976:45 AM 56 1 45 22 1 73 2 152 13 0 0 0 20 4 5 14 0 72 16 2 490 87:00 AM 82 0 58 15 0 128 5 181 22 5 0 0 38 17 3 26 0 134 16 2 722 107:15 AM 91 0 65 18 1 78 8 177 21 1 3 0 31 20 0 23 0 138 11 0 684 27:30 AM 117 1 83 13 0 77 4 207 26 2 5 0 33 27 0 41 0 156 20 1 810 37:45 AM* 153 3 127 17 2 97 10 263 22 1 8 0 40 19 3 27 0 161 42 1 989 78:00 AM* 156 0 103 29 0 103 13 246 33 2 8 0 51 39 0 33 0 253 51 0 1118 28:15 AM* 167 3 136 32 0 111 19 241 35 1 3 0 34 27 0 16 0 202 39 0 1065 18:30 AM* 171 1 125 20 0 78 9 234 32 1 10 0 42 24 1 24 0 168 32 0 970 28:45 AM 117 3 105 30 1 51 7 237 24 1 3 0 45 26 3 32 0 164 38 0 882 59:00 AM 133 2 137 15 1 66 6 207 22 0 6 0 47 19 0 42 0 189 36 0 927 1Max. 15 min. 171 3 137 32 2 128 19 263 35 5 10 0 51 39 5 42 0 253 51 2 1118 10Pk. Hr. Vol. 647 7 491 98 2 389 51 984 122 5 29 0 167 109 4 100 0 784 164 1 4142 127:30 AMPeakIntersection Traffic in Pk. Hr. = 4142 Peak Hr. Factor0.938:30 AMHourIntersection Pdstrns in Pk. Hr. = 123:45 PM 39 8 235 25 0 35 5 145 5 0 11 0 126 95 0 33 0 55 54 0 871 04:00 PM 26 8 226 17 0 45 7 159 5 0 17 0 112 81 0 37 0 63 62 0 865 04:15 PM 35 11 208 17 1 42 3 156 3 0 22 0 166 113 1 28 0 53 84 1 941 34:30 PM 33 6 298 24 0 27 4 169 2 0 18 0 121 85 0 40 0 50 68 1 945 14:45 PM* 26 8 285 18 0 53 7 174 4 0 32 0 176 121 0 43 0 58 70 1 1075 15:00 PM* 20 2 302 31 0 43 3 176 5 0 11 0 139 124 0 38 0 47 73 1 1014 15:15 PM* 32 2 274 17 2 43 4 159 4 0 36 0 229 193 3 52 0 73 92 3 1210 85:30 PM* 35 9 303 28 1 68 1 190 2 0 28 0 188 140 0 59 1 69 95 1 1216 25:45 PM 23 10 265 13 0 34 1 166 2 0 15 0 160 112 1 40 0 61 75 0 977 16:00 PM 26 1 271 10 0 28 0 139 4 0 11 0 117 110 0 27 0 36 54 0 834 06:15 PM 22520513020212420501119203005041072206:30 PM 21718380201124009075820210373506230Max. 15 min. 39 11 303 31 2 68 7 190 5 0 36 0 229 193 3 59 1 73 95 3 1216 8Pk. Hr. Vol. 113 21 1164 94 3 207 15 699 15 0 107 0 732 578 3 192 1 247 330 6 4515 124:30 PMPeakIntersection Traffic in Pk. Hr. = 4515 Peak Hr. Factor0.935:30 PMHourIntersection Pdstrns in Pk. Hr. = 12Thursday El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 41 1 1 1 511 1 1 61 Outside 7 Free-flow Lane Settings 23023111.51.5121 Capacity 3600 6000 0 3600 6000 1800 1800 3000 2800 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 654 491 98 440 984 122 29 167 109 100 784 164 Adjusted Hourly Volume 654 589 0 440 984 122 29 167 109 100 784 164 Utilization Factor 0.18 0.10 0.00 0.12 0.16 0.07 0.02 0.06 0.04 0.06 0.20 0.09 Critical Factors 0.18 0.16 0.02 0.20 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Thursday 2281 Total Name : Lucia, Roxanne 1546 735 Subtotals 51 Sub -122 984 440 Sub - Totals totals totals Totals W E e 1553 a s 1858 0 29 164 s t 305 167 784 1048 t 109 100 0 1702 A North A p 654 p p p r r 654 491 98 Faraday Avenue 7 Subtotals 1200 1243 Total 2443 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/11 8:30 AM 7:30 AM El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 11 1 1 6 1 Outside 7 Free-flow Lane Settings 23023111.51.5121 Capacity 3600 6000 0 3600 6000 1800 1800 3000 2800 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 134 1164 94 222 699 15 107 732 578 193 247 330 Adjusted Hourly Volume 134 1258 0 222 699 15 107 732 578 193 247 330 Utilization Factor 0.04 0.21 0.00 0.06 0.12 0.01 0.06 0.24 0.21 0.11 0.06 0.18 Critical Factors 0.21 0.06 0.24 0.11 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Thursday 2552 Total Name : Lucia, Roxanne 936 1616 Subtotals 15 Sub -15 699 222 Sub - Totals totals totals Totals W E e 375 a s 1792 0 107 330 s t 1417 732 247 770 t 578 193 1 1804 A North A p 1034 p p p r r 134 1164 94 Faraday Avenue 21 Subtotals 1490 1392 Total 2882 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 9 Intersection Location: El Camino Real & Palomar Airport Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #09E/W Street : Palomar Airport RoadData Collected by : Dan, Miles, David, SalvadorCount Date : Day :Traffic Control :Signalized07/26/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 4 0 35 18 0 17 0 40 34 2 12 0 48 8 0 49 0 164 79 1 508 36:30 AM 3 0 34 30 0 14 1 64 31 0 17 0 78 7 1 73 0 198 82 0 632 16:45 AM 8 0 54 51 0 39 0 87 34 0 15 0 96 6 0 61 0 241 90 0 782 07:00 AM 10 0 58 49 0 43 0 105 65 1 22 0 143 8 1 88 0 290 100 1 981 37:15 AM 15 0 94 64 0 64 1 107 65 0 17 0 121 14 0 102 0 214 95 2 973 27:30 AM 26 0 124 76 0 45 1 134 63 0 20 0 141 5 0 109 0 318 135 0 1197 07:45 AM 17 1 162 94 0 53 0 161 70 0 37 1 135 8 0 104 0 317 129 0 1289 08:00 AM* 24 0 169 126 0 56 0 189 79 0 36 2 215 32 0 126 0 366 169 2 1589 28:15 AM* 23 0 153 85 0 79 0 178 68 2 33 0 219 33 3 105 0 260 157 0 1393 58:30 AM* 25 0 150 101 0 92 1 201 44 0 32 0 189 27 1 122 0 267 144 0 1395 18:45 AM* 18 0 169 102 0 63 1 170 42 0 28 1 150 21 0 105 0 306 135 0 1311 09:00 AM 21 1 147 97 0 81 1 216 47 1 36 0 197 38 1 102 0 336 129 0 1449 2Max. 15 min. 26 1 169 126 0 92 1 216 79 2 37 2 219 38 3 126 0 366 169 2 1589 5Pk. Hr. Vol. 90 0 641 414 0 290 2 738 233 2 129 3 773 113 4 458 0 1199 605 2 5688 87:45 AMPeakIntersection Traffic in Pk. Hr. = 5688 Peak Hr. Factor0.898:45 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 39 0 172 99 0 98 1 148 27 0 56 0 281 24 0 85 0 200 109 0 1339 04:00 PM 30 0 129 94 0 110 0 117 30 0 57 0 261 21 0 72 0 219 103 0 1243 04:15 PM 21 0 177 114 0 122 1 162 31 0 85 1 311 15 0 100 0 169 88 0 1397 04:30 PM 25 0 144 111 0 122 1 140 42 0 69 0 363 16 0 88 0 228 83 0 1432 04:45 PM* 34 1 178 124 0 156 1 165 37 0 76 0 364 24 0 101 1 211 86 0 1559 05:00 PM* 29 1 188 118 0 139 0 205 44 0 58 0 324 24 0 112 0 209 96 0 1547 05:15 PM* 34 0 243 144 0 120 0 238 34 1 79 0 341 19 0 100 1 229 114 0 1696 15:30 PM* 25 0 179 113 0 159 0 238 34 0 74 0 357 28 0 114 0 243 97 1 1661 15:45 PM 29 0 156 91 0 120 0 170 33 2 63 0 391 24 0 105 0 233 101 1 1516 36:00 PM 35 0 153 100 0 101 1 176 19 3 34 1 282 27 0 94 0 186 75 0 1284 36:15 PM 22 0 124 88 0 110 1 134 24 0 30 0 273 29 0 59 0 184 57 0 1135 06:30 PM 24 0 115 60 0 72 0 132 17 1 33 0 250 17 1 93 0 170 87 0 1070 2Max. 15 min. 39 1 243 144 0 159 1 238 44 3 85 1 391 29 1 114 1 243 114 1 1696 3Pk. Hr. Vol. 122 2 788 499 0 574 1 846 149 1 287 0 1386 95 0 427 2 892 393 1 6463 24:30 PMPeakIntersection Traffic in Pk. Hr. = 6463 Peak Hr. Factor0.955:30 PMHourIntersection Pdstrns in Pk. Hr. = 2Tuesday El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1111 41111 511 111 61 1 1 Outside 7 1 Free-flow Lane Settings 132231230232 Capacity 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 90 641 414 292 738 233 132 773 113 458 1199 605 Adjusted Hourly Volume 90 641 414 292 738 233 132 886 0 458 1199 605 Utilization Factor 0.05 0.11 0.12 0.08 0.12 0.13 0.04 0.15 0.00 0.13 0.20 0.17 Critical Factors 0.12 0.08 0.15 0.13 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Tuesday 2640 Total Name : Dan, Miles, David, Salvador 1263 1377 Subtotals 2 Sub -233 738 292 Sub - Totals totals totals Totals W E e 1525 a s 2543 3 132 605 s t 1018 773 1199 2262 t 113 458 0 3739 A North A p 1477 p p p r r 90 641 414 Palomar Airport Road 0 Subtotals 1309 1145 Total 2454 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/11 8:45 AM 7:45 AM El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 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 11 1 6 1 1 1 Outside 7 1 Free-flow Lane Settings 132231230232 Capacity 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 124 788 499 575 846 149 287 1386 95 429 892 393 Adjusted Hourly Volume 124 788 499 575 846 149 287 1481 0 429 892 393 Utilization Factor 0.07 0.13 0.14 0.16 0.14 0.08 0.08 0.25 0.00 0.12 0.15 0.11 Critical Factors 0.14 0.16 0.25 0.12 ICU Ratio = 0.77 LOS = C Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Tuesday 3039 Total Name : Dan, Miles, David, Salvador 1570 1469 Subtotals 1 Sub -149 846 575 Sub - Totals totals totals Totals W E e 1163 a s 2931 0 287 393 s t 1768 1386 892 1714 t 95 429 2 4175 A North A p 2461 p p p r r 124 788 499 Palomar Airport Road 2 Subtotals 1370 1411 Total 2781 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 10 Intersection Location: El Camino Real & Town Garden Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #10E/W Street : Town Garden RoadData Collected by : Roxanne, LuciaCount Date :Day :Traffic Control :Signalized07/27/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1515521425281300204032015326:30 AM 3173003392102901905003021226:45 AM 122834133139200701507024229237:00 AM 263115816114818013015111073036527:15 AM 194141619417425090211029046044317:30 AM 1921762313419542310009010038049367:45 AM 3322381538122518111039012047058648:00 AM* 276293106164262240701110190146170078:15 AM* 32 2 304 20 1 11 1 213 22 0 12 0 3 18 0 24 0 12 11 0 685 18:30 AM* 488235132117230190110311025085063428:45 AM* 32132567320423214050083220106062969:00 AM 378225101196249841201702808506235Max. 15 min. 48 13 304 20 6 20 7 262 42 4 13 0 3 18 3 29 0 14 11 2 700 7Pk. Hr. Vol. 139 29 1088 50 12 58 16 937 79 0 35 0 7 48 3 90 0 44 28 1 2648 167:45 AMPeakIntersection Traffic in Pk. Hr. = 2648 Peak Hr. Factor0.958:45 AMHourIntersection Pdstrns in Pk. Hr. = 163:45 PM 12 4 249 23 1 8 13 243 10 0 18 0 5 12 1 22 0 5 12 1 636 34:00 PM 138241231131423782280113122028063144:15 PM 11 7 243 24 2 12 8 287 9 1 26 0 1 12 0 30 0 1 14 0 685 34:30 PM 1662422411323256140160312030065066614:45 PM 9 10 253 12 0 12 17 307 10 0 36 0 4 20 0 26 0 4 13 2 733 25:00 PM* 3 6 282 28 0 27 16 284 10 3 34 0 6 15 0 38 0 3 12 0 764 35:15 PM* 204288371282932482490618146053086545:30 PM* 15102542711623419110350226129054087625:45 PM* 84224250253032380210719036027073906:00 PM 73207210122330880190412035026066706:15 PM 81209202141627050160813020024060626:30 PM 9016814025181964027072301603305130Max. 15 min. 20 10 288 37 2 28 30 419 14 3 49 0 8 26 1 46 0 6 14 2 876 4Pk. Hr. Vol. 46 24 1048 117 2 96 98 1350 37 5 139 0 21 78 2 149 0 15 26 0 3244 94:45 PMPeakIntersection Traffic in Pk. Hr. = 3244 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 9Wednesday El Camino Real at Town Garden Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 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 41 1 51 1 6 Outside 7 Free-flow Lane Settings 131131011110 Capacity 1800 6000 1800 1800 6000 1800 0 2000 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 168 1088 50 74 937 79 35 7 48 90 44 28 Adjusted Hourly Volume 168 1088 50 74 937 79 0 42 48 90 72 0 Utilization Factor 0.09 0.18 0.03 0.04 0.16 0.04 0.00 0.02 0.03 0.05 0.04 0.00 Critical Factors 0.09 0.16 0.03 0.05 ICU Ratio = 0.43 LOS = A Turning Movements at Intersection of :El Camino Real and Town Garden Road Time : to North Approach El Camino Real Date : Day : Wednesday 2257 Total Name : Roxanne, Lucia 1090 1167 Subtotals 16 Sub -79 937 74 Sub - Totals totals totals Totals W E e 262 a s 352 0 35 28 s t 90 7 44 162 t 48 90 0 277 A North A p 115 p p p r r 168 1088 50 Town Garden Road 29 Subtotals 1104 1306 Total 2410 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/11 8:45 AM 7:45 AM El Camino Real at Town Garden Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 4 1 1 5 1 1 6 Outside 7 Free-flow Lane Settings 131131011110 Capacity 1800 6000 1800 1800 6000 1800 0 2000 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 70 1048 117 194 1350 37 139 21 78 149 15 26 Adjusted Hourly Volume 70 1048 117 194 1350 37 0 160 78 149 41 0 Utilization Factor 0.04 0.17 0.07 0.11 0.23 0.02 0.00 0.08 0.04 0.08 0.02 0.00 Critical Factors 0.17 0.11 0.08 0.08 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :El Camino Real and Town Garden Road Time : to North Approach El Camino Real Date : Day : Wednesday 2892 Total Name : Roxanne, Lucia 1581 1311 Subtotals 98 Sub -37 1350 194 Sub - Totals totals totals Totals W E e98 a s 336 0 139 26 s t 238 21 15 190 t 78 149 0 424 A North A p 234 p p p r r 70 1048 117 Town Garden Road 24 Subtotals 1601 1235 Total 2836 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 11 Intersection Location: El Camino Real & Camino Vida Roble Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #11E/W Street : Camino Vida RobleData Collected by : Angel, FernandoCount Date :Day :Traffic Control :Signalized08/02/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 17077000056200100800000017906:30 AM 27199001381240100100000123816:45 AM 3601300002110230300702000131317:00 AM 5321620012111660600301000040707:15 AM 35121120001314204001802000344637:30 AM 53121901021593722002202020049937:45 AM* 68129910002134918001202001065418:00 AM* 10913570004167700600700000072108:15 AM* 99133300152097828001301000074828:30 AM* 77126400022094716001200000061818:45 AM 6402960001020442010002300001065009:00 AM 81228400072074901500160000006610Max. 15 min. 109 2 357 2 1 1 10 213 78 2 15 0 0 230202137483Pk. Hr. Vol. 353 4 1253 1 0 1 11 798 244 4 28 0 0 440300102741 47:30 AMPeakIntersection Traffic in Pk. Hr. = 2741 Peak Hr. Factor0.928:30 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 1902290011123123058006910002064314:00 PM 241223000132439028005401000059604:15 PM 212212000932319057019900010074404:30 PM 2102430001132012035007400000071604:45 PM* 3002300012340170510010200000077305:00 PM* 2012320005313210520010200000174615:15 PM* 22024201313432180103001660400001003 15:30 PM* 2322180158413110410011700000083815:45 PM 111221001637313032009502000075506:00 PM 140188000531213025006900000062606:15 PM 152202000630721027006301000064406:30 PM 16020610152702101500660100006020Max. 15 min. 30 2 243 1 1 5 13 432 23 0 103 0 1 1661401211003 1Pk. Hr. Vol. 95 3 922 0 2 9 28 1498 67 0 247 0 0 4870400013360 34:30 PMPeakIntersection Traffic in Pk. Hr. = 3360 Peak Hr. Factor0.845:30 PMHourIntersection Pdstrns in Pk. Hr. = 3Tuesday El Camino Real at Camino Vida Roble Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 111111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 2201301.25 0.5 1.25 1 1 0 Capacity 3600 4000 0 1800 6000 0 2250 1000 2250 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 357 1253 1 12 798 244 28 0 44 3 0 1 Adjusted Hourly Volume 357 1254 0 12 1042 0 28 0 44 0 4 0 Utilization Factor 0.10 0.31 0.00 0.01 0.17 0.00 0.01 0.00 0.02 0.00 0.00 0.00 Critical Factors 0.31 0.01 0.02 0.00 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :El Camino Real and Camino Vida Roble Time : to North Approach El Camino Real Date : Day : Tuesday 2347 Total Name : Angel, Fernando 1054 1293 Subtotals 11 Sub -244 798 12 Sub - Totals totals totals Totals W E e 597 a s 669 0 28 1 s t720 04t 44 3 0 6 A North A p 2p p p r r 357 1253 1 Camino Vida Roble 4 Subtotals 849 1611 Total 2460 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 8:30 AM 7:30 AM El Camino Real at Camino Vida Roble Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 2201301.25 0.5 1.25 1 1 0 Capacity 3600 4000 0 1800 6000 0 2250 1000 2250 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 98 922 0 37 1498 67 247 0 487 4 0 0 Adjusted Hourly Volume 98 922 0 37 1565 0 247 0 487 0 4 0 Utilization Factor 0.03 0.23 0.00 0.02 0.26 0.00 0.11 0.00 0.22 0.00 0.00 0.00 Critical Factors 0.03 0.26 0.22 0.00 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Camino Real and Camino Vida Roble Time : to North Approach El Camino Real Date : Day : Tuesday 2799 Total Name : Angel, Fernando 1602 1197 Subtotals 28 Sub -67 1498 37 Sub - Totals totals totals Totals W E e 162 a s 896 0 247 0 s t 734 0 0 4 t 487 4 0 13 A North A p 9p p p r r 98 922 0 Camino Vida Roble 3 Subtotals 1992 1020 Total 3012 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 12 Intersection Location: El Camino Real & Cassia Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #12E/W Street : Cassia RoadData Collected by : Zhelan, RoxanneCount Date : Day :Traffic Control :Signalized08/02/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 4063001052901700600001115316:30 AM 301070000681201700700001121516:45 AM 6011900009817144011701010030417:00 AM 7017400109218044001001020034907:15 AM 120197100013722061011320002244647:30 AM 120226104013316068001901000048007:45 AM 131278100018623169053400018861998:00 AM* 1803802110186200106032300034474658:15 AM* 210359121017220094032000013369558:30 AM* 220307010121526171002503001167138:45 AM* 270280302219629186022100000064819:00 AM 32030162001902907201270202116633Max. 15 min. 32 1 380624221529110605342303887469Pk. Hr. Vol. 88 0 1326644376995235708890304882760 147:45 AMPeakIntersection Traffic in Pk. Hr. = 2760 Peak Hr. Factor0.928:45 AMHourIntersection Pdstrns in Pk. Hr. = 143:45 PM 151209002122643036032712004156924:00 PM 310225605126359040012805021066704:15 PM 310183403034653147012304013069914:30 PM 450224003030673048023601016074504:45 PM* 310242403037484140012701032081215:00 PM* 300232102033166066032905021176815:15 PM* 240232212046968033032905012287035:30 PM* 340205333051398041024111052394875:45 PM 321228512035193437013812016179776:00 PM 470181200034974033004100018173616:15 PM 410187230126180041024204033066736:30 PM 23018820202755504400421402326403Max. 15 min. 47 1 24263515139846603421505839487Pk. Hr. Vol. 119 0 911 10 4 10 0 1687 316 1 180 0 9 126 1 12 0 11 7 6 3398 124:30 PMPeakIntersection Traffic in Pk. Hr. = 3398 Peak Hr. Factor0.905:30 PMHourIntersection Pdstrns in Pk. Hr. = 12Tuesday El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 121130110110 Capacity 1800 4000 1800 1800 6000 0 1800 2000 0 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 88 1326 6 7 769 95 357 8 89 3 4 8 Adjusted Hourly Volume 88 1326 6 7 864 0 357 97 0 3 12 0 Utilization Factor 0.05 0.33 0.00 0.00 0.14 0.00 0.20 0.05 0.00 0.00 0.01 0.00 Critical Factors 0.33 0.00 0.20 0.01 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Tuesday 2565 Total Name : Zhelan, Roxanne 871 1694 Subtotals 3 Sub -95 769 7 Sub - Totals totals totals Totals W E e 187 a s 641 0 357 8 s t 454 8 4 15 t 89 3 0 33 A North A p 18 p p p r r 88 1326 6 Cassia Road 0 Subtotals 861 1420 Total 2281 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 8:45 AM 7:45 AM El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 1 11 5 6 Outside 7 Free-flow Lane Settings 121130110110 Capacity 1800 4000 1800 1800 6000 0 1800 2000 0 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 119 911 10 10 1687 316 180 9 126 12 11 7 Adjusted Hourly Volume 119 911 10 10 2003 0 180 135 0 12 18 0 Utilization Factor 0.07 0.23 0.01 0.01 0.33 0.00 0.10 0.07 0.00 0.01 0.01 0.00 Critical Factors 0.07 0.33 0.10 0.01 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Tuesday 3111 Total Name : Zhelan, Roxanne 2013 1098 Subtotals 0 Sub -316 1687 10 Sub - Totals totals totals Totals W E e 446 a s 761 0 180 7 s t 315 9 11 30 t 126 12 0 59 A North A p 29 p p p r r 119 911 10 Cassia Road 0 Subtotals 1825 1040 Total 2865 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 13 Intersection Location: El Camino Real & Poinsettia Lane Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #13E/W Street : Poinsettia LaneData Collected by : Ian, Miles/SantosCount Date :Day :Traffic Control :Signalized08/02/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0267910059111000022006116736:30 AM 021061132069000011133004122956:45 AM 0012418330108004000135005029747:00 AM 00172230701022020020470022237927:15 AM 031752511601351120302580018043647:30 AM 032163131011490120121690023150767:45 AM* 13297391402270140021690024067038:00 AM* 05340382701884030210640032068428:15 AM* 053453911011950000000710131069818:30 AM* 05270382902134070510580035064528:45 AM 05262340602031020220722140063209:00 AM 1831443180227302032041004706991Max. 15 min. 1 8 345 43 3 16 1 227417052272214726996Pk. Hr. Vol. 1 18 1252 154 6 30 1 823 8 1 1407412620112202697 87:30 AMPeakIntersection Traffic in Pk. Hr. = 2697 Peak Hr. Factor0.978:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 232085101302465000020320011057304:00 PM 112396001612706000000460122066304:15 PM 042015212303383120210370414068124:30 PM 012445802602923340240490118070234:45 PM* 352687402803754330120430212082035:00 PM* 112386003403333300000480513173645:15 PM* 222287414304655040021530310089125:30 PM* 122226614704712020000510117088215:45 PM 352387734323755120010410313080846:00 PM 131817873303275130110390515169296:15 PM 162075513312949030140260114065516:30 PM 151776003102523010022042001305980Max. 15 min. 3 6 268 78 7 47 2 471 9 3 10024153052218919Pk. Hr. Vol. 7 10 956 274 2 152 0 1644 146901411950115213329 104:30 PMPeakIntersection Traffic in Pk. Hr. = 3329 Peak Hr. Factor0.935:30 PMHourIntersection Pdstrns in Pk. Hr. = 10Tuesday El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 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 41 1 11 11 51 1 61 Outside 7 Free-flow Lane Settings 2 3 1221220220 Capacity 3600 6000 1800 3600 4000 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 19 1252 154 31 823 8 14 7 4 262 1 122 Adjusted Hourly Volume 19 1252 154 31 823 8 14 11 0 262 123 0 Utilization Factor 0.01 0.21 0.09 0.01 0.21 0.00 0.00 0.00 0.00 0.07 0.03 0.00 Critical Factors 0.21 0.01 0.00 0.07 ICU Ratio = 0.39 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Tuesday 2251 Total Name : Ian, Miles/Santos 862 1389 Subtotals 1 Sub -8 823 31 Sub - Totals totals totals Totals W E e10 a s35 0 14 122 s t 25 7 1 385 t 4 262 0 576 A North A p 191 p p p r r 19 1252 154 Poinsettia Lane 18 Subtotals 1107 1425 Total 2532 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 8:30 AM 7:30 AM El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 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 11 11 5 1 1 6 1 Outside 7 Free-flow Lane Settings 231221220220 Capacity 3600 6000 1800 3600 4000 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 17 956 274 152 1644 14 9 1 4 195 11 52 Adjusted Hourly Volume 17 956 274 152 1644 14 9 5 0 195 63 0 Utilization Factor 0.00 0.16 0.15 0.04 0.41 0.01 0.00 0.00 0.00 0.05 0.02 0.00 Critical Factors 0.00 0.41 0.00 0.05 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Tuesday 2827 Total Name : Ian, Miles/Santos 1810 1017 Subtotals 0 Sub -14 1644 152 Sub - Totals totals totals Totals W E e32 a s46 0 952s t 14 1 11 258 t 4 195 0 685 A North A p 427 p p p r r 17 956 274 Poinsettia Lane 10 Subtotals 1853 1247 Total 3100 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 14 Intersection Location: El Camino Real & Dove Lane Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) AM P kH ICUA l i d P 2A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #14E/W Street : Dove LaneData Collected by : Oscar, DanCount Date :Day :Traffic Control :Signalized08/02/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 206902108031202313013016946:30 AM 30115124010750400105003024826:45 AM 2013610140116140701109007030807:00 AM 1118930100127130701007009036807:15 AM 311820091173211804607006042117:30 AM 0021930632001909014290010048327:45 AM 202801080265242130082110215062948:00 AM* 203630015122517013048090514067608:15 AM* 802900140250110130372130313061538:30 AM* 70269408222326019058070414059608:45 AM* 7026520412682401804140130211163319:00 AM 1712824114023427420011531604506408Max. 15 min. 17 1 363 4 2 15 3 268 27 4 20 0 5 15 3 16 0 5 15 1 676 8Pk. Hr. Vol. 24 0 1187 6 1 31 4 966 78 0 63 0 16 37 2 42 0 14 52 1 2520 47:45 AMPeakIntersection Traffic in Pk. Hr. = 2520 Peak Hr. Factor0.938:45 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 18 2 200 2 0 16 0 258 34 1 37 0 10 20 0 10 0 5 16 0 628 14:00 PM 25 8 267 13 1 19 1 236 43 0 27 0 10 20 0 17 0 12 11 0 709 14:15 PM 14 3 222 9 0 13 3 369 45 1 26 0 4 27 0 23 0 8 16 0 782 14:30 PM 18 5 240 10 0 17 3 304 67 0 47 0 8 20 0 18 0 6 19 0 782 04:45 PM* 20 6 251 9 1 16 4 370 72 0 54 0 4 42 0 20 0 9 15 1 892 25:00 PM* 19 3 262 12 0 17 2 342 64 0 39 0 4 28 1 21 0 10 14 0 837 15:15 PM* 23 5 253 10 0 19 5 437 55 2 47 0 6 24 0 16 0 5 11 1 916 35:30 PM* 15 2 219 16 0 22 3 484 69 1 42 0 10 39 1 25 0 4 18 0 968 25:45 PM 12 5 246 11 0 21 6 385 43 1 52 0 8 13 0 23 0 2 20 2 847 36:00 PM 22 4 235 16 1 16 3 327 38 2 18 0 5 21 0 25 0 3 13 0 746 36:15 PM 20 1 207 18 0 10 0 310 27 0 31 0 5 16 0 15 0 4 14 0 678 06:30 PM 25 4 211 8 0 24 4 277 37 0 32 0 9 26 0 13 0 5 14 0 689 0Max. 15 min. 25 8 267 18 1 24 6 484 72 2 54 0 10 42 1 25 0 12 20 2 968 3Pk. Hr. Vol. 77 16 985 47 1 74 14 1633 260 3 182 0 24 133 2 82 0 28 58 2 3613 84:30 PMPeakIntersection Traffic in Pk. Hr. = 3613 Peak Hr. Factor0.935:30 PMHourIntersection Pdstrns in Pk. Hr. = 8Tuesday El Camino Real at Dove Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 1 3 0130110110 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 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 24 1187 6 35 966 78 63 16 37 42 14 52 Adjusted Hourly Volume 24 1193 0 35 1044 0 63 53 0 42 66 0 Utilization Factor 0.01 0.20 0.00 0.02 0.17 0.00 0.04 0.03 0.00 0.02 0.03 0.00 Critical Factors 0.20 0.02 0.04 0.03 ICU Ratio = 0.39 LOS = A Turning Movements at Intersection of :El Camino Real and Dove Lane Time : to North Approach El Camino Real Date : Day : Tuesday 2385 Total Name : Oscar, Dan 1079 1306 Subtotals 4 Sub -78 966 35 Sub - Totals totals totals Totals W E e 116 a s 232 0 63 52 s t 116 16 14 108 t 37 42 0 161 A North A p 53 p p p r r 24 1187 6 Dove Lane 0 Subtotals 1045 1217 Total 2262 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 8:45 AM 7:45 AM El Camino Real at Dove Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 130130110110 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 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 93 985 47 88 1633 260 182 24 133 82 28 58 Adjusted Hourly Volume 93 1032 0 88 1893 0 182 157 0 82 86 0 Utilization Factor 0.05 0.17 0.00 0.05 0.32 0.00 0.10 0.08 0.00 0.05 0.04 0.00 Critical Factors 0.05 0.32 0.10 0.04 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Camino Real and Dove Lane Time : to North Approach El Camino Real Date : Day : Tuesday 3220 Total Name : Oscar, Dan 1981 1239 Subtotals 14 Sub -260 1633 88 Sub - Totals totals totals Totals W E e 365 a s 704 0 182 58 s t 339 24 28 168 t 133 82 0 313 A North A p 145 p p p r r 93 985 47 Dove Lane 16 Subtotals 1864 1125 Total 2989 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 15 Intersection Location: El Camino Real & Alga Road / Aviara Parkway Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #15E/W Street : Alga Road/Aviara ParkwayData Collected by : David, SalvadorCount Date :Day :Traffic Control :Signalized08/02/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 7059111406680409142613286128046:30 AM 5 0 97 15 0 0 0 94 5 0 10 1 11 9 0 93 0 29 13 1 382 16:45 AM 13 0 122 10 0 1 0 84 12 1 11 0 26 21 0 100 2 50 10 3 462 47:00 AM 22 0 183 19 0 3 0 94 17 0 8 0 19 23 0 126 1 54 13 0 582 07:15 AM 1801803003010693101320014105718059637:30 AM 33 0 207 24 0 9 0 157 9 0 11 0 31 36 0 163 0 65 23 2 768 27:45 AM 27 0 259 30 0 6 0 246 17 2 12 0 39 37 2 156 1 74 21 1 925 58:00 AM 41 0 374 33 0 7 0 240 12 0 19 0 20 47 0 165 1 70 26 2 1055 28:15 AM* 38 1 272 47 0 12 1 255 14 0 13 0 26 57 0 132 5 67 39 0 979 08:30 AM* 33 0 250 65 2 11 0 219 16 0 26 0 37 56 1 180 1 103 29 0 1026 38:45 AM* 64 0 274 57 0 22 0 240 19 0 19 0 48 73 0 137 1 76 26 2 1056 29:00 AM* 46 1 284 57 0 19 3 231 26 0 16 0 46 68 0 156 2 84 23 2 1062 2Max. 15 min. 64 1 374 65 2 22 3 255 26 3 26 1 48 73 2 180 5 103 39 3 1062 5Pk. Hr. Vol. 181 2 1080 226 2 64 4 945 75 0 74 0 157 254 1 605 9 330 117 4 4123 78:00 AMPeakIntersection Traffic in Pk. Hr. = 4123 Peak Hr. Factor0.979:00 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 91 0 209 98 0 17 1 224 22 0 20 0 73 78 0 84 2 61 17 2 997 24:00 PM 98 1 264 112 0 19 0 235 13 1 36 3 68 78 1 87 2 68 26 1 1110 34:15 PM 94 2 240 121 0 45 0 282 30 1 19 1 70 85 0 76 2 65 12 1 1144 24:30 PM 90 0 246 152 0 40 4 297 32 0 21 0 69 79 0 107 4 89 21 3 1251 34:45 PM 73 0 254 126 0 48 1 312 40 1 29 0 93 99 1 80 4 57 21 5 1237 75:00 PM* 101 0 269 147 0 39 6 311 23 0 22 0 89 101 0 86 18 69 16 2 1297 25:15 PM* 92 0 251 183 0 28 2 410 19 0 35 0 99 82 0 93 3 73 18 4 1388 45:30 PM* 75 0 259 170 0 42 0 446 33 1 25 1 97 82 0 90 3 75 14 2 1412 35:45 PM* 85 0 253 167 0 50 1 324 32 0 19 0 88 87 0 98 4 56 20 2 1284 26:00 PM 71 0 245 160 0 29 3 310 27 0 15 0 124 71 0 72 4 58 17 5 1206 56:15 PM 74 0 227 186 0 44 0 247 33 1 22 0 78 56 0 62 2 49 18 0 1098 16:30 PM 79 0 195 124 0 45 3 239 30 0 42 0 93 92 0 76 3 54 15 0 1090 0Max. 15 min. 101 2 269 186 0 50 6 446 40 1 42 3 124 101 1 107 18 89 26 5 1412 7Pk. Hr. Vol. 353 0 1032 667 0 159 9 1491 107 1 101 1 373 352 0 367 28 273 68 10 5381 114:45 PMPeakIntersection Traffic in Pk. Hr. = 5381 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 11Tuesday El Camino Real at Alga Road/Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 411111 51 11 1 61 Outside 7 Free-flow Lane Settings 2 3 1230221220 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 183 1080 226 68 945 75 74 157 254 614 330 117 Adjusted Hourly Volume 183 1080 226 68 1020 0 74 157 254 614 447 0 Utilization Factor 0.05 0.18 0.13 0.02 0.17 0.00 0.02 0.04 0.14 0.17 0.11 0.00 Critical Factors 0.05 0.17 0.14 0.17 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :El Camino Real and Alga Road/Aviara Parkway Time : to North Approach El Camino Real Date : Day : Tuesday 2363 Total Name : David, Salvador 1088 1275 Subtotals 4 Sub -75 945 68 Sub - Totals totals totals Totals W E e 586 a s 1071 0 74 117 s t 485 157 330 1061 t 254 614 9 1517 A North A p 456 p p p r r 183 1080 226 Alga Road/Aviara Parkway 2 Subtotals 1806 1489 Total 3295 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 9:00 AM 8:00 AM El Camino Real at Alga Road/Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 11 5 1 11 1 6 1 Outside 7 Free-flow Lane Settings 231230221220 Capacity 3600 6000 1800 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 353 1032 667 168 1491 107 102 373 352 395 273 68 Adjusted Hourly Volume 353 1032 667 168 1598 0 102 373 352 395 341 0 Utilization Factor 0.10 0.17 0.37 0.05 0.27 0.00 0.03 0.09 0.20 0.11 0.09 0.00 Critical Factors 0.37 0.05 0.20 0.11 ICU Ratio = 0.83 LOS = D Turning Movements at Intersection of :El Camino Real and Alga Road/Aviara Parkway Time : to North Approach El Camino Real Date : Day : Tuesday 2976 Total Name : David, Salvador 1766 1210 Subtotals 9 Sub -107 1491 168 Sub - Totals totals totals Totals W E e 734 a s 1561 1 102 68 s t 827 373 273 736 t 352 395 28 1963 A North A p 1227 p p p r r 353 1032 667 Alga Road/Aviara Parkway 0 Subtotals 2210 2052 Total 4262 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/02/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 16 Intersection Location: El Camino Real & Arenal Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #16E/W Street : Arenal RoadData Collected by : Miles, DanCount Date : Day :Traffic Control :Signalized08/03/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 30722120142200001233001123956:30 AM 111105000177120002223000032046:45 AM 211482060247200001817012043617:00 AM 7121880100286101002339005356967:15 AM 3021550803041000019113004057217:30 AM 4028741524002040029211005575387:45 AM 713483050401300002449004180558:00 AM* 603907010149230001297150143959108:15 AM* 713676071454600002145004087948:30 AM* 70360601105000000135315014094038:45 AM* 10035412010042710102291150012087319:00 AM 120384130111447001003531500709263Max. 15 min. 12 1 390 13 1 11 2 50062402357150112595910Pk. Hr. Vol. 30 1 1471 31 0 38 2 1873 1001041141550022433651 187:45 AMPeakIntersection Traffic in Pk. Hr. = 3651 Peak Hr. Factor0.958:45 AMHourIntersection Pdstrns in Pk. Hr. = 183:45 PM 301453110703711130018615024091674:00 PM 3054411206140710200174110111094544:15 PM 21146882604253130020990192974144:30 PM 1834681111004723120128114021621048 54:45 PM 2324841201415082030135615041441118 105:00 PM 387509100141478302001881100811099 95:15 PM* 32446672905774240236310011131163 105:30 PM* 2524879113160910201364800601200 55:45 PM* 3454711941505775000319212011141172 106:00 PM* 323489170122495201002779011301103 76:15 PM 324435110120474433001659011211013 96:30 PM 284386901404671030123315001729685Max. 15 min. 38 7 509 19 4 15 2 6095340336915041741200 14Pk. Hr. Vol. 123 14 1913 52 7 49 3 2258 1227061181639034174638 325:00 PMPeakIntersection Traffic in Pk. Hr. = 4638 Peak Hr. Factor0.976:00 PMHourIntersection Pdstrns in Pk. Hr. = 32Wednesday El Camino Real at Arenal Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 411 5 6 Outside 7 Free-flow Lane Settings 130120110110 Capacity 1800 6000 0 1800 4000 0 1800 2000 0 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 31 1471 31 40 1873 10 1 4 114 50 2 24 Adjusted Hourly Volume 31 1502 0 40 1883 0 1 118 0 50 26 0 Utilization Factor 0.02 0.25 0.00 0.02 0.47 0.00 0.00 0.06 0.00 0.03 0.01 0.00 Critical Factors 0.02 0.47 0.06 0.03 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :El Camino Real and Arenal Road Time : to North Approach El Camino Real Date : Day : Wednesday 3421 Total Name : Miles, Dan 1923 1498 Subtotals 2 Sub -10 1873 40 Sub - Totals totals totals Totals W E e42 a s 161 0 124s t 119 4 2 76 t 114 50 0 149 A North A p 73 p p p r r 31 1471 31 Arenal Road 1 Subtotals 2038 1533 Total 3571 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/11 8:45 AM 7:45 AM El Camino Real at Arenal Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 11 5 6 Outside 7 Free-flow Lane Settings 130120110110 Capacity 1800 6000 0 1800 4000 0 1800 2000 0 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 137 1913 52 52 2258 12 7 6 118 39 3 41 Adjusted Hourly Volume 137 1965 0 52 2270 0 7 124 0 39 44 0 Utilization Factor 0.08 0.33 0.00 0.03 0.57 0.00 0.00 0.06 0.00 0.02 0.02 0.00 Critical Factors 0.08 0.57 0.06 0.02 ICU Ratio = 0.83 LOS = D Turning Movements at Intersection of :El Camino Real and Arenal Road Time : to North Approach El Camino Real Date : Day : Wednesday 4286 Total Name : Miles, Dan 2322 1964 Subtotals 3 Sub -12 2258 52 Sub - Totals totals totals Totals W E e 138 a s 269 0 741s t 131 6 3 83 t 118 39 0 190 A North A p 107 p p p r r 137 1913 52 Arenal Road 14 Subtotals 2429 2102 Total 4531 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 17 Intersection Location: El Camino Real & La Costa Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #17E/W Street : La Costa AvenueData Collected by : Oscar, Roxanne, RheaCount Date :Day :Traffic Control :Signalized08/03/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1403801404199050020120708310037816:30 AM 13044417057121066027180110775045016:45 AM 23051128092155111202524311012519164677:00 AM 26 0 86 2 0 14 0 123 156 0 149 0 42 32 0 15 0 108 22 1 775 17:15 AM 28 0 88 4 1 13 1 119 192 0 107 0 45 27 1 14 0 167 29 0 834 27:30 AM 2601163170193211014304128122014239097127:45 AM 27 0 156 2 4 10 0 196 205 1 160 0 54 46 0 25 0 135 57 1 1073 68:00 AM 53 0 155 2 2 18 2 285 201 2 179 0 67 47 3 40 0 170 74 0 1293 78:15 AM* 52 1 170 5 1 25 0 247 173 0 202 1 57 76 0 28 0 133 44 0 1214 18:30 AM* 44 1 183 5 5 27 0 284 192 0 165 1 59 71 0 28 0 133 55 1 1248 68:45 AM* 68 0 152 3 0 25 0 238 178 0 186 0 65 84 0 26 0 156 61 0 1242 09:00 AM* 54 0 214 8 0 42 0 263 181 1 208 0 88 68 0 36 0 110 48 0 1320 1Max. 15 min. 68 1 214 8 5 42 2 285 211 2 208 1 88 84 3 40 0 170 74 1 1320 7Pk. Hr. Vol. 218 2 719 21 6 119 0 1032 724 1 761 2 269 299 0 118 0 532 208 1 5024 88:00 AMPeakIntersection Traffic in Pk. Hr. = 5024 Peak Hr. Factor0.959:00 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 66 1 267 18 0 41 0 213 200 1 169 0 141 52 1 32 0 102 51 0 1353 24:00 PM 61 1 264 14 0 46 0 213 200 0 180 0 113 59 0 45 0 95 40 1 1331 14:15 PM 64 1 243 12 0 42 0 223 166 1 166 1 121 82 2 31 0 79 39 4 1270 74:30 PM 52 1 297 17 0 70 0 249 208 0 156 0 109 69 0 37 0 92 44 0 1401 04:45 PM 78 1 308 19 2 57 1 247 204 0 204 0 132 42 0 27 0 104 40 0 1464 25:00 PM 60 2 311 16 3 46 0 305 198 0 199 0 132 73 0 41 0 112 41 0 1536 35:15 PM 92 0 285 14 1 38 0 210 196 0 215 1 123 69 0 27 0 99 38 0 1407 15:30 PM* 60 0 262 17 2 74 0 374 258 0 202 0 137 90 0 29 0 98 43 0 1644 25:45 PM* 60 2 285 6 4 81 0 345 219 0 209 0 141 79 1 24 0 92 42 4 1585 96:00 PM* 59 0 312 26 0 84 0 287 249 0 208 0 161 79 0 30 0 104 45 1 1644 16:15 PM* 65 0 233 18 0 60 0 264 182 0 217 0 165 73 0 24 0 87 55 0 1443 06:30 PM 43 1 251 16 0 58 0 258 182 0 174 0 131 85 0 30 0 77 70 5 1376 5Max. 15 min. 92 2 312 26 4 84 1 374 258 1 217 1 165 90 2 45 0 112 70 5 1644 9Pk. Hr. Vol. 244 2 1092 67 6 299 0 1270 908 0 836 0 604 321 1 107 0 381 185 5 6316 125:15 PMPeakIntersection Traffic in Pk. Hr. = 6316 Peak Hr. Factor0.966:15 PMHourIntersection Pdstrns in Pk. Hr. = 12Wednesday El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1111 4111 1 511 1 1 61 Outside 7 Free-flow Lane Settings 230231221121 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 220 719 21 119 1032 724 763 269 299 118 532 208 Adjusted Hourly Volume 220 740 0 119 1032 507 763 269 299 118 532 208 Utilization Factor 0.06 0.12 0.00 0.03 0.17 0.28 0.21 0.07 0.17 0.07 0.13 0.12 Critical Factors 0.06 0.28 0.21 0.13 ICU Ratio = 0.78 LOS = C Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 3563 Total Name : Oscar, Roxanne, Rhea 1875 1688 Subtotals 0 Sub -724 1032 119 Sub - Totals totals totals Totals W E e 1476 a s 2807 2 763 208 s t 1331 269 532 858 t 299 118 0 1267 A North A p 409 p p p r r 220 719 21 La Costa Avenue 2 Subtotals 1451 960 Total 2411 Note : Left-turn volumes include U-turns. U-turns in bold. South Approach 08/03/11 9:00 AM 8:00 AM 30% RTOR reduction used for SBRTs El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 11 1 1 6 1 Outside 7 Free-flow Lane Settings 230231221121 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 246 1092 67 299 1270 908 836 604 321 107 381 185 Adjusted Hourly Volume 246 1159 0 299 1270 636 836 604 321 107 385 185 Utilization Factor 0.07 0.19 0.00 0.08 0.21 0.35 0.23 0.15 0.18 0.06 0.10 0.10 Critical Factors 0.07 0.35 0.23 0.10 ICU Ratio = 0.85 LOS = D Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 4590 Total Name : Oscar, Roxanne, Rhea 2477 2113 Subtotals 0 Sub -908 1270 299 Sub - Totals totals totals Totals W E e 1533 a s 3294 0 836 185 s t 1761 604 381 673 t 321 107 0 1643 A North A p 970 p p p r r 246 1092 67 La Costa Avenue 2 Subtotals 1700 1405 Total 3105 Note : Left-turn volumes include U-turns. U-turns in bold. South Approach 08/03/11 6:15 PM 5:15 PM 30% RTOR reduction used for SBRTs CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 18 Intersection Location: El Camino Real & Levante Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #18E/W Street : Levante StreetData Collected by : Angel, SantosCount Date :Day :Traffic Control :Signalized08/03/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 214200304540000007008011206:30 AM 00565131685010000100110016016:45 AM 217130201066000000240113022907:00 AM 2084631211369000110180018028837:15 AM 2010860801429040020240018032307:30 AM 0013930801748010010230123038107:45 AM 8118210211222423040010280231052728:00 AM 4020611111231016020020370231063418:15 AM* 4019795903309020010300132062458:30 AM* 302048114034110040020370136066018:45 AM* 20219701803467030120400130067609:00 AM* 5026032101313809010033002806712Max. 15 min. 8 1 260 11 5 18 2 346 2309012040023606765Pk. Hr. Vol. 14 0 880 27 8 51 1 1330 34 0 1802501400312602631 88:00 AMPeakIntersection Traffic in Pk. Hr. = 2631 Peak Hr. Factor0.979:00 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 80355260150269130130120200125074804:00 PM 7030528024026915020150180215069104:15 PM 13037738038229890150220250021184014:30 PM 10031022034033213070030210019077104:45 PM 2036624023029680210040210024178915:00 PM* 1003603523503518060130230027085925:15 PM* 50368390380343120110010170024085805:30 PM* 303563714104573082220250016195225:45 PM* 203353614303817040111220028086026:00 PM 313142423213375030130170033077426:15 PM 403093212503057150121220022073436:30 PM 10315240390321514004021002517592Max. 15 min. 13 1 377 39 2 43 2 457 15 1 21225125023319523Pk. Hr. Vol. 20 0 1419 147 4 157 0 1532 30 0 29247187009513529 64:45 PMPeakIntersection Traffic in Pk. Hr. = 3529 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 6Wednesday El Camino Real at Levante Street Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 130130110111 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 14 880 27 52 1330 34 18 2 5 140 3 126 Adjusted Hourly Volume 14 907 0 52 1364 0 18 7 0 140 3 126 Utilization Factor 0.01 0.15 0.00 0.03 0.23 0.00 0.01 0.00 0.00 0.08 0.00 0.07 Critical Factors 0.01 0.23 0.00 0.08 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :El Camino Real and Levante Street Time : to North Approach El Camino Real Date : Day : Wednesday 2441 Total Name : Angel, Santos 1416 1025 Subtotals 1 Sub -34 1330 52 Sub - Totals totals totals Totals W E e51 a s76 0 18 126 s t 25 2 3 269 t 5 140 0 349 A North A p 80 p p p r r 14 880 27 Levante Street 0 Subtotals 1475 921 Total 2396 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/11 9:00 AM 8:00 AM El Camino Real at Levante Street Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 130130110111 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 20 1419 147 157 1532 30 31 4 7 87 0 95 Adjusted Hourly Volume 20 1566 0 157 1562 0 31 11 0 87 0 95 Utilization Factor 0.01 0.26 0.00 0.09 0.26 0.00 0.02 0.01 0.00 0.05 0.00 0.05 Critical Factors 0.26 0.09 0.02 0.05 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :El Camino Real and Levante Street Time : to North Approach El Camino Real Date : Day : Wednesday 3262 Total Name : Angel, Santos 1719 1543 Subtotals 0 Sub -30 1532 157 Sub - Totals totals totals Totals W E e52 a s94 2 31 95 s t 42 4 0 182 t 7870490 A North A p 308 p p p r r 20 1419 147 Levante Street 0 Subtotals 1626 1586 Total 3212 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 19 Intersection Location: El Camino Real & Calle Barcelona Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2011 Int #19E/W Street : Calle BarcelonaData Collected by : Salvador, DavidCount Date :Day :Traffic Control :Signalized08/03/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 10376020418020200701910113516:30 AM 004330506590402211101613017316:45 AM 10527040106191900002102613125827:00 AM 4065110701253301304203003010133417:15 AM 108680401362501002103204120036607:30 AM 10109407017532011013304804021046407:45 AM 3113691602272802103204115639057318:00 AM 4 1 168 16 0 17 1 294 51 0 17 0 16 1 0 49 0 56 38 1 729 18:15 AM* 5 0 148 21 1 31 1 289 40 1 15 0 17 6 0 46 0 55 43 1 717 38:30 AM* 7 0 169 32 0 27 1 310 48 0 18 0 13 3 1 50 0 65 44 0 787 18:45 AM* 7 2 159 28 0 30 0 317 54 0 21 0 14 8 0 44 0 69 41 0 794 09:00 AM* 7 0 202 37 1 18 1 276 54 0 21 0 23 10 0 38 0 56 41 0 784 1Max. 15 min. 7 2 202 37 1 31 1 317 54 1 21 0 23 10 1 50 1 69 44 1 794 3Pk. Hr. Vol. 26 2 678 118 2 106 3 1192 196 1 75 0 67 27 1 178 0 245 169 1 3082 58:00 AMPeakIntersection Traffic in Pk. Hr. = 3082 Peak Hr. Factor0.979:00 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 20 0 284 53 0 18 0 193 50 0 68 0 42 28 0 27 0 40 25 0 848 04:00 PM 20 1 256 57 0 21 0 214 69 1 48 0 36 32 1 26 0 40 22 0 842 24:15 PM 13 1 284 84 4 23 1 238 62 0 88 0 46 22 0 36 0 34 20 0 952 44:30 PM 9 2 288 44 0 35 0 285 60 0 63 0 56 21 1 18 0 30 18 0 929 14:45 PM 23 2 266 47 0 21 0 213 61 0 72 1 58 26 0 32 0 38 32 0 892 05:00 PM* 19 2 302 57 0 35 2 303 76 1 69 0 51 22 0 30 0 28 29 3 1025 45:15 PM* 22 0 314 64 1 31 0 250 61 0 83 0 64 18 0 20 0 39 28 0 994 15:30 PM* 17 0 312 67 0 50 2 326 92 0 75 0 53 32 0 28 0 42 23 0 1119 05:45 PM* 30 1 293 57 7 30 0 314 59 0 59 0 55 19 4 21 0 45 37 1 1020 126:00 PM 22 0 264 59 0 42 1 257 66 0 43 0 52 26 0 33 0 41 23 0 929 06:15 PM 19 0 231 52 0 46 0 239 54 2 74 0 56 22 2 26 0 37 33 0 889 46:30 PM 11 0 244 70 0 33 0 245 56 3 54 0 43 19 0 29 0 29 15 2 848 5Max. 15 min. 30 2 314 84 7 50 2 326 92 3 88 1 64 32 4 36 0 45 37 3 1119 12Pk. Hr. Vol. 88 3 1221 245 8 146 4 1193 288 1 286 0 223 91 4 99 0 154 117 4 4158 174:45 PMPeakIntersection Traffic in Pk. Hr. = 4158 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 17Wednesday El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 28 678 118 109 1192 196 75 67 27 178 245 169 Adjusted Hourly Volume 28 796 0 109 1388 0 75 94 0 178 414 0 Utilization Factor 0.01 0.13 0.00 0.03 0.23 0.00 0.04 0.02 0.00 0.10 0.10 0.00 Critical Factors 0.01 0.23 0.04 0.10 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Wednesday 2422 Total Name : Salvador, David 1497 925 Subtotals 3 Sub -196 1192 109 Sub - Totals totals totals Totals W E e 467 a s 636 0 75 169 s t 169 67 245 592 t 27 178 0 883 A North A p 291 p p p r r 28 678 118 Calle Barcelona 2 Subtotals 1399 824 Total 2223 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/11 9:00 AM 8:00 AM El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 91 1221 245 150 1193 288 286 223 91 99 154 117 Adjusted Hourly Volume 91 1466 0 150 1481 0 286 314 0 99 271 0 Utilization Factor 0.03 0.24 0.00 0.04 0.25 0.00 0.16 0.08 0.00 0.06 0.07 0.00 Critical Factors 0.24 0.04 0.16 0.07 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Wednesday 3259 Total Name : Salvador, David 1631 1628 Subtotals 4 Sub -288 1193 150 Sub - Totals totals totals Totals W E e 530 a s 1130 0 286 117 s t 600 223 154 370 t 91 99 0 984 A North A p 614 p p p r r 91 1221 245 Calle Barcelona 3 Subtotals 1386 1557 Total 2943 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/03/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 20 Intersection Location: Palomar Airport Road & Avenida Encinas Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Avenida EncinasFile : 2011 Int #20E/W Street : Palomar Airport RoadData Collected by : David, SalvadorCount Date :Day :Traffic Control :Signalized08/09/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 006701207312020113101530013426:30 AM 408502303403022212511635015116:45 AM 305601808302033926701731020227:00 AM 30411026083040361006602647024407:15 AM 406160250144050451016402149026317:30 AM 506340330174090511106403852032407:45 AM 30530031121416060635304049130958:00 AM* 9019402280173070621108905270040728:15 AM* 4010270300115090751419103969038418:30 AM* 6017390310155070541206005463336338:45 AM* 6 0 13 33 0 27 0 11 13 1 8 0 54 16 2 56 0 29 66 0 332 39:00 AM 8 0 18 38 2 34 0 17 7 2 10 0 47 17 0 72 0 37 52 3 357 7Max. 15 min. 9 0 19 40 2 34 1 21 13 2 10 0 75 17 3 91 1 54 70 3 407 7Pk. Hr. Vol. 25 0 59 139 2 116 0 54 26 1 31 0 245 53 3 296 0 174 268 3 1486 97:45 AMPeakIntersection Traffic in Pk. Hr. = 1486 Peak Hr. Factor0.918:45 AMHourIntersection Pdstrns in Pk. Hr. = 93:45 PM 13 0 18 71 0 42 1 19 10 0 4 0 67 12 0 74 0 87 40 0 458 04:00 PM 21 0 21 68 3 62 0 28 7 0 11 0 62 8 0 71 0 66 41 0 466 34:15 PM 13 0 14 91 0 64 0 14 10 1 2 0 73 19 3 58 0 93 58 0 509 44:30 PM 14 0 8 65 3 62 1 15 11 0 5 0 56 14 2 77 0 76 48 0 452 54:45 PM 170141120620147040681406708349051105:00 PM 18019911560146070471226406532043135:15 PM* 210251120740219050602006609050055305:30 PM* 27 0 30 102 0 68 0 29 18 0 9 0 72 13 0 77 2 113 55 0 615 05:45 PM* 15 0 26 103 1 51 0 15 12 1 6 0 77 16 2 66 0 90 46 1 523 56:00 PM* 2302188066018807051406208676251026:15 PM 100157005407809072604407845041806:30 PM 1302010405802290815750401814904680Max. 15 min. 27 0 30 112 3 74 1 29 18 1 11 1 77 20 3 77 2 113 76 2 615 5Pk. Hr. Vol. 86 0 102 405 1 259 0 83 47 1 27 0 260 53 2 271 2 379 227 3 2201 75:00 PMPeakIntersection Traffic in Pk. Hr. = 2201 Peak Hr. Factor0.896:00 PMHourIntersection Pdstrns in Pk. Hr. = 7Tuesday Avenida Encinas at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 111201110111 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 25 59 139 116 54 26 31 245 53 296 174 268 Adjusted Hourly Volume 25 59 139 170 0 26 31 298 0 296 174 268 Utilization Factor 0.01 0.03 0.08 0.05 0.00 0.01 0.02 0.15 0.00 0.16 0.09 0.15 Critical Factors 0.08 0.05 0.15 0.16 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :Avenida Encinas and Palomar Airport Road Time : to North Approach Avenida Encinas Date : Day : Tuesday 554 Total Name : David, Salvador 196 358 Subtotals 0 Sub -26 54 116 Sub - Totals totals totals Totals W E e 225 a s 554 0 31 268 s t 329 245 174 738 t 53 296 0 1238 A North A p 500 p p p r r 25 59 139 Palomar Airport Road 0 Subtotals 403 223 Total 626 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/09/11 8:45 AM 7:45 AM Avenida Encinas at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 111201110111 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 86 102 405 259 83 47 27 260 53 273 379 227 Adjusted Hourly Volume 86 102 405 342 0 47 27 313 0 273 379 227 Utilization Factor 0.05 0.05 0.23 0.10 0.00 0.03 0.02 0.16 0.00 0.15 0.19 0.13 Critical Factors 0.23 0.10 0.16 0.15 ICU Ratio = 0.74 LOS = C Turning Movements at Intersection of :Avenida Encinas and Palomar Airport Road Time : to North Approach Avenida Encinas Date : Day : Tuesday 745 Total Name : David, Salvador 389 356 Subtotals 0 Sub -47 83 259 Sub - Totals totals totals Totals W E e 512 a s 852 0 27 227 s t 340 260 379 879 t 53 273 2 1805 A North A p 926 p p p r r 86 102 405 Palomar Airport Road 0 Subtotals 407 593 Total 1000 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/09/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 21 Intersection Location: Palomar Airport Road & Paseo Del Norte Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Paseo Del NorteFile : 2011 Int #21E/W Street : Palomar Airport RoadData Collected by : Zhelan, Dan, RoxanneCount Date : Day :Traffic Control :Signalized08/09/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 19034030011501701203210210133426:30 AM 29029050140712192004511515043606:45 AM 33091609036114229016410017021059957:00 AM 29082201402702703902419317132073817:15 AM 3001617014056026038113017217423072407:30 AM 33 0 9 23 0 12 0 9 13 0 48 2 435 12 0 7 1 180 33 1 817 17:45 AM 27 0 13 32 2 19 0 3 29 2 27 0 526 39 3 13 4 170 35 0 937 78:00 AM* 52 0 21 30 3 21 0 7 25 0 52 0 618 24 0 12 2 195 52 0 1111 38:15 AM* 38 0 16 32 2 29 0 6 23 0 28 0 546 27 0 13 2 201 37 1 998 38:30 AM* 34 0 19 37 2 20 0 8 27 0 37 0 508 30 0 14 1 162 24 2 921 48:45 AM* 41 0 26 29 1 25 0 19 23 0 54 3 509 39 2 21 2 173 23 0 987 39:00 AM 30 0 18 28 0 30 0 13 25 4 35 0 507 33 4 22 5 207 49 0 1002 8Max. 15 min. 52 0 26 37 3 30 0 19 29 4 54 3 618 39 4 22 5 207 52 2 1111 8Pk. Hr. Vol. 165 0 82 128 8 95 0 40 98 0 171 3 2181 120 2 60 7 731 136 3 4017 137:45 AMPeakIntersection Traffic in Pk. Hr. = 4017 Peak Hr. Factor0.908:45 AMHourIntersection Pdstrns in Pk. Hr. = 133:45 PM 57 0 28 23 4 50 0 18 99 1 89 4 306 31 3 29 5 422 59 0 1220 84:00 PM 39 0 28 28 6 63 0 29 114 10 101 1 317 47 2 32 5 426 51 0 1281 184:15 PM 44 0 31 38 4 85 0 21 105 3 78 1 335 47 0 29 10 495 51 0 1370 74:30 PM 47 0 25 31 0 67 0 36 118 1 85 3 306 39 1 42 3 508 68 0 1378 24:45 PM 44 0 30 28 0 89 0 33 113 2 114 4 350 45 0 30 9 456 65 0 1410 25:00 PM 65 0 21 23 1 77 0 32 74 1 66 1 299 44 0 40 5 476 51 1 1274 35:15 PM* 68 0 25 28 2 59 0 45 92 2 69 2 298 30 2 45 8 562 63 0 1394 65:30 PM* 45 0 20 38 5 59 0 31 91 1 97 2 346 38 0 51 9 553 64 0 1444 65:45 PM* 40 0 30 24 0 56 0 36 87 1 91 3 369 37 1 34 6 547 78 0 1438 26:00 PM* 47 0 25 29 0 72 0 44 87 3 90 5 284 32 1 43 6 496 55 0 1315 46:15 PM 54 0 29 30 1 93 0 44 105 4 111 5 282 29 0 48 13 410 49 0 1302 56:30 PM 49 0 34 26 1 43 0 35 81 3 61 3 270 39 0 45 7 432 62 0 1187 4Max. 15 min. 68 0 34 38 6 93 0 45 118 10 114 5 369 47 3 51 13 562 78 1 1444 18Pk. Hr. Vol. 200 0 100 119 7 246 0 156 357 7 347 12 1297 137 4 173 29 2158 260 0 5591 185:00 PMPeakIntersection Traffic in Pk. Hr. = 5591 Peak Hr. Factor0.976:00 PMHourIntersection Pdstrns in Pk. Hr. = 18Tuesday Paseo Del Norte at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1111 411111 1 5111 6 1 Outside 7 1 Free-flow Lane Settings 220220230241 Capacity 3600 4000 0 3600 4000 0 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 165 82 128 95 40 98 174 2181 120 67 731 136 Adjusted Hourly Volume 165 210 0 95 138 0 174 2301 0 67 731 136 Utilization Factor 0.05 0.05 0.00 0.03 0.03 0.00 0.05 0.38 0.00 0.02 0.09 0.08 Critical Factors 0.05 0.03 0.38 0.02 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :Paseo Del Norte and Palomar Airport Road Time : to North Approach Paseo Del Norte Date : Day : Tuesday 622 Total Name : Zhelan, Dan, Roxanne 233 389 Subtotals 0 Sub -98 40 95 Sub - Totals totals totals Totals W E e 997 a s 3472 3 174 136 s t 2475 2181 731 934 t 120 67 7 3345 A North A p 2411 p p p r r 165 82 128 Palomar Airport Road 0 Subtotals 220 375 Total 595 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/09/11 8:45 AM 7:45 AM Paseo Del Norte at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 11 11 1 1 5 11 1 6 1 Outside 7 1 Free-flow Lane Settings 220220230241 Capacity 3600 4000 0 3600 4000 0 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 200 100 119 246 156 357 359 1297 137 202 2158 260 Adjusted Hourly Volume 200 219 0 246 513 0 359 1434 0 202 2158 260 Utilization Factor 0.06 0.05 0.00 0.07 0.13 0.00 0.10 0.24 0.00 0.06 0.27 0.14 Critical Factors 0.06 0.13 0.10 0.27 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :Paseo Del Norte and Palomar Airport Road Time : to North Approach Paseo Del Norte Date : Day : Tuesday 1466 Total Name : Zhelan, Dan, Roxanne 759 707 Subtotals 0 Sub -357 156 246 Sub - Totals totals totals Totals W E e 2727 a s 4520 12 359 260 s t 1793 1297 2158 2620 t 137 202 29 4311 A North A p 1691 p p p r r 200 100 119 Palomar Airport Road 0 Subtotals 466 419 Total 885 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/09/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 22 Intersection Location: Palomar Airport Road & Armada Drive / Costco Entrance Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Armada Drive/Costco EntranceFile : 2011 Int #22E/W Street : Palomar Airport RoadData Collected by : Salvador, DavidCount Date :Day :Traffic Control :Signalized07/14/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 12035000030721466010011610032006:30 AM 9045030020942051104011213038106:45 AM 14014010121862571315017218050227:00 AM 1600803001001403692007019843068807:15 AM 1802140500601723012216121528063717:30 AM 1205170701601844402006018823274727:45 AM 1402130803603165482017020840090618:00 AM 13052031103703115652227019050092558:15 AM* 130221070215040253829113021140093318:30 AM* 1802211602913374873309023440190138:45 AM* 27 0 3 16 0 10 0 3 14 1 41 3 464 21 1 14 1 207 26 1 850 39:00 AM* 33 0 2 21 0 13 0 5 17 0 46 6 500 32 1 16 0 268 53 0 1012 1Max. 15 min. 33 0 5 21 3 13 0 5 17 1 46 7 565 33 2 16 1 268 53 2 1012 5Pk. Hr. Vol. 91 0 9 79 1 36 0 12 55 2 160 18 1989 115 3 52 1 920 159 2 3696 88:00 AMPeakIntersection Traffic in Pk. Hr. = 3696 Peak Hr. Factor0.919:00 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 74 0 6 74 0 37 0 12 41 2 22 14 264 39 0 41 1 435 18 0 1078 24:00 PM 91 0 15 52 0 26 0 13 35 0 14 13 273 33 1 49 0 383 11 0 1008 14:15 PM 75 0 5 50 0 41 0 15 36 0 24 16 267 28 2 41 1 463 17 0 1079 24:30 PM 69 0 15 53 0 42 2 12 27 0 19 11 260 21 1 46 1 455 14 0 1047 14:45 PM 88 0 12 59 0 58 0 6 69 5 19 13 315 30 0 53 0 467 21 2 1210 75:00 PM 72 0 13 56 0 44 1 14 47 0 18 14 253 22 1 46 0 433 20 0 1053 15:15 PM* 104 0 6 58 1 67 0 16 49 1 25 12 254 19 1 67 1 525 20 1 1223 45:30 PM* 73 0 9 61 0 45 0 22 45 0 13 14 303 25 0 53 0 655 20 0 1338 05:45 PM* 82 0 14 55 0 57 0 16 51 0 25 7 316 25 0 49 0 525 16 0 1238 06:00 PM* 68 0 10 69 4 38 0 17 40 1 20 10 282 30 4 58 1 483 26 1 1152 106:15 PM 83 0 14 71 0 43 0 20 40 0 20 10 277 22 0 52 1 359 29 1 1041 16:30 PM 67 0 16 74 1 34 0 12 34 2 17 15 263 27 2 50 1 368 14 3 992 8Max. 15 min. 104 0 16 74 4 67 2 22 69 5 25 16 316 39 4 67 1 655 29 3 1338 10Pk. Hr. Vol. 327 0 39 243 5 207 0 71 185 2 83 43 1155 99 5 227 2 2188 82 2 4951 145:00 PMPeakIntersection Traffic in Pk. Hr. = 4951 Peak Hr. Factor0.936:00 PMHourIntersection Pdstrns in Pk. Hr. = 14Thursday Armada Drive/Costco Entrance at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 1111 urations 3 1 1 1 1 1 4111 511 611 Outside 7 Free-flow Lane Settings 210211231131 Capacity 3600 2000 0 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 91 9 79 36 12 55 178 1989 115 53 920 159 Adjusted Hourly Volume 91 88 0 36 67 0 178 1989 115 53 920 159 Utilization Factor 0.03 0.04 0.00 0.01 0.03 0.00 0.05 0.33 0.06 0.03 0.15 0.09 Critical Factors 0.03 0.03 0.33 0.03 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Armada Drive/Costco Entrance and Palomar Airport Road Time : to North Approach Armada Drive/Costco Entrance Date : Day : Thursday 431 Total Name : Salvador, David 103 328 Subtotals 0 Sub -55 12 36 Sub - Totals totals totals Totals W E e 1084 a s 3366 18 178 159 s t 2282 1989 920 1132 t 115 53 1 3237 A North A p 2105 p p p r r 91 9 79 Palomar Airport Road 0 Subtotals 179 179 Total 358 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 9:00 AM 8:00 AM Armada Drive/Costco Entrance at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 5 1 1 6 1 1 Outside 7 Free-flow Lane Settings 210211231131 Capacity 3600 2000 0 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 327 39 243 207 71 185 126 1155 99 229 2188 82 Adjusted Hourly Volume 327 282 0 207 256 0 126 1155 99 229 2188 82 Utilization Factor 0.09 0.14 0.00 0.06 0.13 0.00 0.04 0.19 0.06 0.13 0.36 0.05 Critical Factors 0.09 0.13 0.04 0.36 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :Armada Drive/Costco Entrance and Palomar Airport Road Time : to North Approach Armada Drive/Costco Entrance Date : Day : Thursday 667 Total Name : Salvador, David 463 204 Subtotals 0 Sub -185 71 207 Sub - Totals totals totals Totals W E e 2743 a s 4123 43 126 82 s t 1380 1155 2188 2499 t 99 229 2 4106 A North A p 1607 p p p r r 327 39 243 Palomar Airport Road 0 Subtotals 397 609 Total 1006 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 23 Intersection Location: Palomar Airport Road & Hidden Valley Road/The Crossings Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Hidden Valley Road/The Crossings DriveFile : 2011 Int #23E/W Street : Palomar Airport RoadData Collected by : Rhea, Mary RoseCount Date :Day :Traffic Control :Signalized07/14/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 50120200105014530001297030006:30 AM 10020102308020630201407037506:45 AM 30260002305024550301636044307:00 AM 12027050210190343605025412066807:15 AM 7018120270140318303022110159627:30 AM 90111030450180420923020429071627:45 AM 1102100601501505561101025116088508:00 AM 1107142600221915801706024415092248:15 AM* 1705801004141221502704123026185128:30 AM* 10036013041102315132209122825086908:45 AM* 6 0 4 15 0 11 0 5 24 1 25 3 454 21 0 9 1 256 20 1 854 29:00 AM* 14 0 5 23 1 13 0 2 21 0 33 1 506 14 0 14 0 289 37 0 972 1Max. 15 min. 17 0 7 23 2 13 0 5 24 2 33 3 580 22 2 14 1 289 37 1 972 4Pk. Hr. Vol. 47 0 17 52 1 47 0 15 70 2 103 6 1975 64 0 36 3 1003 108 2 3546 58:00 AMPeakIntersection Traffic in Pk. Hr. = 3546 Peak Hr. Factor0.919:00 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 13 0 5 10 0 24 0 5 30 1 23 3 331 12 0 9 0 388 11 0 864 14:00 PM 150230200423015134812010240813087604:15 PM 22 0 3 10 0 23 0 6 32 2 11 0 312 22 0 6 0 466 21 0 934 24:30 PM 14 0 5 14 0 26 0 4 23 0 19 3 308 19 3 21 0 477 25 0 958 34:45 PM 22 0 5 15 0 16 0 6 17 0 13 2 400 28 0 14 2 475 15 0 1030 05:00 PM 20 0 7 10 0 20 0 6 19 1 8 2 297 25 1 26 2 475 10 0 927 25:15 PM* 14 0 2 10 0 19 0 4 25 0 9 1 384 24 2 14 0 601 21 0 1128 25:30 PM* 16025018061801123592502126171801120 05:45 PM* 21 0 5 15 0 26 0 7 26 1 14 0 356 19 0 20 1 491 8 0 1009 16:00 PM* 18 0 5 16 0 13 0 6 25 0 10 1 371 30 0 14 0 510 10 0 1029 06:15 PM 26 0 10 16 1 20 0 4 21 0 10 2 316 36 0 16 1 411 13 0 902 16:30 PM 250580260615171372230122365908761Max. 15 min. 26 0 10 16 1 26 0 7 32 2 23 3 400 36 3 26 2 617 25 0 1128 3Pk. Hr. Vol. 69 0 14 46 0 76 0 23 94 1 44 4 1470 98 2 69 3 2219 57 0 4286 35:00 PMPeakIntersection Traffic in Pk. Hr. = 4286 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 3Thursday Hidden Valley Road/The Crossings Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4111 51 6 Outside 7 Free-flow Lane Settings 110111131130 Capacity 1800 2000 0 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 47 17 52 47 15 70 109 1975 64 39 1003 108 Adjusted Hourly Volume 47 69 0 47 15 70 109 1975 64 39 1111 0 Utilization Factor 0.03 0.03 0.00 0.03 0.01 0.04 0.06 0.33 0.04 0.02 0.19 0.00 Critical Factors 0.03 0.04 0.33 0.02 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Hidden Valley Road/The Crossings Drive and Palomar Airport Road Time : to North Approach Hidden Valley Road/The Crossings Drive Date : Day : Thursday 360 Total Name : Rhea, Mary Rose 132 228 Subtotals 0 Sub -70 15 47 Sub - Totals totals totals Totals W E e 1126 a s 3274 6 109 108 s t 2148 1975 1003 1150 t 64 39 3 3227 A North A p 2077 p p p r r 47 17 52 Palomar Airport Road 0 Subtotals 115 116 Total 231 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 9:00 AM 8:00 AM Hidden Valley Road/The Crossings Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 urations 3 1 1 1 4 1 11 5 1 6 Outside 7 Free-flow Lane Settings 110111131130 Capacity 1800 2000 0 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 69 14 46 76 23 94 48 1470 98 72 2219 57 Adjusted Hourly Volume 69 60 0 76 23 94 48 1470 98 72 2276 0 Utilization Factor 0.04 0.03 0.00 0.04 0.01 0.05 0.03 0.25 0.05 0.04 0.38 0.00 Critical Factors 0.04 0.05 0.03 0.38 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :Hidden Valley Road/The Crossings Drive and Palomar Airport Road Time : to North Approach Hidden Valley Road/The Crossings Drive Date : Day : Thursday 308 Total Name : Rhea, Mary Rose 193 115 Subtotals 0 Sub -94 23 76 Sub - Totals totals totals Totals W E e 2386 a s 4002 4 48 57 s t 1616 1470 2219 2348 t 98 72 3 3943 A North A p 1595 p p p r r 69 14 46 Palomar Airport Road 0 Subtotals 190 129 Total 319 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 24 Intersection Location: Palomar Airport Road & College Boulevard/Aviara Parkway Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : College Boulevard/Aviara ParkwayFile : 2011 Int #24E/W Street : Palomar Airport RoadData Collected by : Miles, DanielCount Date : Day :Traffic Control :Signalized07/14/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1101411010721045092701101011032206:30 AM 15011190107230380145120501062038406:45 AM 14 0 22 19 0 4 0 14 24 0 59 0 181 11 0 16 0 156 1 0 521 07:00 AM 35 0 39 30 0 7 0 16 32 1 94 1 268 23 0 14 0 189 7 0 755 17:15 AM 31 1 52 23 1 4 0 26 27 0 70 0 222 20 0 9 0 181 4 0 670 17:30 AM 28 0 47 27 0 10 0 51 37 0 114 1 306 23 0 19 0 182 5 2 850 27:45 AM* 42 0 73 39 0 8 0 27 29 0 159 0 380 31 0 20 1 198 5 0 1012 08:00 AM* 55 0 121 58 0 15 0 19 34 0 164 0 409 30 2 23 1 169 6 0 1104 28:15 AM* 45 0 137 67 2 6 0 30 44 0 149 0 345 29 0 19 0 185 13 0 1069 28:30 AM* 31 0 78 53 0 3 0 25 36 0 144 0 364 23 0 12 0 218 15 0 1002 08:45 AM 50 1 98 51 2 11 0 34 34 0 143 0 312 41 0 26 2 189 7 1 999 39:00 AM 30 0 71 47 1 10 0 35 41 0 145 1 338 36 0 36 0 246 7 0 1043 1Max. 15 min. 55 1 137 67 2 15 0 51 44 1 164 1 409 41 2 36 2 246 15 2 1104 3Pk. Hr. Vol. 173 0 409 217 2 32 0 101 143 0 616 0 1498 113 2 74 2 770 39 0 4187 47:30 AMPeakIntersection Traffic in Pk. Hr. = 4187 Peak Hr. Factor0.958:30 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 39 0 26 48 0 16 0 48 91 0 31 0 262 74 0 35 0 306 20 0 996 04:00 PM 43 0 36 39 0 10 0 61 99 0 25 0 279 72 0 36 0 284 10 0 994 04:15 PM 41 0 26 24 0 6 0 72 146 0 47 0 259 83 2 53 2 351 19 1 1129 34:30 PM 44 0 25 48 0 10 1 58 149 0 29 0 240 77 0 43 1 331 21 0 1077 04:45 PM 47 0 45 29 0 10 0 85 142 0 29 0 305 115 1 52 0 346 28 0 1233 15:00 PM 52 0 30 34 0 10 0 86 137 1 34 0 249 75 1 46 0 362 17 0 1132 25:15 PM* 45 1 41 32 0 6 2 123 200 0 38 0 310 91 1 59 1 438 38 0 1425 15:30 PM* 27 0 36 35 0 11 0 134 197 0 22 0 290 107 1 62 1 417 18 0 1357 15:45 PM* 45 0 35 35 1 11 0 114 158 0 27 0 258 112 1 49 0 352 10 0 1206 26:00 PM* 40 1 25 36 0 11 0 75 116 0 35 0 274 115 0 59 0 371 6 0 1164 06:15 PM 51 0 35 32 0 6 0 91 116 0 32 0 246 108 0 41 0 297 9 0 1064 06:30 PM 46 1 18 37 0 6 1 51 103 0 25 0 231 134 0 41 1 244 8 0 947 0Max. 15 min. 52 1 45 48 1 16 2 134 200 1 47 0 310 134 2 62 2 438 38 1 1425 3Pk. Hr. Vol. 157 2 137 138 1 39 2 446 671 0 122 0 1132 425 3 229 2 1578 72 0 5152 45:00 PMPeakIntersection Traffic in Pk. Hr. = 5152 Peak Hr. Factor0.906:00 PMHourIntersection Pdstrns in Pk. Hr. = 4Thursday College Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 41 1 1 51 1 1 611 Outside 7 Free-flow Lane Settings 221102231231 Capacity 3600 4000 1800 1800 0 3600 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 173 409 217 32 101 143 616 1498 113 76 770 39 Adjusted Hourly Volume 173 409 217 133 0 276 616 1498 113 76 770 39 Utilization Factor 0.05 0.10 0.12 0.07 0.00 0.08 0.17 0.25 0.06 0.02 0.13 0.02 Critical Factors 0.12 0.07 0.17 0.13 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :College Boulevard/Aviara Parkway and Palomar Airport Road Time : to North Approach College Boulevard/Aviara Parkway Date : Day : Thursday 1340 Total Name : Miles, Daniel 276 1064 Subtotals 0 Sub -143 101 32 Sub - Totals totals totals Totals W E e 1086 a s 3313 0 616 39 s t 2227 1498 770 885 t 113 76 2 2634 A North A p 1749 p p p r r 173 409 217 Palomar Airport Road 0 Subtotals 288 799 Total 1087 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 8:30 AM 7:30 AM College Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 urations 3 1 1 1 1 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 221102231231 Capacity 3600 4000 1800 1800 0 3600 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 159 137 138 41 446 671 122 1132 425 231 1578 72 Adjusted Hourly Volume 159 137 138 41 0 1158 122 1132 425 231 1578 72 Utilization Factor 0.04 0.03 0.08 0.02 0.00 0.32 0.03 0.19 0.24 0.06 0.26 0.04 Critical Factors 0.04 0.32 0.24 0.06 ICU Ratio = 0.76 LOS = C Turning Movements at Intersection of :College Boulevard/Aviara Parkway and Palomar Airport Road Time : to North Approach College Boulevard/Aviara Parkway Date : Day : Thursday 1491 Total Name : Miles, Daniel 1158 333 Subtotals 2 Sub -671 446 41 Sub - Totals totals totals Totals W E e 2406 a s 4085 0 122 72 s t 1679 1132 1578 1881 t 425 231 2 3192 A North A p 1311 p p p r r 159 137 138 Palomar Airport Road 2 Subtotals 1102 434 Total 1536 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 25 Intersection Location: Palomar Airport Road & Palomar Oaks Way Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Palomar Oaks WayFile : 2011 Int #25E/W Street : Palomar Airport RoadData Collected by : Mary Rose, RheaCount Date :Day :Traffic Control :Signalized07/26/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 00000000304012040001008023906:30 AM 0000020010160123120101393029706:45 AM 000101001019019070201895041507:00 AM 10000100403302782603018511054207:15 AM 20000000303122501504022310054007:30 AM 00000000703002601502021413154117:45 AM* 20100000904013742010020519067118:00 AM* 20000100407524365210021829081918:15 AM* 10110100508433491701023934073608:30 AM* 30100000604313361300122125065008:45 AM 30200200604633361203122114064909:00 AM 0000030050632348110002561417021Max. 15 min.3021030090843436521412563418191Pk. Hr. Vol.8031020024024271495 102 2 1 1 883 107 0 2876 27:30 AMPeakIntersection Traffic in Pk. Hr. = 2876 Peak Hr. Factor0.888:30 AMHourIntersection Pdstrns in Pk. Hr. = 23:45 PM 27025012003304427520003006067004:00 PM 8030050040013234000013344075004:15 PM 17002017015709129930113153172614:30 PM 9013012003406132120003041069404:45 PM* 9001014004805235920003871082805:00 PM* 18000017004416028621013543273145:15 PM* 47001025006704032000004391090405:30 PM* 11001016005903238511003683084915:45 PM 16001011013011029900103860074616:00 PM 600008003502030100003160066806:15 PM 5001013002803128700102962063706:30 PM 50000900170112502001289005750Max. 15 min. 47035025016711343853111439629044Pk. Hr. Vol. 85003072002181184135052011548 8 2 3312 54:30 PMPeakIntersection Traffic in Pk. Hr. = 3312 Peak Hr. Factor0.925:30 PMHourIntersection Pdstrns in Pk. Hr. = 5Tuesday Palomar Oaks Way at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 411 51111 6 Outside 7 Free-flow Lane Settings 110120130130 Capacity 1800 2000 0 1800 4000 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 83120242491495 102 2 883 107 Adjusted Hourly Volume 84022402491597 0 2 990 0 Utilization Factor 0.00 0.00 0.00 0.00 0.01 0.00 0.14 0.27 0.00 0.00 0.17 0.00 Critical Factors 0.00 0.01 0.14 0.17 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :Palomar Oaks Way and Palomar Airport Road Time : to North Approach Palomar Oaks Way Date : Day : Tuesday 378 Total Name : Mary Rose, Rhea 26 352 Subtotals 0 Sub -24 0 2 Sub - Totals totals totals Totals W E e 922 a s 2768 7 249 107 s t 1846 1495 883 992 t 102 2 1 2491 A North A p 1499 p p p r r 831 Palomar Airport Road 0 Subtotals 103 12 Total 115 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/11 8:30 AM 7:30 AM Palomar Oaks Way at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 110120130130 Capacity 1800 2000 0 1800 4000 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 85 0 3 72 0 218 22 1350 5 1 1548 8 Adjusted Hourly Volume 85 3 0 72 218 0 22 1355 0 1 1556 0 Utilization Factor 0.05 0.00 0.00 0.04 0.05 0.00 0.01 0.23 0.00 0.00 0.26 0.00 Critical Factors 0.05 0.05 0.01 0.26 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :Palomar Oaks Way and Palomar Airport Road Time : to North Approach Palomar Oaks Way Date : Day : Tuesday 316 Total Name : Mary Rose, Rhea 290 26 Subtotals 0 Sub -218 0 72 Sub - Totals totals totals Totals W E e 1855 a s 3232 4 22 8 s t 1377 1350 1548 1557 t 5112983 A North A p 1426 p p p r r 85 0 3 Palomar Airport Road 0 Subtotals 5 88 Total 93 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 26 Intersection Location: Palomar Airport Road & Camino Vida Roble Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Camino Vida RobleFile : 2011 Int #26E/W Street : Palomar Airport RoadData Collected by : Lizzy, ZhelanCount Date :Day :Traffic Control :Signalized07/26/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 5010010020120871812109523026516:30 AM 120230202208110414015712725032406:45 AM 1508005014012113131123315634042417:00 AM 15011204022025022452014117952058307:15 AM 7010010074016017548122522759058027:30 AM 140154010032221020644014320578161937:45 AM 110162013048042022563028218072166618:00 AM* 25025608066255028170044422197084828:15 AM* 28085090510022127980124120857073718:30 AM* 2901411012087022124480024319940069408:45 AM* 150129018048045220361032522448068609:00 AM 18 0 10 5 0 16 0 4 17 0 44 0 246 78 0 29 4 210 54 0 735 0Max. 15 min. 29 0 25 11 1 18 0 8 17 2 55 2 281 80 1 44 7 227 97 1 848 3Pk. Hr. Vol. 97 0 59 31 0 47 0 23 31 2 144 4 1007 291 1 124 13 852 242 0 2965 37:45 AMPeakIntersection Traffic in Pk. Hr. = 2965 Peak Hr. Factor0.878:45 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 36 0 5 15 0 32 0 10 32 0 9 0 259 42 0 20 2 219 4 0 685 04:00 PM 65 0 9 16 0 38 0 12 27 0 10 1 295 54 0 21 3 252 13 1 816 14:15 PM 64 0 8 44 0 42 0 24 37 0 6 0 259 37 0 6 1 199 11 0 738 04:30 PM 5309804701118014027945014020110070904:45 PM* 65 0 4 22 0 65 0 26 45 0 4 0 310 53 0 12 0 239 9 0 854 05:00 PM* 68 0 4 25 0 61 0 16 35 1 9 0 262 44 1 6 1 257 9 1 797 35:15 PM* 90 0 5 26 0 92 0 35 37 0 4 0 312 38 1 14 1 273 14 1 941 25:30 PM* 55 0 4 26 0 31 0 16 26 0 13 0 313 33 0 13 1 275 13 0 819 05:45 PM 72 0 7 20 0 45 0 13 34 0 7 0 284 59 2 13 1 252 3 0 810 26:00 PM 56 0 3 23 0 30 0 21 26 0 7 1 276 37 0 12 2 226 11 0 731 06:15 PM 61 0 1 15 0 35 0 11 33 0 6 1 239 32 0 10 0 218 3 0 665 06:30 PM 53035027072003022827072169705580Max. 15 min. 90 0 9 44 0 92 0 35 45 1 14 1 313 59 2 21 3 275 14 1 941 3Pk. Hr. Vol. 278 0 17 99 0 249 0 93 143 1 30 0 1197 168 2 45 3 1044 45 2 3411 54:30 PMPeakIntersection Traffic in Pk. Hr. = 3411 Peak Hr. Factor0.915:30 PMHourIntersection Pdstrns in Pk. Hr. = 5Tuesday Camino Vida Roble at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 Config - (left) 2 1111 urations 3 1 1 1 1 1 4111 51111 6 Outside 7 Free-flow Lane Settings 210111130130 Capacity 3600 2000 0 1800 2000 1800 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 97 59 31 47 23 31 148 1007 291 137 852 242 Adjusted Hourly Volume 97 90 0 47 23 31 148 1298 0 137 1094 0 Utilization Factor 0.03 0.05 0.00 0.03 0.01 0.02 0.08 0.22 0.00 0.08 0.18 0.00 Critical Factors 0.05 0.03 0.22 0.08 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :Camino Vida Roble and Palomar Airport Road Time : to North Approach Camino Vida Roble Date : Day : Tuesday 546 Total Name : Lizzy, Zhelan 101 445 Subtotals 0 Sub -31 23 47 Sub - Totals totals totals Totals W E e 984 a s 2430 4 148 242 s t 1446 1007 852 1231 t 291 137 13 2329 A North A p 1098 p p p r r 97 59 31 Palomar Airport Road 0 Subtotals 438 187 Total 625 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/11 8:45 AM 7:45 AM Camino Vida Roble at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 210111130130 Capacity 3600 2000 0 1800 2000 1800 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 278 17 99 249 93 143 30 1197 168 48 1044 45 Adjusted Hourly Volume 278 116 0 249 93 143 30 1365 0 48 1089 0 Utilization Factor 0.08 0.06 0.00 0.14 0.05 0.08 0.02 0.23 0.00 0.03 0.18 0.00 Critical Factors 0.06 0.14 0.23 0.03 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :Camino Vida Roble and Palomar Airport Road Time : to North Approach Camino Vida Roble Date : Day : Tuesday 577 Total Name : Lizzy, Zhelan 485 92 Subtotals 0 Sub -143 93 249 Sub - Totals totals totals Totals W E e 1465 a s 2860 0 30 45 s t 1395 1197 1044 1137 t 168 48 3 2685 A North A p 1548 p p p r r 278 17 99 Palomar Airport Road 0 Subtotals 306 394 Total 700 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 27 Intersection Location: Palomar Airport Road & Yarrow Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Yarrow DriveFile : 2011 Int #27E/W Street : Palomar Airport RoadData Collected by : Roxanne, LuciaCount Date :Day :Traffic Control :Signalized07/26/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 30040001105065903711404127016:30 AM 400202001010961615801737036016:45 AM 403401200151118715202046040727:00 AM 601400011115018224266127520159647:15 AM 601500011115013128163027814054327:30 AM* 600401000110018427054131110160827:45 AM* 801203400107021119157229512163758:00 AM* 1102170502212025545183233019177538:15 AM* 1201232200007024824238130114067148:30 AM 100380603209021423048225423060508:45 AM 90210012032016018916232230414061129:00 AM 150112090061712131515243031606542Max. 15 min. 15 0 3 23 3 1223611612554528343302317755Pk. Hr. Vol. 37 0 4 64 5 120232260898115423261237 55 3 2691 147:15 AMPeakIntersection Traffic in Pk. Hr. = 2691 Peak Hr. Factor0.878:15 AMHourIntersection Pdstrns in Pk. Hr. = 143:45 PM 30 0 2 68 0 11 0 0 15 0 9 2 301 14 0 21 4 215 12 0 704 04:00 PM 2101290110060913131531942577069334:15 PM 2402790140370303351801822016071204:30 PM 260046090140502991211842387066914:45 PM* 35 0 1 78 0 15 0 3 11 0 7 0 377 15 1 16 3 255 7 0 823 15:00 PM* 22 0 2 59 0 10 0 5 10 1 8 1 339 6 2 24 1 246 11 0 744 35:15 PM* 47 0 3 101 1 16 0 3 17 1 4 1 431 11 4 11 3 238 10 0 896 65:30 PM* 31 0 1 57 1 15 0 1 16 0 4 0 374 11 3 14 4 302 3 0 833 45:45 PM 25 0 0 33 0 14 0 4 14 0 10 1 319 19 0 17 3 226 13 0 698 06:00 PM 36 0 0 32 0 14 0 1 14 0 3 0 323 9 1 15 6 194 7 0 654 16:15 PM 260119014005070288708420514059806:30 PM 120122030360202519193203605301Max. 15 min. 47 0 3 101 1 16 0 5 17 1 10 2 431 19 4 24 6 302 14 0 896 6Pk. Hr. Vol. 135 0 7 295 2 56 0 12 54 2 23 2 1521 43 10 65 11 1041 31 0 3296 144:30 PMPeakIntersection Traffic in Pk. Hr. = 3296 Peak Hr. Factor0.925:30 PMHourIntersection Pdstrns in Pk. Hr. = 14Tuesday Yarrow Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1111 1 Config - (left) 2 1 1 1 urations 3 1 1 1 1 41111 5 6 Outside 7 Free-flow Lane Settings 120010130130 Capacity 1800 4000 0 0 2000 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 37 4 64 12 2 3 26 898 115 238 1237 55 Adjusted Hourly Volume 37 68 0 0 17 0 26 1013 0 238 1292 0 Utilization Factor 0.02 0.02 0.00 0.00 0.01 0.00 0.01 0.17 0.00 0.13 0.22 0.00 Critical Factors 0.02 0.01 0.17 0.13 ICU Ratio = 0.43 LOS = A Turning Movements at Intersection of :Yarrow Drive and Palomar Airport Road Time : to North Approach Yarrow Drive Date : Day : Tuesday 102 Total Name : Roxanne, Lucia 17 85 Subtotals 0 Sub -3 2 12 Sub - Totals totals totals Totals W E e 1277 a s 2316 0 26 55 s t 1039 898 1237 1530 t 115 238 6 2510 A North A p 980 p p p r r 37 4 64 Palomar Airport Road 0 Subtotals 349 105 Total 454 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/11 8:15 AM 7:15 AM Yarrow Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1111 1 Config - (left) 2 1 1 1 urations 3 1 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 120110130130 Capacity 1800 4000 0 1800 2000 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 135 7 295 56 12 54 25 1521 43 76 1041 31 Adjusted Hourly Volume 135 302 0 0 122 0 25 1564 0 76 1072 0 Utilization Factor 0.08 0.08 0.00 0.00 0.06 0.00 0.01 0.26 0.00 0.04 0.18 0.00 Critical Factors 0.08 0.06 0.26 0.04 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :Yarrow Drive and Palomar Airport Road Time : to North Approach Yarrow Drive Date : Day : Tuesday 183 Total Name : Roxanne, Lucia 122 61 Subtotals 0 Sub - 54 12 56 Sub - Totals totals totals Totals W E e 1232 a s 2821 2 25 31 s t 1589 1521 1041 1148 t 43 76 11 3031 A North A p 1883 p p p r r 135 7 295 Palomar Airport Road 0 Subtotals 120 437 Total 557 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/26/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 28 Intersection Location: Palomar Airport Road & Loker Avenue West/Innovation Way Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Loker Avenue West/Innovation WayFile : 2011 Int #28E/W Street : Palomar Airport RoadData Collected by : Lizzy, AngelCount Date :Day :Traffic Control :Signalized07/27/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 8011000111011074513127611040316:30 AM 20410100801309970503079045606:45 AM 405404011702401381215035912058517:00 AM 1053030415051017415012045022075507:15 AM 10102270313037017510111044625074037:30 AM 2015103043103401832109042429075607:45 AM* 30122060518043124722010056035096408:00 AM* 0013207042507603113701905914001125 08:15 AM* 1043070227062226325022043828088408:30 AM* 60121070324048027133115047525092018:45 AM 7091070338262024919114044924088239:00 AM 4010707052905902711601304213028722Max. 15 min. 8 0 15727053827623113712215914021125 3Pk. Hr. Vol. 10 0 41 8 0 27 0 14 94 0 229 3 1092 117 1 66 0 2064 128 0 3893 17:30 AMPeakIntersection Traffic in Pk. Hr. = 3893 Peak Hr. Factor0.878:30 AMHourIntersection Pdstrns in Pk. Hr. = 13:45 PM 3 0 5 10 0 27 0 5 85 0 34 0 461 28 0 9 0 272 19 0 958 04:00 PM 150250190115302414123605127311086804:15 PM 80360200108103004301809227115090304:30 PM 11 0 1 11 0 25 0 6 51 0 31 0 478 27 0 10 0 294 12 0 957 04:45 PM 5 0 9 15 0 25 0 11 78 0 30 0 502 24 0 7 0 323 12 1 1041 15:00 PM* 5 0 7 15 0 23 0 10 65 0 27 0 575 34 0 12 2 273 13 0 1061 05:15 PM* 13 0 8 17 0 36 0 9 87 0 24 0 513 37 0 6 0 280 13 0 1043 05:30 PM* 13 0 6 13 0 25 0 10 60 0 23 2 595 34 2 7 0 307 17 0 1112 25:45 PM* 15 0 4 15 0 23 0 14 78 0 21 0 596 31 0 6 1 302 7 0 1113 06:00 PM 10 0 5 17 3 23 0 11 54 1 16 2 490 29 2 6 0 256 7 2 926 86:15 PM 4 0 3 10 0 26 0 9 53 0 19 0 472 18 0 9 1 235 6 0 865 06:30 PM 110250100834010038727150227207281Max. 15 min. 15 0 9 17 3 36 0 14 87 1 34 2 596 37 2 12 2 323 19 2 1113 8Pk. Hr. Vol. 46 0 25 60 0 107 0 43 290 0 95 2 2279 136 2 31 3 1162 50 0 4329 24:45 PMPeakIntersection Traffic in Pk. Hr. = 4329 Peak Hr. Factor0.975:45 PMHourIntersection Pdstrns in Pk. Hr. = 2Wednesday Loker Avenue West/Innovation Way at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1 1 1 1 4111 51 6 Outside 7 Free-flow Lane Settings 111111131130 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 10 41 8 27 14 94 232 1092 117 66 2064 128 Adjusted Hourly Volume 10 41 8 27 14 94 232 1092 117 66 2192 0 Utilization Factor 0.01 0.02 0.00 0.02 0.01 0.05 0.13 0.18 0.07 0.04 0.37 0.00 Critical Factors 0.01 0.05 0.13 0.37 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :Loker Avenue West/Innovation Way and Palomar Airport Road Time : to North Approach Loker Avenue West/Innovation Way Date : Day : Wednesday 533 Total Name : Lizzy, Angel 135 398 Subtotals 0 Sub -94 14 27 Sub - Totals totals totals Totals W E e 2171 a s 3612 3 232 128 s t 1441 1092 2064 2258 t 117 66 0 3385 A North A p 1127 p p p r r 10 41 8 Palomar Airport Road 0 Subtotals 197 59 Total 256 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/11 8:30 AM 7:30 AM Loker Avenue West/Innovation Way at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 11 5 1 6 Outside 7 Free-flow Lane Settings 111111131130 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 46 25 60 107 43 290 97 2279 136 34 1162 50 Adjusted Hourly Volume 46 25 60 107 43 290 97 2279 136 34 1212 0 Utilization Factor 0.03 0.01 0.03 0.06 0.02 0.16 0.05 0.38 0.08 0.02 0.20 0.00 Critical Factors 0.03 0.16 0.38 0.02 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Loker Avenue West/Innovation Way and Palomar Airport Road Time : to North Approach Loker Avenue West/Innovation Way Date : Day : Wednesday 610 Total Name : Lizzy, Angel 440 170 Subtotals 0 Sub -290 43 107 Sub - Totals totals totals Totals W E e 1500 a s 4012 2 97 50 s t 2512 2279 1162 1246 t 136 34 3 3695 A North A p 2449 p p p r r 46 25 60 Palomar Airport Road 0 Subtotals 210 131 Total 341 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 29 Intersection Location: Palomar Airport Road & El Fuerte Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) AM P kH ICUA l i d P 2A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Fuerte StreetFile : 2011 Int #29E/W Street : Palomar Airport RoadData Collected by : Mary Rose, RheaCount Date :Day :Traffic Control :Signalized07/27/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 903505001040686014028519041906:30 AM 9028010200100838013033215048306:45 AM 11071206041216011211023236426059527:00 AM 11014907065011014513228346939076027:15 AM 110121104032010016323029346939077907:30 AM 2101490306101811729027544039076507:45 AM* 200131606041016021513030558346096808:00 AM* 21 0 20 20 0 6 0 10 5 0 25 1 282 22 0 45 10 624 37 0 1128 08:15 AM* 25 0 28 26 0 10 0 10 4 0 32 0 230 14 1 48 4 459 28 1 918 28:30 AM* 320262203084031124824135647921094018:45 AM 11 0 26 19 0 6 0 10 2 0 14 0 218 20 2 48 11 474 31 0 890 29:00 AM 31 0 17 35 2 7 0 10 1 0 12 1 244 25 0 24 5 481 22 0 915 2Max. 15 min. 32 0 28 35 2 10 0 10 5 2 32 1 282 25 2 48 11 624 46 1 1128 2Pk. Hr. Vol. 98 0 87 84 0 25 0 32 14 0 104 2 975 73 2 158 25 2145 132 1 3954 37:30 AMPeakIntersection Traffic in Pk. Hr. = 3954 Peak Hr. Factor0.888:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 34013530520660504373904327307311025 14:00 PM 37 0 8 56 2 40 0 15 8 0 10 0 377 39 0 55 14 245 3 0 907 24:15 PM 36 0 19 46 0 69 0 17 10 0 5 3 434 40 0 32 11 310 11 0 1043 04:30 PM 35 0 12 37 0 35 0 19 10 0 6 0 451 45 0 37 8 279 1 0 975 04:45 PM 35 0 11 50 1 49 0 17 10 0 5 1 490 49 0 46 14 305 1 1 1083 25:00 PM* 30 0 6 53 0 24 0 16 12 0 4 1 564 54 0 61 7 268 6 0 1106 05:15 PM* 37 0 8 58 0 66 0 38 20 0 2 0 569 44 0 49 13 270 2 0 1176 05:30 PM* 51 0 10 52 0 46 0 28 11 0 3 0 539 42 0 38 9 282 5 1 1116 15:45 PM* 28015550440214120548520545283101112 16:00 PM 29065202201550124684004662498094906:15 PM 31095811601260314423603992242188826:30 PM 2506440200212030354420524204107780Max. 15 min. 51 0 19 58 2 69 0 38 20 1 10 3 569 54 0 61 27 310 11 1 1176 2Pk. Hr. Vol. 146 0 39 218 0 180 0 103 47 1 11 1 2220 192 0 202 34 1103 14 1 4510 24:45 PMPeakIntersection Traffic in Pk. Hr. = 4510 Peak Hr. Factor0.965:45 PMHourIntersection Pdstrns in Pk. Hr. = 2Wednesday El Fuerte Street at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1111 411111 1 5111 61 Outside 7 Free-flow Lane Settings 220220231230 Capacity 3600 4000 0 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 98 87 84 25 32 14 106 975 73 183 2145 132 Adjusted Hourly Volume 98 171 0 25 46 0 106 975 73 183 2277 0 Utilization Factor 0.03 0.04 0.00 0.01 0.01 0.00 0.03 0.16 0.04 0.05 0.38 0.00 Critical Factors 0.04 0.01 0.03 0.38 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :El Fuerte Street and Palomar Airport Road Time : to North Approach El Fuerte Street Date : Day : Wednesday 394 Total Name : Mary Rose, Rhea 71 323 Subtotals 0 Sub -14 32 25 Sub - Totals totals totals Totals W E e 2259 a s 3413 2 106 132 s t 1154 975 2145 2460 t 73 183 25 3569 A North A p 1109 p p p r r 98 87 84 Palomar Airport Road 0 Subtotals 263 269 Total 532 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/11 8:30 AM 7:30 AM El Fuerte Street at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 11 11 1 1 5 1 11 6 1 Outside 7 Free-flow Lane Settings 220220231230 Capacity 3600 4000 0 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 146 39 218 180 103 47 12 2220 192 236 1103 14 Adjusted Hourly Volume 146 257 0 180 150 0 12 2220 192 236 1117 0 Utilization Factor 0.04 0.06 0.00 0.05 0.04 0.00 0.00 0.37 0.11 0.07 0.19 0.00 Critical Factors 0.06 0.05 0.37 0.07 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of :El Fuerte Street and Palomar Airport Road Time : to North Approach El Fuerte Street Date : Day : Wednesday 394 Total Name : Mary Rose, Rhea 330 64 Subtotals 0 Sub -47 103 180 Sub - Totals totals totals Totals W E e 1297 a s 3721 1 12 14 s t 2424 2220 1103 1353 t 192 236 34 4005 A North A p 2652 p p p r r 146 39 218 Palomar Airport Road 0 Subtotals 497 403 Total 900 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 30 Intersection Location: Palomar Airport Road and Melrose Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Melrose DriveFile : 2011 Int #30E/W Street : Palomar Airport RoadData Collected by : David, SalvadorCount Date :Day :Traffic Control :Signalized07/27/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 2902270302988028041100902043047306:30 AM 30027806039122226056701002299056926:45 AM 43 0 41 9 0 12 0 93 137 0 44 0 54 15 0 7 0 267 12 0 734 07:00 AM 69 0 48 16 0 10 0 82 152 0 69 0 101 26 0 16 0 395 20 0 1004 07:15 AM 49 0 66 15 2 5 0 104 162 2 66 0 103 24 0 12 0 316 17 0 939 47:30 AM 76 0 88 16 1 5 0 92 158 0 62 0 106 26 0 20 0 309 11 0 969 17:45 AM* 88 0 97 18 0 6 0 119 166 0 77 0 139 29 0 9 0 444 30 0 1222 08:00 AM* 99 1 139 30 0 17 0 152 189 0 129 0 152 32 0 12 0 428 30 0 1410 08:15 AM* 104 0 105 29 0 10 0 106 161 0 129 0 154 35 0 15 0 304 20 0 1172 08:30 AM* 88 0 114 23 0 14 0 132 155 0 87 0 167 32 0 8 0 292 20 0 1132 08:45 AM 103 0 78 27 0 10 0 112 154 0 89 0 172 22 0 16 0 318 20 0 1121 09:00 AM 72 0 99 31 0 22 0 120 147 0 101 0 187 34 0 21 0 334 16 1 1184 1Max. 15 min. 104 1 139 31 2 22 0 152 189 2 129 0 187 35 0 21 0 444 30 1 1410 4Pk. Hr. Vol. 379 1 455 100 0 47 0 509 671 0 422 0 612 128 0 44 0 1468 100 0 4936 07:30 AMPeakIntersection Traffic in Pk. Hr. = 4936 Peak Hr. Factor0.888:30 AMHourIntersection Pdstrns in Pk. Hr. = 03:45 PM 43 0 126 20 0 33 0 65 117 0 112 1 338 47 0 24 0 172 14 0 1112 04:00 PM 32 0 76 14 1 24 0 63 85 0 160 0 354 58 0 21 0 187 18 0 1092 14:15 PM 51 0 136 27 0 39 0 79 122 0 124 0 361 46 0 31 0 172 21 0 1209 04:30 PM 31 0 92 28 1 17 0 59 97 1 157 2 392 43 0 29 0 207 14 0 1168 24:45 PM 52 0 124 24 0 31 0 117 127 0 110 0 395 65 0 40 0 161 10 1 1256 15:00 PM* 35 0 93 30 0 24 0 100 102 0 180 0 484 60 0 32 0 160 13 0 1313 05:15 PM* 49 0 122 13 0 31 0 132 120 1 188 1 506 79 1 51 0 184 13 0 1489 25:30 PM* 48 0 102 18 3 51 0 142 97 1 184 0 401 106 2 44 0 174 12 0 1379 65:45 PM* 46 0 99 20 1 30 0 77 100 0 197 1 432 111 2 38 0 163 16 0 1330 36:00 PM 50 0 98 26 0 38 0 118 95 0 103 0 386 86 0 33 0 154 19 0 1206 06:15 PM 39 0 102 11 0 32 0 75 81 0 171 0 372 74 0 41 1 157 14 0 1170 06:30 PM 37 1 82 22 0 34 0 98 103 0 105 0 275 72 0 26 0 141 20 0 1016 0Max. 15 min. 52 1 136 30 3 51 0 142 127 1 197 2 506 111 2 51 1 207 21 1 1489 6Pk. Hr. Vol. 178 0 416 81 4 136 0 451 419 2 749 2 1823 356 5 165 0 681 54 0 5511 114:45 PMPeakIntersection Traffic in Pk. Hr. = 5511 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 11Wednesday Melrose Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1111 41111 51111 61 111 Outside 7 1 Free-flow Lane Settings 241231231231 Capacity 3600 8000 1800 3600 6000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 380 455 100 47 509 671 422 612 128 44 1468 100 Adjusted Hourly Volume 380 455 100 47 509 249 422 612 128 44 1468 100 Utilization Factor 0.11 0.06 0.06 0.01 0.08 0.14 0.12 0.10 0.07 0.01 0.24 0.06 Critical Factors 0.11 0.14 0.12 0.24 ICU Ratio = 0.71 LOS = C Turning Movements at Intersection of :Melrose Drive and Palomar Airport Road Time : to North Approach Melrose Drive Date : Day : Wednesday 2204 Total Name : David, Salvador 1227 977 Subtotals 0 Sub -671 509 47 Sub - Totals totals totals Totals W E e 2518 a s 3680 0 422 100 s t 1162 612 1468 1612 t 128 44 0 2371 A North A p 759 p p p r r 380 455 100 Palomar Airport Road 1 Subtotals 682 935 Total 1617 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/11 8:30 AM 7:30 AM Melrose Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 Outside 7 1 Free-flow Lane Settings 241231231231 Capacity 3600 8000 1800 3600 6000 1800 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 178 416 81 136 451 419 751 1823 356 165 681 54 Adjusted Hourly Volume 178 416 81 136 451 44 751 1823 356 165 681 54 Utilization Factor 0.05 0.05 0.05 0.04 0.08 0.02 0.21 0.30 0.20 0.05 0.11 0.03 Critical Factors 0.05 0.08 0.30 0.05 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :Melrose Drive and Palomar Airport Road Time : to North Approach Melrose Drive Date : Day : Wednesday 2225 Total Name : David, Salvador 1006 1219 Subtotals 0 Sub -419 451 136 Sub - Totals totals totals Totals W E e 1280 a s 4210 2 751 54 s t 2930 1823 681 900 t 356 165 0 2940 A North A p 2040 p p p r r 178 416 81 Palomar Airport Road 0 Subtotals 972 675 Total 1647 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 31 Intersection Location: Palomar Airport Road and Paseo Valindo/Eagle Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Paseo Valindo/Eagle DriveFile : 2011 Int #31E/W Street : Palomar Airport RoadData Collected by : Miles, Ian/FernandoCount Date : Day :Traffic Control :Signalized07/27/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0011210000303912202110025946:30 AM 3006010000505620002354031206:45 AM 0008000000007810202778037407:00 AM 4011100000030103012038213051917:15 AM 30190001005011011203155045217:30 AM 00317010120120112007137311054007:45 AM* 00116000121171137107141811061318:00 AM* 10326010030161174112048912072918:15 AM* 30016010000210146106032910053308:30 AM* 2012200000114019611802949054728:45 AM 6011401000081173026036119059029:00 AM 2021000004016021102513651106272Max. 15 min. 6 0 3 2621014121121122814891907294Pk. Hr. Vol. 6 0 5 80020152682653422311530 42 0 2422 47:30 AMPeakIntersection Traffic in Pk. Hr. = 2422 Peak Hr. Factor0.838:30 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 000121602130923821101102122166224:00 PM 5002004019431305602201953057444:15 PM 00117060615011422401212000068604:30 PM 00016020113054400601012222168214:45 PM* 000160501141204211011502092069525:00 PM* 00020030111080462701601861071505:15 PM* 1 0 0 14 0 12 0 5 23 0 7 1 465 14 0 9 0 206 1 0 758 05:30 PM* 200160703190005441111302182083515:45 PM 00211080217031401801402073067706:00 PM 20212000280513791101601793062006:15 PM 10215020180323061101602021057006:30 PM 1011704019010325160330183405950Max. 15 min. 5 0 2 20 1 12 0 6 23 4 9 4 544 16 1 33 1 222 4 1 835 4Pk. Hr. Vol. 3 0 0 66 0 27 0 10 67 1 17 1 1892 42 2 53 0 819 6 0 3003 34:30 PMPeakIntersection Traffic in Pk. Hr. = 3003 Peak Hr. Factor0.905:30 PMHourIntersection Pdstrns in Pk. Hr. = 3Wednesday Paseo Valindo/Eagle Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4111 5 1 6 1 Outside 7 Free-flow Lane Settings 110110130131 Capacity 1800 2000 0 1800 2000 0 1800 6000 0 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 6 5 80 2 1 5 70 653 4 24 1530 42 Adjusted Hourly Volume 6 85 0260706570241530 42 Utilization Factor 0.00 0.04 0.00 0.00 0.00 0.00 0.04 0.11 0.00 0.01 0.26 0.02 Critical Factors 0.04 0.00 0.04 0.26 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :Paseo Valindo/Eagle Drive and Palomar Airport Road Time : to North Approach Paseo Valindo/Eagle Drive Date : Day : Wednesday 123 Total Name : Miles, Ian/Fernando 8 115 Subtotals 0 Sub -5 1 2 Sub - Totals totals totals Totals W E e 1543 a s 2270 2 70 42 s t 727 653 1530 1596 t 42412332 A North A p 736 p p p r r 6580 Palomar Airport Road 0 Subtotals 28 91 Total 119 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 0 07/27/11 8:30 AM 7:30 AM Paseo Valindo/Eagle Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 11 1 5 1 6 1 Outside 7 Free-flow Lane Settings 110110130131 Capacity 1800 2000 0 1800 2000 0 1800 6000 0 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 3 0 66 27 10 67 18 1892 42 53 819 6 Adjusted Hourly Volume 3 66 0 27 77 0 18 1934 0 53 819 6 Utilization Factor 0.00 0.03 0.00 0.02 0.04 0.00 0.01 0.32 0.00 0.03 0.14 0.00 Critical Factors 0.03 0.02 0.32 0.03 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :Paseo Valindo/Eagle Drive and Palomar Airport Road Time : to North Approach Paseo Valindo/Eagle Drive Date : Day : Wednesday 127 Total Name : Miles, Ian/Fernando 104 23 Subtotals 0 Sub -67 10 27 Sub - Totals totals totals Totals W E e 890 a s 2842 1 18 6 s t 1952 1892 819 878 t 42 53 0 2863 A North A p 1985 p p p r r 3066 Palomar Airport Road 0 Subtotals 105 69 Total 174 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/27/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 32 Intersection Location: Carlsbad Boulevard & Carlsbad Village Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) AM P kH ICUA l i d P 2A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2011 Int #32E/W Street : Carlsbad Village Drive Data Collected by : Lucia, Mary Rose, ZhelanCount Date :Day :Traffic Control :Signalized07/19/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 00125290344100412909409156:30 AM 002265604710004027095110786:45 AM 20271110715531200403130595137307:00 AM 102831613175323060521010121204147:15 AM 00242656060336062418013132177147:30 AM 01442251228827608612908215249187:45 AM 204919114298581081102509269259288:00 AM 4142271170109122073823023253274248:15 AM* 00532212113771830721526010154230398:30 AM* 01451815201734860161424011168236358:45 AM* 3 4 67 26 20 13 1 75 10 10 2 0 13 4 16 40 0 14 35 7 307 539:00 AM* 1 2 70 38 10 15 1 71 7 10 6 0 16 6 22 34 0 23 29 18 319 60Max. 15 min. 4 4 70 38 20 20 3 109 10 12 6 0 16 6 22 40 0 23 35 18 319 60Pk. Hr. Vol. 4 7 235 104 57 59 6 296 22 36 17 0 52 13 57 124 0 58 95 37 1092 1878:00 AMPeakIntersection Traffic in Pk. Hr. = 1092 Peak Hr. Factor0.869:00 AMHourIntersection Pdstrns in Pk. Hr. = 1873:45 PM 7 5 138 47 9 27 1 93 11 25 7 0 24 2 53 54 0 27 42 22 485 1094:00 PM 14 0 122 52 9 32 0 125 4 28 9 0 23 7 41 41 0 25 26 15 480 934:15 PM 931107010392125632021542460253521498764:30 PM 10 1 124 57 13 34 1 143 10 17 5 0 34 6 44 47 0 23 20 19 515 934:45 PM 8 3 122 38 11 43 4 138 8 18 6 0 33 5 23 45 0 20 24 17 497 695:00 PM 8 0 132 69 13 32 1 96 8 21 6 0 18 12 44 52 0 33 29 38 496 1165:15 PM* 10 3 133 69 19 46 1 144 7 16 7 0 17 7 32 50 0 23 26 12 543 795:30 PM* 8 1 173 66 29 34 3 113 9 21 7 0 28 13 42 42 0 20 23 34 540 1265:45 PM* 8 3 170 63 14 36 1 146 14 23 5 0 25 7 44 51 0 26 23 22 578 1036:00 PM* 15 1 153 68 12 23 2 95 7 26 9 0 32 11 33 76 0 43 42 19 577 906:15 PM 17 1 137 52 30 24 1 96 6 14 7 0 26 13 38 47 0 24 28 15 479 976:30 PM 12 4 152 44 9 26 0 99 19 47 6 0 18 11 42 54 0 41 23 40 509 138Max. 15 min. 17 5 173 70 30 46 4 146 19 47 9 0 34 13 53 76 0 43 42 40 578 138Pk. Hr. Vol. 41 8 629 266 74 139 7 498 37 86 28 0 102 38 151 219 0 112 114 87 2238 3985:00 PMPeakIntersection Traffic in Pk. Hr. = 2238 Peak Hr. Factor0.976:00 PMHourIntersection Pdstrns in Pk. Hr. = 398Tuesday Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111 urations 3 1 1 1111 411 11 1 5 6 Outside 7 Free-flow Lane Settings 120120110201 Capacity 1800 4000 0 1800 4000 0 1800 2000 0 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 11 235 104 65 296 22 17 52 13 124 58 95 Adjusted Hourly Volume 11 339 0 65 318 0 17 65 0 182 0 95 Utilization Factor 0.01 0.08 0.00 0.04 0.08 0.00 0.01 0.03 0.00 0.05 0.00 0.05 Critical Factors 0.08 0.04 0.03 0.05 ICU Ratio = 0.30 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 736 Total Name : Lucia, Mary Rose, Zhelan 383 353 Subtotals 6 Sub -22 296 65 Sub - Totals totals totals Totals W E e84 a s 166 0 17 95 s t 82 52 58 277 t 13 124 0 492 A North A p 215 p p p r r 11 235 104 Carlsbad Village Drive 7 Subtotals 440 350 Total 790 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/11 9:00 AM 8:00 AM Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1111 4 11 11 1 5 6 Outside 7 Free-flow Lane Settings 120120110201 Capacity 1800 4000 0 1800 4000 0 1800 2000 0 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 49 629 266 146 498 37 28 102 38 219 112 114 Adjusted Hourly Volume 49 895 0 146 535 0 28 140 0 331 0 114 Utilization Factor 0.03 0.22 0.00 0.08 0.13 0.00 0.02 0.07 0.00 0.10 0.00 0.06 Critical Factors 0.22 0.08 0.07 0.10 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1459 Total Name : Lucia, Mary Rose, Zhelan 681 778 Subtotals 7 Sub -37 498 146 Sub - Totals totals totals Totals W E e 190 a s 358 0 28 114 s t 168 102 112 445 t 38 219 0 952 A North A p 507 p p p r r 49 629 266 Carlsbad Village Drive 8 Subtotals 763 944 Total 1707 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 33 Intersection Location: Carlsbad Boulevard & Tamarack Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) AM P kH ICUA l i d P 2A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2011 Int #33E/W Street : Tamarack AvenueData Collected by : Joe, LizzyCount Date :Day :Traffic Control :Signalized07/19/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1011303044141000080111684106:30 AM 102521205222200120150358110316:45 AM 00315250701530000240377149147:00 AM 426751707920300003417611217127:15 AM 113112160831320000330212518497:30 AM 3127947011233201504604137233147:45 AM 7136134501213850340520759262218:00 AM 244716511012816102304602117274188:15 AM* 40481314010943403404507166261108:30 AM* 31512421108549302303606174246158:45 AM* 517119410083532024046042612278199:00 AM* 30821359010756606201905231528026Max. 15 min. 7 4 82 24 5 11 0 128 5 22606505217261528031Pk. Hr. Vol. 15 2 252 69 12 34 0 384 18 21 15 0 13 13 0 146 0 22 82 37 1065 708:00 AMPeakIntersection Traffic in Pk. Hr. = 1065 Peak Hr. Factor0.959:00 AMHourIntersection Pdstrns in Pk. Hr. = 703:45 PM 1551622862101223040515025032523433294:00 PM 1151433361401427390711026051614429234:15 PM 1001373732701416712037044061915449254:30 PM 91154519210133889064036051915456324:45 PM 12 3 142 45 6 35 0 119 18 4 12 0 7 10 0 34 0 8 26 17 471 275:00 PM 1031814252001105280107036021734451415:15 PM* 12 2 220 44 4 39 0 128 3 2 15 0 7 13 0 38 0 6 20 31 547 375:30 PM* 46244506230128667077041072328553405:45 PM* 13111944053001011205059043042734494396:00 PM* 9 4 163 63 2 11 0 143 10 6 13 0 10 13 0 38 0 5 15 26 497 346:15 PM 1961633841301079070107039033622457266:30 PM 8 10 183 44 6 31 0 99 18 4 11 0 11 14 0 33 1 2 28 18 493 28Max. 15 min. 19 11 244 63 9 39 0 143 18 8 15 0 11 15 0 44 1 8 36 34 553 41Pk. Hr. Vol. 38 23 821 197 17 103 0 500 31 14 40 0 29 42 0 160 0 22 85 119 2091 1505:00 PMPeakIntersection Traffic in Pk. Hr. = 2091 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 150Tuesday Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 1 411 1 51 6 Outside 7 Free-flow Lane Settings 120121011110 Capacity 1800 4000 0 1800 4000 1800 0 2000 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 17 252 69 34 384 18 15 13 13 146 22 82 Adjusted Hourly Volume 17 321 0 34 384 18 0 28 15 145 104 0 Utilization Factor 0.01 0.08 0.00 0.02 0.10 0.01 0.00 0.01 0.01 0.08 0.05 0.00 Critical Factors 0.01 0.10 0.01 0.08 ICU Ratio = 0.30 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 785 Total Name : Joe, Lizzy 436 349 Subtotals 0 Sub -18 384 34 Sub - Totals totals totals Totals W E e55 a s96 0 15 82 s t 41 13 22 250 t 13 146 0 366 A North A p 116 p p p r r 17 252 69 Tamarack Avenue 2 Subtotals 545 338 Total 883 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/11 9:00 AM 8:00 AM Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 1 4 11 1 5 1 6 Outside 7 Free-flow Lane Settings 120121011110 Capacity 1800 4000 0 1800 4000 1800 0 2000 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 61 821 197 103 500 31 40 29 42 160 22 85 Adjusted Hourly Volume 61 1018 0 103 500 31 0 69 42 160 107 0 Utilization Factor 0.03 0.25 0.00 0.06 0.13 0.02 0.00 0.03 0.02 0.09 0.05 0.00 Critical Factors 0.25 0.06 0.03 0.09 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1580 Total Name : Joe, Lizzy 634 946 Subtotals 0 Sub -31 500 103 Sub - Totals totals totals Totals W E e91 a s 202 0 40 85 s t 111 29 22 267 t 42 160 0 596 A North A p 329 p p p r r 61 821 197 Tamarack Avenue 23 Subtotals 725 1079 Total 1804 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 34 Intersection Location: Carlsbad Boulevard & Cannon Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2011 Int #34E/W Street : Cannon RoadData Collected by : Mary Rose, RheaCount Date :Day :Traffic Control :Signalized07/21/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0018416040070000190011388126:30 AM 001912016041050000021013110466:45 AM 003840130630700000140011214397:00 AM 007210019074012000002000164211167:15 AM 002471210920500000190010317397:30 AM 003392340114050000039008023777:45 AM 0039130480141016000017510157332248:00 AM* 0046161650231017000013700142409218:15 AM* 0057110450206014000033800212378198:30 AM* 0042260470205018000022300221365218:45 AM* 0059110340157027000034800252334329:00 AM 004714142013401600001610020131819Max. 15 min. 0 0 72 26 2 65 0 231 0 2700003751025740932Pk. Hr. Vol. 0 0 204 64 1 191 0 799 0 7600009146008271486 937:45 AMPeakIntersection Traffic in Pk. Hr. = 1486 Peak Hr. Factor0.918:45 AMHourIntersection Pdstrns in Pk. Hr. = 933:45 PM 00146160390137013000012500552418164:00 PM 0016222143014109000012400662458134:15 PM 00136160360143010000024310633438154:30 PM 00173180370152022000052300761479284:45 PM 00194191290144011000011900796484195:00 PM 001803833801190130000224006115460335:15 PM* 00193202380153031000022500935522405:30 PM* 002272302701410140000328001085554225:45 PM* 002352303001340160000715008612523356:00 PM* 001883003301430140000031109010516246:15 PM 0019523029089027000001610785431326:30 PM 001761512909302400001170054238428Max. 15 min. 0 0 235 38 3 43 0 153 0 310000743101081555440Pk. Hr. Vol. 0 0 843 96 2 128 0 571 0 750000129910377322115 1215:00 PMPeakIntersection Traffic in Pk. Hr. = 2115 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 121Thursday Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 011110000101 Capacity 0 2000 1800 1800 2000 00001800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 204 64 191 799 0000146082 Adjusted Hourly Volume 0 204 64 191 799 0000146082 Utilization Factor 0.00 0.10 0.04 0.11 0.40 0.00 0.00 0.00 0.00 0.08 0.00 0.05 Critical Factors 0.00 0.40 0.00 0.00 0.08 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 1276 Total Name : Mary Rose, Rhea 990 286 Subtotals 0 Sub -0 799 191 Sub - Totals totals totals Totals W E e0 a s0 0 082s t 0 0 0 228 t 0 146 0 483 A North A p 255 p p p r r 0 204 64 Cannon Road 0 Subtotals 945 268 Total 1213 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 8:45 AM 7:45 AM Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 011110000101 Capacity 0 2000 1800 1800 2000 00001800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 843 96 128 571 00001000377 Adjusted Hourly Volume 0 843 96 128 571 00001000377 Utilization Factor 0.00 0.42 0.05 0.07 0.29 0.00 0.00 0.00 0.00 0.06 0.00 0.21 Critical Factors 0.42 0.07 0.00 0.21 ICU Ratio = 0.80 LOS = C Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 1919 Total Name : Mary Rose, Rhea 699 1220 Subtotals 0 Sub -0 571 128 Sub - Totals totals totals Totals W E e0 a s0 0 0 377 s t 0 0 0 477 t 0 100 1 702 A North A p 225 p p p r r 0 843 96 Cannon Road 0 Subtotals 670 939 Total 1609 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 35 Intersection Location: Carlsbad Boulevard & Poinsettia Lane Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2011 Int #35E/W Street : Poinsettia Lane Data Collected by : Salvador, DavidCount Date :Day :Traffic Control :Signalized08/11/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0121248016121011813005170156:30 AM 012560302813202021410518866:45 AM 01455270453110224362010015977:00 AM 012760110634110113273012015747:15 AM 00267370663100905290013016097:30 AM 002991140823040517394116020787:45 AM 004114117010827005285340160262168:00 AM 0045182160934000834555025027268:15 AM* 025615015182124008085531330283128:30 AM* 00421921109633103174440111235138:45 AM* 025918320095813120126530360312169:00 AM* 124328227068421023372402302787Max. 15 min. 1 2 59 28 4 27 1 108 127419312725136131216Pk. Hr. Vol. 1 6 200 80 7 73 1 341 27 10 5 1 15 4 30 236 14 1 103 1 1108 488:00 AMPeakIntersection Traffic in Pk. Hr. = 1108 Peak Hr. Factor0.899:00 AMHourIntersection Pdstrns in Pk. Hr. = 483:45 PM 0210230135023210000625645031051964:00 PM 0310128037125613220105633031153984:15 PM 031083503812366140516522032052374:30 PM 011153396003181103061318440280664404:45 PM* 0213234145003441101063229220270704365:00 PM* 01166303390312161208169050290699105:15 PM* 01141305390325941092126150350658215:30 PM* 01145347491318182202366310340671155:45 PM 131393644502551122044107371420623166:00 PM 029930060027716060443532134058836:15 PM 071042973502021102063134040410484206:30 PM 10137367341151160406318405140047525Max. 15 min. 1 7 166 36 14 60 1 344 184609431927142170440Pk. Hr. Vol. 0 5 584 128 29 177 1 1299 54 7 6 0 25 9 46 306 13 0 125 0 2732 824:30 PMPeakIntersection Traffic in Pk. Hr. = 2732 Peak Hr. Factor0.975:30 PMHourIntersection Pdstrns in Pk. Hr. = 82Thursday Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 41 1 51 6 Outside 7 Free-flow 1 Lane Settings 121220111201 Capacity 1800 4000 1800 3600 4000 0 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 7 200 80 74 341 27 6 15 4 250 1 103 Adjusted Hourly Volume 7 200 80 74 341 0 6 15 4 250 1 103 Utilization Factor 0.00 0.05 0.04 0.02 0.09 0.00 0.00 0.01 0.00 0.07 0.00 0.06 Critical Factors 0.00 0.09 0.01 0.07 ICU Ratio = 0.27 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 751 Total Name : Salvador, David 442 309 Subtotals 1 Sub -27 341 74 Sub - Totals totals totals Totals W E e30 a s55 1 6 103 s t 25 15 1 354 t 4 250 14 536 A North A p 182 p p p r r 7 200 80 Poinsettia Lane 6 Subtotals 587 287 Total 874 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/11/11 9:00 AM 8:00 AM Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 121220111201 Capacity 1800 4000 1800 3600 4000 0 1800 2000 1800 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 5 584 128 178 1299 54 6 25 9 319 0 125 Adjusted Hourly Volume 5 584 128 178 1299 0 6 25 9 319 0 125 Utilization Factor 0.00 0.15 0.07 0.05 0.32 0.00 0.00 0.01 0.01 0.09 0.00 0.07 Critical Factors 0.00 0.32 0.01 0.09 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 2247 Total Name : Salvador, David 1531 716 Subtotals 1 Sub -54 1299 178 Sub - Totals totals totals Totals W E e54 a s94 0 6 125 s t 40 25 0 444 t 9 319 13 787 A North A p 343 p p p r r 5 584 128 Poinsettia Lane 5 Subtotals 1619 717 Total 2336 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/11/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 36 Intersection Location: Carlsbad Boulevard & Avenida Encinas Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2011 Int #36E/W Street : Avenida EncinasData Collected by : Oscar, DanCount Date :Day :Traffic Control :Signalized08/11/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 00238020370100001017017836:30 AM 00262505039010000300161311276:45 AM 00482807069000000200113116637:00 AM 00292609080000000000171016207:15 AM 002922180108020000100383320877:30 AM 003510020114050000000163218077:45 AM 005116050165040000300270026478:00 AM 0054200501600700003003641279118:15 AM* 006325010144030000100304426788:30 AM* 0061390801350900003003561284138:45 AM* 007128030147040000100515030559:00 AM* 10765105015801000010064473599Max. 15 min. 1 0 76 51 1 9 0 165090000301646735913Pk. Hr. Vol. 1 0 271 143 0 17 0 584 0 17000060018019121215 358:00 AMPeakIntersection Traffic in Pk. Hr. = 1215 Peak Hr. Factor0.859:00 AMHourIntersection Pdstrns in Pk. Hr. = 353:45 PM 00127350502952700005004754516164:00 PM 0012542060266020000000658451264:15 PM 0013649060342070000200526059194:30 PM 0014344040378020000000627163834:45 PM* 001424804041001300002005770668155:00 PM* 0017841060416010000400652270875:15 PM* 00161480100425040000100346168465:30 PM* 001834721503780800008004180672185:45 PM 00165510803820600001004335652126:00 PM 1012541060325020000300531055256:15 PM 0014749060256020000200385250166:30 PM 0015749060195030000900374144813Max. 15 min. 1 0 183 51 2 15 0 425 2 130000900658570818Pk. Hr. Vol. 0 0 664 184 2 35 0 1629 0 26000015001972332732 464:30 PMPeakIntersection Traffic in Pk. Hr. = 2732 Peak Hr. Factor0.965:30 PMHourIntersection Pdstrns in Pk. Hr. = 46Thursday Carlsbad Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4 11 5 6 Outside 7 Free-flow Lane Settings 021120000020 Capacity 0 4000 1800 1800 4000 000004000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 1 271 143 17 584 0000018019 Adjusted Hourly Volume 0 272 143 17 584 000001990 Utilization Factor 0.00 0.07 0.08 0.01 0.15 0.00 0.00 0.00 0.00 0.00 0.05 0.00 Critical Factors 0.00 0.15 0.00 0.05 ICU Ratio = 0.30 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 891 Total Name : Oscar, Dan 601 290 Subtotals 0 Sub -0 584 17 Sub - Totals totals totals Totals W E e 181 a s 181 0 019s t 0 0 180 199 t 000359 A North A p 160 p p p r r 1 271 143 Avenida Encinas 0 Subtotals 584 415 Total 999 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/11/11 9:00 AM 8:00 AM Carlsbad Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4 11 5 6 Outside 7 Free-flow Lane Settings 021120000020 Capacity 0 4000 1800 1800 4000 000004000 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 0 664 184 35 1629 0000019723 Adjusted Hourly Volume 0 664 184 35 1629 000002200 Utilization Factor 0.00 0.17 0.10 0.02 0.41 0.00 0.00 0.00 0.00 0.00 0.06 0.00 Critical Factors 0.00 0.41 0.00 0.06 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Thursday 2351 Total Name : Oscar, Dan 1664 687 Subtotals 0 Sub -0 1629 35 Sub - Totals totals totals Totals W E e 197 a s 197 0 023s t 0 0 197 220 t 000439 A North A p 219 p p p r r 0 664 184 Avenida Encinas 0 Subtotals 1629 848 Total 2477 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/11/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 37 Intersection Location: Rancho Santa Fe Road & San Elijo Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Rancho Santa Fe RoadFile : 2011 Int #37E/W Street : San Elijo RoadData Collected by : Zhelan, IanCount Date :Day :Traffic Control :Signalized08/04/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0045201411141000010750012027316:30 AM 0058250901758110001119147240746:45 AM 1088480602358000010146429054807:00 AM 517340010124314100101160097156437:15 AM 2010559013123660103001631410060407:30 AM 00136611802915031010214156073217:45 AM* 1016368015027611102102441519079718:00 AM* 101766106131470204202010516079608:15 AM* 901576918325940200102122217074518:30 AM* 102098408032330501102272219088508:45 AM 0017774215024720201102312615077329:00 AM 001878821712805130302152022307615Max. 15 min. 9 1 209 88 2 17 3 323 14151422244492328855Pk. Hr. Vol. 12 0 705 282 1 37 4 1172 15 1 1007508845147103223 27:30 AMPeakIntersection Traffic in Pk. Hr. = 3223 Peak Hr. Factor0.918:30 AMHourIntersection Pdstrns in Pk. Hr. = 23:45 PM 1016910711832042020260674111059714:00 PM 2025816502012012181533992016078344:15 PM 0028115703802043030101904114179624:30 PM 213081920211233203013013821610093304:45 PM 0031117022222152020220901118183835:00 PM 10243161133021410303001011015077615:15 PM* 00266206133125132601111223126192055:30 PM* 10303216036126320301241172112096045:45 PM* 00257221038024911205111287123093326:00 PM* 102202050450209101033012253124087006:15 PM 002491990411196014002084337078916:30 PM 002581990330139421010196221307483Max. 15 min. 2 1 311 221 2 45 3 26342815641387312619605Pk. Hr. Vol. 2 0 1046 848 1 152 2 972 7 3 12 0 10 7 6 489 17 34 85 1 3683 115:00 PMPeakIntersection Traffic in Pk. Hr. = 3683 Peak Hr. Factor0.966:00 PMHourIntersection Pdstrns in Pk. Hr. = 11Thursday Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 41 1 1 511 61 Outside 7 Free-flow Lane Settings 131231110211 Capacity 1800 6000 1800 3600 6000 1800 1800 2000 0 3600 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 12 705 282 41 1172 15 10 7 5 889 14 71 Adjusted Hourly Volume 12 705 282 41 1172 15 10 12 0 889 14 71 Utilization Factor 0.01 0.12 0.16 0.01 0.20 0.01 0.01 0.01 0.00 0.25 0.01 0.04 Critical Factors 0.01 0.20 0.01 0.25 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day : Thursday 2018 Total Name : Zhelan, Ian 1228 790 Subtotals 4 Sub -15 1172 41 Sub - Totals totals totals Totals W E e41 a s63 0 10 71 s t 22 7 14 974 t 5 889 5 1305 A North A p 331 p p p r r 12 705 282 San Elijo Road 0 Subtotals 2061 999 Total 3060 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 8:30 AM 7:30 AM Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 urations 3 1 1 1 4 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 131231110211 Capacity 1800 6000 1800 3600 6000 1800 1800 2000 0 3600 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 2 1046 848 154 972 7 12 10 7 506 34 85 Adjusted Hourly Volume 2 1046 848 154 972 7 12 17 0 506 34 85 Utilization Factor 0.00 0.17 0.47 0.04 0.16 0.00 0.01 0.01 0.00 0.14 0.02 0.05 Critical Factors 0.47 0.04 0.01 0.14 ICU Ratio = 0.76 LOS = C Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day : Thursday 2278 Total Name : Zhelan, Ian 1133 1145 Subtotals 2 Sub -7 972 154 Sub - Totals totals totals Totals W E e43 a s72 0 12 85 s t 29 10 34 625 t 7 506 17 1652 A North A p 1027 p p p r r 2 1046 848 San Elijo Road 0 Subtotals 1468 1896 Total 3364 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 38 Intersection Location: Rancho Santa Fe Road & La Costa Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Rancho Santa Fe RoadFile : 2011 Int #38E/W Street : La Costa AvenueData Collected by : Roxanne, Mary RoseCount Date :Day :Traffic Control :Signalized08/04/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 30410040127380160210000104025506:30 AM 205220402483802301602076039106:45 AM 50870030304570260280101212051707:00 AM 60710080291600410716100199052817:15 AM 80107004034879245010182102512065747:30 AM 13 0 112 0 0 10 0 432 82 1 39 0 9 19 2 7 0 24 23 1 770 47:45 AM 6014000904185405208230101817074608:00 AM* 18 0 126 1 0 10 1 493 82 0 69 0 13 18 1 12 0 25 11 0 879 18:15 AM* 17 1 141 3 0 11 0 385 79 3 58 0 14 21 2 6 0 21 14 0 771 58:30 AM* 120171009044170167017280802516086418:45 AM* 21 2 167 0 0 18 0 417 72 1 46 0 14 32 0 12 0 11 16 0 828 19:00 AM 30 3 173 6 0 16 0 375 71 0 70 0 24 38 0 12 0 25 17 0 860 0Max. 15 min. 30 3 173 6 0 18 1 493 82 3 70 0 24 38 2 12 0 25 23 1 879 5Pk. Hr. Vol. 68 3 605 4 0 48 1 1736 303 5 240 0 58 99 3 38 0 82 57 0 3342 87:45 AMPeakIntersection Traffic in Pk. Hr. = 3342 Peak Hr. Factor0.958:45 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 42 4 345 8 0 22 1 234 39 0 50 0 21 29 0 8 0 16 13 0 832 04:00 PM 32 1 269 8 0 27 0 197 49 3 76 0 31 32 2 6 1 18 22 0 769 54:15 PM 46 4 370 8 0 30 0 235 47 0 65 0 21 17 0 7 0 16 16 0 882 04:30 PM 44 1 372 10 1 36 0 233 61 1 97 0 36 21 0 10 0 30 13 0 964 24:45 PM 35 4 352 5 0 42 0 216 54 0 77 0 39 22 0 9 0 22 16 0 893 05:00 PM 38 4 318 9 1 17 0 227 54 4 102 0 46 40 1 7 0 19 19 1 900 75:15 PM* 46 4 371 5 0 27 1 227 86 0 91 0 49 31 0 9 0 22 22 0 991 05:30 PM* 39 0 340 9 0 23 1 266 73 0 80 0 36 39 2 13 0 15 18 3 952 55:45 PM* 45 1 370 2 1 28 0 253 74 4 88 0 39 35 4 7 0 14 13 1 969 106:00 PM* 46 3 325 6 5 43 0 237 61 1 90 0 46 40 0 9 1 18 15 4 940 106:15 PM 54 2 388 11 0 22 0 209 63 4 91 0 42 25 7 8 0 25 28 0 968 116:30 PM 37 8 282 3 0 20 0 162 47 0 86 0 34 24 1 16 0 19 18 0 756 1Max. 15 min. 54 8 388 11 5 43 1 266 86 4 102 0 49 40 7 16 1 30 28 4 991 11Pk. Hr. Vol. 176 8 1406 22 6 121 2 983 294 5 349 0 170 145 6 38 1 69 68 8 3852 255:00 PMPeakIntersection Traffic in Pk. Hr. = 3852 Peak Hr. Factor0.976:00 PMHourIntersection Pdstrns in Pk. Hr. = 25Thursday Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 71 605 4 49 1736 303 240 58 99 38 82 57 Adjusted Hourly Volume 71 609 0 49 2039 0 240 157 0 38 139 0 Utilization Factor 0.02 0.10 0.00 0.01 0.34 0.00 0.13 0.04 0.00 0.02 0.03 0.00 Critical Factors 0.02 0.34 0.13 0.03 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day : Thursday 2991 Total Name : Roxanne, Mary Rose 2088 903 Subtotals 1 Sub -303 1736 49 Sub - Totals totals totals Totals W E e 453 a s 850 0 240 57 s t 397 58 82 177 t 99 38 0 287 A North A p 110 p p p r r 71 605 4 La Costa Avenue 3 Subtotals 1876 680 Total 2556 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 8:45 AM 7:45 AM Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 11 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 184 1406 22 123 983 294 349 170 145 39 69 68 Adjusted Hourly Volume 184 1428 0 123 1277 0 349 315 0 39 137 0 Utilization Factor 0.05 0.24 0.00 0.03 0.21 0.00 0.19 0.08 0.00 0.02 0.03 0.00 Critical Factors 0.24 0.03 0.19 0.03 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day : Thursday 3225 Total Name : Roxanne, Mary Rose 1400 1825 Subtotals 2 Sub -294 983 123 Sub - Totals totals totals Totals W E e 539 a s 1203 0 349 68 s t 664 170 69 176 t 145 39 1 490 A North A p 314 p p p r r 184 1406 22 La Costa Avenue 8 Subtotals 1174 1612 Total 2786 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 39 Intersection Location: Rancho Santa Fe Road & Olivenhain Road / Camino Alvaro Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Olivenhain Road/Camino AlvaroFile : 2011 Int #39E/W Street : Rancho Santa Fe RoadData Collected by : David, SalvadorCount Date :Day :Traffic Control :Signalized08/04/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 210180000020036502501430123936:30 AM 16001800013000481906302052037506:45 AM 15051602022001651708402700047907:00 AM 27051703013010722207902271045807:15 AM 550016010030008527110302722056417:30 AM 360026050230008834110704124071717:45 AM 6801480501510011041013303981081118:00 AM 7300430604300111148012404163083208:15 AM* 7601138050220109943013703116073108:30 AM* 62013501301040101485509103873081008:45 AM* 66012580503200012545012403692081109:00 AM* 910263350230211975601230327708793Max. 15 min. 91 0 12 63 3 13 0 1052211975611370416718793Pk. Hr. Vol. 295 0 26 194 3 28 0 17 11 0 4 1 569 199 0 475 0 1394 18 0 3231 38:00 AMPeakIntersection Traffic in Pk. Hr. = 3231 Peak Hr. Factor0.929:00 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 610295080120202528905602305080304:00 PM 7602123040120222649404302046082304:15 PM 76021340402300232810804502286093804:30 PM 74011091201000032310606122366092114:45 PM 69041190201302229011604802218188515:00 PM 64081168401103232110906302477094685:15 PM* 76079102011022320126050122211091205:30 PM* 74041070002103032213306202438095905:45 PM* 94028212023111336144050022512395456:00 PM* 6601123030140203429106102608096206:15 PM 7905106050120232829436111825082836:30 PM 620686010010203021050340183407860Max. 15 min. 94 0 8 1348802413334214436322601239628Pk. Hr. Vol. 310 0 14 403170691831320 494 0 223 1 950 39 3 3787 55:00 PMPeakIntersection Traffic in Pk. Hr. = 3787 Peak Hr. Factor0.986:00 PMHourIntersection Pdstrns in Pk. Hr. = 5Thursday Olivenhain Road/Camino Alvaro at Rancho Santa Fe Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1111 1 Config - (left) 2 1 1 1 1 urations 3 1 1 411 5 1 6 Outside 7 Free-flow 1 Lane Settings 210010121221 Capacity 3600 2000 0 0 2000 0 1800 4000 1800 3600 4000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 295 26 194 28 17 11 5 569 199 475 1394 18 Adjusted Hourly Volume 295 26 0 0 56 0 5 569 199 475 1394 18 Utilization Factor 0.08 0.01 0.00 0.00 0.03 0.00 0.00 0.14 0.11 0.13 0.35 0.01 Critical Factors 0.08 0.03 0.00 0.35 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :Olivenhain Road/Camino Alvaro and Rancho Santa Fe Road Time : to North Approach Olivenhain Road/Camino Alvaro Date : Day : Thursday 104 Total Name : David, Salvador 56 48 Subtotals 0 Sub -11 17 28 Sub - Totals totals totals Totals W E e 1701 a s 2474 1 518s t 773 569 1394 1887 t 199 475 0 2678 A North A p 791 p p p r r 295 26 194 Rancho Santa Fe Road 0 Subtotals 691 515 Total 1206 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 9:00 AM 8:00 AM Olivenhain Road/Camino Alvaro at Rancho Santa Fe Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1111 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 210010121221 Capacity 3600 2000 0 0 2000 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 310 14 403 7 6 9 11 1320 494 224 950 39 Adjusted Hourly Volume 310 14 0 0 22 0 11 1320 494 224 950 39 Utilization Factor 0.09 0.01 0.00 0.00 0.01 0.00 0.01 0.33 0.27 0.06 0.24 0.02 Critical Factors 0.09 0.01 0.33 0.06 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :Olivenhain Road/Camino Alvaro and Rancho Santa Fe Road Time : to North Approach Olivenhain Road/Camino Alvaro Date : Day : Thursday 83 Total Name : David, Salvador 22 61 Subtotals 0 Sub - 9 6 7 Sub - Totals totals totals Totals W E e 1272 a s 3097 3 11 39 s t 1825 1320 950 1213 t 494 224 1 2944 A North A p 1731 p p p r r 310 14 403 Rancho Santa Fe Road 0 Subtotals 723 727 Total 1450 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 40 Intersection Location: Carlsbad Village Drive & State Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : State StreetFile : 2011 Int #40E/W Street : Carlsbad Village DriveData Collected by : David, SalvadorCount Date :Day :Traffic Control :Signalized07/20/11Weather : CloudySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 10110104203016113022315826:30 AM 20320406110019011028407026:45 AM 205014043300262210361009367:00 AM 40201302150036120043509787:15 AM 13040150621104831005718115747:30 AM 9012180330204913505211214667:45 AM 408146031104043524055162150188:00 AM 10502120533405512408111018278:15 AM* 3061360842408006509594221158:30 AM* 304114041062040611207371156198:45 AM* 0002160682605835408193183119:00 AM* 8030413062720744141409311723032Max. 15 min. 1308241308101060806141409518723032Pk. Hr. Vol. 14 0 13 4 9 29 0 24 24 17 14 0 252 13 36 25 0 342 36 15 790 778:00 AMPeakIntersection Traffic in Pk. Hr. = 790 Peak Hr. Factor0.869:00 AMHourIntersection Pdstrns in Pk. Hr. = 773:45 PM 40736240111154110122717701142022341994:00 PM 6063152601164801306211101151823346634:15 PM 6 0 13 6 14 18 1 14 6 10 13 0 149 8 34 11 0 116 17 16 378 744:30 PM 4065132909714501131035150971835318974:45 PM 708782301911112011523890981819319765:00 PM* 12 0 23 5 5 39 0 18 7 27 11 0 136 10 22 8 0 97 18 21 384 755:15 PM* 13 0 9 8 12 22 0 18 7 8 14 0 135 13 33 8 0 129 17 4 393 575:30 PM* 100108172702167501264241301401810388585:45 PM* 0 0 0 13 8 34 0 22 3 10 8 0 116 17 31 4 0 129 14 14 360 636:00 PM 3 0 10 6 5 38 0 19 7 15 11 0 134 9 23 9 0 126 11 6 383 496:15 PM 15 0 10 6 11 30 0 12 9 20 6 0 133 6 16 6 0 112 18 20 363 676:30 PM 11 0 0 2 29 26 0 16 19 20 2 0 141 6 32 4 0 121 18 16 366 97Max. 15 min. 15 0 23 13 29 39 1 22 19 54 14 0 149 17 38 15 0 140 20 35 393 99Pk. Hr. Vol. 35 0 42 34 42 122 0 79 23 52 38 0 513 44 110 33 0 495 67 49 1525 2534:45 PMPeakIntersection Traffic in Pk. Hr. = 1525 Peak Hr. Factor0.975:45 PMHourIntersection Pdstrns in Pk. Hr. = 253Wednesday State Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111111 1 urations 3 1 1 41111 5 6 Outside 7 Free-flow Lane Settings 010010120120 Capacity 0 2000 0 0 2000 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 14 13 4 29 24 24 14 252 13 25 342 36 Adjusted Hourly Volume 0 31 0 0 77 0 14 265 0 25 378 0 Utilization Factor 0.00 0.02 0.00 0.00 0.04 0.00 0.01 0.07 0.00 0.01 0.09 0.00 Critical Factors 0.00 0.04 0.01 0.09 ICU Ratio = 0.24 LOS = A Turning Movements at Intersection of :State Street and Carlsbad Village Drive Time : to North Approach State Street Date : Day : Wednesday 140 Total Name : David, Salvador 77 63 Subtotals 0 Sub -24 24 29 Sub - Totals totals totals Totals W E e 380 a s 659 0 14 36 s t 279 252 342 403 t 13 25 0 688 A North A p 285 p p p r r 14 13 4 Carlsbad Village Drive 0 Subtotals 62 31 Total 93 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/11 9:00 AM 8:00 AM State Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111111 1 urations 3 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 010010120120 Capacity 0 2000 0 0 2000 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 42 34 122 79 23 38 513 44 33 495 67 Adjusted Hourly Volume 0 111 0 0 224 0 38 557 0 33 562 0 Utilization Factor 0.00 0.06 0.00 0.00 0.11 0.00 0.02 0.14 0.00 0.02 0.14 0.00 Critical Factors 0.00 0.11 0.02 0.14 ICU Ratio = 0.37 LOS = A Turning Movements at Intersection of :State Street and Carlsbad Village Drive Time : to North Approach State Street Date : Day : Wednesday 371 Total Name : David, Salvador 224 147 Subtotals 0 Sub -23 79 122 Sub - Totals totals totals Totals W E e 553 a s 1148 0 38 67 s t 595 513 495 595 t 44 33 0 1264 A North A p 669 p p p r r 35 42 34 Carlsbad Village Drive 0 Subtotals 156 111 Total 267 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 41 Intersection Location: Carlsbad Village Drive & Harding Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Harding StreetFile : 2011 Int #41E/W Street : Carlsbad Village DriveData Collected by : Rhea, LuciaCount Date :Day :Traffic Control :Signalized07/20/11Weather : CloudySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 10782203100011109429027646:30 AM 4051038010010384044493113146:45 AM 1031321603002048201465012017027:00 AM 10462140510005530105597017027:15 AM 208611803101072341158918023757:30 AM 6011942306001092451347415025897:45 AM 40229320070041842223410416130068:00 AM 501521312034000973013614219134048:15 AM* 5011231260221201083423616016038768:30 AM* 305160230431008721231112218231748:45 AM* 7014231150611409823241214621037359:00 AM* 1501422514081050115322952122614698Max. 15 min. 15 0 15 29 5 260841511154529122122624699Pk. Hr. Vol. 30 0 44 84 7 78 0 20 7 3 11 0 408 10 10 99 34 640 81 3 1546 238:00 AMPeakIntersection Traffic in Pk. Hr. = 1546 Peak Hr. Factor0.829:00 AMHourIntersection Pdstrns in Pk. Hr. = 233:45 PM 40192333103107021886218183236549154:00 PM 70823631014205018784374203323561134:15 PM 14026428280600100228119325185169603264:30 PM 702228445053070237543212157203580114:45 PM 601622528063011204841812175201520105:00 PM 901828833011202023195233177270573135:15 PM* 90222952707204025878248183223602165:30 PM* 1201527338040010229412246214260600155:45 PM* 702534439011148023298307200283631196:00 PM* 70262224401250122319329418319359486:15 PM 1101632730063050256103288153161574116:30 PM 80824104201121501967922716715751427Max. 15 min. 14 0 26 42 10 45 0 14 5 4 10 2 258 11 12 37 12 214 32 9 631 27Pk. Hr. Vol. 35 0 88 112 14 148 0 34 8 4 14 2 950 29 31 107 25 780 95 9 2427 585:00 PMPeakIntersection Traffic in Pk. Hr. = 2427 Peak Hr. Factor0.966:00 PMHourIntersection Pdstrns in Pk. Hr. = 58Wednesday Harding Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111111 1 urations 3 1 1 41111 5 6 Outside 7 Free-flow Lane Settings 010010120120 Capacity 0 2000 0 0 2000 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 30 44 84 78 20 7 11 408 10 133 640 81 Adjusted Hourly Volume 0 158 0 0 105 0 11 418 0 133 721 0 Utilization Factor 0.00 0.08 0.00 0.00 0.05 0.00 0.01 0.10 0.00 0.07 0.18 0.00 Critical Factors 0.08 0.00 0.01 0.18 ICU Ratio = 0.37 LOS = A Turning Movements at Intersection of :Harding Street and Carlsbad Village Drive Time : to North Approach Harding Street Date : Day : Wednesday 241 Total Name : Rhea, Lucia 105 136 Subtotals 0 Sub -7 20 78 Sub - Totals totals totals Totals W E e 677 a s 1106 0 11 81 s t 429 408 640 854 t 10 133 34 1458 A North A p 604 p p p r r 30 44 84 Carlsbad Village Drive 0 Subtotals 129 158 Total 287 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/11 9:00 AM 8:00 AM Harding Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111111 1 urations 3 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 010010120120 Capacity 0 2000 0 0 2000 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 88 112 148 34 8 16 950 29 132 780 95 Adjusted Hourly Volume 0 235 0 0 190 0 16 979 0 132 875 0 Utilization Factor 0.00 0.12 0.00 0.00 0.10 0.00 0.01 0.24 0.00 0.07 0.22 0.00 Critical Factors 0.12 0.00 0.24 0.07 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :Harding Street and Carlsbad Village Drive Time : to North Approach Harding Street Date : Day : Wednesday 387 Total Name : Rhea, Lucia 190 197 Subtotals 0 Sub -8 34 148 Sub - Totals totals totals Totals W E e 825 a s 1820 2 16 95 s t 995 950 780 1007 t 29 132 25 2242 A North A p 1235 p p p r r 35 88 112 Carlsbad Village Drive 0 Subtotals 170 235 Total 405 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 42 Intersection Location: Poinsettia Lane & Aviara Parkway Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Aviara ParkwayFile : 2011 Int #42E/W Street : Poinsettia Lane Data Collected by : David, SalvadorCount Date :Day :Traffic Control :Signalized08/10/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 170132000590140711000213010206:30 AM 23013112010601701013000304012916:45 AM 42014212081003402616000384019617:00 AM 330214020201003602925000499023807:15 AM 3902501501112042039231205913027027:30 AM 5014621501716049035320006011032417:45 AM 5404421402316179066310116024040528:00 AM 58 0 55 0 0 10 0 29 25 0 130 0 74 42 0 2 0 63 23 0 511 08:15 AM* 55059226024240135166450105219248948:30 AM* 51056306030190163286460105529054708:45 AM* 51055405033280132160490017821051809:00 AM* 67 0 71 9 0 19 0 38 23 0 111 1 71 45 0 9 1 55 20 0 540 0Max. 15 min. 67 1 71 9 2 19 0 38 28 1 163 2 86 49 1 9 1 78 29 2 547 4Pk. Hr. Vol. 224 0 241 18 2 36 0 125 94 0 541 5 283 185 0 11 2 240 89 2 2094 48:00 AMPeakIntersection Traffic in Pk. Hr. = 2094 Peak Hr. Factor0.969:00 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 49 0 45 1 0 11 0 40 43 0 30 1 61 64 0 2 0 48 11 0 406 04:00 PM 52 0 52 4 0 19 0 61 39 0 32 0 70 63 0 1 0 46 10 0 449 04:15 PM 74 0 50 2 0 14 0 78 45 1 20 0 59 62 1 1 3 56 11 0 475 24:30 PM 54 0 44 0 0 23 0 65 68 1 20 1 64 79 0 0 0 56 11 0 485 14:45 PM 60 0 40 1 0 16 0 56 69 0 29 0 65 75 0 1 0 69 13 0 494 05:00 PM 65 0 47 2 0 18 0 68 71 3 25 1 84 63 2 5 0 53 12 2 514 75:15 PM* 61 0 51 5 0 19 0 99 119 0 31 0 62 74 0 6 2 69 17 0 615 05:30 PM* 68 0 41 3 0 23 0 81 101 0 28 0 74 69 0 6 0 71 9 0 574 05:45 PM* 62 0 54 3 0 20 0 70 69 1 40 1 82 56 0 6 0 99 20 0 582 16:00 PM* 53 0 51 4 0 36 0 102 74 0 30 1 73 93 1 3 0 60 26 0 606 16:15 PM 53 0 52 0 0 18 1 64 66 0 34 0 83 71 0 3 0 72 31 0 548 06:30 PM 75 0 42 4 0 27 0 59 53 0 27 0 71 68 0 1 0 49 14 0 490 0Max. 15 min. 75 0 54 5 0 36 1 102 119 3 40 1 84 93 2 6 3 99 31 2 615 7Pk. Hr. Vol. 244 0 197 15 0 98 0 352 363 1 129 2 291 292 1 21 2 299 72 0 2377 25:00 PMPeakIntersection Traffic in Pk. Hr. = 2377 Peak Hr. Factor0.976:00 PMHourIntersection Pdstrns in Pk. Hr. = 2Wednesday Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 411 1 51 6 Outside 7 Free-flow Lane Settings 220120212120 Capacity 3600 4000 0 1800 4000 0 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 224 241 18 36 125 94 546 283 185 13 240 89 Adjusted Hourly Volume 224 259 0 36 219 0 546 283 185 13 329 0 Utilization Factor 0.06 0.06 0.00 0.02 0.05 0.00 0.15 0.14 0.05 0.01 0.08 0.00 Critical Factors 0.06 0.05 0.15 0.08 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :Aviara Parkway and Poinsettia Lane Time : to North Approach Aviara Parkway Date : Day : Wednesday 1126 Total Name : David, Salvador 255 871 Subtotals 0 Sub -94 125 36 Sub - Totals totals totals Totals W E e 563 a s 1577 5 546 89 s t 1014 283 240 342 t 185 13 2 681 A North A p 339 p p p r r 224 241 18 Poinsettia Lane 0 Subtotals 321 483 Total 804 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 9:00 AM 8:00 AM Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 11 1 5 1 6 Outside 7 Free-flow Lane Settings 220120212120 Capacity 3600 4000 0 1800 4000 0 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 244 197 15 98 352 363 131 291 292 23 299 72 Adjusted Hourly Volume 244 197 0 98 715 0 131 291 292 23 371 0 Utilization Factor 0.07 0.05 0.00 0.05 0.18 0.00 0.04 0.15 0.08 0.01 0.09 0.00 Critical Factors 0.07 0.18 0.15 0.01 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :Aviara Parkway and Poinsettia Lane Time : to North Approach Aviara Parkway Date : Day : Wednesday 1211 Total Name : David, Salvador 813 398 Subtotals 0 Sub -363 352 98 Sub - Totals totals totals Totals W E e 908 a s 1622 2 131 72 s t 714 291 299 394 t 292 23 2 800 A North A p 406 p p p r r 244 197 15 Poinsettia Lane 0 Subtotals 665 456 Total 1121 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 43 Intersection Location: Poinsettia Lane & Paseo Del Norte/Lowder Lane Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Paseo Del Norte/Lowder LaneFile : 2011 Int #43E/W Street : Poinsettia Lane Data Collected by : Mary Rose, RheaCount Date :Day :Traffic Control :Signalized08/10/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 4001010136030381200801016626:30 AM 20300000280805260001205022406:45 AM 203143014611207163001301127697:00 AM 80201210161223197110017444373197:15 AM 1011040160017011031001678137327:30 AM 10420602780290135403017411144917:45 AM 401701001720300189401016812049908:00 AM 703501202750460245512022213063718:15 AM* 903401200650910276403020214068308:30 AM* 100331902600890276811019512366858:45 AM* 1204501604920741257820021617070629:00 AM* 902331204970750257955022520271810Max. 15 min. 12 0 4 7 12 16 0 4 97 2 91 1 276955022520471819Pk. Hr. Vol. 40 0 12 15 4 49 0 10 314 0 329 1 1066 29 8 9 0 838 63 5 2775 178:00 AMPeakIntersection Traffic in Pk. Hr. = 2775 Peak Hr. Factor0.979:00 AMHourIntersection Pdstrns in Pk. Hr. = 173:45 PM 7015619026007102121611017417158584:00 PM 904222202760730223921017313060744:15 PM 907231303690840216442018419161284:30 PM 6024016017807402141132023830367664:45 PM 5011116018406102361423022124266755:00 PM 6002425016607602511052023218068995:15 PM 501451908760842227410025110069165:30 PM* 5003121066409812841364029323281595:45 PM* 5030214048018902501202126622374866:00 PM* 8020231057101070268423018420070346:15 PM* 4020122057801070252733021016170656:30 PM 100002900640800217101001962726243Max. 15 min.9075631088411072284166412933038159Pk. Hr. Vol. 22073688020293140111054 36 11 12 1 953 81 6 2972 245:15 PMPeakIntersection Traffic in Pk. Hr. = 2972 Peak Hr. Factor0.916:15 PMHourIntersection Pdstrns in Pk. Hr. = 24Wednesday Paseo Del Norte/Lowder Lane at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 41 51 6 Outside 7 Free-flow Lane Settings 110110221120 Capacity 1800 2000 0 1800 2000 0 3600 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 40 12 15 49 10 314 330 1066 29 9 838 63 Adjusted Hourly Volume 40 27 0 49 324 0 330 1066 29 9 901 0 Utilization Factor 0.02 0.01 0.00 0.03 0.16 0.00 0.09 0.27 0.02 0.01 0.23 0.00 Critical Factors 0.02 0.16 0.09 0.23 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :Paseo Del Norte/Lowder Lane and Poinsettia Lane Time : to North Approach Paseo Del Norte/Lowder Lane Date : Day : Wednesday 777 Total Name : Mary Rose, Rhea 373 404 Subtotals 0 Sub -314 10 49 Sub - Totals totals totals Totals W E e 1193 a s 2618 1 330 63 s t 1425 1066 838 910 t 29 9 0 2040 A North A p 1130 p p p r r 40 12 15 Poinsettia Lane 0 Subtotals 48 67 Total 115 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 9:00 AM 8:00 AM Paseo Del Norte/Lowder Lane at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 110110221120 Capacity 1800 2000 0 1800 2000 0 3600 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 22 7 3 88 20 293 402 1054 36 13 953 81 Adjusted Hourly Volume 22 10 0 88 313 0 402 1054 36 13 1034 0 Utilization Factor 0.01 0.01 0.00 0.05 0.16 0.00 0.11 0.26 0.02 0.01 0.26 0.00 Critical Factors 0.01 0.16 0.11 0.26 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :Paseo Del Norte/Lowder Lane and Poinsettia Lane Time : to North Approach Paseo Del Norte/Lowder Lane Date : Day : Wednesday 890 Total Name : Mary Rose, Rhea 401 489 Subtotals 0 Sub -293 20 88 Sub - Totals totals totals Totals W E e 1269 a s 2761 1 402 81 s t 1492 1054 953 1047 t 36 13 1 2193 A North A p 1146 p p p r r 22 7 3 Poinsettia Lane 0 Subtotals 68 32 Total 100 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 6:15 PM 5:15 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 44 Intersection Location: Poinsettia Lane & Avenida Encinas Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Avenida EncinasFile : 2011 Int #44E/W Street : Poinsettia Lane Data Collected by : Ian, DanCount Date :Day :Traffic Control :Signalized08/10/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 003100170200208212001133010816:30 AM 204282140401006203102312312666:45 AM 1043102106310015432802333316977:00 AM 605392200841101110143028326207107:15 AM 409490250770201013431037387232117:30 AM 5011431260138060151025504035126747:45 AM 801563327013503029714905041331078:00 AM 11 0 15 67 3 22 0 13 14 1 0 0 27 7 0 68 0 65 59 6 368 108:15 AM* 11 0 14 62 4 31 0 21 13 6 0 0 22 10 2 68 0 66 65 3 383 158:30 AM* 7 0 11 60 2 30 0 21 13 0 8 0 15 11 0 59 1 79 83 1 398 38:45 AM* 90226764602170603113188010484049879:00 AM* 12 0 20 98 2 43 0 14 12 5 14 0 43 13 6 88 0 106 67 3 530 16Max. 15 min. 12 0 22 98 6 46 0 21 14 6 14 0 43 13 6 88 1 106 84 7 530 16Pk. Hr. Vol. 39 0 67 287 14 150 0 77 45 11 28 0 111 47 9 303 1 355 299 7 1809 418:00 AMPeakIntersection Traffic in Pk. Hr. = 1809 Peak Hr. Factor0.859:00 AMHourIntersection Pdstrns in Pk. Hr. = 413:45 PM 1202110703701960705417011713757149214:00 PM 13 0 19 116 2 38 0 20 13 1 5 2 30 11 4 94 1 35 78 2 475 94:15 PM 13 0 19 126 1 37 0 20 14 0 11 0 48 12 0 107 0 56 60 1 523 24:30 PM 9 0 25 125 6 42 0 28 12 0 13 0 44 27 1 82 0 51 49 4 507 114:45 PM 16 0 11 99 0 52 0 28 17 4 3 0 48 24 2 102 0 53 43 10 496 165:00 PM 14 0 28 138 5 40 0 22 10 1 3 0 35 19 7 105 0 36 52 7 502 205:15 PM* 24 0 27 134 6 61 0 28 8 3 10 0 47 26 8 98 0 57 57 8 577 255:30 PM* 16 0 15 117 4 81 0 31 17 1 10 0 47 19 4 136 0 60 67 13 616 225:45 PM* 32 0 25 119 2 60 0 28 11 0 14 0 37 20 2 95 0 76 51 4 568 86:00 PM* 12 0 21 107 5 68 0 27 10 0 15 0 52 23 5 109 0 50 64 2 558 126:15 PM 22 0 22 105 7 51 0 39 14 0 11 0 28 26 2 109 0 54 58 8 539 176:30 PM 21 0 32 126 4 69 0 27 10 6 6 0 33 24 3 90 0 47 57 8 542 21Max. 15 min. 32 0 32 138 7 81 0 39 17 6 15 2 54 27 8 136 1 76 78 13 616 25Pk. Hr. Vol. 84 0 88 477 17 270 0 114 46 4 49 0 183 88 19 438 0 243 239 27 2319 675:00 PMPeakIntersection Traffic in Pk. Hr. = 2319 Peak Hr. Factor0.946:00 PMHourIntersection Pdstrns in Pk. Hr. = 67Wednesday Avenida Encinas at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4111 5 1 6 Outside 7 Free-flow Lane Settings 111111130221 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 39 67 287 150 77 45 28 111 47 304 355 299 Adjusted Hourly Volume 39 67 287 150 77 45 28 158 0 304 355 299 Utilization Factor 0.02 0.03 0.16 0.08 0.04 0.03 0.02 0.03 0.00 0.08 0.09 0.17 Critical Factors 0.16 0.08 0.02 0.17 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :Avenida Encinas and Poinsettia Lane Time : to North Approach Avenida Encinas Date : Day : Wednesday 666 Total Name : Ian, Dan 272 394 Subtotals 0 Sub -45 77 150 Sub - Totals totals totals Totals W E e 439 a s 625 0 28 299 s t 186 111 355 958 t 47 304 1 1507 A North A p 549 p p p r r 39 67 287 Poinsettia Lane 0 Subtotals 427 393 Total 820 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 9:00 AM 8:00 AM Avenida Encinas at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 11 1 5 1 6 Outside 7 Free-flow Lane Settings 111111130221 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 84 88 477 270 114 46 49 183 88 438 243 239 Adjusted Hourly Volume 84 88 477 270 114 46 49 271 0 438 243 239 Utilization Factor 0.05 0.04 0.27 0.15 0.06 0.03 0.03 0.05 0.00 0.12 0.06 0.13 Critical Factors 0.27 0.15 0.05 0.12 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Avenida Encinas and Poinsettia Lane Time : to North Approach Avenida Encinas Date : Day : Wednesday 806 Total Name : Ian, Dan 430 376 Subtotals 0 Sub -46 114 270 Sub - Totals totals totals Totals W E e 373 a s 693 0 49 239 s t 320 183 243 920 t 88 438 0 1850 A North A p 930 p p p r r 84 88 477 Poinsettia Lane 0 Subtotals 640 649 Total 1289 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 45 Intersection Location: Alga Road & Melrose Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Melrose DriveFile : 2011 Int #45E/W Street : Alga RoadData Collected by : Dan, MilesCount Date : Day :Traffic Control :Signalized08/04/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 151360000231205122202000011906:30 AM 201420000491217002001001115326:45 AM 363700000751308003001011023807:00 AM 56116900101071909003302051031307:15 AM 449781011782917014900053030617:30 AM 59811901008032024025502022038517:45 AM 517161000010922024005301031043208:00 AM* 758183100113937025005706052053908:15 AM* 546146100012532024027806030047708:30 AM* 810172102012041017006904052051408:45 AM* 624144111111815030028225014147049:00 AM 71716020401371701303860205305100Max. 15 min. 81 11 18321411394113013862605415394Pk. Hr. Vol. 272 18 645413250212509604286221014812000 47:45 AMPeakIntersection Traffic in Pk. Hr. = 2000 Peak Hr. Factor0.938:45 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 735124001010720026037302030043704:00 PM 73598201010614023049001132042304:15 PM 778137001015325131038023031052234:30 PM 62101220030133160320110802023049404:45 PM 8112135102014524022138602011051605:00 PM* 725112101114931047039309012152715:15 PM* 729142002017824033159100000055705:30 PM* 836118104022229034089103011160115:45 PM* 8331250030205270240410002033058206:00 PM 6471041021151370270310904021051306:15 PM 82791002016324127057902010048316:30 PM 74910100511252102815750201404520Max. 15 min. 83 12 142205122237147181092913416013Pk. Hr. Vol. 310 23 497 2 0 10 1 754 111 0 138 1 20 375 0 1405622267 24:45 PMPeakIntersection Traffic in Pk. Hr. = 2267 Peak Hr. Factor0.945:45 PMHourIntersection Pdstrns in Pk. Hr. = 2Thursday Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 130130111110 Capacity 1800 6000 0 1800 6000 0 1800 1000 2800 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 290 645 4 5 502 125 96 4 286 21 14 8 Adjusted Hourly Volume 290 649 0 5 627 0 96 4 286 21 22 0 Utilization Factor 0.16 0.11 0.00 0.00 0.10 0.00 0.05 0.00 0.10 0.01 0.01 0.00 Critical Factors 0.16 0.10 0.10 0.01 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Thursday 1383 Total Name : Dan, Miles 632 751 Subtotals 2 Sub -125 502 5 Sub - Totals totals totals Totals W E e 411 a s 797 0 96 8 s t 386 4 14 43 t 286 21 0 54 A North A p 11 p p p r r 290 645 4 Alga Road 18 Subtotals 827 939 Total 1766 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 8:45 AM 7:45 AM Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 130130111110 Capacity 1800 6000 0 1800 6000 0 1800 1000 2800 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 333 497 2 11 754 111 139 20 375 14 5 6 Adjusted Hourly Volume 333 499 0 11 865 0 139 20 375 14 11 0 Utilization Factor 0.19 0.08 0.00 0.01 0.14 0.00 0.08 0.02 0.13 0.01 0.01 0.00 Critical Factors 0.19 0.14 0.13 0.01 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Thursday 1518 Total Name : Dan, Miles 876 642 Subtotals 1 Sub -111 754 11 Sub - Totals totals totals Totals W E e 427 a s 961 1 139 6 s t 534 20 5 25 t 375 14 0 57 A North A p 32 p p p r r 333 497 2 Alga Road 23 Subtotals 1166 832 Total 1998 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 46 Intersection Location: Alga Road & El Fuerte Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Fuerte StreetFile : 2011 Int #46E/W Street : Alga RoadData Collected by : Angel, OscarCount Date :Day :Traffic Control :Signalized08/04/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 10170201500016101026506606:30 AM 4041210001000012016039108826:45 AM 20140100111002110130583011517:00 AM 5041202015520251190745014567:15 AM 706111504180213620140803018917:30 AM 806200601110504320130943021207:45 AM 30615570117181390080859019968:00 AM* 50620130515013140002118515023018:15 AM* 50151904081417153402606513023418:30 AM* 6010162702111624800320898023738:45 AM* 408150606140616871200649122829:00 AM 5 0 6 18 0 10 0 3 20 0 6 0 61 3 0 19 0 71 7 0 229 0Max. 15 min. 8 0 15 20 5 10 0 8 20 5 13 2 68 7 1 32 1 94 15 1 237 6Pk. Hr. Vol. 20 0 39 70 3 20 0 21 54 2 32 5 209 11 1 99 1 303 45 1 929 77:45 AMPeakIntersection Traffic in Pk. Hr. = 929 Peak Hr. Factor0.988:45 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 40711019069070972092728025304:00 PM 2 0 8 21 0 15 0 12 7 0 11 0 79 5 0 15 0 70 3 0 248 04:15 PM 2081701708801709460190746027604:30 PM 3 0 8 16 1 15 0 11 8 0 14 0 105 5 0 15 3 57 6 0 266 14:45 PM 40821010089213096602416510027525:00 PM* 2 0 6 21 0 19 0 7 12 1 9 1 104 9 0 22 0 75 12 0 299 15:15 PM* 2082201509606010540150727027105:30 PM* 1 0 3 11 0 24 0 11 8 1 24 0 105 2 1 18 1 74 11 0 293 25:45 PM* 5022101806801819540230807028806:00 PM 9 0 7 27 0 11 0 19 7 0 16 0 100 8 0 22 2 57 6 0 291 06:15 PM 3 0 8 17 0 17 0 9 13 0 15 0 89 6 0 20 0 67 12 0 276 06:30 PM 0 0 2 16 1 11 0 12 6 0 13 1 80 3 0 20 0 72 4 0 240 1Max. 15 min. 9 0 8 27 1 24 0 19 13 2 24 1 105 9 1 24 3 80 12 0 299 2Pk. Hr. Vol. 10 0 19 75 0 76 0 33 34 2 57 2 409 19 1 78 1 301 37 0 1151 34:45 PMPeakIntersection Traffic in Pk. Hr. = 1151 Peak Hr. Factor0.965:45 PMHourIntersection Pdstrns in Pk. Hr. = 3Thursday El Fuerte Street at Alga Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 111111120120 Capacity 1800 2000 1800 1800 2000 1800 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 20 39 70 20 21 54 37 209 11 100 303 45 Adjusted Hourly Volume 20 39 70 20 21 54 37 220 0 100 348 0 Utilization Factor 0.01 0.00 0.04 0.01 0.01 0.03 0.02 0.06 0.00 0.06 0.09 0.00 Critical Factors 0.04 0.01 0.06 0.06 ICU Ratio = 0.27 LOS = A Turning Movements at Intersection of :El Fuerte Street and Alga Road Time : to North Approach El Fuerte Street Date : Day : Thursday 211 Total Name : Angel, Oscar 95 116 Subtotals 0 Sub -54 21 20 Sub - Totals totals totals Totals W E e 382 a s 639 5 37 45 s t 257 209 303 448 t 11 100 1 748 A North A p 300 p p p r r 20 39 70 Alga Road 0 Subtotals 131 129 Total 260 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 8:45 AM 7:45 AM El Fuerte Street at Alga Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 111111120120 Capacity 1800 2000 1800 1800 2000 1800 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 10 19 75 76 33 34 59 409 19 79 301 37 Adjusted Hourly Volume 10 19 75 76 33 34 59 428 0 79 338 0 Utilization Factor 0.01 0.01 0.04 0.04 0.02 0.02 0.03 0.11 0.00 0.04 0.08 0.00 Critical Factors 0.04 0.04 0.11 0.04 ICU Ratio = 0.33 LOS = A Turning Movements at Intersection of :El Fuerte Street and Alga Road Time : to North Approach El Fuerte Street Date : Day : Thursday 256 Total Name : Angel, Oscar 143 113 Subtotals 0 Sub -34 33 76 Sub - Totals totals totals Totals W E e 347 a s 834 2 59 37 s t 487 409 301 417 t 19 79 1 978 A North A p 561 p p p r r 10 19 75 Alga Road 0 Subtotals 130 104 Total 234 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 47 Intersection Location: Jefferson Street & Marron Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram PM P kH ICUA l i d P 3P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of : N/S Street : Marron RoadFile : 2011 Int #47E/W Street : Jefferson StreetData Collected by : David, SalvadorCount Date :Day :Traffic Control : Signalized07/12/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 2 0 1400501413210120000405626:30 AM 7 0 1000201145040130010408806:45 AM 7 0 151020146404001310010012117:00 AM 4 0 2300802411108003600021021707:15 AM 6 0 270070219611201210000117237:30 AM 8 0 18106027640802300014114217:45 AM * 12 0 21 0 1 15 0 27 105 1 1201431015020458:00 AM * 9 0 21 0 1 11 0 34 1110902700026021218:15 AM * 12 0 33 2 0 12 0 37 66 0 1005301013018508:30 AM * 10 0 20 1 1 12 1 39 73 0 1003400034018018:45 AM 12 0 26 1 1 20 0 35 45 0 22 0 1 10 0 0 0 1 6 0 179 19:00 AM 11 0 22 0 0 19 0 41 89 0 2306501041302340Max. 15 min. 12 0 33 2 1 20 1 41 111 2 23 0 6 36 3 1 1 4 13 1 234 5Pk. Hr. Vol. 43 0 95 3 3 50 1 137 355 1 41 0 11 18 3 2 0 7 18 0 781 77:30 AM PeakIntersection Traffic in Pk. Hr. = 781 Peak Hr. Factor0.928:30 AM Hour Intersection Pdstrns in Pk. Hr. = 73:45 PM 15 0 85 2 0 52 1 88 55 0 46 0 15 21 0 0 0 9 44 0 433 04:00 PM 15 0 87 1 2 50 0 97 34 0 42 0 10 13 1 2 0 9 57 0 417 34:15 PM 28 0 89 3 0 57 4 71 42 0 41 0 8 19 0 0 0 6 54 0 422 04:30 PM 24 0 75 5 2 51 0 82 53 0 39 0 7 25 2 3 1 6 46 0 417 44:45 PM 24 0 74 4 0 58 0 76 60 0 49 0 10 26 1 2 0 10 43 0 436 15:00 PM * 18 0 83 2 1 67 0 88 60 0 58 0 16 22 1 2 0 12 61 0 489 25:15 PM * 29 0 60 5 2 58 1 80 49 0 78 0 18 26 1 1 0 9 69 0 483 35:30 PM * 26 0 100 2 0 70 1 82 54 1 78 0 7 20 1 1 0 13 73 0 527 25:45 PM * 35 1 100 1 0 59 0 83 41 1 44 0 8 14 1 0 0 7 54 0 447 26:00 PM 27 0 79 0 0 62 1 90 48 0 55 0 10 17 0 2 0 9 45 0 445 06:15 PM 13 0 68 0 0 45 0 61 38 0 50 0 8 18 0 1 0 6 56 0 364 06:30 PM 25 0 65 2 0 60 1 90 40 0 37058000104503880Max. 15 min. 35 1 100 5 2 70 4 97 60 1 78 0 18 26 2 3 1 13 73 0 527 4Pk. Hr. Vol. 108 1 343 10 3 254 2 333 204 2 258 0 49 82 4 4 0 41 257 0 1946 94:45 PM PeakIntersection Traffic in Pk. Hr. = 1946 Peak Hr. Factor0.925:45 PM Hour Intersection Pdstrns in Pk. Hr. = 9Tuesday Marron Road at Jefferson Street Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 41 51 6 Outside 7 Free-flow Lane Settings 120221110111 Capacity 1800 4000 0 3600 4000 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 43 95 3 51 137 355 41 11 18 2 7 18 Adjusted Hourly Volume 43 98 0 51 137 355 41 29 0 2 7 18 Utilization Factor 0.02 0.02 0.00 0.01 0.03 0.20 0.02 0.01 0.00 0.00 0.00 0.01 Critical Factors 0.02 0.20 0.02 0.01 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :Marron Road and Jefferson Street Time : to North Approach Marron Road Date : Day : Tuesday 698 Total Name : David, Salvador 543 155 Subtotals 1 Sub -355 137 51 Sub - Totals totals totals Totals W E e 405 a s 475 0 41 18 s t 70 11 7 27 t 18 2 0 91 A North A p 64 p p p r r 43 95 3 Jefferson Street 0 Subtotals 157 141 Total 298 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 8:30 AM 7:30 AM Marron Road at Jefferson Street Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 120221110111 Capacity 1800 4000 0 3600 4000 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 109 343 10 256 333 204 258 49 82 4 41 257 Adjusted Hourly Volume 109 353 0 256 333 204 258 131 0 4 41 257 Utilization Factor 0.06 0.09 0.00 0.07 0.08 0.11 0.14 0.07 0.00 0.00 0.02 0.14 Critical Factors 0.06 0.11 0.14 0.14 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :Marron Road and Jefferson Street Time : to North Approach Marron Road Date : Day : Tuesday 1653 Total Name : David, Salvador 793 860 Subtotals 2 Sub -204 333 256 Sub - Totals totals totals Totals W E e 353 a s 742 0 258 257 s t 389 49 41 302 t 82 4 0 615 A North A p 313 p p p r r 109 343 10 Jefferson Street 1 Subtotals 420 462 Total 882 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 48 Intersection Location: Monroe Street & Marron Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Monroe StreetFile : 2011 Int #48E/W Street : Marron RoadData Collected by : Rhea, Mary RoseCount Date :Day :Traffic Control :Signalized07/12/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 902303011020671102304016:30 AM 700601021120571308114336:45 AM 130140100101091605010006107:00 AM 17033220100101444150106010637:15 AM 1702503002030812011014308007:30 AM 130270401102014905010407207:45 AM 1203812001040131608017208618:00 AM 150870301100019270100125010808:15 AM* 28054150230301424090145011618:30 AM* 18001704023120191711101310011628:45 AM* 1702180201303021201110172011719:00 AM* 210280602205025211120121001261Max. 15 min. 28 0 8 182602315025441120171011263Pk. Hr. Vol. 84 0 9 47 1 17 0 7 11 1 13 0 79 82 3 43 0 56 27 0 475 58:00 AMPeakIntersection Traffic in Pk. Hr. = 475 Peak Hr. Factor0.949:00 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 21 0 14 10 4 24 0 16 17 0 22 0 57 33 0 20 0 50 14 0 298 44:00 PM 26 0 6 25 1 18 0 15 17 0 9 0 56 36 0 24 0 51 13 0 296 14:15 PM 30 0 15 19 1 23 0 12 30 0 14 0 54 28 0 24 0 62 24 1 335 24:30 PM 27 0 9 17 0 24 0 22 17 1 15 0 65 32 1 16 0 50 31 0 325 24:45 PM 26 0 9 27 0 16 0 16 19 0 16 0 60 31 0 26 0 50 15 1 311 15:00 PM* 33 0 10 15 0 13 0 12 19 0 5 1 61 40 2 30 0 64 22 0 325 25:15 PM* 31 0 13 24 2 20 0 11 16 0 17 0 51 37 1 21 0 57 19 0 317 35:30 PM* 23 0 13 25 1 24 0 24 17 0 11 0 51 40 0 15 0 83 27 2 353 35:45 PM* 34 0 17 23 0 18 0 9 28 0 21 0 43 29 0 19 0 75 17 0 333 06:00 PM 22 0 19 18 1 18 0 13 14 0 18 0 62 30 0 12 0 54 10 0 290 16:15 PM 22 0 9 15 2 16 0 11 15 0 13 0 46 23 0 17 0 41 19 2 247 46:30 PM 15 0 12 9 0 23 0 14 12 0 20 0 45 31 0 16 0 54 23 0 274 0Max. 15 min. 34 0 19 27 4 24 0 24 30 1 22 1 65 40 2 30 0 83 31 2 353 4Pk. Hr. Vol. 121 0 53 87 3 75 0 56 80 0 54 1 206 146 3 85 0 279 85 2 1328 84:45 PMPeakIntersection Traffic in Pk. Hr. = 1328 Peak Hr. Factor0.945:45 PMHourIntersection Pdstrns in Pk. Hr. = 8Tuesday Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111 urations 3 1111 411111111 5 6 Outside 7 Free-flow Lane Settings 120120120120 Capacity 1800 4000 0 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 84 9 47 17 7 11 13 79 82 43 56 27 Adjusted Hourly Volume 84 56 0 17 18 0 13 161 0 43 83 0 Utilization Factor 0.05 0.01 0.00 0.01 0.00 0.00 0.01 0.04 0.00 0.02 0.02 0.00 Critical Factors 0.05 0.00 0.04 0.02 ICU Ratio = 0.21 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 84 Total Name : Rhea, Mary Rose 35 49 Subtotals 0 Sub -11 7 17 Sub - Totals totals totals Totals W E e 151 a s 325 0 13 27 s t 174 79 56 126 t 82 43 0 269 A North A p 143 p p p r r 84 9 47 Marron Road 0 Subtotals 132 140 Total 272 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 9:00 AM 8:00 AM Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 11 11 11 11 5 6 Outside 7 Free-flow Lane Settings 120120120120 Capacity 1800 4000 0 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 121 53 87 75 56 80 55 206 146 85 279 85 Adjusted Hourly Volume 121 140 0 75 136 0 55 352 0 85 364 0 Utilization Factor 0.07 0.04 0.00 0.04 0.03 0.00 0.03 0.09 0.00 0.05 0.09 0.00 Critical Factors 0.07 0.03 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 403 Total Name : Rhea, Mary Rose 211 192 Subtotals 0 Sub -80 56 75 Sub - Totals totals totals Totals W E e 481 a s 888 1 55 85 s t 407 206 279 449 t 146 85 0 817 A North A p 368 p p p r r 121 53 87 Marron Road 0 Subtotals 287 261 Total 548 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/12/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 49 Intersection Location: Cannon Road & Avenida Encinas Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Avenida EncinasFile : 2011 Int #49E/W Street : Cannon RoadData Collected by : Lucia, RoxanneCount Date :Day :Traffic Control :Signalized07/21/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 3013080120001521140271008616:30 AM 000206010050253118027809516:45 AM 101901203104020113104714014417:00 AM 4001201304202034322805212116637:15 AM 402811205304025323503715315367:30 AM 0011002402301043233504625019237:45 AM* 4081701706702068315408022128828:00 AM* 50017117085030741205905824228238:15 AM* 4152201901602056348405419127658:30 AM* 3022011604501070416704723026228:45 AM 7031601506809041717205717025819:00 AM 200270160430904971540831102651Max. 15 min. 7 1 8 27 1 2408809074124840832532886Pk. Hr. Vol. 16 1 15 76 2 69 0 19 23 0 8 0 268 22 6 264 0 239 88 4 1108 127:30 AMPeakIntersection Traffic in Pk. Hr. = 1108 Peak Hr. Factor0.968:30 AMHourIntersection Pdstrns in Pk. Hr. = 123:45 PM 8044502504303073502617621029404:00 PM 100542022056060551313008131230634:15 PM 13074902703602053873108535231994:30 PM 15055422001604059912607736031234:45 PM 14135103205506043532508133030435:00 PM* 11064402503409068643008535032645:15 PM* 12068402301503058413209636036015:30 PM* 171876020035080447237011733037625:45 PM* 11186212206605048632009845133856:00 PM 140444025039031476825084323297116:15 PM 70333116017010138412009631026726:30 PM 605240260260103660181652402200Max. 15 min. 17 1 8 84 2 3206901017313837111745337611Pk. Hr. Vol. 51 2 28 266 1 90 0 13 20 0 25 0 218 23 10 119 0 396 149 1 1400 124:45 PMPeakIntersection Traffic in Pk. Hr. = 1400 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 12Thursday Avenida Encinas at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 120211120220 Capacity 1800 4000 0 3600 2000 1800 1800 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 17 15 76 69 19 23 8 268 22 264 239 88 Adjusted Hourly Volume 17 91 0 69 19 23 8 290 0 264 327 0 Utilization Factor 0.01 0.02 0.00 0.02 0.01 0.01 0.00 0.07 0.00 0.07 0.08 0.00 Critical Factors 0.02 0.02 0.07 0.07 ICU Ratio = 0.28 LOS = A Turning Movements at Intersection of :Avenida Encinas and Cannon Road Time : to North Approach Avenida Encinas Date : Day : Thursday 222 Total Name : Lucia, Roxanne 111 111 Subtotals 0 Sub -23 19 69 Sub - Totals totals totals Totals W E e 278 a s 576 0 888s t 298 268 239 591 t 22 264 0 1004 A North A p 413 p p p r r 17 15 76 Cannon Road 1 Subtotals 306 108 Total 414 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 8:30 AM 7:30 AM Avenida Encinas at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 11 5 6 Outside 7 Free-flow Lane Settings 120211120220 Capacity 1800 4000 0 3600 2000 1800 1800 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 53 28 266 90 13 20 25 218 23 119 396 149 Adjusted Hourly Volume 53 294 0 90 13 20 25 241 0 119 545 0 Utilization Factor 0.03 0.07 0.00 0.03 0.01 0.01 0.01 0.06 0.00 0.03 0.14 0.00 Critical Factors 0.07 0.03 0.01 0.14 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :Avenida Encinas and Cannon Road Time : to North Approach Avenida Encinas Date : Day : Thursday 325 Total Name : Lucia, Roxanne 123 202 Subtotals 0 Sub -20 13 90 Sub - Totals totals totals Totals W E e 467 a s 733 0 25 149 s t 266 218 396 664 t 23 119 0 1238 A North A p 574 p p p r r 53 28 266 Cannon Road 2 Subtotals 157 347 Total 504 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 50 Intersection Location: Cannon Road & Paseo Del Norte Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Paseo Del NorteFile : 2011 Int #50E/W Street : Cannon RoadData Collected by : Salvador, DavidCount Date :Day :Traffic Control :Signalized07/21/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 4001000000005214060820015906:30 AM 400100000000669160920017816:45 AM 60000000000083272801250024927:00 AM 12001000000001886201201460042107:15 AM 10101100000001546011801320037627:30 AM 11005000000002146821801180243447:45 AM* 10104000000002297812701510050018:00 AM* 180010000000003539413701090062118:15 AM* 150018200000003198821201510060348:30 AM* 350014000000002956611501360056118:45 AM 370030000000002185701501340049109:00 AM 30102400000000250973160144005623Max. 15 min. 37 1 0 3020000000353973370151026214Pk. Hr. Vol. 78 1 0 46200000001196 326 5 91 0 547 0 0 2285 77:30 AMPeakIntersection Traffic in Pk. Hr. = 2285 Peak Hr. Factor0.928:30 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 1130031000000001785801702410063804:00 PM 1010029000000002028101902200065204:15 PM 901029800000001656502703090068684:30 PM 1100043000000001827712612490068814:45 PM 1181049000000001697312202860071815:00 PM* 900030000000002096612703180074015:15 PM* 1260031500000002027012503930084765:30 PM* 1070024000000001786323403250073125:45 PM* 1141031000000001856312103310174626:00 PM 700011000000001807903103040067506:15 PM 1030039000000001615301502790065006:30 PM 90001600000000112600280222005280Max. 15 min. 126 1 0 4980000000209812341393018478Pk. Hr. Vol. 437 1 0 11650000000774262510701367 0 1 3064 114:45 PMPeakIntersection Traffic in Pk. Hr. = 3064 Peak Hr. Factor0.905:45 PMHourIntersection Pdstrns in Pk. Hr. = 11Thursday Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 201000020130 Capacity 3600 0 1800 00004000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 79 0 46 00001196 326 91 547 0 Adjusted Hourly Volume 79 0 46 00001522 0 91 547 0 Utilization Factor 0.02 0.00 0.03 0.00 0.00 0.00 0.00 0.38 0.00 0.05 0.09 0.00 Critical Factors 0.03 0.00 0.38 0.05 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :Paseo Del Norte and Cannon Road Time : to North Approach Paseo Del Norte Date : Day : Thursday 0 Total Name : Salvador, David 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 625 a s 2147 0 00s t 1522 1196 547 638 t 326 91 0 1880 A North A p 1242 p p p r r 79 0 46 Cannon Road 1 Subtotals 418 125 Total 543 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 8:30 AM 7:30 AM Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4 11 1 5 6 Outside 7 Free-flow Lane Settings 201000020130 Capacity 3600 0 1800 00004000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 438 0 116 00007742621071367 0 Adjusted Hourly Volume 438 0 116 00001036 0 107 1367 0 Utilization Factor 0.12 0.00 0.06 0.00 0.00 0.00 0.00 0.26 0.00 0.06 0.23 0.00 Critical Factors 0.12 0.00 0.00 0.26 0.06 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :Paseo Del Norte and Cannon Road Time : to North Approach Paseo Del Norte Date : Day : Thursday 0 Total Name : Salvador, David 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1804 a s 2840 0 00s t 1036 774 1367 1474 t 262 107 0 2364 A North A p 890 p p p r r 438 0 116 Cannon Road 1 Subtotals 370 554 Total 924 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 51 Intersection Location: Cannon Road & LEGOLAND Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : LEGOLAND DriveFile : 2011 Int #51E/W Street : Cannon RoadData Collected by : Rhea, Mary RoseCount Date :Day :Traffic Control :Signalized07/28/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 00010000000141101100740013716:30 AM 000200000000531111901010018616:45 AM 000300000000633124301400028027:00 AM 300100000000997406501380038007:15 AM 800100000000924203601740035307:30 AM 4002000000001286304111430038207:45 AM* 7005000000001597024211720045628:00 AM* 100090000000021513707701760062408:15 AM* 8008000000001687503501240041808:30 AM* 20011000000001868304301490047408:45 AM 9007000000001657123501300041729:00 AM 7001300000000183870490157004960Max. 15 min. 10 0 0 13000000012151372771176006242Pk. Hr. Vol. 27 0 0 330000000072836521971621001972 27:30 AMPeakIntersection Traffic in Pk. Hr. = 1972 Peak Hr. Factor0.798:30 AMHourIntersection Pdstrns in Pk. Hr. = 23:45 PM 1101056000000001323911801360049214:00 PM 880028000000001603601601420047004:15 PM 131005910000000156321801750056124:30 PM 1010038100000001993001901680055514:45 PM 1530066000000001813811921560061515:00 PM 1290054000000001703313241780060015:15 PM* 1740078000000002113012432750079515:30 PM* 1290054000000002133202202540070405:45 PM* 1220043000000001852152402580065356:00 PM* 1150041000000002031921102220061126:15 PM 1240048000000001752201301980058006:30 PM 126003800000000138201130143004781Max. 15 min. 174 1 0 7810000000213395324275007955Pk. Hr. Vol. 540 0 0 2160000000081210288131009 0 0 2763 85:00 PMPeakIntersection Traffic in Pk. Hr. = 2763 Peak Hr. Factor0.876:00 PMHourIntersection Pdstrns in Pk. Hr. = 8Thursday LEGOLAND Drive at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 411 51 6 Outside 7 Free-flow Lane Settings 201000021220 Capacity 3600 0 1800 00004000 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 27 0 33 00007283651986210 Adjusted Hourly Volume 27 0 33 00007283651986210 Utilization Factor 0.01 0.00 0.02 0.00 0.00 0.00 0.00 0.18 0.20 0.06 0.16 0.00 Critical Factors 0.02 0.00 0.20 0.06 ICU Ratio = 0.38 LOS = A Turning Movements at Intersection of :LEGOLAND Drive and Cannon Road Time : to North Approach LEGOLAND Drive Date : Day : Thursday 0 Total Name : Rhea, Mary Rose 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 648 a s 1741 0 00s t 1093 728 621 819 t 365 198 1 1581 A North A p 762 p p p r r 27 0 33 Cannon Road 0 Subtotals 562 60 Total 622 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/11 8:30 AM 7:30 AM LEGOLAND Drive at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow Lane Settings 201000021220 Capacity 3600 0 1800 00004000 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 540 0 216 0000812102841009 0 Adjusted Hourly Volume 540 0 216 0000812102841009 0 Utilization Factor 0.15 0.00 0.12 0.00 0.00 0.00 0.00 0.20 0.06 0.02 0.25 0.00 Critical Factors 0.15 0.00 0.00 0.00 0.25 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :LEGOLAND Drive and Cannon Road Time : to North Approach LEGOLAND Drive Date : Day : Thursday 0 Total Name : Rhea, Mary Rose 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1549 a s 2463 0 00s t 914 812 1009 1093 t 102 84 3 2124 A North A p 1031 p p p r r 540 0 216 Cannon Road 0 Subtotals 183 756 Total 939 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 52 Intersection Location: Cannon Road & Faraday Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Faraday AvenueFile : 2011 Int #52E/W Street : Cannon DriveData Collected by : Dan, ZhalenCount Date : Day :Traffic Control :Signalized07/28/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 27000100000001223020540111826:30 AM 25000000000002533000960017906:45 AM 480030000000028330201480026207:00 AM 410010000000016831721750032517:15 AM 4200100000000147704101570033207:30 AM 4600000000001299201821540034207:45 AM* 4400300000002311310901760039608:00 AM* 54002000000004019201301910049208:15 AM* 3200600000001351350601460036108:30 AM* 39001000000044316701001590142318:45 AM 4500200000003371210701290034409:00 AM 480010000000253140080158004100Max. 15 min. 5400610000004531921412191014922Pk. Hr. Vol. 169 0 0 12000000071496250380672011672 17:30 AMPeakIntersection Traffic in Pk. Hr. = 1672 Peak Hr. Factor0.858:30 AMHourIntersection Pdstrns in Pk. Hr. = 13:45 PM 780060000000413549000660033804:00 PM 800080000000411757020760034404:15 PM 1000070000000318154030810042904:30 PM 1060050000000316651050720140814:45 PM 15400110000000416549050780146615:00 PM* 21700900000001116845010940054505:15 PM* 20600180000000319952060920157615:30 PM* 18900160000000122754000970058405:45 PM* 1720090000000619347050820051406:00 PM 11800130000000219169010890048306:15 PM 1100050000000318151130710142426:30 PM 64003000000051555200077003560Max. 15 min. 217 0 0 180000000112276916097015842Pk. Hr. Vol. 784 0 0 520000000217871980120365012219 14:45 PMPeakIntersection Traffic in Pk. Hr. = 2219 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 1Thursday Faraday Avenue at Cannon Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 111111 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 200010120120 Capacity 3800 0 0 0 2000 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 169 0 12 0007149625386720 Adjusted Hourly Volume 181 0000077740386720 Utilization Factor 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.02 0.17 0.00 Critical Factors 0.05 0.00 0.00 0.00 0.19 0.02 ICU Ratio = 0.36 LOS = A Turning Movements at Intersection of :Faraday Avenue and Cannon Drive Time : to North Approach Faraday Avenue Date : Day : Thursday 0 Total Name : Dan, Zhalen 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 848 a s 1629 7 70s t 781 149 672 710 t 625 38 0 871 A North A p 161 p p p r r 169 0 12 Cannon Drive 0 Subtotals 663 181 Total 844 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/11 8:30 AM 7:30 AM Faraday Avenue at Cannon Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 111111 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 200010120120 Capacity 3800 0 0 0 2000 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 784 0 52 0 0 0 21 787 198 12 365 0 Adjusted Hourly Volume 836 00000219850123650 Utilization Factor 0.22 0.00 0.00 0.00 0.00 0.00 0.01 0.25 0.00 0.01 0.09 0.00 Critical Factors 0.22 0.00 0.00 0.00 0.25 0.01 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :Faraday Avenue and Cannon Drive Time : to North Approach Faraday Avenue Date : Day : Thursday 0 Total Name : Dan, Zhalen 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1170 a s 2176 21 21 0 s t 1006 787 365 377 t 198 12 0 1216 A North A p 839 p p p r r 784 0 52 Cannon Drive 0 Subtotals 210 836 Total 1046 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 53 Intersection Location: Paseo del Norte & Car Country Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Paseo Del NorteFile : 2011 Int #53E/W Street : Car Country DriveData Collected by : Lizzy, DavidCount Date :Day :Traffic Control :Signalized07/28/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1040041131000000100002506:30 AM 006101070000000100101706:45 AM 0010505060000000400003007:00 AM 00168182142000100001105317:15 AM 00186070154000020310105707:30 AM 0034240941912100006025010527:45 AM 0030130923110103009009010808:00 AM 201212032293100111401407428:15 AM* 113517215242731000010017013958:30 AM* 002711011030331000080015010638:45 AM* 103920262311010001110011012339:00 AM* 20371412504512101008032301603Max. 15 min. 2 1 39 24 2 25 4 45731032111132301605Pk. Hr. Vol. 4 1 138 62 5 57 4 148 128401013704560528148:00 AMPeakIntersection Traffic in Pk. Hr. = 528 Peak Hr. Factor0.839:00 AMHourIntersection Pdstrns in Pk. Hr. = 143:45 PM 1028104180604160212140016016074:00 PM 316116425191104801122300400281104:15 PM 2062230212939160143270237028944:30 PM 20571953006695204141702320241144:45 PM 10691803305711240114320118024665:00 PM 4063154150674070220250033023745:15 PM* 60661902617216090320320225027905:30 PM* 71592112617615030320400338029515:45 PM* 1104912219075130400003401122025026:00 PM* 111631811007714050130170328025116:15 PM 16055134122748040350320516024546:30 PM 11158230121591308024020021602300Max. 15 min. 16 1 69 23 5 33 2 93 165904544001140029514Pk. Hr. Vol. 35 2 237 70 4 81 2 300 58 0 21077012301911301075 45:00 PMPeakIntersection Traffic in Pk. Hr. = 1075 Peak Hr. Factor0.916:00 PMHourIntersection Pdstrns in Pk. Hr. = 4Thursday Paseo Del Norte at Car Country Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120110110 Capacity 1800 4000 0 1800 4000 0 1800 2000 0 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 5 138 62 61 148 12 4 1 0 37 4 56 Adjusted Hourly Volume 5 200 0 61 160 041037600 Utilization Factor 0.00 0.05 0.00 0.03 0.04 0.00 0.00 0.00 0.00 0.02 0.03 0.00 Critical Factors 0.05 0.03 0.00 0.03 ICU Ratio = 0.21 LOS = A Turning Movements at Intersection of :Paseo Del Norte and Car Country Drive Time : to North Approach Paseo Del Norte Date : Day : Thursday 423 Total Name : Lizzy, David 221 202 Subtotals 4 Sub -12 148 61 Sub - Totals totals totals Totals W E e20 a s25 0 456s t 5 1 4 97 t 0370217 A North A p 120 p p p r r 5 138 62 Car Country Drive 1 Subtotals 186 205 Total 391 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/11 9:00 AM 8:00 AM Paseo Del Norte at Car Country Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120110110 Capacity 1800 4000 0 1800 4000 0 1800 2000 0 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 37 237 70 83 300 58 21 7 7 123 19 113 Adjusted Hourly Volume 37 307 0 83 358 0 21 14 0 123 132 0 Utilization Factor 0.02 0.08 0.00 0.05 0.09 0.00 0.01 0.01 0.00 0.07 0.07 0.00 Critical Factors 0.08 0.05 0.01 0.07 ICU Ratio = 0.31 LOS = A Turning Movements at Intersection of :Paseo Del Norte and Car Country Drive Time : to North Approach Paseo Del Norte Date : Day : Thursday 814 Total Name : Lizzy, David 441 373 Subtotals 2 Sub -58 300 83 Sub - Totals totals totals Totals W E e 112 a s 147 0 21 113 s t 35 7 19 255 t 7 123 0 413 A North A p 158 p p p r r 37 237 70 Car Country Drive 2 Subtotals 432 344 Total 776 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 54 Intersection Location: College Boulevard & Tamarack Avenue (S) Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : College BoulevardFile : 2011 Int #54E/W Street : Tamarack Avenue (S)Data Collected by : Roxanne, LuciaCount Date :Day :Traffic Control :Signalized07/13/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0032000010540900702004016306:30 AM 004711401281013008010032021716:45 AM 005410001912012008110011028017:00 AM 1074300030362140013011005043027:15 AM 108350202725014009112006140927:30 AM 2078201028951140015190010042527:45 AM* 20138511030010240012014009050618:00 AM* 3012351503171111301221190110053038:15 AM* 301383100241190200013014006045718:30 AM* 311467070232921200141100110045238:45 AM 2011973401971002101131150110040049:00 AM 301134260226100220112013011004212Max. 15 min. 3 1 1467370317192240122119031015304Pk. Hr. Vol. 11 1 545 20 3 13 0 1090 40 3 69 0 1 61 2 57 0 2 35 0 1945 87:30 AMPeakIntersection Traffic in Pk. Hr. = 1945 Peak Hr. Factor0.928:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 7024370901641511402206011047114:00 PM 70303170701811901101206004055804:15 PM 40293110401852031500303003054134:30 PM 903068110216518011007080010155424:45 PM 1003169013016123017027010034057505:00 PM* 40333135501812801801709022060355:15 PM* 150324801101782521401304017059125:30 PM* 1014071001001842612000508016068815:45 PM* 15233313413015929023028211008061666:00 PM 110300190801643311300908019057516:15 PM 1002241046016428218016013025048766:30 PM 6020391501392111002306011004152Max. 15 min. 15 2 407 19 5 13 2 185 33 3 23029213031016886Pk. Hr. Vol. 44 3 1397 44 9 39 0 702 108 3 75 0 4 23 2 32 0 4 23 0 2498 144:45 PMPeakIntersection Traffic in Pk. Hr. = 2498 Peak Hr. Factor0.915:45 PMHourIntersection Pdstrns in Pk. Hr. = 14Wednesday College Boulevard at Tamarack Avenue (S) Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 111111 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120010010 Capacity 1800 4000 0 1800 4000 0 0 2000 0 0 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 12 545 20 13 1090 40 69 1 61 57 2 35 Adjusted Hourly Volume 12 565 0 13 1130 0 0 131 0 0 94 0 Utilization Factor 0.01 0.14 0.00 0.01 0.28 0.00 0.00 0.07 0.00 0.00 0.05 0.00 Critical Factors 0.01 0.28 0.07 0.00 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :College Boulevard and Tamarack Avenue (S) Time : to North Approach College Boulevard Date : Day : Wednesday 1792 Total Name : Roxanne, Lucia 1143 649 Subtotals 0 Sub -40 1090 13 Sub - Totals totals totals Totals W E e53 a s 184 0 69 35 s t 131 1 2 94 t 61 57 0 128 A North A p 34 p p p r r 12 545 20 Tamarack Avenue (S) 1 Subtotals 1209 577 Total 1786 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/13/11 8:30 AM 7:30 AM College Boulevard at Tamarack Avenue (S) Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 111111 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120010010 Capacity 1800 4000 0 1800 4000 0 0 2000 0 0 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 47 1397 44 39 702 108 75 4 23 32 4 23 Adjusted Hourly Volume 47 1441 0 39 810 0 0 102 0 0 59 0 Utilization Factor 0.03 0.36 0.00 0.02 0.20 0.00 0.00 0.05 0.00 0.00 0.03 0.00 Critical Factors 0.36 0.02 0.05 0.00 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :College Boulevard and Tamarack Avenue (S) Time : to North Approach College Boulevard Date : Day : Wednesday 2344 Total Name : Roxanne, Lucia 849 1495 Subtotals 0 Sub - 108 702 39 Sub - Totals totals totals Totals W E e 156 a s 258 0 75 23 s t 102 4 4 59 t 23 32 0 146 A North A p 87 p p p r r 47 1397 44 Tamarack Avenue (S) 3 Subtotals 760 1488 Total 2248 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/13/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 55 Intersection Location: College Boulevard & Carlsbad Village Drive/Peninsula Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : College BoulevardFile : 2011 Int #55E/W Street : Carlsbad Village Drive/Peninsula Drive Data Collected by : Angel, LizzyCount Date :Day :Traffic Control :Signalized07/13/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 10222200111901401210001016336:30 AM 202301001511202200301023021916:45 AM 102200002231802900920004030627:00 AM 3051000128030323001200001040137:15 AM 6045000023532037001901001037607:30 AM* 6047000028931130001000001041417:45 AM* 150710300292432670019500010508108:00 AM* 13076001029248047001510001049318:15 AM* 12071000022549050001901000042708:30 AM 6167001020340078001500001041208:45 AM 8052100019253057111900000038409:00 AM 1007720301805204300140000103820Max. 15 min. 15 1 77233129253378111951024050810Pk. Hr. Vol. 46 0 26503101098 171 3 194 0 0 636100301842 127:15 AMPeakIntersection Traffic in Pk. Hr. = 1842 Peak Hr. Factor0.918:15 AMHourIntersection Pdstrns in Pk. Hr. = 123:45 PM 1101910040976715501830010043544:00 PM 20025530101187205501200021053004:15 PM 22022100609987061021201000051104:30 PM 270229025010177061221501012052324:45 PM 230240100010172057011310026051615:00 PM* 170263132012781365011220000056985:15 PM* 200255113110469061041720001153645:30 PM* 130332304011486077021500000064605:45 PM* 3202651281988326402700001056246:00 PM 23022240209778065031300011150916:15 PM 110167313010371061021510003043926:30 PM 1701463010926505501101003103941Max. 15 min. 32 0 33243811278737724173103616468Pk. Hr. Vol. 82 0 1115 6 6 17 2 443 319 5 267 0 9 514000212313 164:45 PMPeakIntersection Traffic in Pk. Hr. = 2313 Peak Hr. Factor0.905:45 PMHourIntersection Pdstrns in Pk. Hr. = 16Wednesday College Boulevard at Carlsbad Village Drive/Peninsula Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 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 120120201110 Capacity 1800 4000 0 1800 4000 0 3800 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 46 265 0 1 1098 171 194 0 63 1 0 3 Adjusted Hourly Volume 46 265 0 1 1269 0 242 0 68 1 3 0 Utilization Factor 0.03 0.07 0.00 0.00 0.32 0.00 0.06 0.00 0.04 0.00 0.00 0.00 Critical Factors 0.03 0.32 0.06 0.00 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive/Peninsula Drive Time : to North Approach College Boulevard Date : Day : Wednesday 1732 Total Name : Angel, Lizzy 1270 462 Subtotals 0 Sub -171 1098 1 Sub - Totals totals totals Totals W E e 217 a s 474 0 194 3 s t 257 0 0 4 t 63 1 0 5 A North A p 1p p p r r 46 265 0 Carlsbad Village Drive/Peninsula Dr 0 Subtotals 1162 311 Total 1473 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/13/11 8:15 AM 7:15 AM College Boulevard at Carlsbad Village Drive/Peninsula Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120201110 Capacity 1800 4000 0 1800 4000 0 3800 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 82 1115 6 19 443 319 267 9 51 0 0 2 Adjusted Hourly Volume 82 1121 0 19 762 0 276 0 51 0 2 0 Utilization Factor 0.05 0.28 0.00 0.01 0.19 0.00 0.07 0.00 0.03 0.00 0.00 0.00 Critical Factors 0.28 0.01 0.07 0.00 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive/Peninsula Drive Time : to North Approach College Boulevard Date : Day : Wednesday 2167 Total Name : Angel, Lizzy 781 1386 Subtotals 2 Sub -319 443 19 Sub - Totals totals totals Totals W E e 401 a s 728 0 267 2 s t 327 9 0 2 t 51 0 0 34 A North A p 32 p p p r r 82 1115 6 Carlsbad Village Drive/Peninsula Drive 0 Subtotals 494 1203 Total 1697 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/13/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 56 Intersection Location: College Boulevard & Faraday Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : College BoulevardFile : 2011 Int #56E/W Street : Faraday AvenueData Collected by : Zhelan, LizzyCount Date :Day :Traffic Control :Signalized07/14/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 6014190801490411341130313113926:30 AM 4 0 10 14 0 8 0 19 15 1 3 0 25 10 1 21 0 36 3 0 168 26:45 AM 1302516111118804019102280513020737:00 AM 19 0 24 30 0 37 0 43 17 0 3 0 39 11 1 32 0 61 7 0 323 17:15 AM 26 0 28 31 1 18 0 30 11 0 7 0 44 18 0 19 0 65 14 0 311 17:30 AM 28 0 17 47 0 29 0 47 18 0 6 0 65 49 0 38 0 89 14 2 447 27:45 AM* 40 0 35 57 1 46 0 39 30 2 12 0 82 16 1 39 0 86 21 3 503 78:00 AM* 45 0 48 73 4 57 0 55 28 2 18 0 92 15 5 33 0 107 17 2 588 138:15 AM* 36 0 55 82 2 34 1 44 29 0 11 0 59 29 1 46 0 108 13 1 547 48:30 AM* 56 0 37 71 0 24 0 42 23 1 7 0 79 15 0 31 0 85 7 4 477 58:45 AM 31 0 39 59 0 34 0 40 20 0 13 0 75 23 2 30 0 98 5 0 467 29:00 AM 44 1 38 55 0 19 1 60 25 0 10 1 73 14 1 40 0 76 10 1 467 2Max. 15 min. 56 1 55 82 4 57 1 60 30 2 18 1 92 49 5 46 0 108 21 4 588 13Pk. Hr. Vol. 177 0 175 283 7 161 1 180 110 5 48 0 312 75 7 149 0 386 58 10 2115 297:30 AMPeakIntersection Traffic in Pk. Hr. = 2115 Peak Hr. Factor0.908:30 AMHourIntersection Pdstrns in Pk. Hr. = 293:45 PM 1006619060306070592224006221034824:00 PM 20 0 44 20 0 5 0 41 11 0 6 0 56 19 0 47 0 51 27 0 347 04:15 PM 18 0 64 34 1 3 0 37 6 0 13 0 87 24 1 74 0 65 34 1 459 34:30 PM 16 0 46 21 0 3 0 32 7 0 13 0 69 27 0 53 0 77 26 0 390 04:45 PM* 27 0 80 31 0 1 0 45 8 1 15 0 109 38 0 78 0 74 36 0 542 15:00 PM* 16 0 63 36 1 6 0 37 8 3 12 0 85 39 2 87 0 88 33 1 510 75:15 PM* 34 0 91 35 0 4 0 34 12 0 13 0 135 61 1 88 0 130 67 0 704 15:30 PM* 20 0 76 33 0 3 0 53 22 1 16 0 100 46 2 73 0 80 41 3 563 65:45 PM 15 0 59 35 0 1 0 28 7 0 17 0 92 48 0 82 0 104 37 0 525 06:00 PM 22046250303690401054115207827044816:15 PM 22 0 45 28 4 3 0 30 4 0 11 0 75 32 0 52 0 49 32 0 383 46:30 PM 7 1 37 22 0 4 0 38 3 0 13 0 56 22 0 45 0 49 13 0 310 0Max. 15 min. 34 1 91 36 4 6 0 53 22 3 17 0 135 61 2 88 0 130 67 3 704 7Pk. Hr. Vol. 97 0 310 135 1 14 0 169 50 5 56 0 429 184 5 326 0 372 177 4 2319 154:30 PMPeakIntersection Traffic in Pk. Hr. = 2319 Peak Hr. Factor0.825:30 PMHourIntersection Pdstrns in Pk. Hr. = 15Thursday College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 220220120120 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 177 175 283 162 180 110 48 312 75 149 386 58 Adjusted Hourly Volume 177 458 0 162 290 0 48 387 0 149 444 0 Utilization Factor 0.05 0.11 0.00 0.05 0.07 0.00 0.03 0.10 0.00 0.08 0.11 0.00 Critical Factors 0.11 0.05 0.10 0.08 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 734 Total Name : Zhelan, Lizzy 452 282 Subtotals 1 Sub -110 180 162 Sub - Totals totals totals Totals W E e 673 a s 1108 0 48 58 s t 435 312 386 593 t 75 149 0 1349 A North A p 756 p p p r r 177 175 283 Faraday Avenue 0 Subtotals 404 635 Total 1039 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 8:30 AM 7:30 AM College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 220220120120 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 97 310 135 14 169 50 56 429 184 326 372 177 Adjusted Hourly Volume 97 445 0 14 219 0 56 613 0 326 549 0 Utilization Factor 0.03 0.11 0.00 0.00 0.05 0.00 0.03 0.15 0.00 0.18 0.14 0.00 Critical Factors 0.11 0.00 0.15 0.18 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 776 Total Name : Zhelan, Lizzy 233 543 Subtotals 0 Sub -50 169 14 Sub - Totals totals totals Totals W E e 519 a s 1188 0 56 177 s t 669 429 372 875 t 184 326 0 1453 A North A p 578 p p p r r 97 310 135 Faraday Avenue 0 Subtotals 679 542 Total 1221 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/11 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 57 Intersection Location: I-5/Carlsbad Village Drive Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2011 Int #57E/W Street : Carlsbad Village Drive Data Collected by : Dan, MilesCount Date : Day :Traffic Control :Signalized07/20/11Weather : CloudySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 000006002700026150320270113316:30 AM 0000012002600042361380450119926:45 AM 000009063600053481390600325147:00 AM 0000016003500048472530600125937:15 AM 0000011023700070411440920229737:30 AM 0000010004200082654510830033347:45 AM 00000100052000895834601140336968:00 AM 00000160163000966114701340041818:15 AM* 000002001850001095126101480147538:30 AM* 000001800510001026024201350040828:45 AM* 00000200072000967225001480145839:00 AM* 0000024009300094810360218055465Max. 15 min.00000240693000109814610218055466Pk. Hr. Vol.00000820130100040126461890649071887 138:00 AMPeakIntersection Traffic in Pk. Hr. = 1887 Peak Hr. Factor0.869:00 AMHourIntersection Pdstrns in Pk. Hr. = 133:45 PM 0000024008400020810833401950665394:00 PM 0000025001100001818344501960264064:15 PM 00000210010300021477848017202635104:30 PM 00000290176000238122734016506665134:45 PM 0000022028600019586539015406584115:00 PM* 0000028007600022810332801960065935:15 PM* 0000023027000022210125301820365355:30 PM* 000002700930001871081038018900642105:45 PM* 000003100960002009252801930464096:00 PM 000002801930002109532701660462076:15 PM 0000020017400024511673001680165486:30 PM 000002001780001851064340157025816Max. 15 min.000003102110000245122105301960666513Pk. Hr. Vol.0000010902335000837404201470760072594 274:45 PMPeakIntersection Traffic in Pk. Hr. = 2594 Peak Hr. Factor0.985:45 PMHourIntersection Pdstrns in Pk. Hr. = 27Wednesday I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 000011020120 Capacity 00002000 1800 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 82 1 301 0 401 264 189 649 0 Adjusted Hourly Volume 000083301066501896490 Utilization Factor 0.00 0.00 0.00 0.00 0.04 0.17 0.00 0.17 0.00 0.11 0.16 0.00 Critical Factors 0.00 0.17 0.17 0.11 ICU Ratio = 0.55 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 : Wednesday 384 Total Name : Dan, Miles 384 0 Subtotals 0 Sub -301 1 82 Sub - Totals totals totals W E e 950 a s 1615 0 00s t 665 401 649 838 t 264 189 0 1321 A North A p 483 p p p r r 000 Carlsbad Village Drive 0 Subtotals 454 0 Total 454 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/11 9:00 AM 8:00 AM I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 11 1 5 6 Outside 7 Free-flow Lane Settings 000011020120 Capacity 00002000 1800 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 0 109 2 335 0 837 404 147 760 0 Adjusted Hourly Volume 000011133501241 0 147 760 0 Utilization Factor 0.00 0.00 0.00 0.00 0.06 0.19 0.00 0.31 0.00 0.08 0.19 0.00 Critical Factors 0.19 0.31 0.08 ICU Ratio = 0.68 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 : Wednesday 446 Total Name : Dan, Miles 446 0 Subtotals 0 Sub -335 2 109 Sub - Totals totals totals W E e 1095 a s 2336 0 00s t 1241 837 760 907 t 404 147 0 1853 A North A p 946 p p p r r 000 Carlsbad Village Drive 0 Subtotals 553 0 Total 553 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 58 Intersection Location: I-5/Carlsbad Village Drive Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2011 Int #58E/W Street : Carlsbad Village Drive Data Collected by : Joe, LizzyCount Date :Day :Traffic Control :Signalized07/20/11Weather : CloudySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1000110000001701200004822212026:30 AM 1500200000003301900006821017606:45 AM 140090000003802401008329319747:00 AM 2500180000003702902008724122037:15 AM 22001500000050033020010924225347:30 AM 3501241000005403404009832027857:45 AM 47011900000060036020010127329158:00 AM 55003010000052050010011933133938:15 AM* 64012800000074055000013718337738:30 AM* 70003000000052065000012523236528:45 AM* 82003700000054055020011926037329:00 AM* 10601461000004506700001342354226Max. 15 min. 106 0 1 461000007406704001373354226Pk. Hr. Vol. 322 0 2 1411000002250242020051590101537 138:00 AMPeakIntersection Traffic in Pk. Hr. = 1537 Peak Hr. Factor0.919:00 AMHourIntersection Pdstrns in Pk. Hr. = 133:45 PM 1010145000000950125020013030652784:00 PM 106027100000098099010012837154124:15 PM 9001480000001110115050012431252074:30 PM 86014400000011501240400107266503104:45 PM 650060000000960123020011621348155:00 PM* 8501482000001100124000015440056225:15 PM* 7801560000001090118050012838152865:30 PM* 710052000000950124060015823052365:45 PM* 760059100000760141010015434254046:00 PM 68006400000083013702009532447966:15 PM 630149000000890129040012226047946:30 PM 94006810000010401100500882214867Max. 15 min. 106 0 2 712000001150141060015840656210Pk. Hr. Vol. 310 0 2 21530000039005070120059413532153 184:45 PMPeakIntersection Traffic in Pk. Hr. = 2153 Peak Hr. Factor0.965:45 PMHourIntersection Pdstrns in Pk. Hr. = 18Wednesday I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 011000120020 Capacity 0 2000 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 322 2 141 0 0 0 225 242 0 0 515 90 Adjusted Hourly Volume 0 324 141 0 0 0 225 242 0 0 605 0 Utilization Factor 0.00 0.16 0.08 0.00 0.00 0.00 0.13 0.06 0.00 0.00 0.15 0.00 Critical Factors 0.16 0.00 0.13 0.15 ICU Ratio = 0.54 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 : Wednesday 317 Total Name : Joe, Lizzy 0 317 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 837 a s 1304 0 225 90 s t 467 242 515 605 t 000988 A North A p 383 p p p r r 322 2 141 Carlsbad Village Drive 0 Subtotals 0 465 Total 465 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/11 9:00 AM 8:00 AM I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 11 5 6 Outside 7 Free-flow Lane Settings 011000120020 Capacity 0 2000 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 310 2 215 0 0 0 390 507 0 0 594 135 Adjusted Hourly Volume 0 312 215 0 0 0 390 507 0 0 729 0 Utilization Factor 0.00 0.16 0.12 0.00 0.00 0.00 0.22 0.13 0.00 0.00 0.18 0.00 Critical Factors 0.16 0.00 0.22 0.18 ICU Ratio = 0.66 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 : Wednesday 527 Total Name : Joe, Lizzy 0 527 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 904 a s 1801 0 390 135 s t 897 507 594 729 t 0001451 A North A p 722 p p p r r 310 2 215 Carlsbad Village Drive 0 Subtotals 0 527 Total 527 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/20/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 59 Intersection Location: I-5/Tamarack Avenue Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) AM P kH ICUA l i d P 2A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2011 Int #59E/W Street : Tamarack AvenueData Collected by : David, SalvadorCount Date :Day :Traffic Control :Signalized07/19/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0000010011500034550450220018206:30 AM 0000016002200042671500250022216:45 AM 000009003300039700610340224627:00 AM 0000020003100046832600390227947:15 AM 0000017003600058922740460032327:30 AM 0000022003800062880730500033307:45 AM 0000023004200057852650500332258:00 AM* 00000300136000751002640620636888:15 AM* 0000019003100064870790650534558:30 AM* 00000260036000801071720510237238:45 AM* 0000015013800072910830690136919:00 AM 000003200340005086373071003463Max. 15 min.0000032014200080107383071063728Pk. Hr. Vol.000009002141000291385329802470141454 177:45 AMPeakIntersection Traffic in Pk. Hr. = 1454 Peak Hr. Factor0.988:45 AMHourIntersection Pdstrns in Pk. Hr. = 173:45 PM 00000360047000716564908705355114:00 PM 0000054004700081596591970039864:15 PM 00000430059000925814601200241834:30 PM 000005500610001064554901010141764:45 PM 00000370057000116670600970343435:00 PM 00000320054000985034501220340165:15 PM* 000004701560001255804301080143815:30 PM* 00000550065000975915801100444455:45 PM* 00000380063000986804801170343236:00 PM* 000003901550001005405001220042106:15 PM 00000330064000925403601030238226:30 PM 000004200531009959052096064017Max. 15 min.000005501651001256866011220644411Pk. Hr. Vol.000001790223900042023911990457081735 95:00 PMPeakIntersection Traffic in Pk. Hr. = 1735 Peak Hr. Factor0.986:00 PMHourIntersection Pdstrns in Pk. Hr. = 9Tuesday I-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 411 51 6 Outside 7 Free-flow Lane Settings 000011021120 Capacity 00002000 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 90 2 141 0 291 385 298 247 0 Adjusted Hourly Volume 00009214102913852982470 Utilization Factor 0.00 0.00 0.00 0.00 0.05 0.08 0.00 0.07 0.21 0.17 0.06 0.00 Critical Factors 0.00 0.08 0.21 0.17 ICU Ratio = 0.56 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 233 Total Name : David, Salvador 233 0 Subtotals 0 Sub -141 2 90 Sub - Totals totals totals Totals W E e 388 a s 1064 0 00s t 676 291 247 545 t 385 298 0 926 A North A p 381 p p p r r 000 Tamarack Avenue 0 Subtotals 685 0 Total 685 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/11 8:45 AM 7:45 AM I-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow Lane Settings 000011021120 Capacity 00002000 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 0 179 2 239 0 420 239 199 457 0 Adjusted Hourly Volume 000018123904202391994570 Utilization Factor 0.00 0.00 0.00 0.00 0.09 0.13 0.00 0.11 0.13 0.11 0.11 0.00 Critical Factors 0.00 0.13 0.13 0.11 ICU Ratio = 0.47 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 420 Total Name : David, Salvador 420 0 Subtotals 0 Sub -239 2 179 Sub - Totals totals totals Totals W E e 696 a s 1355 0 00s t 659 420 457 656 t 239 199 0 1255 A North A p 599 p p p r r 000 Tamarack Avenue 0 Subtotals 440 0 Total 440 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 60 Intersection Location: I-5/Tamarack Avenue Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2011 Int #60E/W Street : Tamarack AvenueData Collected by : Dan, MilesCount Date : Day :Traffic Control :Signalized07/19/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1400250000002502100005922016606:30 AM 900170000003602201006127017216:45 AM 1500120000003301900008149220927:00 AM 1900330000003003702008235223647:15 AM 19002900000043036010010565029717:30 AM 2500320000004804102009545028627:45 AM 19014000000047048010010754231638:00 AM* 3600610000004106501009858535968:15 AM* 43004300000032049000010839531458:30 AM* 21005700000038058010010249232538:45 AM* 28013700000041044000012465334039:00 AM 3101560000002805602001115413373Max. 15 min. 43 0 1 610000004806502001246553596Pk. Hr. Vol. 128 0 1 19800000015202160200432211151338 177:45 AMPeakIntersection Traffic in Pk. Hr. = 1338 Peak Hr. Factor0.938:45 AMHourIntersection Pdstrns in Pk. Hr. = 173:45 PM 590011200000043079080080335406134:00 PM 600012000000034093040011447246864:15 PM 63008000000042097050010229241374:30 PM 5700106000000490110060089494460104:45 PM 560112200000057010002009940647585:00 PM 600010600000033092010010541243735:15 PM* 5800117100000390125030010144248465:30 PM* 57011060000004401140300113418476115:45 PM* 68001240000003709501009848347046:00 PM* 640013400000046097000010035047606:15 PM 75001360000003808701006335343446:30 PM 470011300000036010600001093854495Max. 15 min. 75 0 1 136100000570125080011449848413Pk. Hr. Vol. 247 0 1 48110000016604310700412168131906 215:00 PMPeakIntersection Traffic in Pk. Hr. = 1906 Peak Hr. Factor0.986:00 PMHourIntersection Pdstrns in Pk. Hr. = 21Tuesday I-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 011000120020 Capacity 0 2000 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 128 1 198 0 0 0 152 216 0 0 432 211 Adjusted Hourly Volume 0 129 198 0 0 0 152 216 0 0 643 0 Utilization Factor 0.00 0.06 0.11 0.00 0.00 0.00 0.08 0.05 0.00 0.00 0.16 0.00 Critical Factors 0.11 0.00 0.08 0.16 ICU Ratio = 0.45 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 364 Total Name : Dan, Miles 0 364 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 560 a s 928 0 152 211 s t 368 216 432 643 t 0001057 A North A p 414 p p p r r 128 1 198 Tamarack Avenue 0 Subtotals 0 327 Total 327 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/11 8:45 AM 7:45 AM I-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 11 5 6 Outside 7 Free-flow Lane Settings 011000120020 Capacity 0 2000 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 247 1 481 0 0 0 166 431 0 0 412 168 Adjusted Hourly Volume 0 248 481 0 0 0 166 431 0 0 580 0 Utilization Factor 0.00 0.12 0.27 0.00 0.00 0.00 0.09 0.11 0.00 0.00 0.15 0.00 Critical Factors 0.27 0.00 0.09 0.15 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :I-5 Northbound Ramps and Tamarack Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 335 Total Name : Dan, Miles 0 335 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 659 a s 1256 0 166 168 s t 597 431 412 580 t 0001492 A North A p 912 p p p r r 247 1 481 Tamarack Avenue 0 Subtotals 0 729 Total 729 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/19/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 61 Intersection Location: I-5/Cannon Road Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2011 Int #61E/W Street : Cannon RoadData Collected by : Miles, DanCount Date : Day :Traffic Control :Signalized07/21/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 000003901190001881470240015616:30 AM 000004700300003070590280020106:45 AM 000007700470003772690480028527:00 AM 0000014700360004981900610139127:15 AM 0000010700500004362830370032627:30 AM 00000146006300060141650570040517:45 AM* 00000162007700090152650800048928:00 AM* 00000238018700097152450530253648:15 AM* 0000017600740009682520770148338:30 AM* 00000168007000094150740750149618:45 AM 00000138018200058131490660040719:00 AM 000001800070000883159075014752Max. 15 min.0000023801870009715290080025364Pk. Hr. Vol.00000744013080003775362360285042004 107:30 AMPeakIntersection Traffic in Pk. Hr. = 2004 Peak Hr. Factor0.938:30 AMHourIntersection Pdstrns in Pk. Hr. = 103:45 PM 00000810031000126240920950144914:00 PM 00000108014400013180720960046004:15 PM 000008800420001042508601170046204:30 PM 0000090002800011517111601080047414:45 PM 000009402320009927211101180248345:00 PM* 000009401530001132311320950051115:15 PM* 00000104013900015515213401430059125:30 PM* 0000089003900012219213801300153735:45 PM* 0000093013400012414111601320151426:00 PM 0000087013400010819012801030248026:15 PM 00000670331000749110501110140026:30 PM 000006900250007421185080003541Max. 15 min.0000010803530001552721380143025914Pk. Hr. Vol.00000380031650005147165200500022153 84:45 PMPeakIntersection Traffic in Pk. Hr. = 2153 Peak Hr. Factor0.915:45 PMHourIntersection Pdstrns in Pk. Hr. = 8Thursday I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 411 5 6 Outside 7 Free-flow Lane Settings 000201021220 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 744 1 308 0 377 53 236 285 0 Adjusted Hourly Volume 0 0 0 745 0 308 0 377 53 236 285 0 Utilization Factor 0.00 0.00 0.00 0.21 0.00 0.17 0.00 0.09 0.03 0.07 0.07 0.00 Critical Factors 0.00 0.00 0.21 0.09 0.07 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 : Thursday 1053 Total Name : Miles, Dan 1053 0 Subtotals 0 Sub -308 1 744 Sub - Totals totals totals Totals W E e 593 a s 1023 0 00s t 430 377 285 521 t 53 236 0 1642 A North A p 1121 p p p r r 000 Cannon Road 0 Subtotals 290 0 Total 290 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 8:30 AM 7:30 AM I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 1 5 6 Outside 7 Free-flow Lane Settings 000201021220 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 380 3 165 0 514 71 520 500 0 Adjusted Hourly Volume 0 0 0 383 0 165 0 514 71 520 500 0 Utilization Factor 0.00 0.00 0.00 0.11 0.00 0.09 0.00 0.13 0.04 0.14 0.13 0.00 Critical Factors 0.00 0.00 0.11 0.13 0.14 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 548 Total Name : Miles, Dan 548 0 Subtotals 0 Sub -165 3 380 Sub - Totals totals totals Totals W E e 665 a s 1250 0 00s t 585 514 500 1020 t 71 520 0 1914 A North A p 894 p p p r r 000 Cannon Road 0 Subtotals 594 0 Total 594 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 62 Intersection Location: I-5/Cannon Road Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) AM P kH ICUA l i d P 2A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2011 Int #62E/W Street : Cannon RoadData Collected by : Zhelan, LizzyCount Date :Day :Traffic Control :Signalized07/21/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1001200000001104600002913113016:30 AM 1200310000001706101005319019316:45 AM 2000420000001209803008631028937:00 AM 240084000000270172010110425043717:15 AM 140269000000140132020011230037327:30 AM 160187000000140190020010227043727:45 AM* 180081000000190229010012833050818:00 AM* 130114400000020031503009730062038:15 AM* 1801144000000300241020012442060028:30 AM* 1901132000000280230010012546258138:45 AM 1603115000000270161010011556049319:00 AM 220010200000030023201011106405611Max. 15 min. 24 0 3 14400000030031503011286426203Pk. Hr. Vol. 68 0 3 5010000009701015070047415122309 97:30 AMPeakIntersection Traffic in Pk. Hr. = 2309 Peak Hr. Factor0.938:30 AMHourIntersection Pdstrns in Pk. Hr. = 93:45 PM 29031000000006711350000135172264224:00 PM 3506930000005701780000134159066204:15 PM 3604900000006001390000164215070804:30 PM 2702900000004601580100188192070314:45 PM 31011050000003901480200199191071425:00 PM* 13001040000005601580100192203072615:15 PM* 3202960000007701740200233246186035:30 PM* 4302770000005901650200192202074025:45 PM* 4002990000005601470100184204373246:00 PM 29021050000004901490000179160267326:15 PM 31021060000004101130100169193065516:30 PM 120068000000330104010014014905061Max. 15 min. 43 0 6 106000000771178020023324638604Pk. Hr. Vol. 128 0 6 3760000002480644060080185543058 104:45 PMPeakIntersection Traffic in Pk. Hr. = 3058 Peak Hr. Factor0.895:45 PMHourIntersection Pdstrns in Pk. Hr. = 10Thursday I-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 41 1 1 51 6 Outside 7 Free-flow Lane Settings 01200022001.51.5 Capacity 0 2000 3600 0 0 0 3600 4000 0 0 3000 2800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 68 3 501 0 0 0 97 1015 0 0 474 151 Adjusted Hourly Volume 0 71 501 0 0 0 97 1015 0 0 474 151 Utilization Factor 0.00 0.04 0.14 0.00 0.00 0.00 0.03 0.25 0.00 0.00 0.16 0.05 Critical Factors 0.14 0.00 0.25 0.00 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Cannon Road Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 251 Total Name : Zhelan, Lizzy 0 251 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 542 a s 1654 0 97 151 s t 1112 1015 474 625 t 0002141 A North A p 1516 p p p r r 68 3 501 Cannon Road 0 Subtotals 0 572 Total 572 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 8:30 AM 7:30 AM I-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 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 01200022001.51.5 Capacity 0 2000 3600 0 0 0 3600 4000 0 0 3000 2800 Are 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 6 376 0 0 0 248 644 0 0 801 855 Adjusted Hourly Volume 0 134 376 0 0 0 248 644 0 0 801 855 Utilization Factor 0.00 0.07 0.10 0.00 0.00 0.00 0.07 0.16 0.00 0.00 0.27 0.31 Critical Factors 0.10 0.00 0.07 0.31 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Cannon Road Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 1109 Total Name : Zhelan, Lizzy 0 1109 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 929 a s 1821 0 248 855 s t 892 644 801 1656 t 0002676 A North A p 1020 p p p r r 128 6 376 Cannon Road 0 Subtotals 0 510 Total 510 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 63 Intersection Location: I-5/Palomar Airport Road Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2011 Int #63E/W Street : Palomar Airport RoadData Collected by : Mary Rose, RheaCount Date :Day :Traffic Control :Signalized08/09/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0000057002800020140004550221426:30 AM 0000078003000030190004759226326:45 AM 00000100003300044153008374034937:00 AM 000001450054000522210090101146427:15 AM 00000118004700068121008773040517:30 AM 000001500062000103260008776150417:45 AM 00000167015700095253009760050238:00 AM* 0000022700760001052300014089066008:15 AM* 0000014401650001082510012180154428:30 AM* 000001680063000972400012074254628:45 AM* 000001750153000111172009675052829:00 AM 0000017701550009726100998915442Max. 15 min.0000022701760001112630014010126603Pk. Hr. Vol.00000714022570004218930047731832278 67:45 AMPeakIntersection Traffic in Pk. Hr. = 2278 Peak Hr. Factor0.868:45 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 00000149003100012943100171286080914:00 PM 00000153004300013361200161284083524:15 PM 00000157013800018157000167284088504:30 PM 00000144014100013553000160298083204:45 PM 00000143004200019446000157258084005:00 PM 00000128003400013459000127268075005:15 PM* 00000134003500019455000172325091505:30 PM* 00000156004300019767000202287095205:45 PM* 00000174003100016464000171281188516:00 PM* 00000158003000016160000194275287826:15 PM 00000145002300013454000144288278826:30 PM 0000010600230001834600014823007360Max. 15 min.0000017401430001976720020232529522Pk. Hr. Vol.00000622001390007162460007391168 3 3630 35:00 PMPeakIntersection Traffic in Pk. Hr. = 3630 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 3Tuesday I-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 Config - (left) 2 1 urations 3 1 1 1 411 511 6 Outside 7 Free-flow 1 Lane Settings 000201030020 Capacity 0 0 0 3600 0 1800 0 6000 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 0 0 0 714 2 257 0 421 89 0 477 318 Adjusted Hourly Volume 0 0 0 714 2 257 0 510 0 0 477 0 Utilization Factor 0.00 0.00 0.00 0.20 0.00 0.14 0.00 0.09 0.00 0.00 0.12 0.00 Critical Factors 0.00 0.00 0.20 0.00 0.12 ICU Ratio = 0.42 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 1291 Total Name : Mary Rose, Rhea 973 318 Subtotals 0 Sub -257 2 714 Sub - Totals totals totals Totals W E e 734 a s 1244 0 0 318 s t 510 421 477 795 t 89 0 0 1930 A North A p 1135 p p p r r 000 Palomar Airport Road 0 Subtotals 91 0 Total 91 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/09/11 8:45 AM 7:45 AM I-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 Config - (left) 2 1 urations 3 1 1 1 4 1 1 5 11 6 Outside 7 Free-flow 1 Lane Settings 000201030020 Capacity 0 0 0 3600 0 1800 0 6000 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 0 0 0 622 0 139 0 716 246 0 739 1168 Adjusted Hourly Volume 0 0 0 622 0 139 0 962 0 0 739 0 Utilization Factor 0.00 0.00 0.00 0.17 0.00 0.08 0.00 0.16 0.00 0.00 0.18 0.00 Critical Factors 0.00 0.00 0.17 0.00 0.18 ICU Ratio = 0.45 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 1929 Total Name : Mary Rose, Rhea 761 1168 Subtotals 0 Sub -139 0 622 Sub - Totals totals totals Totals W E e 878 a s 1840 0 0 1168 s t 962 716 739 1907 t 246 0 0 3245 A North A p 1338 p p p r r 000 Palomar Airport Road 0 Subtotals 246 0 Total 246 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/09/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 64 Intersection Location: I-5/Palomar Airport Road Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of : N/S Street : I-5 Northbound RampsFile : 2011 Int #64E/W Street : Palomar Airport RoadData Collected by : Angel, OscarCount Date :Day :Traffic Control : Signalized08/09/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 10 0 0 110000000507100007847132116:30 AM 21 0 0 14900000010010401009961044416:45 AM 18 0 0 16300000060149020014374255347:00 AM 33 0 0 27600000061183000014364070607:15 AM 29 0 0 218000000170166020013787065427:30 AM 30 0 0 2790000001702430100127105180127:45 AM 38 0 0 304000000180265010013094084918:00 AM * 48 0 1 404000000150297000017912701071 08:15 AM * 37 0 0 294000000290239000016394185618:30 AM * 46 0 0 313000000170234000014479283328:45 AM * 28 0 0 3340000002602660000153129093609:00 AM 43 0 0 317000000170239000014811318771Max. 15 min. 48 0 1 404000000291297020017912921071 4Pk. Hr. Vol. 159 0 1 13450000008701036000063942933696 37:45 AM PeakIntersection Traffic in Pk. Hr. = 3696 Peak Hr. Factor0.868:45 AM Hour Intersection Pdstrns in Pk. Hr. = 33:45 PM 33 0 0 173000000360260020037820501085 24:00 PM 26 0 1 202000000440239020039320601111 24:15 PM 26 0 1 173000000490281000040323501168 04:30 PM 26 0 0 163000000310243000043223801133 04:45 PM 21 0 0 182000000720286010039423801193 15:00 PM 20 0 2 173000000370217000037523531059 35:15 PM * 28 0 0 159000000800270000046926201268 05:30 PM * 20 0 1 163000000490324000046923701263 05:45 PM * 22 0 0 150000000510295010043021411162 26:00 PM * 31 0 0 167000000480272000043819921155 26:15 PM 31 0 0 178000000490233000040120801100 06:30 PM 23 0 0 136000000570226010035519009871Max. 15 min. 33 0 2 202000000800324020046926231268 3Pk. Hr. Vol. 101 0 1 6390000002280116101001806 912 3 4848 45:00 PM PeakIntersection Traffic in Pk. Hr. = 4848 Peak Hr. Factor0.966:00 PM Hour Intersection Pdstrns in Pk. Hr. = 4Tuesday I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 41 1 1 511 6 1 Outside 7 1 Free-flow Lane Settings 012000130032 Capacity 0 2000 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 159 1 1345 0 0 0 87 1036 0 0 639 429 Adjusted Hourly Volume 0 160 1345 0 0 0 87 1036 0 0 639 429 Utilization Factor 0.00 0.08 0.37 0.00 0.00 0.00 0.05 0.17 0.00 0.00 0.11 0.12 Critical Factors 0.37 0.00 0.17 0.00 ICU Ratio = 0.64 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 517 Total Name : Angel, Oscar 0 517 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 798 a s 1921 0 87 429 s t 1123 1036 639 1068 t 0003449 A North A p 2381 p p p r r 159 1 1345 Palomar Airport Road 0 Subtotals 0 1505 Total 1505 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/09/11 8:45 AM 7:45 AM I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 5 1 1 6 1 Outside 7 1 Free-flow Lane Settings 012000130032 Capacity 0 2000 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 101 1 639 0 0 0 228 1161 0 0 1806 912 Adjusted Hourly Volume 0 102 639 0 0 0 228 1161 0 0 1806 912 Utilization Factor 0.00 0.05 0.18 0.00 0.00 0.00 0.13 0.19 0.00 0.00 0.30 0.25 Critical Factors 0.18 0.00 0.13 0.30 ICU Ratio = 0.71 LOS = C Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 1141 Total Name : Angel, Oscar 0 1141 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1907 a s 3296 0 228 912 s t 1389 1161 1806 2718 t 0004518 A North A p 1800 p p p r r 101 1 639 Palomar Airport Road 0 Subtotals 0 741 Total 741 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/09/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 65 Intersection Location: I-5/Poinsettia Lane Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2011 Int #65E/W Street : Poinsettia Lane Data Collected by : Santos, RoxanneCount Date : Day :Traffic Control :Signalized08/10/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0000011021600015112520510015826:30 AM 0000015001800023190680450118816:45 AM 0000022002000040234910650326177:00 AM 00000200032000402801210750631667:15 AM 00000270126000483311160800233137:30 AM 000004101330005328311001020136847:45 AM 000004000400007534110111070339848:00 AM 000004902520009225110601300745688:15 AM* 000005500430008233011101640148818:30 AM* 000004500520006933212201680348958:45 AM* 0000049005900010346211902100258649:00 AM* 0000056014900015131812401910460312Max. 15 min.0000056025900015146812412100760312Pk. Hr. Vol.00000205012030004051431247607330102166 228:00 AMPeakIntersection Traffic in Pk. Hr. = 2166 Peak Hr. Factor0.909:00 AMHourIntersection Pdstrns in Pk. Hr. = 223:45 PM 0000063014300014935110101520054414:00 PM 0000065014800015834411001600357674:15 PM 0000064004600015344511101650158364:30 PM 00000820140000171409134014101609104:45 PM 0000082005200014747114101290759885:00 PM 00000750036000139305130017105581105:15 PM* 0000071025900019948315601510368665:30 PM* 00000920062000184518195019802782105:45 PM* 0000086003800018239215701980270046:00 PM* 00000700055000173367136315107624146:15 PM 0000080003900012840413501630458586:30 PM 000006500500001565629501440856610Max. 15 min.0000092026200019956919531980878214Pk. Hr. Vol.00000319022140007381742064436980142792 345:00 PMPeakIntersection Traffic in Pk. Hr. = 2792 Peak Hr. Factor0.896:00 PMHourIntersection Pdstrns in Pk. Hr. = 34Wednesday I-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 000201021220 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 205 1 203 0 405 143 476 733 0 Adjusted Hourly Volume 0 0 0 206 0 203 0 405 143 476 733 0 Utilization Factor 0.00 0.00 0.00 0.06 0.00 0.11 0.00 0.10 0.08 0.13 0.18 0.00 Critical Factors 0.00 0.11 0.10 0.13 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Poinsettia Lane Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 409 Total Name : Santos, Roxanne 409 0 Subtotals 0 Sub -203 1 205 Sub - Totals totals totals Totals W E e 936 a s 1484 0 00s t 548 405 733 1209 t 143 476 0 1819 A North A p 610 p p p r r 000 Poinsettia Lane 0 Subtotals 620 0 Total 620 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 9:00 AM 8:00 AM I-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 000201021220 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 319 2 214 0 738 174 644 698 0 Adjusted Hourly Volume 0 0 0 321 0 214 0 738 174 644 698 0 Utilization Factor 0.00 0.00 0.00 0.09 0.00 0.12 0.00 0.18 0.10 0.18 0.17 0.00 Critical Factors 0.00 0.12 0.18 0.18 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Poinsettia Lane Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 535 Total Name : Santos, Roxanne 535 0 Subtotals 0 Sub -214 2 319 Sub - Totals totals totals Totals W E e 912 a s 1824 0 00s t 912 738 698 1342 t 174 644 3 2402 A North A p 1060 p p p r r 000 Poinsettia Lane 0 Subtotals 817 0 Total 817 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 66 Intersection Location: I-5/Poinsettia Lane Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2011 Int #66E/W Street : Poinsettia Lane Data Collected by : Angel, OscarCount Date :Day :Traffic Control :Signalized08/10/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 700230000001002102009327018126:30 AM 1501360000009029000010149224026:45 AM 22004300000023045030013944331667:00 AM 24017500000017048000016875140817:15 AM 25007000000017060010017055439757:30 AM 320110000000020077010018877149527:45 AM 290012100000024092000017274251228:00 AM 47001801000002901160300200100267268:15 AM* 81010274000000191105000019079075908:30 AM* 9906287000000190115030019077479378:45 AM* 9303224000000211112020024772277349:00 AM* 5904192000000450168070024579579212Max. 15 min. 99 0 10 2871000004511680700247100579312Pk. Hr. Vol. 332 0 23 977000000104250001200872307113117 238:00 AMPeakIntersection Traffic in Pk. Hr. = 3117 Peak Hr. Factor0.989:00 AMHourIntersection Pdstrns in Pk. Hr. = 233:45 PM 33007200000022095010017367146224:00 PM 7001116000000500183010021549168424:15 PM 7203138000000482154000020458067904:30 PM 520012400000040018301000226753700134:45 PM 3300100000000370220040023668369475:00 PM* 5801157000000381184030024061374065:15 PM* 5800121000000490213050025768376685:30 PM* 63011390000005502410800300623861115:45 PM* 6700149000000480212000029549182016:00 PM 67011540000004102150700206454729116:15 PM 5801181000000300206040023455576596:30 PM 430015800000040017201001995516672Max. 15 min. 72 0 3 1810000005522410100030075586113Pk. Hr. Vol. 246 0 2 5660000001901850016001092 240 10 3187 264:45 PMPeakIntersection Traffic in Pk. Hr. = 3187 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 26Wednesday I-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 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 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 012000120031 Capacity 0 2000 3600 0 0 0 1800 4000 0 0 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 332 23 977 0 0 0 106 500 0 0 872 307 Adjusted Hourly Volume 0 355 977 0 0 0 106 500 0 0 872 307 Utilization Factor 0.00 0.18 0.27 0.00 0.00 0.00 0.06 0.13 0.00 0.00 0.15 0.17 Critical Factors 0.27 0.00 0.06 0.17 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Poinsettia Lane Time : to North Approach I-5 Northbound Ramps Date : Day : Wednesday 434 Total Name : Angel, Oscar 0 434 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1206 a s 1812 2 106 307 s t 606 500 872 1179 t 0002656 A North A p 1477 p p p r r 332 23 977 Poinsettia Lane 0 Subtotals 0 1332 Total 1332 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 9:00 AM 8:00 AM I-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 012000120031 Capacity 0 2000 3600 0 0 0 1800 4000 0 0 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 246 2 566 0 0 0 191 850 0 0 1092 240 Adjusted Hourly Volume 0 248 566 0 0 0 191 850 0 0 1092 240 Utilization Factor 0.00 0.12 0.16 0.00 0.00 0.00 0.11 0.21 0.00 0.00 0.18 0.13 Critical Factors 0.16 0.00 0.11 0.18 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Poinsettia Lane Time : to North Approach I-5 Northbound Ramps Date : Day : Wednesday 432 Total Name : Angel, Oscar 0 432 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1339 a s 2380 1 191 240 s t 1041 850 1092 1332 t 0002748 A North A p 1416 p p p r r 246 2 566 Poinsettia Lane 0 Subtotals 0 814 Total 814 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/10/11 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 67 Intersection Location: I-5/La Costa Avenue Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2011 Int #67E/W Street : La Costa AvenueData Collected by : Zhelan, RoxanneCount Date : Day :Traffic Control :Signalized08/11/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0000026001900028200960270021606:30 AM 00000310120000372301140470027306:45 AM 00000500125000483301690730039907:00 AM 00000670119000542701720670040707:15 AM 00000610027000712701950690045007:30 AM 00000750036000693621950580046927:45 AM* 00000114004300010726119001070058718:00 AM* 0000010400630001143001750970258328:15 AM* 000007300290001132701390810046208:30 AM* 0000074003600011131013801010049108:45 AM 000008200260001112501830900051709:00 AM 000008502290001382201780120005740Max. 15 min.0000011402630001383621950120025872Pk. Hr. Vol.000003650017100044511416420386022123 37:30 AMPeakIntersection Traffic in Pk. Hr. = 2123 Peak Hr. Factor0.908:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 00000111003100012029013301070053104:00 PM 0000077023700012528014701080052404:15 PM 0000077012900016438012501100354434:30 PM 0000045011400014823015901110050104:45 PM 000006500900015335011801350051505:00 PM 0000052002000016353014701200155515:15 PM* 0000066002000016484016701080060905:30 PM* 0000067003400016548118201060060215:45 PM* 00000104003600015940016501180062206:00 PM* 00000116042600015432112801060056616:15 PM 00000115013600012330013701180056006:30 PM 000001300041000125250133087005410Max. 15 min.0000013004410001658411820135036223Pk. Hr. Vol.000003530411600064220426420438002399 25:00 PMPeakIntersection Traffic in Pk. Hr. = 2399 Peak Hr. Factor0.966:00 PMHourIntersection Pdstrns in Pk. Hr. = 2Thursday I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 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 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 000201020220 Capacity 0 0 0 3800 0 1800 0 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 365 0 171 0 445 114 642 386 0 Adjusted Hourly Volume 0 0 0 365 0 171 0 559 0 642 386 0 Utilization Factor 0.00 0.00 0.00 0.10 0.00 0.10 0.00 0.14 0.00 0.18 0.10 0.00 Critical Factors 0.00 0.00 0.10 0.14 0.18 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and La Costa Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 536 Total Name : Zhelan, Roxanne 536 0 Subtotals 0 Sub -171 0 365 Sub - Totals totals totals Totals W E e 557 a s 1116 0 00s t 559 445 386 1028 t 114 642 0 1838 A North A p 810 p p p r r 000 La Costa Avenue 0 Subtotals 756 0 Total 756 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/11/11 8:30 AM 7:30 AM I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 010201020220 Capacity 0 2000 0 3800 0 1800 0 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 353 4 116 0 642 204 642 438 0 Adjusted Hourly Volume 0 0 0 357 0 116 0 846 0 642 438 0 Utilization Factor 0.00 0.00 0.00 0.09 0.00 0.06 0.00 0.21 0.00 0.18 0.11 0.00 Critical Factors 0.00 0.09 0.21 0.18 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and La Costa Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 473 Total Name : Zhelan, Roxanne 473 0 Subtotals 0 Sub -116 4 353 Sub - Totals totals totals Totals W E e 554 a s 1400 0 00s t 846 642 438 1080 t 204 642 0 2075 A North A p 995 p p p r r 000 La Costa Avenue 0 Subtotals 850 0 Total 850 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/11/11 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 INTERSECTION ANALYSIS SUMMARY Intersection Number: 68 Intersection Location: I-5/La Costa Avenue Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 TM tDiTurn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2011 Int #68E/W Street : La Costa AvenueData Collected by : Rhea, Mary RoseCount Date :Day :Traffic Control :Signalized08/11/11Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 8005100000016035000012240027206:30 AM 18007400000021149000016054037706:45 AM 260010900000026375000020861050807:00 AM 180011900000025095000023275056407:15 AM 170110600000035093000024281057507:30 AM 2100120000000190120010024187060817:45 AM* 1100157000000460163000027094074108:00 AM* 17001860000005101640000260129280728:15 AM* 14001450000004601260000201108064008:30 AM* 30001380000005201350000226110069108:45 AM 2500147000000460157000026499073809:00 AM 2800140000000600153000029012507960Max. 15 min. 30 0 1 186000000603164010029012928072Pk. Hr. Vol. 72 0 0 6260000001950588000095744122879 27:30 AMPeakIntersection Traffic in Pk. Hr. = 2879 Peak Hr. Factor0.898:30 AMHourIntersection Pdstrns in Pk. Hr. = 23:45 PM 26011580000004402000000218109175614:00 PM 25001500000003301760000215126072504:15 PM 35001480000005601810000204118274224:30 PM 4401156000000330144000024491071304:45 PM 53001560000004201810000199112074305:00 PM 4001151000000412177000022876071605:15 PM 22021460000004601820100258119077515:30 PM* 20001790000003701950000294112083705:45 PM* 34011920000004102220000258119386736:00 PM* 19002010000004202240000220115082106:15 PM* 37012000000003202040000228106080806:30 PM 2900184000000381223000019110207680Max. 15 min. 53 0 2 201000000562224010029412638673Pk. Hr. Vol. 110 0 2 772000000152084500001000 452 3 3333 35:15 PMPeakIntersection Traffic in Pk. Hr. = 3333 Peak Hr. Factor0.966:15 PMHourIntersection Pdstrns in Pk. Hr. = 3Thursday I-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 012000120031 Capacity 0 2000 3600 0 0 0 1800 4000 0 0 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 72 0 626 0 0 0 195 588 0 0 957 441 Adjusted Hourly Volume 0 72 626 0 0 0 195 588 0 0 957 441 Utilization Factor 0.00 0.04 0.17 0.00 0.00 0.00 0.11 0.15 0.00 0.00 0.16 0.25 Critical Factors 0.17 0.00 0.11 0.25 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :I-5 Northbound Ramps and La Costa Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 636 Total Name : Rhea, Mary Rose 0 636 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1029 a s 1812 0 195 441 s t 783 588 957 1398 t 0002612 A North A p 1214 p p p r r 72 0 626 La Costa Avenue 0 Subtotals 0 698 Total 698 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/11/11 8:30 AM 7:30 AM I-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 012000120031 Capacity 0 2000 3600 0 0 0 1800 4000 0 0 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 110 2 772 0 0 0 152 845 0 0 1000 452 Adjusted Hourly Volume 0 112 772 0 0 0 152 845 0 0 1000 452 Utilization Factor 0.00 0.06 0.21 0.00 0.00 0.00 0.08 0.21 0.00 0.00 0.17 0.25 Critical Factors 0.21 0.00 0.08 0.25 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :I-5 Northbound Ramps and La Costa Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 606 Total Name : Rhea, Mary Rose 0 606 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1110 a s 2107 0 152 452 s t 997 845 1000 1452 t 0003069 A North A p 1617 p p p r r 110 2 772 La Costa Avenue 0 Subtotals 0 884 Total 884 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/11/11 6:15 PM 5:15 PM APPENDIX B MID-BLOCK LINK SUMMARY MID-BLOCK LINK VOLUME COUNTS This chapter presents the link count information for the thirty-four (34) mid-block link locations identified in the City of Carlsbad Growth Management Plan Traffic Monitoring Program. Rick Engineering Company collected this data during July and August of 2011 and detailed summaries are shown on the following pages. The information includes 15-minute summaries, 24-hour summaries, and a bar chart for each day. Figure B-1 displays the Average Daily Traffic (ADT) volume levels for the thirty-four (34) mid-block link count locations. Table B-1 documents the date on which each mid-block link count was performed. Table B-2 summarizes the maximum one direction volume during the AM and PM peak period, volume-to-capacity ratio, and levels of service for each mid-block link count location. This mid-block link capacity analysis was based on guidelines developed by the City of Carlsbad. Table B-1 MID-BLOCK LINK COUNT DATA SUMMARY Location Number Segment Segment Location Count Day (s) Count Date (s) 1 Palomar Airport Road Paseo Del Norte and Armada Drive Tues, Wed 8/9, 8/10 2 Palomar Airport Road Yarrow Drive and El Camino Real Tues, Wed 7/26, 7/27 3 Palomar Airport Road El Camino Real and Loker Ave. West/Innovation Wy Tues, Wed 7/26, 7/27 4 Palomar Airport Road El Fuerte Street and Loker Ave. East/Gateway Road Tues, Wed 7/26, 7/27 5 Palomar Airport Road Melrose Drive and Paseo Valindo/Eagle Drive Tues, Wed 7/26, 7/27 6 El Camino Real Plaza Drive and Marron Road Tues, Wed 7/12, 7/13 7 El Camino Real Tamarack Avenue and Kelly Drive Tues, Wed 7/12, 7/13 8 El Camino Real Faraday Avenue and Palomar Airport Road Tues, Wed 7/26, 7/27 9 El Camino Real Camino Vida Roble and Cassia Road Tues, Wed 7/26, 7/27 10 El Camino Real Arenal Road and Costa Del Mar Road Tues, Wed 8/2, 8/4 11 El Camino Real La Costa Avenue and Levante Street Tues, Wed 8/2, 8/4 12 El Camino Real Levante Street and Calle Barcelona Tues, Wed 8/2, 8/4 13 Melrose Drive Lionshead Avenue and Palomar Airport Road Tues, Wed 7/26, 7/27 14 Melrose Drive Palomar Airport Road and Rancho Bravado Tues, Wed 7/26, 7/27 15 Melrose Drive Alga Road and Corintia Street Tues, Wed 8/2, 8/3 16 Carlsbad Boulevard Mountain View Drive and State Steet Tues, Wed 7/19, 7/20 17 Carlsbad Boulevard Cannon Road and Cerezo Drive Tues, Wed 7/19, 7/20 18 Carlsbad Boulevard Poinsettia Lane and Island Way Tues, Wed 8/9, 8/10 19 Carlsbad Boulevard Avenida Encinas and La Costa Avenue Tues, Wed 8/9, 8/10 20 La Costa Avenue Saxony Road and Piraeus Street Tues, Wed 8/9, 8/10 21 La Costa Avenue Cadencia Street and Romeria Street Tues, Wed 8/2, 8/3 22 Rancho Santa Fe Road La Costa Meadows Drive and San Elijo Road Tues, Wed 8/2, 8/3 23 Rancho Santa Fe Road Avenida Soledad and Camino Junipero Tues, Wed 8/2, 8/3 24 Rancho Santa Fe Road Avenida La Cima and Calle Acervo/Avenida La Posta Tues, Wed 8/2, 8/3 25 Carlsbad Village Drive Victoria Avenue and Pontiac Drive Tues, Wed 7/12, 7/13 26 Poinsettia Lane Paseo Del Norte and Batiquitos Drive Tues, Wed 8/9, 8/10 27 Tamarack Avenue El Camino Real and La Portalada Drive Tues, Wed 7/12, 7/13 28 Paseo Del Norte Camino Del Parque (north) and Palomar Airport Road Tues, Wed 8/9, 8/10 29 Paseo Del Norte Palomar Airport Road and Car Country Drive Tues, Wed 8/9, 8/10 30 Cannon Road Paseo Del Norte and Car Country Drive Tues, Wed 7/19, 7/20 31 Cannon Road El Camino Real and College Boulevard Tues, Wed 7/12, 7/13 32 College Boulevard Tamarack Avenue (N) and N. City Limits Tues, Wed 7/12, 7/13 33 College Boulevard Palomar Airport Road and Aston Avenue Tues, Wed 7/12, 7/13 34 Alga Road Corintia Street and El Fuerte Street Tues, Wed 8/2, 8/3 2011 TRAFFIC MONITORING PROGRAM Table B-2 MID-BLOCK LINK LEVELS OF SERVICELocation NumberSegment Segment Location# of Lanes1Link VolumeDirection V/C LOS2Link Volume Direction V/C LOS2# of hrs worse than LOS C1 Palomar Airport Road Paseo Del Norte and4/3 2,499 WB 0.35 A2,061 EB 0.38 A 0Armada Drive2 Palomar Airport Road Yarrow Drive and3 1,446 WB 0.27 A1,834 EB 0.34 A 0El Camino Real 3 Palomar Airport Road El Camino Real and 3 2,054 WB 0.38 A2,356 EB 0.44 A 0Loker Ave. W./Innovation Wy.4 Palomar Airport Road El Fuerte Street and 3 2,275 WB 0.42 A2,516 EB 0.47 A 0Loker Ave. E/Gateway Road5 Palomar Airport Road Melrose Drive and 3 1,550 WB 0.29 A1,916 EB 0.35 A 0Paseo Valindo/Eagle Drive6 El Camino Real Plaza Drive and 3 1,367 NB 0.25 A1,079 SB 0.20 A 0Marron Road7 El Camino Real Tamarack Avenue and 2 1,670 NB 0.46 A1,510 SB 0.42 A 0Kelly Drive8 El Camino Real Faraday Avenue and3 1,566 NB 0.29 A1,812 SB 0.34 A 0Palomar Airport Road9 El Camino Real Camino Vida Roble and 2/3 1,602 NB 0.45 A1,927 SB 0.36 A 0Cassia Road10 El Camino Real Arenal Road and3/2 2,004 NB 0.37 A2,255 SB 0.63 B 0Costa Del Mar Road11 El Camino Real La Costa Avenue and3 1,470 NB 0.27 A1,586 SB 0.29 A 0 Levante Street12 El Camino Real Levante Street and3 1,504 NB 0.28 A1,512 SB 0.28 A 0Calle BarcelonaNotes: 1. Number of lanes is for the direction(s) indicated.2. The segment LOS was based upon the maximum, one-direction, one-hour volume in the peak period as a function of the one-direction, maximum lane volume of 1,800 vehicle per hour.2011 TRAFFIC MONITORING PROGRAM Table B-2 (Continued)MID-BLOCK LINK LEVELS OF SERVICELocation NumberSegment Segment Location# of Lanes1Link VolumeDirection V/C LOS2Link VolumeDirection V/C LOS2# of hrs worse than LOS C13 Melrose DriveLionshead Avenue and4/3 1,139 NB 0.16 A1,120 SB 0.21 A 0Palomar Airport Road14 Melrose DrivePalomar Airport Road and3 914 NB 0.17 A978SB 0.18 A 0Rancho Bravado15 Melrose DriveAlga Road and 3 906 NB 0.17 A1,101 SB 0.20 A 0Corintia Street16Carlsbad Boulevard State Street and1 624 NB 0.35 A786SB 0.44 A 0Mountain View Drive 17Carlsbad Boulevard Cannon Road and 1 866 NB 0.48 A1,015 SB 0.56 A 0Cerezo Drive 18Carlsbad Boulevard Poinsettia Lane and2 624 NB 0.17 A620SB 0.17 A 0 Island Way19 Carlsbad Boulevard Avenida Encinas and2 839 NB 0.23 A736SB 0.20 A 0La Costa Avenue20La Costa Avenue Piraeus Street and2 1,334 WB 0.37 A1,591 EB 0.44 A 0Saxony Road21La Costa Avenue Romeria Street and 2/1 530 WB 0.15 A715EB 0.40 A 0Cadencia Street22Rancho Santa Fe Road La Costa Meadows Drive and3 1,152 NB 0.21 A1,219 SB 0.23 A 0San Elijo Road23 Rancho Santa Fe Road Avenida Soledad and3 1,739 NB 0.32 A1,946 SB 0.36 A 0Camino JuniperoNotes: 1. Number of lanes is for the direction(s) indicated.2. The segment LOS was based upon the maximum, one-direction, one-hour volume in the peak period as a function of the one-direction, maximum lane volume of 1,800 vehicle per hour.2011 TRAFFIC MONITORING PROGRAM Table B-2 (Continued) MID-BLOCK LINK LEVELS OF SERVICELocation NumberSegment Segment Location# of Lanes1Link Volume Direction V/C LOS2Link VolumeDirection V/C LOS2# of hrs worse than LOS C24Rancho Santa Fe Road Avenida La Cima and 2 683 NB 0.19 A 633 SB 0.18 A 0Avenida La Posta/Calle Acervo25Carlsbad Village Drive Pontiac Drive and1 295 WB 0.16 A 271 EB 0.15 A 0Victoria Avenue26Poinsettia Lane Paseo Del Norte and 2 1,082 WB 0.30 A 1,094 EB 0.30 A 0Batiquitos Drive27Tamarack Avenue El Camino Real and 2 434 WB 0.12 A 505 EB 0.14 A 0La Portalada Drive28Paseo Del Norte Camino Del Parque (North) and2 462 NB 0.13 A 398 SB 0.11 A 0Palomar Airport Road29Paseo Del Norte Palomar Airport Road and 2 434 NB 0.12 A 482 SB 0.13 A 0Car Country Drive30Cannon RoadPaseo Del Norte and 2 1,516 WB 0.42 A 1,289 EB 0.36 A 0Car Country Drive31 Cannon RoadEl Camino Real and2 1,231 WB 0.34 A1,329 EB 0.37 A 0College Boulevard32College BoulevardTamarack Avenue (North) and2 1,479 NB 0.41 A1,136 SB 0.32 A 0North City Limits33College Boulevard Aston Avenue and2 1,082 NB 0.30 A1,081 SB 0.30 A 0Palomar Airport Road34 Alga RoadCorintia Street and2 602 WB 0.17 A468EB 0.13 A 0El Fuerte StreetNotes: 1. Number of lanes is for the direction(s) indicated.2. The segment LOS was based upon the maximum, one-direction, one-hour volume in the peak period as a function of the one-direction, maximum lane volume of 1,800 vehicle per hour.2011 TRAFFIC MONITORING PROGRAM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 1 Location: Palomar Airport Road Between Paseo del Norte and Armada Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 36 25 12:00 411 504 00:15 25 26 12:15 463 491 00:30 23 23 12:30 448 492 00:45 18 102 15 89 191 12:45 462 1784 426 1913 3697 01:00 16 16 13:00 439 430 01:15 12 10 13:15 446 387 01:30 11 9 13:30 453 404 01:45 8 47 9 44 91 13:45 469 1807 417 1638 3445 02:00 10 5 14:00 415 398 02:15 9 10 14:15 392 389 02:30 13 10 14:30 422 477 02:45 12 44 9 34 78 14:45 402 1631 449 1713 3344 03:00 5 12 15:00 353 452 03:15 11 7 15:15 417 480 03:30 15 8 15:30 356 491 03:45 27 58 18 45 103 15:45 372 1498 485 1908 3406 04:00 14 20 16:00 405 576 04:15 21 33 16:15 356 556 04:30 44 42 16:30 393 510 04:45 83 162 48 143 305 16:45 362 1516 537 2179 3695 05:00 52 54 17:00 334 634 05:15 90 56 17:15 392 600 05:30 137 72 17:30 384 633 05:45 201 480 91 273 753 17:45 352 1462 544 2411 3873 06:00 153 120 18:00 337 501 06:15 213 144 18:15 307 509 06:30 277 194 18:30 320 419 06:45 393 1036 204 662 1698 18:45 305 1269 368 1797 3066 07:00 339 203 19:00 248 376 07:15 419 208 19:15 296 346 07:30 496 215 19:30 254 318 07:45 580 1834 239 865 2699 19:45 207 1005 275 1315 2320 08:00 495 244 20:00 213 230 08:15 484 189 20:15 198 256 08:30 502 232 20:30 186 234 08:45 487 1968 256 921 2889 20:45 157 754 197 917 1671 09:00 490 261 21:00 143 125 09:15 411 262 21:15 117 109 09:30 441 279 21:30 126 107 09:45 390 1732 297 1099 2831 21:45 133 519 67 408 927 10:00 331 305 22:00 84 84 10:15 381 289 22:15 101 64 10:30 311 337 22:30 82 64 10:45 350 1373 381 1312 2685 22:45 49 316 74 286 602 11:00 379 340 23:00 53 53 11:15 389 377 23:15 53 37 11:30 447 469 23:30 29 45 11:45 407 1622 479 1665 3287 23:45 38 173 22 157 330 Total Vol.10458 7152 17610 13734 16642 30376 NB SB EB WB Combined 24192 23794 47986 Split %59.4% 40.6%36.7%45.2% 54.8%63.3% Peak Hour 07:45 11:45 11:45 12:15 17:00 16:45 Volume 2061 1966 3695 1812 2411 3876 P.H.F.0.89 0.98 0.97 0.98 0.95 0.95 Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. DAY 1 PM Project#Tuesday, August 09, 2011 AM Daily Totals 11-1093-001 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 49 45 12:00 422 536 00:15 26 26 12:15 435 511 00:30 27 16 12:30 437 525 00:45 22 124 22 109 233 12:45 476 1770 428 2000 3770 01:00 23 15 13:00 466 431 01:15 20 17 13:15 441 460 01:30 12 4 13:30 441 452 01:45 11 66 10 46 112 13:45 414 1762 430 1773 3535 02:00 9 4 14:00 424 403 02:15 10 8 14:15 391 453 02:30 15 6 14:30 400 431 02:45 11 45 7 25 70 14:45 383 1598 441 1728 3326 03:00 8 7 15:00 421 477 03:15 11 15 15:15 368 467 03:30 23 13 15:30 369 490 03:45 30 72 11 46 118 15:45 368 1526 489 1923 3449 04:00 16 16 16:00 382 533 04:15 28 22 16:15 371 513 04:30 42 44 16:30 378 570 04:45 76 162 37 119 281 16:45 390 1521 575 2191 3712 05:00 61 54 17:00 351 642 05:15 87 50 17:15 394 668 05:30 134 75 17:30 401 595 05:45 194 476 112 291 767 17:45 366 1512 594 2499 4011 06:00 166 120 18:00 330 482 06:15 211 171 18:15 316 451 06:30 274 190 18:30 283 443 06:45 427 1078 207 688 1766 18:45 295 1224 382 1758 2982 07:00 333 228 19:00 280 364 07:15 423 239 19:15 258 308 07:30 488 266 19:30 223 336 07:45 559 1803 279 1012 2815 19:45 237 998 252 1260 2258 08:00 479 245 20:00 203 219 08:15 421 218 20:15 177 209 08:30 399 245 20:30 198 212 08:45 483 1782 272 980 2762 20:45 155 733 169 809 1542 09:00 500 269 21:00 133 119 09:15 397 292 21:15 146 138 09:30 414 284 21:30 123 90 09:45 427 1738 317 1162 2900 21:45 96 498 79 426 924 10:00 357 302 22:00 113 87 10:15 373 356 22:15 68 73 10:30 371 349 22:30 78 47 10:45 419 1520 415 1422 2942 22:45 67 326 56 263 589 11:00 356 337 23:00 60 46 11:15 370 428 23:15 44 41 11:30 405 483 23:30 41 38 11:45 434 1565 471 1719 3284 23:45 57 202 36 161 363 Total Vol.10431 7619 18050 13670 16791 30461 NB SB EB WB Combined 24101 24410 48511 Split %57.8% 42.2%37.2%44.9% 55.1%62.8% Peak Hour 07:15 11:45 11:45 12:45 17:00 16:45 Volume 1949 2043 3771 1824 2499 4016 P.H.F.0.87 0.95 0.98 0.96 0.94 0.95 DAY 2 AM PM Project# Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. Wednesday, August 10, 2011 11-1093-001 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 43 35 12:00 0 0 417 520 00:15 0 0 26 26 12:15 0 0 449 501 00:30 0 0 25 20 12:30 0 0 443 509 00:45 0 0 0 0 20 113 19 99 212 12:45 0 0 0 0 469 1777 427 1957 3734 01:00 0 0 20 16 13:00 0 0 453 431 01:15 0 0 16 14 13:15 0 0 444 424 01:30 0 0 12 7 13:30 0 0 447 428 01:45 0 0 0 0 10 571045 102 13:45 0 0 0 0 442 1785 424 1706 3490 02:00 0 0 10 5 14:00 0 0 420 401 02:15 0 0 10 9 14:15 0 0 392 421 02:30 0 0 14 8 14:30 0 0 411 454 02:45 0 0 0 0 12 45 8 30 74 14:45 0 0 0 0 393 1615 445 1721 3335 03:00 0 0 7 10 15:00 0 0 387 465 03:15 0 0 11 11 15:15 0 0 393 474 03:30 0 0 19 11 15:30 0 0 363 491 03:45 0 0 0 0 29 651546 111 15:45 0 0 0 0 370 1512 487 1916 3428 04:00 0 0 15 18 16:00 0 0 394 555 04:15 0 0 25 28 16:15 0 0 364 535 04:30 0 0 43 43 16:30 0 0 386 540 04:45 0 0 0 0 80 162 43 131 293 16:45 0 0 0 0 376 1519 556 2185 3704 05:00 0 0 57 54 17:00 0 0 343 638 05:15 0 0 89 53 17:15 0 0 393 634 05:30 0 0 136 74 17:30 0 0 393 614 05:45 0 0 0 0 198 478 102 282 760 17:45 0 0 0 0 359 1487 569 2455 3942 06:00 0 0 160 120 18:00 0 0 334 492 06:15 0 0 212 158 18:15 0 0 312 480 06:30 0 0 276 192 18:30 0 0 302 431 06:45 0 0 0 0 410 1057 206 675 1732 18:45 0 0 0 0 300 1247 375 1778 3024 07:00 0 0 336 216 19:00 0 0 264 370 07:15 0 0 421 224 19:15 0 0 277 327 07:30 0 0 492 241 19:30 0 0 239 327 07:45 0 0 0 0 570 1819 259 939 2757 19:45 0 0 0 0 222 1002 264 1288 2289 08:00 0 0 487 245 20:00 0 0 208 225 08:15 0 0 453 204 20:15 0 0 188 233 08:30 0 0 451 239 20:30 0 0 192 223 08:45 0 0 0 0 485 1875 264 951 2826 20:45 0 0 0 0 156 744 183 863 1607 09:00 0 0 495 265 21:00 0 0 138 122 09:15 0 0 404 277 21:15 0 0 132 124 09:30 0 0 428 282 21:30 0 0 125 99 09:45 0 0 0 0 409 1735 307 1131 2866 21:45 0 0 0 0 115 509 73 417 926 10:00 0 0 344 304 22:00 0 0 99 86 10:15 0 0 377 323 22:15 0 0 85 69 10:30 0 0 341 343 22:30 0 0 80 56 10:45 0 0 0 0 385 1447 398 1367 2814 22:45 0 0 0 0 58 321 65 275 596 11:00 0 0 368 339 23:00 0 0 57 50 11:15 0 0 380 403 23:15 0 0 49 39 11:30 0 0 426 476 23:30 0 0 35 42 11:45 0 0 0 0 421 1594 475 1692 3286 23:45 0 0 0 0 48 188 29 159 347 Total Vol.10445 7386 17830 13702 16717 30419 NB SB Combined 24147 24102 48249 Split %58.6% 41.4%37.0%45.0% 55.0%63.0% Peak Hour 07:30 11:45 11:45 12:15 17:00 16:45 Volume 2001 2005 3733 1813 2455 3946 P.H.F.0.88 0.96 0.98 0.97 0.96 0.96 11-1093-001Project# Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. Tuesday, August 09, 2011 Wednesday, August 10, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,09End Time Tue01:00 19102:00 9103:00 7804:00 10305:00 30506:00 75307:00 169808:00 269909:00 288910:00 283111:00 268512:00 328713:00 369714:00 344515:00 334416:00 340617:00 369518:00 387319:00 306620:00 232021:00 167122:00 92723:00 60224:00 330Total 47986* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Paseo Del Norte and Armada DriveAugust 9, 2011Palomar Airport Road Between Paseo Del Norte and Armada Drive19191781033057531698269928892831268532873697344533443406369538733066232016719276023300250500750100012501500175020002250250027503000325035003750400042504500475050005250550001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,10End Time Wed01:00 23302:00 11203:00 7004:00 11805:00 28106:00 76707:00 176608:00 281509:00 276210:00 290011:00 294212:00 328413:00 377014:00 353515:00 332616:00 344917:00 371218:00 401119:00 298220:00 225821:00 154222:00 92423:00 58924:00 363Total 48511* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Paseo Del Norte and Armada DriveAugust 10, 2011Palomar Airport Road Between Paseo Del Norte and Armada Drive233112701182817671766281527622900294232843770353533263449371240112982225815429245893630250500750100012501500175020002250250027503000325035003750400042504500475050005250550001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK LINK COUNT SUMMARY Number: 2 Location: Palomar Airport Road Between Yarrow Drive and El Camino Real Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 37 19 12:00 308 264 00:15 33 19 12:15 287 298 00:30 10 7 12:30 296 299 00:45 17 97 12 57 154 12:45 301 1192 321 1182 2374 01:00 18 8 13:00 289 257 01:15 9 8 13:15 286 301 01:30 15 5 13:30 271 263 01:45 7 49 4 25 74 13:45 284 1130 294 1115 2245 02:00 12 4 14:00 299 267 02:15 7 11 14:15 278 243 02:30 8 4 14:30 344 264 02:45 4 31 6 25 56 14:45 320 1241 294 1068 2309 03:00 8 10 15:00 341 232 03:15 5 9 15:15 345 261 03:30 14 16 15:30 368 260 03:45 8352964 99 15:45 370 1424 234 987 2411 04:00 11 30 16:00 425 231 04:15 8 37 16:15 375 250 04:30 12 56 16:30 472 269 04:45 31 62 83 206 268 16:45 402 1674 243 993 2667 05:00 30 80 17:00 526 281 05:15 38 90 17:15 434 276 05:30 63 119 17:30 353 263 05:45 91 222 167 456 678 17:45 364 1677 225 1045 2722 06:00 77 194 18:00 323 197 06:15 100 211 18:15 278 208 06:30 130 269 18:30 253 148 06:45 191 498 374 1048 1546 18:45 232 1086 143 696 1782 07:00 140 280 19:00 197 153 07:15 207 347 19:15 210 137 07:30 243 342 19:30 205 108 07:45 279 869 420 1389 2258 19:45 175 787 101 499 1286 08:00 284 337 20:00 175 88 08:15 242 300 20:15 177 94 08:30 219 307 20:30 169 84 08:45 251 996 361 1305 2301 20:45 161 682 68 334 1016 09:00 207 298 21:00 134 50 09:15 236 258 21:15 117 54 09:30 216 257 21:30 116 49 09:45 213 872 291 1104 1976 21:45 113 480 56 209 689 10:00 210 252 22:00 100 43 10:15 225 258 22:15 71 34 10:30 226 268 22:30 86 35 10:45 217 878 277 1055 1933 22:45 60 317 28 140 457 11:00 246 279 23:00 40 30 11:15 241 291 23:15 70 31 11:30 274 242 23:30 39 16 11:45 284 1045 337 1149 2194 23:45 41 190 21 98 288 Total Vol.5654 7883 13537 11880 8366 20246 NB SB EB WB Combined 17534 16249 33783 Split %41.8% 58.2%40.1%58.7% 41.3%59.9% Peak Hour 11:45 07:15 07:15 16:30 12:00 16:30 Volume 1175 1446 2459 1834 1182 2903 P.H.F.0.95 0.86 0.88 0.87 0.92 0.90 Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real DAY 1 PM Project#Tuesday, July 26, 2011 AM Daily Totals 11-1093-002 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 48 18 12:00 293 279 00:15 29 12 12:15 307 306 00:30 22 12 12:30 276 282 00:45 24 123 11 53 176 12:45 296 1172 271 1138 2310 01:00 19 6 13:00 287 292 01:15 17 7 13:15 309 324 01:30 17 10 13:30 303 267 01:45 14 67 3 26 93 13:45 295 1194 268 1151 2345 02:00 10 10 14:00 290 277 02:15 11 12 14:15 274 250 02:30 8 7 14:30 311 255 02:45 1 30 3 32 62 14:45 302 1177 257 1039 2216 03:00 8 3 15:00 349 236 03:15 9 8 15:15 316 253 03:30 11 16 15:30 348 246 03:45 10 38 24 51 89 15:45 302 1315 232 967 2282 04:00 7 26 16:00 401 218 04:15 11 34 16:15 344 264 04:30 16 75 16:30 480 253 04:45 34 68 105 240 308 16:45 346 1571 255 990 2561 05:00 36 69 17:00 499 236 05:15 50 94 17:15 364 259 05:30 67 126 17:30 405 260 05:45 86 239 177 466 705 17:45 372 1640 235 990 2630 06:00 76 205 18:00 300 196 06:15 87 208 18:15 265 189 06:30 112 237 18:30 240 192 06:45 176 451 344 994 1445 18:45 224 1029 165 742 1771 07:00 180 320 19:00 210 147 07:15 198 310 19:15 188 139 07:30 218 356 19:30 191 112 07:45 291 887 394 1380 2267 19:45 181 770 94 492 1262 08:00 275 348 20:00 187 74 08:15 237 283 20:15 176 71 08:30 231 300 20:30 190 69 08:45 231 974 309 1240 2214 20:45 163 716 76 290 1006 09:00 201 311 21:00 155 66 09:15 220 240 21:15 119 48 09:30 206 233 21:30 90 58 09:45 220 847 294 1078 1925 21:45 91 455 52 224 679 10:00 188 270 22:00 95 68 10:15 187 230 22:15 87 56 10:30 208 250 22:30 97 47 10:45 195 778 272 1022 1800 22:45 77 356 29 200 556 11:00 228 214 23:00 68 52 11:15 228 204 23:15 53 35 11:30 300 296 23:30 51 26 11:45 265 1021 312 1026 2047 23:45 40 212 22 135 347 Total Vol.5523 7608 13131 11607 8358 19965 NB SB EB WB Combined 17130 15966 33096 Split %42.1% 57.9%39.7%58.1% 41.9%60.3% Peak Hour 11:30 07:15 07:30 16:30 12:30 16:30 Volume 1165 1408 2402 1689 1169 2692 P.H.F.0.95 0.89 0.88 0.85 0.90 0.92 DAY 2 AM PM Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Wednesday, July 27, 2011 11-1093-002 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 43 19 12:00 0 0 301 272 00:15 0 0 31 16 12:15 0 0 297 302 00:30 0 0 16 10 12:30 0 0 286 291 00:45 0 0 0 0 21 110 12 55 165 12:45 0 0 0 0 299 1182 296 1160 2342 01:00 0 0 19 7 13:00 0 0 288 275 01:15 0 0 13 8 13:15 0 0 298 313 01:30 0 0 16 8 13:30 0 0 287 265 01:45 0 0 0 0 11 58 4 26 84 13:45 0 0 0 0 290 1162 281 1133 2295 02:00 0 0 11 7 14:00 0 0 295 272 02:15 0 0 9 12 14:15 0 0 276 247 02:30 0 0 8 6 14:30 0 0 328 260 02:45 0000 33152959 14:45 0 0 0 0 311 1209 276 1054 2263 03:00 0 0 8 7 15:00 0 0 345 234 03:15 0 0 7 9 15:15 0 0 331 257 03:30 0 0 13 16 15:30 0 0 358 253 03:45 0 0 0 0 9 37 27 58 94 15:45 0 0 0 0 336 1370 233 977 2347 04:00 0 0 9 28 16:00 0 0 413 225 04:15 0 0 10 36 16:15 0 0 360 257 04:30 0 0 14 66 16:30 0 0 476 261 04:45 0 0 0 0 33 65 94 223 288 16:45 0 0 0 0 374 1623 249 992 2614 05:00 0 0 33 75 17:00 0 0 513 259 05:15 0 0 44 92 17:15 0 0 399 268 05:30 0 0 65 123 17:30 0 0 379 262 05:45 0 0 0 0 89 231 172 461 692 17:45 0 0 0 0 368 1659 230 1018 2676 06:00 0 0 77 200 18:00 0 0 312 197 06:15 0 0 94 210 18:15 0 0 272 199 06:30 0 0 121 253 18:30 0 0 247 170 06:45 0 0 0 0 184 475 359 1021 1496 18:45 0 0 0 0 228 1058 154 719 1777 07:00 0 0 160 300 19:00 0 0 204 150 07:15 0 0 203 329 19:15 0 0 199 138 07:30 0 0 231 349 19:30 0 0 198 110 07:45 0 0 0 0 285 878 407 1385 2263 19:45 0 0 0 0 178 779 98 496 1274 08:00 0 0 280 343 20:00 0 0 181 81 08:15 0 0 240 292 20:15 0 0 177 83 08:30 0 0 225 304 20:30 0 0 180 77 08:45 0 0 0 0 241 985 335 1273 2258 20:45 0 0 0 0 162 699 72 312 1011 09:00 0 0 204 305 21:00 0 0 145 58 09:15 0 0 228 249 21:15 0 0 118 51 09:30 0 0 211 245 21:30 0 0 103 54 09:45 0 0 0 0 217 860 293 1091 1951 21:45 0 0 0 0 102 468 54 217 684 10:00 0 0 199 261 22:00 0 0 98 56 10:15 0 0 206 244 22:15 0 0 79 45 10:30 0 0 217 259 22:30 0 0 92 41 10:45 0 0 0 0 206 828 275 1039 1867 22:45 0 0 0 0 69 337 29 170 507 11:00 0 0 237 247 23:00 0 0 54 41 11:15 0 0 235 248 23:15 0 0 62 33 11:30 0 0 287 269 23:30 0 0 45 21 11:45 0 0 0 0 275 1033 325 1088 2121 23:45 0 0 0 0 41 201 22 117 318 Total Vol.5589 7746 13334 11744 8362 20106 NB SB Combined 17332 16108 33440 Split %41.9% 58.1%39.9%58.4% 41.6%60.1% Peak Hour 11:30 07:15 07:15 16:30 12:30 16:30 Volume 1159 1427 2425 1762 1174 2798 P.H.F.0.96 0.88 0.88 0.86 0.94 0.91 11-1093-002Project# Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Tuesday, July 26, 2011 Wednesday, July 27, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,26End Time Tue01:00 15402:00 7403:00 5604:00 9905:00 26806:00 67807:00 154608:00 225809:00 230110:00 197611:00 193312:00 219413:00 237414:00 224515:00 230916:00 241117:00 266718:00 272219:00 178220:00 128621:00 101622:00 68923:00 45724:00 288Total 33783* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Yarrow Drive and El Camino RealJuly 26, 2011Palomar Airport Road Between Yarrow Drive and El Camino Real15474569926867815462258230119761933219423742245230924112667272217821286101668945728805001000150020002500300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,27End Time Wed01:00 17602:00 9303:00 6204:00 8905:00 30806:00 70507:00 144508:00 226709:00 221410:00 192511:00 180012:00 204713:00 231014:00 234515:00 221616:00 228217:00 256118:00 263019:00 177120:00 126221:00 100622:00 67923:00 55624:00 347Total 33096* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Yarrow Drive and El Camino RealJuly 27, 2011Palomar Airport Road Between Yarrow Drive and El Camino Real17693628930870514452267221419251800204723102345221622822561263017711262100667955634705001000150020002500300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 3 Location: Palomar Airport Road Between El Camino Real and Loker Avenue West/Innovation Way Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West - Innovation Way AM Period NB SB EB WB PM Period NB SB EB WB 00:00 48 37 12:00 422 350 00:15 44 23 12:15 376 366 00:30 22 10 12:30 407 426 00:45 11 125 17 87 212 12:45 369 1574 428 1570 3144 01:00 19 16 13:00 407 392 01:15 14 9 13:15 374 370 01:30 25 9 13:30 383 382 01:45 19 77 6 40 117 13:45 346 1510 368 1512 3022 02:00 18 4 14:00 435 394 02:15 15 16 14:15 374 338 02:30 12 5 14:30 442 394 02:45 13 58 5 30 88 14:45 398 1649 333 1459 3108 03:00 13 12 15:00 468 344 03:15 7 16 15:15 417 348 03:30 14 24 15:30 468 378 03:45 17 51 42 94 145 15:45 457 1810 340 1410 3220 04:00 10 43 16:00 532 354 04:15 16 66 16:15 552 327 04:30 24 86 16:30 603 431 04:45 50 100 125 320 420 16:45 570 2257 365 1477 3734 05:00 37 104 17:00 577 432 05:15 53 147 17:15 606 385 05:30 101 199 17:30 536 362 05:45 114 305 310 760 1065 17:45 485 2204 311 1490 3694 06:00 94 291 18:00 449 313 06:15 118 298 18:15 365 300 06:30 183 426 18:30 384 206 06:45 236 631 424 1439 2070 18:45 353 1551 223 1042 2593 07:00 227 411 19:00 290 194 07:15 282 444 19:15 264 174 07:30 337 529 19:30 271 171 07:45 368 1214 565 1949 3163 19:45 250 1075 141 680 1755 08:00 375 491 20:00 223 128 08:15 360 440 20:15 214 120 08:30 317 519 20:30 205 123 08:45 380 1432 444 1894 3326 20:45 197 839 104 475 1314 09:00 268 437 21:00 180 85 09:15 305 332 21:15 149 86 09:30 275 380 21:30 156 66 09:45 271 1119 371 1520 2639 21:45 130 615 86 323 938 10:00 272 332 22:00 147 73 10:15 273 330 22:15 110 65 10:30 305 364 22:30 120 55 10:45 304 1154 355 1381 2535 22:45 78 455 43 236 691 11:00 313 326 23:00 61 51 11:15 305 340 23:15 85 36 11:30 378 363 23:30 56 24 11:45 382 1378 382 1411 2789 23:45 47 249 28 139 388 Total Vol.7644 10925 18569 15788 11813 27601 NB SB EB WB Combined 23432 22738 46170 Split %41.2% 58.8%40.2%57.2% 42.8%59.8% Peak Hour 11:45 07:15 07:30 16:30 12:30 16:30 Volume 1587 2029 3465 2356 1616 3969 P.H.F.0.94 0.90 0.93 0.97 0.94 0.96 PM Project#Tuesday, July 26, 2011 AM Daily Totals 11-1093-003 DAY 1 Volumes for:City:Carlsbad Location :Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West - Innovation Way AM Period NB SB EB WB PM Period NB SB EB WB 00:00 73 39 12:00 430 408 00:15 41 19 12:15 430 366 00:30 29 12 12:30 372 408 00:45 31 174 15 85 259 12:45 381 1613 395 1577 3190 01:00 31 15 13:00 405 432 01:15 17 13 13:15 379 413 01:30 16 14 13:30 407 381 01:45 20 84 9 51 135 13:45 388 1579 316 1542 3121 02:00 17 12 14:00 371 403 02:15 10 11 14:15 393 325 02:30 13 11 14:30 434 367 02:45 7 47 5 39 86 14:45 423 1621 308 1403 3024 03:00 9 5 15:00 450 348 03:15 11 19 15:15 414 307 03:30 11 21 15:30 460 374 03:45 15 46 35 80 126 15:45 441 1765 311 1340 3105 04:00 9 38 16:00 497 392 04:15 11 61 16:15 453 364 04:30 27 103 16:30 562 399 04:45 47 94 161 363 457 16:45 547 2059 338 1493 3552 05:00 46 87 17:00 569 401 05:15 63 127 17:15 575 387 05:30 86 195 17:30 555 399 05:45 127 322 311 720 1042 17:45 479 2178 310 1497 3675 06:00 87 278 18:00 432 287 06:15 119 329 18:15 443 278 06:30 175 356 18:30 361 245 06:45 225 606 425 1388 1994 18:45 315 1551 242 1052 2603 07:00 228 425 19:00 297 204 07:15 233 424 19:15 267 202 07:30 304 565 19:30 252 160 07:45 406 1171 590 2004 3175 19:45 240 1056 131 697 1753 08:00 358 447 20:00 261 146 08:15 347 452 20:15 206 109 08:30 339 491 20:30 210 124 08:45 336 1380 448 1838 3218 20:45 223 900 116 495 1395 09:00 269 430 21:00 192 101 09:15 307 355 21:15 188 79 09:30 280 345 21:30 138 98 09:45 249 1105 374 1504 2609 21:45 126 644 90 368 1012 10:00 261 349 22:00 145 73 10:15 243 273 22:15 122 65 10:30 255 330 22:30 116 42 10:45 276 1035 301 1253 2288 22:45 87 470 43 223 693 11:00 279 324 23:00 97 59 11:15 343 297 23:15 69 39 11:30 346 383 23:30 65 37 11:45 327 1295 373 1377 2672 23:45 61 292 22 157 449 Total Vol.7359 10702 18061 15728 11844 27572 NB SB EB WB Combined 23087 22546 45633 Split %40.7% 59.3%39.6%57.0% 43.0%60.4% Peak Hour 11:45 07:30 07:30 16:30 12:30 16:30 Volume 1559 2054 3469 2253 1648 3778P.H.F.0.91 0.87 0.87 0.98 0.95 0.97 DAY 2 Project#Wednesday, July 27, 2011 11-1093-003 AM PM Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 61 38 12:00 0 0 426 379 00:15 0 0 43 21 12:15 0 0 403 366 00:30 0 0 26 11 12:30 0 0 390 417 00:45 0 0 0 0 21 150 16 86 236 12:45 0 0 0 0 375 1594 412 1574 3167 01:00 0 0 25 16 13:00 0 0 406 412 01:15 0 0 16 11 13:15 0 0 377 392 01:30 0 0 21 12 13:30 0 0 395 382 01:45 0 0 0 0 20 81 8 46 126 13:45 0 0 0 0 367 1545 342 1527 3072 02:00 0 0 18 8 14:00 0 0 403 399 02:15 0 0 13 14 14:15 0 0 384 332 02:30 0 0 13 8 14:30 0 0 438 381 02:45 0 0 0 0 10 53 5 35 87 14:45 0 0 0 0 411 1635 321 1431 3066 03:00 0 0 11 9 15:00 0 0 459 346 03:15 0 0 9 18 15:15 0 0 416 328 03:30 0 0 13 23 15:30 0 0 464 376 03:45 0 0 0 0 16 493987 136 15:45 0 0 0 0 449 1788 326 1375 3163 04:00 0 0 10 41 16:00 0 0 515 373 04:15 0 0 14 64 16:15 0 0 503 346 04:30 0 0 26 95 16:30 0 0 583 415 04:45 0 0 0 0 49 97 143 342 439 16:45 0 0 0 0 559 2158 352 1485 3643 05:00 0 0 42 96 17:00 0 0 573 417 05:15 0 0 58 137 17:15 0 0 591 386 05:30 0 0 94 197 17:30 0 0 546 381 05:45 0 0 0 0 121 314 311 740 1054 17:45 0 0 0 0 482 2191 311 1494 3685 06:00 0 0 91 285 18:00 0 0 441 300 06:15 0 0 119 314 18:15 0 0 404 289 06:30 0 0 179 391 18:30 0 0 373 226 06:45 0 0 0 0 231 619 425 1414 2032 18:45 0 0 0 0 334 1551 233 1047 2598 07:00 0 0 228 418 19:00 0 0 294 199 07:15 0 0 258 434 19:15 0 0 266 188 07:30 0 0 321 547 19:30 0 0 262 166 07:45 0 0 0 0 387 1193 578 1977 3169 19:45 0 0 0 0 245 1066 136 689 1754 08:00 0 0 367 469 20:00 0 0 242 137 08:15 0 0 354 446 20:15 0 0 210 115 08:30 0 0 328 505 20:30 0 0 208 124 08:45 0 0 0 0 358 1406 446 1866 3272 20:45 0 0 0 0 210 870 110 485 1355 09:00 0 0 269 434 21:00 0 0 186 93 09:15 0 0 306 344 21:15 0 0 169 83 09:30 0 0 278 363 21:30 0 0 147 82 09:45 0 0 0 0 260 1112 373 1512 2624 21:45 0 0 0 0 128 630 88 346 975 10:00 0 0 267 341 22:00 0 0 146 73 10:15 0 0 258 302 22:15 0 0 116 65 10:30 0 0 280 347 22:30 0 0 118 49 10:45 0 0 0 0 290 1095 328 1317 2412 22:45 0 0 0 0 83 463 43 230 692 11:00 0 0 296 325 23:00 0 0 79 55 11:15 0 0 324 319 23:15 0 0 77 38 11:30 0 0 362 373 23:30 0 0 61 31 11:45 0 0 0 0 355 1337 378 1394 2731 23:45 0 0 0 0 54 271 25 148 419 Total Vol.7502 10814 18315 15758 11829 27587 NB SB Combined 23260 22642 45902 Split %41.0% 59.0%39.9%57.1% 42.9%60.1% Peak Hour 11:45 07:30 07:30 16:30 12:30 16:30 Volume 1573 2040 3467 2305 1632 3874 P.H.F.0.92 0.88 0.90 0.98 0.98 0.97 Daily Totals 2-DAY AVERAGE AM PM 11-1093-003Project#Tuesday, July 26, 2011 Wednesday, July 27, 2011 Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West - Innovation Way Tuesdsay,26End Time Tue01:00 21202:00 11703:00 8804:00 14505:00 42006:00 106507:00 207008:00 316309:00 332610:00 263911:00 253512:00 278913:00 314414:00 302215:00 310816:00 322017:00 373418:00 369419:00 259320:00 175521:00 131422:00 93823:00 69124:00 388Total 46170* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Camino Real and Loker Ave. West/Innovation WayJuly 26, 2011Palomar Airport Road Between El Camino Real and Loker Ave.W./Innovation Way21211788145420106520703163332626392535278931443022310832203734369425931755131493869138805001000150020002500300035004000450001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,27End Time Wed01:00 25902:00 13503:00 8604:00 12605:00 45706:00 104207:00 199408:00 317509:00 321810:00 260911:00 228812:00 267213:00 319014:00 312115:00 302416:00 310517:00 355218:00 367519:00 260320:00 175321:00 139522:00 101223:00 69324:00 449Total 45633* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Camino Real and Loker Ave. West/Innovation WayJuly 27, 2011Palomar Airport Road Between El Camino Real and Loker Ave. W./Innovation Way259135861264571042199431753218260922882672319031213024310535523675260317531395101269344905001000150020002500300035004000450001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 4 Location: Palomar Airport Road Between El Fuerte Street and Loker Avenue East/Gateway Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location :Palomar Airport Rd. btwn. El Fuerte St. & Loker Ave. East/Gateway Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 62 27 12:00 355 371 00:15 44 21 12:15 381 378 00:30 27 14 12:30 329 371 00:45 10 143 13 75 218 12:45 332 1397 345 1465 2862 01:00 17 15 13:00 352 377 01:15 13 11 13:15 330 341 01:30 24 11 13:30 349 328 01:45 15 69 6 43 112 13:45 337 1368 322 1368 2736 02:00 20 5 14:00 407 314 02:15 15 15 14:15 380 328 02:30 10 6 14:30 474 335 02:45 11 56 7 33 89 14:45 428 1689 301 1278 2967 03:00 14 12 15:00 415 314 03:15 10 17 15:15 440 322 03:30 10 22 15:30 503 378 03:45 14 48 44 95 143 15:45 469 1827 318 1332 3159 04:00 14 38 16:00 529 296 04:15 15 60 16:15 620 328 04:30 18 79 16:30 640 354 04:45 34 81 135 312 393 16:45 578 2367 322 1300 3667 05:00 26 112 17:00 664 378 05:15 32 150 17:15 634 341 05:30 74 196 17:30 555 322 05:45 96 228 348 806 1034 17:45 507 2360 296 1337 3697 06:00 57 300 18:00 459 287 06:15 100 332 18:15 409 239 06:30 115 414 18:30 402 222 06:45 199 471 483 1529 2000 18:45 375 1645 198 946 2591 07:00 168 461 19:00 323 193 07:15 204 513 19:15 285 186 07:30 301 553 19:30 266 156 07:45 295 968 613 2140 3108 19:45 266 1140 162 697 1837 08:00 268 509 20:00 239 122 08:15 294 520 20:15 218 116 08:30 242 482 20:30 205 129 08:45 284 1088 487 1998 3086 20:45 206 868 96 463 1331 09:00 247 372 21:00 197 84 09:15 250 358 21:15 169 86 09:30 243 343 21:30 151 70 09:45 246 986 365 1438 2424 21:45 139 656 89 329 985 10:00 233 291 22:00 146 74 10:15 236 333 22:15 113 66 10:30 271 324 22:30 127 47 10:45 268 1008 375 1323 2331 22:45 83 469 45 232 701 11:00 278 301 23:00 89 71 11:15 312 335 23:15 82 49 11:30 317 335 23:30 59 26 11:45 339 1246 390 1361 2607 23:45 55 285 25 171 456 Total Vol.6392 11153 17545 16071 10918 26989 NB SB EB WB Combined 22463 22071 44534 Split %36.4% 63.6%39.4%59.5% 40.5%60.6% Peak Hour 11:45 07:30 07:30 16:30 12:15 16:30 Volume 1404 2195 3353 2516 1471 3911 P.H.F.0.92 0.90 0.92 0.95 0.97 0.94 PM Project#Tuesday, July 26, 2011 AM Daily Totals 11-1093-004 DAY 1 Volumes for:City:Carlsbad Location :Palomar Airport Rd. btwn. El Fuerte St. & Loker Ave. East/Gateway Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 82 32 12:00 344 382 00:15 47 22 12:15 361 369 00:30 31 13 12:30 350 375 00:45 32 192 16 83 275 12:45 341 1396 399 1525 2921 01:00 31 15 13:00 387 380 01:15 18 12 13:15 376 389 01:30 13 15 13:30 385 386 01:45 20 82 12 54 136 13:45 336 1484 320 1475 2959 02:00 17 12 14:00 383 381 02:15 10 10 14:15 354 296 02:30 12 11 14:30 475 334 02:45 6 45 7 40 85 14:45 424 1636 328 1339 2975 03:00 7 7 15:00 460 301 03:15 8 20 15:15 418 304 03:30 14 21 15:30 495 349 03:45 15 44 39 87 131 15:45 479 1852 306 1260 3112 04:00 15 38 16:00 506 344 04:15 11 67 16:15 480 324 04:30 25 109 16:30 539 371 04:45 29 80 174 388 468 16:45 572 2097 310 1349 3446 05:00 39 100 17:00 641 329 05:15 19 149 17:15 610 345 05:30 76 218 17:30 560 322 05:45 105 239 368 835 1074 17:45 529 2340 302 1298 3638 06:00 79 294 18:00 500 279 06:15 97 348 18:15 391 265 06:30 122 405 18:30 410 243 06:45 173 471 519 1566 2037 18:45 362 1663 243 1030 2693 07:00 179 494 19:00 303 190 07:15 180 498 19:15 289 177 07:30 245 609 19:30 253 165 07:45 305 909 669 2270 3179 19:45 235 1080 130 662 1742 08:00 277 499 20:00 274 141 08:15 273 495 20:15 208 122 08:30 254 535 20:30 225 116 08:45 282 1086 541 2070 3156 20:45 225 932 109 488 1420 09:00 236 416 21:00 210 92 09:15 241 409 21:15 187 83 09:30 260 341 21:30 138 99 09:45 209 946 402 1568 2514 21:45 132 667 84 358 1025 10:00 240 352 22:00 138 79 10:15 220 290 22:15 114 72 10:30 214 336 22:30 123 41 10:45 260 934 310 1288 2222 22:45 103 478 40 232 710 11:00 264 321 23:00 107 77 11:15 285 330 23:15 71 36 11:30 297 324 23:30 72 41 11:45 332 1178 418 1393 2571 23:45 64 314 23 177 491 Total Vol.6206 11642 17848 15939 11193 27132 NB SB EB WB Combined 22145 22835 44980 Split %34.8% 65.2%39.7%58.7% 41.3%60.3% Peak Hour 11:45 07:15 07:30 16:45 12:45 16:30 Volume 1387 2275 3372 2383 1554 3717P.H.F.0.96 0.85 0.87 0.93 0.97 0.96 AM PM Project#Wednesday, July 27, 2011 11-1093-004 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location :Palomar Airport Rd. btwn. El Fuerte St. & Loker Ave. East/Gateway Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 72 30 12:00 0 0 350 377 00:15 0 0 46 22 12:15 0 0 371 374 00:30 0 0 29 14 12:30 0 0 340 373 00:45 0 0 0 0 21 168 15 79 247 12:45 0 0 0 0 337 1397 372 1495 2892 01:00 0 0 24 15 13:00 0 0 370 379 01:15 0 0 16 12 13:15 0 0 353 365 01:30 0 0 19 13 13:30 0 0 367 357 01:45 0 0 0 0 18 76 9 49 124 13:45 0 0 0 0 337 1426 321 1422 2848 02:00 0 0 19 9 14:00 0 0 395 348 02:15 0 0 13 13 14:15 0 0 367 312 02:30 0 0 11 9 14:30 0 0 475 335 02:45 0000 95173787 14:45 0 0 0 0 426 1663 315 1309 2971 03:00 0 0 11 10 15:00 0 0 438 308 03:15 0 0 9 19 15:15 0 0 429 313 03:30 0 0 12 22 15:30 0 0 499 364 03:45 0 0 0 0 15 464291 137 15:45 0 0 0 0 474 1840 312 1296 3136 04:00 0 0 15 38 16:00 0 0 518 320 04:15 0 0 13 64 16:15 0 0 550 326 04:30 0 0 22 94 16:30 0 0 590 363 04:45 0 0 0 0 32 81 155 350 431 16:45 0 0 0 0 575 2232 316 1325 3557 05:00 0 0 33 106 17:00 0 0 653 354 05:15 0 0 26 150 17:15 0 0 622 343 05:30 0 0 75 207 17:30 0 0 558 322 05:45 0 0 0 0 101 234 358 821 1054 17:45 0 0 0 0 518 2350 299 1318 3668 06:00 0 0 68 297 18:00 0 0 480 283 06:15 0 0 99 340 18:15 0 0 400 252 06:30 0 0 119 410 18:30 0 0 406 233 06:45 0 0 0 0 186 471 501 1548 2019 18:45 0 0 0 0 369 1654 221 988 2642 07:00 0 0 174 478 19:00 0 0 313 192 07:15 0 0 192 506 19:15 0 0 287 182 07:30 0 0 273 581 19:30 0 0 260 161 07:45 0 0 0 0 300 939 641 2205 3144 19:45 0 0 0 0 251 1110 146 680 1790 08:00 0 0 273 504 20:00 0 0 257 132 08:15 0 0 284 508 20:15 0 0 213 119 08:30 0 0 248 509 20:30 0 0 215 123 08:45 0 0 0 0 283 1087 514 2034 3121 20:45 0 0 0 0 216 900 103 476 1376 09:00 0 0 242 394 21:00 0 0 204 88 09:15 0 0 246 384 21:15 0 0 178 85 09:30 0 0 252 342 21:30 0 0 145 85 09:45 0 0 0 0 228 966 384 1503 2469 21:45 0 0 0 0 136 662 87 344 1005 10:00 0 0 237 322 22:00 0 0 142 77 10:15 0 0 228 312 22:15 0 0 114 69 10:30 0 0 243 330 22:30 0 0 125 44 10:45 0 0 0 0 264 971 343 1306 2277 22:45 0 0 0 0 93 474 43 232 706 11:00 0 0 271 311 23:00 0 0 98 74 11:15 0 0 299 333 23:15 0 0 77 43 11:30 0 0 307 330 23:30 0 0 66 34 11:45 0 0 0 0 336 1212 404 1377 2589 23:45 0 0 0 0 60 300 24 174 474 Total Vol.6299 11398 17697 16005 11056 27061 NB SB Combined 22304 22453 44757 Split %35.6% 64.4%39.5%59.1% 40.9%60.5% Peak Hour 11:45 07:30 07:30 16:30 12:15 16:30 Volume 1396 2234 3363 2439 1497 3814 P.H.F.0.94 0.87 0.89 0.93 0.99 0.95 Daily Totals 2-DAY AVERAGE 11-1093-004Project#Tuesday, July 26, 2011 Wednesday, July 27, 2011 AM PM Tuesday,26End Time Tue01:00 21802:00 11203:00 8904:00 14305:00 39306:00 103407:00 200008:00 310809:00 308610:00 242411:00 233112:00 260713:00 286214:00 273615:00 296716:00 315917:00 366718:00 369719:00 259120:00 183721:00 133122:00 98523:00 70124:00 456Total 44534* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Fuerte Street and Loker Ave. East/Gateway RoadJuly 26, 2011Palomar Airport Road Between El Fuerte Street and Loker Ave. E./Gateway Road2181128914339310342000310830862424233126072862273629673159366736972591183713319857014560500100015002000250030003500400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,27End Time Wed01:00 27502:00 13603:00 8504:00 13105:00 46806:00 107407:00 203708:00 317909:00 315610:00 251411:00 222212:00 257113:00 292114:00 295915:00 297516:00 311217:00 344618:00 363819:00 269320:00 174221:00 142022:00 102523:00 71024:00 491Total 44980* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Fuerte Street and Loker Ave. East/Gateway RoadJuly 27, 2011Palomar Airport Road Between El Fuerte Street and Loker Ave. E./Gateway Road27513685131468107420373179315625142222257129212959297531123446363826931742142010257104910500100015002000250030003500400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 5 Location: Palomar Airport Road Between Melrose Drive and Paseo Valindo/Eagle Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 51 16 12:00 303 258 00:15 26 17 12:15 260 242 00:30 15 13 12:30 305 296 00:45 13 105 13 59 164 12:45 237 1105 285 1081 2186 01:00 10 16 13:00 272 274 01:15 7 10 13:15 253 245 01:30 15 8 13:30 243 229 01:45 14 46 4 38 84 13:45 238 1006 236 984 1990 02:00 16 3 14:00 300 258 02:15 10 7 14:15 311 244 02:30 7 7 14:30 340 241 02:45 13 46 6 23 69 14:45 320 1271 218 961 2232 03:00 8 12 15:00 344 239 03:15 9 13 15:15 340 220 03:30 9 19 15:30 385 219 03:45 13 39 35 79 118 15:45 361 1430 239 917 2347 04:00 9 29 16:00 423 258 04:15 10 40 16:15 419 241 04:30 13 59 16:30 509 245 04:45 22 54 110 238 292 16:45 455 1806 296 1040 2846 05:00 24 75 17:00 433 299 05:15 19 112 17:15 519 258 05:30 47 159 17:30 457 244 05:45 63 153 293 639 792 17:45 352 1761 219 1020 2781 06:00 47 214 18:00 301 239 06:15 55 225 18:15 332 233 06:30 84 311 18:30 262 196 06:45 109 295 356 1106 1401 18:45 278 1173 187 855 2028 07:00 132 299 19:00 231 147 07:15 143 378 19:15 201 141 07:30 203 397 19:30 184 139 07:45 199 677 416 1490 2167 19:45 174 790 103 530 1320 08:00 209 359 20:00 147 111 08:15 187 328 20:15 141 104 08:30 203 336 20:30 135 87 08:45 203 802 323 1346 2148 20:45 123 546 103 405 951 09:00 196 259 21:00 111 96 09:15 203 242 21:15 118 99 09:30 177 226 21:30 87 87 09:45 197 773 253 980 1753 21:45 88 404 75 357 761 10:00 196 205 22:00 92 66 10:15 183 210 22:15 81 60 10:30 196 230 22:30 81 54 10:45 229 804 237 882 1686 22:45 59 313 41 221 534 11:00 217 221 23:00 57 42 11:15 247 249 23:15 51 39 11:30 237 229 23:30 52 33 11:45 255 956 239 938 1894 23:45 41 201 30 144 345 Total Vol.4750 7818 12568 11806 8515 20321 NB SB EB WB Combined 16556 16333 32889 Split %37.8% 62.2%38.2%58.1% 41.9%61.8% Peak Hour 11:45 07:15 07:15 16:30 12:30 16:30 Volume 1123 1550 2304 1916 1100 3014 P.H.F.0.92 0.93 0.94 0.92 0.93 0.97 DAY 1 Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo - Eagle Dr. PM Project#Tuesday, July 26, 2011 AM Daily Totals 11-1093-005 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 66 24 12:00 293 278 00:15 30 17 12:15 236 285 00:30 20 8 12:30 320 299 00:45 21 137 14 63 200 12:45 255 1104 296 1158 2262 01:00 16 12 13:00 275 266 01:15 9 10 13:15 295 258 01:30 11 13 13:30 249 244 01:45 13 49 12 47 96 13:45 271 1090 230 998 2088 02:00 13 7 14:00 273 232 02:15 9 9 14:15 289 241 02:30 8 6 14:30 365 258 02:45 4 34 6 28 62 14:45 321 1248 228 959 2207 03:00 4 5 15:00 325 241 03:15 5 14 15:15 288 239 03:30 8 16 15:30 396 233 03:45 10 27 30 65 92 15:45 351 1360 224 937 2297 04:00 13 20 16:00 397 214 04:15 8 37 16:15 389 258 04:30 10 81 16:30 443 263 04:45 28 59 121 259 318 16:45 475 1704 269 1004 2708 05:00 23 67 17:00 422 244 05:15 17 112 17:15 445 214 05:30 44 175 17:30 437 296 05:45 62 146 278 632 778 17:45 378 1682 228 982 2664 06:00 47 212 18:00 378 214 06:15 70 227 18:15 335 185 06:30 78 297 18:30 261 199 06:45 110 305 395 1131 1436 18:45 219 1193 166 764 1957 07:00 115 329 19:00 225 154 07:15 145 344 19:15 178 141 07:30 147 419 19:30 200 128 07:45 199 606 439 1531 2137 19:45 167 770 122 545 1315 08:00 183 331 20:00 164 104 08:15 204 288 20:15 161 101 08:30 197 341 20:30 150 108 08:45 199 783 350 1310 2093 20:45 140 615 87 400 1015 09:00 204 271 21:00 135 85 09:15 189 250 21:15 104 66 09:30 195 229 21:30 93 60 09:45 192 780 263 1013 1793 21:45 79 411 54 265 676 10:00 190 228 22:00 84 42 10:15 164 192 22:15 72 39 10:30 175 233 22:30 73 55 10:45 221 750 194 847 1597 22:45 79 308 50 186 494 11:00 209 202 23:00 66 54 11:15 232 205 23:15 46 42 11:30 251 225 23:30 47 29 11:45 223 915 279 911 1826 23:45 39 198 33 158 356 Total Vol.4591 7837 12428 11683 8356 20039 NB SB EB WB Combined 16274 16193 32467 Split %36.9% 63.1%38.3%58.3% 41.7%61.7% Peak Hour 11:45 07:15 11:45 16:30 12:00 16:45 Volume 1072 1533 2213 1785 1158 2802 P.H.F.0.84 0.87 0.89 0.94 0.97 0.94 11-1093-005 Daily Totals DAY 2 Project#Wednesday, July 27, 2011 Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo - Eagle Dr. AM PM Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 59 20 12:00 0 0 298 268 00:15 0 0 28 17 12:15 0 0 248 264 00:30 0 0 18 11 12:30 0 0 313 298 00:45 0 0 0 0 17 121 14 61 182 12:45 0 0 0 0 246 1105 291 1120 2224 01:00 0 0 13 14 13:00 0 0 274 270 01:15 0 0 8 10 13:15 0 0 274 252 01:30 0 0 13 11 13:30 0 0 246 237 01:45 0 0 0 0 14 48 8 43 90 13:45 0 0 0 0 255 1048 233 991 2039 02:00 0 0 15 5 14:00 0 0 287 245 02:15 0 0 10 8 14:15 0 0 300 243 02:30 0 0 8 7 14:30 0 0 353 250 02:45 0000 94062666 14:45 0 0 0 0 321 1260 223 960 2220 03:00 0 0 6 9 15:00 0 0 335 240 03:15 0 0 7 14 15:15 0 0 314 230 03:30 0 0 9 18 15:30 0 0 391 226 03:45 0 0 0 0 12 333372 105 15:45 0 0 0 0 356 1395 232 927 2322 04:00 0 0 11 25 16:00 0 0 410 236 04:15 0 0 9 39 16:15 0 0 404 250 04:30 0 0 12 70 16:30 0 0 476 254 04:45 0 0 0 0 25 57 116 249 305 16:45 0 0 0 0 465 1755 283 1022 2777 05:00 0 0 24 71 17:00 0 0 428 272 05:15 0 0 18 112 17:15 0 0 482 236 05:30 0 0 46 167 17:30 0 0 447 270 05:45 0 0 0 0 63 150 286 636 785 17:45 0 0 0 0 365 1722 224 1001 2723 06:00 0 0 47 213 18:00 0 0 340 227 06:15 0 0 63 226 18:15 0 0 334 209 06:30 0 0 81 304 18:30 0 0 262 198 06:45 0 0 0 0 110 300 376 1119 1419 18:45 0 0 0 0 249 1183 177 810 1993 07:00 0 0 124 314 19:00 0 0 228 151 07:15 0 0 144 361 19:15 0 0 190 141 07:30 0 0 175 408 19:30 0 0 192 134 07:45 0 0 0 0 199 642 428 1511 2152 19:45 0 0 0 0 171 780 113 538 1318 08:00 0 0 196 345 20:00 0 0 156 108 08:15 0 0 196 308 20:15 0 0 151 103 08:30 0 0 200 339 20:30 0 0 143 98 08:45 0 0 0 0 201 793 337 1328 2121 20:45 0 0 0 0 132 581 95 403 983 09:00 0 0 200 265 21:00 0 0 123 91 09:15 0 0 196 246 21:15 0 0 111 83 09:30 0 0 186 228 21:30 0 0 90 74 09:45 0 0 0 0 195 777 258 997 1773 21:45 0 0 0 0 84 408 65 311 719 10:00 0 0 193 217 22:00 0 0 88 54 10:15 0 0 174 201 22:15 0 0 77 50 10:30 0 0 186 232 22:30 0 0 77 55 10:45 0 0 0 0 225 777 216 865 1642 22:45 0 0 0 0 69 311 46 204 514 11:00 0 0 213 212 23:00 0 0 62 48 11:15 0 0 240 227 23:15 0 0 49 41 11:30 0 0 244 227 23:30 0 0 50 31 11:45 0 0 0 0 239 936 259 925 1860 23:45 0 0 0 0 40 200 32 151 351 Total Vol.4671 7828 12498 11745 8436 20180 NB SB Combined 16415 16263 32678 Split %37.4% 62.6%38.2%58.2% 41.8%61.8% Peak Hour 11:45 07:15 07:15 16:30 12:15 16:30 Volume 1098 1542 2256 1851 1122 2895 P.H.F.0.88 0.90 0.90 0.96 0.94 0.97 11-1093-005Project# Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo - Eagle Dr. Tuesday, July 26, 2011 Wednesday, July 27, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday26End Time Tue01:00 16402:00 8403:00 6904:00 11805:00 29206:00 79207:00 140108:00 216709:00 214810:00 175311:00 168612:00 189413:00 218614:00 199015:00 223216:00 234717:00 284618:00 278119:00 202820:00 132021:00 95122:00 76123:00 53424:00 345Total 32889* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Melrose Dr and Paseo Valindo/Eagle Dr.July 26, 2011Palomar Airport Road Between Melrose Dr and Paseo Valindo/Eagle Dr.16484691182927921401216721481753168618942186199022322347284627812028132095176153434502505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,27End Time Wed01:00 20002:00 9603:00 6204:00 9205:00 31806:00 77807:00 143608:00 213709:00 209310:00 179311:00 159712:00 182613:00 226214:00 208815:00 220716:00 229717:00 270818:00 266419:00 195720:00 131521:00 101522:00 67623:00 49424:00 356Total 32467* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Melrose Dr and Paseo Valindo/Eagle Dr.July 27, 2011Palomar Airport Road Between Melrose Dr and Paseo Valindo/Eagle Dr.20096629231877814362137209317931597182622622088220722972708266419571315101567649435602505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 6 Location: El Camino Real Between Plaza Drive and Marron Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 27 18 12:00 272 234 00:15 21 11 12:15 246 236 00:30 16 14 12:30 223 223 00:45 11 75 13 56 131 12:45 221 962 241 934 1896 01:00 17 14 13:00 239 253 01:15 13 5 13:15 253 212 01:30 8 10 13:30 216 240 01:45 11 49 12 41 90 13:45 249 957 247 952 1909 02:00 13 9 14:00 250 209 02:15 7 12 14:15 250 221 02:30 6 6 14:30 247 223 02:45 7 33 7 34 67 14:45 273 1020 209 862 1882 03:00 2 7 15:00 290 202 03:15 3 5 15:15 317 219 03:30 9 4 15:30 267 218 03:45 7211127 48 15:45 295 1169 234 873 2042 04:00 15 12 16:00 311 220 04:15 10 33 16:15 317 223 04:30 19 32 16:30 297 235 04:45 26 70 57 134 204 16:45 346 1271 254 932 2203 05:00 35 35 17:00 335 246 05:15 45 48 17:15 304 248 05:30 43 104 17:30 327 257 05:45 60 183 142 329 512 17:45 305 1271 222 973 2244 06:00 78 87 18:00 245 215 06:15 88 132 18:15 289 249 06:30 110 164 18:30 259 207 06:45 118 394 220 603 997 18:45 221 1014 178 849 1863 07:00 119 187 19:00 185 160 07:15 148 205 19:15 200 164 07:30 163 276 19:30 163 141 07:45 180 610 310 978 1588 19:45 167 715 139 604 1319 08:00 148 242 20:00 155 128 08:15 152 244 20:15 141 122 08:30 208 226 20:30 139 123 08:45 208 716 247 959 1675 20:45 133 568 115 488 1056 09:00 137 180 21:00 117 114 09:15 190 147 21:15 113 91 09:30 176 175 21:30 97 88 09:45 193 696 209 711 1407 21:45 71 398 54 347 745 10:00 184 167 22:00 80 66 10:15 176 160 22:15 57 56 10:30 195 182 22:30 59 49 10:45 191 746 167 676 1422 22:45 43 239 41 212 451 11:00 192 190 23:00 52 53 11:15 196 200 23:15 43 31 11:30 216 215 23:30 29 31 11:45 225 829 244 849 1678 23:45 22 146 27 142 288 Total Vol.4422 5397 9819 9730 8168 17898 NB SB EB WB Combined 14152 13565 27717 Split %45.0%55.0%35.4%54.4% 45.6%64.6% Peak Hour 11:45 07:30 11:45 16:45 16:45 16:45 Volume 966 1072 1903 1312 1005 2317 P.H.F.0.89 0.86 0.94 0.95 0.98 0.97 PM Project#Tuesday, July 12, 2011 AM Daily Totals 11-1093-006 El Camino Real btwn. Marron Rd. & Plaza Dr. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 31 21 12:00 243 218 00:15 24 15 12:15 255 229 00:30 18 15 12:30 243 205 00:45 18 91 13 64 155 12:45 224 965 270 922 1887 01:00 11 9 13:00 213 229 01:15 12 6 13:15 231 255 01:30 6 8 13:30 241 185 01:45 7361336 72 13:45 244 929 219 888 1817 02:00 20 7 14:00 244 211 02:15 6 8 14:15 225 227 02:30 1 5 14:30 233 206 02:45 5 32 8 28 60 14:45 285 987 218 862 1849 03:00 4 5 15:00 254 195 03:15 5 9 15:15 298 226 03:30 8 7 15:30 279 196 03:45 7241132 56 15:45 319 1150 228 845 1995 04:00 11 17 16:00 302 222 04:15 14 34 16:15 336 238 04:30 14 26 16:30 329 262 04:45 23 62 68 145 207 16:45 329 1296 245 967 2263 05:00 39 29 17:00 351 256 05:15 42 51 17:15 357 256 05:30 60 94 17:30 330 235 05:45 67 208 150 324 532 17:45 312 1350 254 1001 2351 06:00 80 91 18:00 302 220 06:15 84 119 18:15 263 187 06:30 111 176 18:30 272 185 06:45 129 404 228 614 1018 18:45 237 1074 181 773 1847 07:00 131 186 19:00 218 157 07:15 157 202 19:15 185 163 07:30 155 278 19:30 192 142 07:45 179 622 320 986 1608 19:45 196 791 154 616 1407 08:00 166 231 20:00 154 152 08:15 188 250 20:15 154 145 08:30 163 189 20:30 134 109 08:45 177 694 214 884 1578 20:45 139 581 124 530 1111 09:00 167 200 21:00 132 131 09:15 149 184 21:15 121 82 09:30 176 178 21:30 101 93 09:45 176 668 179 741 1409 21:45 90 444 84 390 834 10:00 158 170 22:00 68 71 10:15 145 204 22:15 72 63 10:30 216 187 22:30 63 55 10:45 207 726 174 735 1461 22:45 57 260 35 224 484 11:00 193 188 23:00 52 52 11:15 206 203 23:15 41 28 11:30 212 191 23:30 20 34 11:45 199 810 226 808 1618 23:45 22 135 26 140 275 Total Vol.4377 5397 9774 9962 8158 18120 NB SB EB WB Combined 14339 13555 27894 Split %44.8%55.2%35.0%55.0% 45.0%65.0% Peak Hour 11:45 07:30 11:45 16:45 16:30 16:30 Volume 940 1079 1818 1367 1019 2385 P.H.F.0.92 0.84 0.94 0.96 0.97 0.97 AM PM Project# El Camino Real btwn. Marron Rd. & Plaza Dr. Wednesday, July 13, 2011 11-1093-006 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 20 0 0 12:00 258 226 0 0 00:15 23 13 0 0 12:15 251 233 0 0 00:30 17 15 0 0 12:30 233 214 0 0 00:45 15 83 13 60 0 0 0 0 143 12:45 223 964 256 928 0 0 0 0 1892 01:00 14 12 0 0 13:00 226 241 0 0 01:15 13 6 0 0 13:15 242 234 0 0 01:30 7 9 0 0 13:30 229 213 0 0 01:45 9431339 0 000 81 13:45 247 943 233 920 0 0 0 0 1863 02:00 17 8 0 0 14:00 247 210 0 0 02:15 7 10 0 0 14:15 238 224 0 0 02:30 4 6 0 0 14:30 240 215 0 0 02:45 6 33 8 31 0 0 0 0 64 14:45 279 1004 214 862 0 0 0 0 1866 03:00 3 6 0 0 15:00 272 199 0 0 03:15 4 7 0 0 15:15 308 223 0 0 03:30 9 6 0 0 15:30 273 207 0 0 03:45 7231130 0 000 52 15:45 307 1160 231 859 0 0 0 0 2019 04:00 13 15 0 0 16:00 307 221 0 0 04:15 12 34 0 0 16:15 327 231 0 0 04:30 17 29 0 0 16:30 313 249 0 0 04:45 25 66 63 140 0 0 0 0 206 16:45 338 1284 250 950 0 0 0 0 2233 05:00 37 32 0 0 17:00 343 251 0 0 05:15 44 50 0 0 17:15 331 252 0 0 05:30 52 99 0 0 17:30 329 246 0 0 05:45 64 196 146 327 0 0 0 0 522 17:45 309 1311 238 987 0 0 0 0 2298 06:00 79 89 0 0 18:00 274 218 0 0 06:15 86 126 0 0 18:15 276 218 0 0 06:30 111 170 0 0 18:30 266 196 0 0 06:45 124 399 224 609 0 0 0 0 1008 18:45 229 1044 180 811 0 0 0 0 1855 07:00 125 187 0 0 19:00 202 159 0 0 07:15 153 204 0 0 19:15 193 164 0 0 07:30 159 277 0 0 19:30 178 142 0 0 07:45 180 616 315 982 0 0 0 0 1598 19:45 182 753 147 610 0 0 0 0 1363 08:00 157 237 0 0 20:00 155 140 0 0 08:15 170 247 0 0 20:15 148 134 0 0 08:30 186 208 0 0 20:30 137 116 0 0 08:45 193 705 231 922 0 0 0 0 1627 20:45 136 575 120 509 0 0 0 0 1084 09:00 152 190 0 0 21:00 125 123 0 0 09:15 170 166 0 0 21:15 117 87 0 0 09:30 176 177 0 0 21:30 99 91 0 0 09:45 185 682 194 726 0 0 0 0 1408 21:45 81 421 69 369 0 0 0 0 790 10:00 171 169 0 0 22:00 74 69 0 0 10:15 161 182 0 0 22:15 65 60 0 0 10:30 206 185 0 0 22:30 61 52 0 0 10:45 199 736 171 706 0 0 0 0 1442 22:45 50 250 38 218 0 0 0 0 468 11:00 193 189 0 0 23:00 52 53 0 0 11:15 201 202 0 0 23:15 42 30 0 0 11:30 214 203 0 0 23:30 25 33 0 0 11:45 212 820 235 829 0 0 0 0 1648 23:45 22 141 27 141 0 0 0 0 282 Total Vol.4400 5397 9797 9846 8163 18009 NB SB Combined 14246 13560 27806 Split %44.9%55.1%35.2%54.7% 45.3%64.8% Peak Hour 11:45 07:30 11:45 16:45 16:30 16:45 Volume 953 1076 1861 1340 1001 2338 P.H.F.0.93 0.85 0.96 0.98 0.99 0.98 Daily Totals 2-DAY AVERAGE AM PM 11-1093-006Project# El Camino Real btwn. Marron Rd. & Plaza Dr. Tuesday, July 12, 2011 Wednesday, July 13, 2011 Tuesday,12End Time Tues01:00 13102:00 9003:00 6704:00 4805:00 20406:00 51207:00 99708:00 158809:00 167510:00 140711:00 142212:00 167813:00 189614:00 190915:00 188216:00 204217:00 220318:00 224419:00 186320:00 131921:00 105622:00 74523:00 45124:00 288Total 27717* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Plaza Drive and Marron RoadJuly 12, 2011El Camino Real Between Plaza Drive and Marron Road 13190674820451299715881675140714221678189619091882204222032244186313191056745451288025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,13End Time Wed01:00 15502:00 7203:00 6004:00 5605:00 20706:00 53207:00 101808:00 160809:00 157810:00 140911:00 146112:00 161813:00 188714:00 181715:00 184916:00 199517:00 226318:00 235119:00 184720:00 140721:00 111122:00 83423:00 48424:00 275Total 27894* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Plaza Drive and Marron RoadJuly 13, 2011El Camino Real Between Plaza Drive and Marron Road155726056207532101816081578140914611618188718171849199522632351184714071111834484275025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 7 Location: El Camino Real Between Tamarack Avenue and Kelly Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 12 12:00 221 181 00:15 24 6 12:15 250 190 00:30 7 12 12:30 211 210 00:45 12 77 4 34 111 12:45 192 874 255 836 1710 01:00 14 1 13:00 179 279 01:15 7 2 13:15 198 271 01:30 8 8 13:30 225 195 01:45 10 39 7 18 57 13:45 200 802 221 966 1768 02:00 5 3 14:00 186 210 02:15 3 5 14:15 211 231 02:30 6 5 14:30 240 200 02:45 8 22 3 16 38 14:45 267 904 185 826 1730 03:00 2 7 15:00 271 164 03:15 4 3 15:15 248 193 03:30 4 9 15:30 308 193 03:45 6161029 45 15:45 306 1133 165 715 1848 04:00 7 17 16:00 304 214 04:15 3 35 16:15 354 197 04:30 7 35 16:30 326 200 04:45 12 29 60 147 176 16:45 405 1389 188 799 2188 05:00 6 37 17:00 414 188 05:15 11 62 17:15 408 172 05:30 20 148 17:30 443 174 05:45 27 64 149 396 460 17:45 335 1600 180 714 2314 06:00 39 93 18:00 285 141 06:15 29 139 18:15 252 142 06:30 54 214 18:30 206 149 06:45 68 190 266 712 902 18:45 167 910 103 535 1445 07:00 78 240 19:00 185 105 07:15 85 284 19:15 155 104 07:30 94 368 19:30 130 87 07:45 105 362 440 1332 1694 19:45 121 591 89 385 976 08:00 107 304 20:00 113 86 08:15 97 302 20:15 104 66 08:30 125 266 20:30 106 74 08:45 131 460 252 1124 1584 20:45 111 434 73 299 733 09:00 109 216 21:00 92 68 09:15 132 172 21:15 89 70 09:30 129 171 21:30 68 72 09:45 155 525 176 735 1260 21:45 61 310 57 267 577 10:00 133 166 22:00 55 34 10:15 151 166 22:15 45 29 10:30 174 176 22:30 49 22 10:45 165 623 158 666 1289 22:45 29 178 23 108 286 11:00 188 137 23:00 41 20 11:15 172 194 23:15 38 31 11:30 197 171 23:30 23 15 11:45 202 759 176 678 1437 23:45 26 128 13 79 207 Total Vol.3166 5887 9053 9253 6529 15782 NB SB EB WB Combined 12419 12416 24835 Split %35.0%65.0%36.5%58.6% 41.4%63.5% Peak Hour 11:45 07:30 07:30 16:45 12:30 16:45 Volume 884 1414 1817 1670 1015 2392 P.H.F.0.88 0.80 0.83 0.94 0.91 0.97 El Camino Real btwn. Kelly Dr. & Tamarack Ave. DAY 1 PM Project#Wednesday, July 20, 2011 AM Daily Totals 11-1093-007 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 36 11 12:00 256 211 00:15 18 11 12:15 192 219 00:30 9 8 12:30 210 234 00:45 16 79 9 39 118 12:45 197 855 221 885 1740 01:00 9 9 13:00 212 262 01:15 6 4 13:15 239 217 01:30 7 1 13:30 200 245 01:45 7 29 5 19 48 13:45 195 846 182 906 1752 02:00 8 5 14:00 203 187 02:15 4 8 14:15 204 167 02:30 4 4 14:30 273 187 02:45 6 22 4 21 43 14:45 225 905 186 727 1632 03:00 5 3 15:00 296 187 03:15 3 6 15:15 256 167 03:30 3 12 15:30 290 174 03:45 5161334 50 15:45 336 1178 173 701 1879 04:00 9 16 16:00 355 185 04:15 1 24 16:15 334 182 04:30 7 33 16:30 375 211 04:45 9 26 66 139 165 16:45 365 1429 198 776 2205 05:00 16 32 17:00 443 190 05:15 9 70 17:15 452 177 05:30 13 132 17:30 384 193 05:45 37 75 157 391 466 17:45 320 1599 150 710 2309 06:00 27 101 18:00 312 152 06:15 34 140 18:15 246 115 06:30 40 220 18:30 211 136 06:45 66 167 268 729 896 18:45 174 943 105 508 1451 07:00 61 238 19:00 182 116 07:15 74 292 19:15 164 88 07:30 82 386 19:30 132 80 07:45 102 319 461 1377 1696 19:45 131 609 84 368 977 08:00 95 326 20:00 124 80 08:15 113 337 20:15 128 76 08:30 109 299 20:30 118 86 08:45 143 460 273 1235 1695 20:45 81 451 88 330 781 09:00 124 234 21:00 97 74 09:15 130 187 21:15 94 61 09:30 124 216 21:30 74 47 09:45 172 550 244 881 1431 21:45 49 314 55 237 551 10:00 128 182 22:00 55 39 10:15 136 164 22:15 46 36 10:30 169 195 22:30 41 31 10:45 175 608 187 728 1336 22:45 39 181 33 139 320 11:00 162 202 23:00 43 12 11:15 171 171 23:15 36 29 11:30 172 201 23:30 23 11 11:45 226 731 187 761 1492 23:45 27 129 23 75 204 Total Vol.3082 6354 9436 9439 6362 15801 NB SB EB WB Combined 12521 12716 25237 Split %32.7%67.3%37.4%59.7% 40.3%62.6% Peak Hour 11:45 07:30 07:30 16:45 12:45 16:30 Volume 884 1510 1902 1644 945 2411 P.H.F.0.86 0.82 0.84 0.91 0.90 0.95 DAY 2 AM PM Project# El Camino Real btwn. Kelly Dr. & Tamarack Ave. Thursday, July 21, 2011 11-1093-007 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 35 12 0 0 12:00 239 196 0 0 00:15 21 9 0 0 12:15 221 205 0 0 00:30 8 10 0 0 12:30 211 222 0 0 00:45 14 78 7 37 0 0 0 0 115 12:45 195 865 238 861 0 0 0 0 1725 01:00 12 5 0 0 13:00 196 271 0 0 01:15 7 3 0 0 13:15 219 244 0 0 01:30 8 5 0 0 13:30 213 220 0 0 01:45 9 34 6 19 0 0 0 0 53 13:45 198 824 202 936 0 0 0 0 1760 02:00 7 4 0 0 14:00 195 199 0 0 02:15 4 7 0 0 14:15 208 199 0 0 02:30 5 5 0 0 14:30 257 194 0 0 02:45 7 22 4 19 0 0 0 0 41 14:45 246 905 186 777 0 0 0 0 1681 03:00 4 5 0 0 15:00 284 176 0 0 03:15 4 5 0 0 15:15 252 180 0 0 03:30 4 11 0 0 15:30 299 184 0 0 03:45 6161232 0 000 48 15:45 321 1156 169 708 0 0 0 0 1864 04:00 8 17 0 0 16:00 330 200 0 0 04:15 2 30 0 0 16:15 344 190 0 0 04:30 7 34 0 0 16:30 351 206 0 0 04:45 11 28 63 143 0 0 0 0 171 16:45 385 1409 193 788 0 0 0 0 2197 05:00 11 35 0 0 17:00 429 189 0 0 05:15 10 66 0 0 17:15 430 175 0 0 05:30 17 140 0 0 17:30 414 184 0 0 05:45 32 70 153 394 0 0 0 0 463 17:45 328 1600 165 712 0 0 0 0 2312 06:00 33 97 0 0 18:00 299 147 0 0 06:15 32 140 0 0 18:15 249 129 0 0 06:30 47 217 0 0 18:30 209 143 0 0 06:45 67 179 267 721 0 0 0 0 899 18:45 171 927 104 522 0 0 0 0 1448 07:00 70 239 0 0 19:00 184 111 0 0 07:15 80 288 0 0 19:15 160 96 0 0 07:30 88 377 0 0 19:30 131 84 0 0 07:45 104 341 451 1355 0 0 0 0 1695 19:45 126 600 87 377 0 0 0 0 977 08:00 101 315 0 0 20:00 119 83 0 0 08:15 105 320 0 0 20:15 116 71 0 0 08:30 117 283 0 0 20:30 112 80 0 0 08:45 137 460 263 1180 0 0 0 0 1640 20:45 96 443 81 315 0 0 0 0 757 09:00 117 225 0 0 21:00 95 71 0 0 09:15 131 180 0 0 21:15 92 66 0 0 09:30 127 194 0 0 21:30 71 60 0 0 09:45 164 538 210 808 0 0 0 0 1346 21:45 55 312 56 252 0 0 0 0 564 10:00 131 174 0 0 22:00 55 37 0 0 10:15 144 165 0 0 22:15 46 33 0 0 10:30 172 186 0 0 22:30 45 27 0 0 10:45 170 616 173 697 0 0 0 0 1313 22:45 34 180 28 124 0 0 0 0 303 11:00 175 170 0 0 23:00 42 16 0 0 11:15 172 183 0 0 23:15 37 30 0 0 11:30 185 186 0 0 23:30 23 13 0 0 11:45 214 745 182 720 0 0 0 0 1465 23:45 27 129 18 77 0 0 0 0 206 Total Vol.3124 6121 9245 9346 6446 15792 NB SB Combined 12470 12566 25036 Split %33.8%66.2%36.9%59.2% 40.8%63.1% Peak Hour 11:45 07:30 07:30 16:45 12:30 16:45 Volume 884 1462 1860 1657 975 2397 P.H.F.0.93 0.81 0.84 0.96 0.90 0.97 11-1093-007 Project# El Camino Real btwn. Kelly Dr. & Tamarack Ave. Wednesday, July 20, 2011 Thursday, July 21, 2011 AM PM Daily Totals 2-DAY AVERAGE Wednesday, 20End Time Wed01:00 11102:00 5703:00 3804:00 4505:00 17606:00 46007:00 90208:00 169409:00 158410:00 126011:00 128912:00 143713:00 171014:00 176815:00 173016:00 184817:00 218818:00 231419:00 144520:00 97621:00 73322:00 57723:00 28624:00 207Total 24835* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Tamarack Avenue and Kelly DriveJuly 20, 20111115738451764609021694158412601289143717101768173018482188231414459767335772862070250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00# of VehiclesTimeEl Camino Real Between Tamarack Avenue and Kelly Drive Thursday, 21End Time Thu01:00 11802:00 4803:00 4304:00 5005:00 16506:00 46607:00 89608:00 169609:00 169510:00 143111:00 133612:00 149213:00 174014:00 175215:00 163216:00 187917:00 220518:00 230919:00 145120:00 97721:00 78122:00 55123:00 32024:00 204Total 25237* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Tamarack Avenue and Kelly DriveJuly 21, 20111184843501654668961696169514311336149217401752163218792205230914519777815513202040250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00El Camino Real Between Tamarack Avenue and Kelly Drive CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 8 Location: El Camino Real Between Faraday Avenue and Palomar Airport Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 19 12:00 299 366 00:15 18 22 12:15 285 328 00:30 11 20 12:30 311 354 00:45 10 51 21 82 133 12:45 374 1269 341 1389 2658 01:00 14 16 13:00 355 328 01:15 8 13 13:15 352 285 01:30 9 11 13:30 319 296 01:45 6371050 87 13:45 322 1348 322 1231 2579 02:00 8 8 14:00 289 341 02:15 5 5 14:15 299 322 02:30 7 8 14:30 328 325 02:45 4 24 5 26 50 14:45 311 1227 341 1329 2556 03:00 8 9 15:00 341 358 03:15 11 6 15:15 352 328 03:30 14 3 15:30 328 329 03:45 19 52 11 29 81 15:45 322 1343 363 1378 2721 04:00 22 14 16:00 369 354 04:15 20 18 16:15 355 325 04:30 49 24 16:30 341 377 04:45 63 154 39 95 249 16:45 354 1419 412 1468 2887 05:00 66 35 17:00 415 455 05:15 69 54 17:15 341 458 05:30 128 52 17:30 385 487 05:45 174 437 148 289 726 17:45 344 1485 396 1796 3281 06:00 155 155 18:00 328 322 06:15 154 163 18:15 285 285 06:30 196 199 18:30 266 255 06:45 228 733 227 744 1477 18:45 214 1093 241 1103 2196 07:00 242 252 19:00 185 210 07:15 279 296 19:15 154 185 07:30 322 311 19:30 174 174 07:45 413 1256 328 1187 2443 19:45 141 654 144 713 1367 08:00 339 344 20:00 145 128 08:15 328 341 20:15 128 120 08:30 310 349 20:30 133 108 08:45 341 1318 345 1379 2697 20:45 141 547 87 443 990 09:00 285 248 21:00 128 76 09:15 255 224 21:15 87 66 09:30 286 225 21:30 85 60 09:45 256 1082 243 940 2022 21:45 78 378 54 256 634 10:00 248 231 22:00 80 74 10:15 218 223 22:15 87 55 10:30 232 220 22:30 75 50 10:45 204 902 198 872 1774 22:45 54 296 54 233 529 11:00 239 231 23:00 42 42 11:15 223 218 23:15 28 29 11:30 245 307 23:30 24 33 11:45 231 938 301 1057 1995 23:45 21 115 20 124 239 Total Vol.6984 6750 13734 11174 11463 22637 NB SB EB WB Combined 18158 18213 36371 Split %50.9%49.1%37.8%49.4% 50.6%62.2% Peak Hour 07:30 08:00 07:45 16:45 16:45 16:45 Volume 1402 1379 2752 1495 1812 3307 P.H.F.0.85 0.99 0.93 0.90 0.93 0.95 PM Project#Tuesday, July 26, 2011 AM Daily Totals 11-1093-008 El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 21 16 12:00 344 369 00:15 19 11 12:15 352 322 00:30 11 14 12:30 396 310 00:45 10 61 18 59 120 12:45 355 1447 328 1329 2776 01:00 14 13 13:00 341 344 01:15 18 12 13:15 328 341 01:30 8 9 13:30 311 289 01:45 5 45 6 40 85 13:45 328 1308 317 1291 2599 02:00 9 3 14:00 285 332 02:15 6 2 14:15 277 285 02:30 3 5 14:30 321 344 02:45 2 20 4 14 34 14:45 322 1205 328 1289 2494 03:00 5 7 15:00 328 314 03:15 8 4 15:15 304 322 03:30 7 11 15:30 301 396 03:45 11 31 14 36 67 15:45 330 1263 355 1387 2650 04:00 14 18 16:00 341 341 04:15 24 24 16:15 358 355 04:30 45 45 16:30 374 396 04:45 55 138 87 174 312 16:45 401 1474 355 1447 2921 05:00 50 75 17:00 422 426 05:15 87 85 17:15 369 422 05:30 74 89 17:30 321 355 05:45 196 407 133 382 789 17:45 322 1434 341 1544 2978 06:00 166 154 18:00 285 304 06:15 154 174 18:15 266 299 06:30 174 185 18:30 265 258 06:45 188 682 196 709 1391 18:45 254 1070 244 1105 2175 07:00 214 228 19:00 210 210 07:15 285 275 19:15 185 187 07:30 322 322 19:30 166 158 07:45 412 1233 318 1143 2376 19:45 154 715 152 707 1422 08:00 385 334 20:00 128 138 08:15 344 318 20:15 123 114 08:30 341 375 20:30 111 111 08:45 289 1359 334 1361 2720 20:45 104 466 119 482 948 09:00 258 275 21:00 101 97 09:15 244 275 21:15 87 95 09:30 252 286 21:30 85 98 09:45 263 1017 245 1081 2098 21:45 78 351 60 350 701 10:00 258 231 22:00 80 54 10:15 224 200 22:15 87 42 10:30 214 201 22:30 75 41 10:45 229 925 218 850 1775 22:45 66 308 26 163 471 11:00 239 232 23:00 60 22 11:15 228 242 23:15 54 20 11:30 241 275 23:30 42 21 11:45 285 993 286 1035 2028 23:45 28 184 14 77 261 Total Vol.6911 6884 13795 11225 11171 22396 NB SB EB WB Combined 18136 18055 36191 Split %50.1%49.9%38.1%50.1% 49.9%61.9% Peak Hour 07:45 08:00 07:45 16:30 16:30 16:30 Volume 1482 1361 2827 1566 1599 3165 P.H.F.0.90 0.91 0.97 0.93 0.94 0.93 AM PM Project# El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Wednesday, July 27, 2011 11-1093-008 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 17 18 0 0 12:00 322 368 0 0 00:15 19 17 0 0 12:15 319 325 0 0 00:30 11 17 0 0 12:30 354 332 0 0 00:45 10 56 20 71 0 0 0 0 127 12:45 365 1358 335 1359 0 0 0 0 2717 01:00 14 15 0 0 13:00 348 336 0 0 01:15 13 13 0 0 13:15 340 313 0 0 01:30 9 10 0 0 13:30 315 293 0 0 01:45 6 41 8 45 0 0 0 0 86 13:45 325 1328 320 1261 0 0 0 0 2589 02:00 9 6 0 0 14:00 287 337 0 0 02:15 6 4 0 0 14:15 288 304 0 0 02:30 5 7 0 0 14:30 325 335 0 0 02:45 3 22 5 20 0 0 0 0 42 14:45 317 1216 335 1309 0 0 0 0 2525 03:00 7 8 0 0 15:00 335 336 0 0 03:15 10 5 0 0 15:15 328 325 0 0 03:30 11 7 0 0 15:30 315 363 0 0 03:45 15 42 13 33 0 0 0 0 74 15:45 326 1303 359 1383 0 0 0 0 2686 04:00 18 16 0 0 16:00 355 348 0 0 04:15 22 21 0 0 16:15 357 340 0 0 04:30 47 35 0 0 16:30 358 387 0 0 04:45 59 146 63 135 0 0 0 0 281 16:45 378 1447 384 1458 0 0 0 0 2904 05:00 58 55 0 0 17:00 419 441 0 0 05:15 78 70 0 0 17:15 355 440 0 0 05:30 101 71 0 0 17:30 353 421 0 0 05:45 185 422 141 336 0 0 0 0 758 17:45 333 1460 369 1670 0 0 0 0 3130 06:00 161 155 0 0 18:00 307 313 0 0 06:15 154 169 0 0 18:15 276 292 0 0 06:30 185 192 0 0 18:30 266 257 0 0 06:45 208 708 212 727 0 0 0 0 1434 18:45 234 1082 243 1104 0 0 0 0 2186 07:00 228 240 0 0 19:00 198 210 0 0 07:15 282 286 0 0 19:15 170 186 0 0 07:30 322 317 0 0 19:30 170 166 0 0 07:45 413 1245 323 1165 0 0 0 0 2410 19:45 148 685 148 710 0 0 0 0 1395 08:00 362 339 0 0 20:00 137 133 0 0 08:15 336 330 0 0 20:15 126 117 0 0 08:30 326 362 0 0 20:30 122 110 0 0 08:45 315 1339 340 1370 0 0 0 0 2709 20:45 123 507 103 463 0 0 0 0 969 09:00 272 262 0 0 21:00 115 87 0 0 09:15 250 250 0 0 21:15 87 81 0 0 09:30 269 256 0 0 21:30 85 79 0 0 09:45 260 1050 244 1011 0 0 0 0 2060 21:45 78 365 57 303 0 0 0 0 668 10:00 253 231 0 0 22:00 80 64 0 0 10:15 221 212 0 0 22:15 87 49 0 0 10:30 223 211 0 0 22:30 75 46 0 0 10:45 217 914 208 861 0 0 0 0 1775 22:45 60 302 40 198 0 0 0 0 500 11:00 239 232 0 0 23:00 51 32 0 0 11:15 226 230 0 0 23:15 41 25 0 0 11:30 243 291 0 0 23:30 33 27 0 0 11:45 258 966 294 1046 0 0 0 0 2012 23:45 25 150 17 101 0 0 0 0 250 Total Vol.6948 6817 13765 11200 11317 22517 NB SB Combined 18147 18134 36281 Split %50.5%49.5%37.9%49.7% 50.3%62.1% Peak Hour 07:45 08:00 07:45 16:15 16:45 16:45 Volume 1436 1370 2790 1510 1685 3189 P.H.F.0.87 0.95 0.95 0.90 0.96 0.93 Daily Totals 2-DAY AVERAGE AM PM 11-1093-008Project# El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Tuesday, July 26, 2011 Wednesday, July 27, 2011 Tuesday,26End Time Tue01:00 13302:00 8703:00 5004:00 8105:00 24906:00 72607:00 147708:00 244309:00 269710:00 202211:00 177412:00 199513:00 265814:00 257915:00 255616:00 272117:00 288718:00 328119:00 219620:00 136721:00 99022:00 63423:00 52924:00 239Total 36371* - Volumes represent combined totals of both directions.24-Hour Volume PlotEL Camino RealBetween Faraday Avenue and Palomar Airport RoadJuly 26, 2011El Camino Real Between Faraday Avenue and Palomar Airport Road133875081249726147724432697202217741995265825792556272128873281219613679906345292390250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,27End Time Wed01:00 12002:00 8503:00 3404:00 6705:00 31206:00 78907:00 139108:00 237609:00 272010:00 209811:00 177512:00 202813:00 277614:00 259915:00 249416:00 265017:00 292118:00 297819:00 217520:00 142221:00 94822:00 70123:00 47124:00 261Total 36191* - Volumes represent combined totals of both directions.24-Hour Volume PlotEL Camino RealBetween Faraday Avenue and Palomar Airport RoadJuly 27, 2011El Camino Real Between Faraday Avenue and Palomar Airport Road120853467312789139123762720209817752028277625992494265029212978217514229487014712610250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 9 Location: El Camino Real Between Camino Vida Roble and Cassia Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 12 12:00 242 339 00:15 10 16 12:15 264 253 00:30 12 17 12:30 246 288 00:45 8 42 15 60 102 12:45 325 1077 265 1145 2222 01:00 9 8 13:00 345 244 01:15 8 12 13:15 334 263 01:30 7 7 13:30 267 246 01:45 6 30 5 32 62 13:45 280 1226 224 977 2203 02:00 7 4 14:00 272 234 02:15 6 7 14:15 247 238 02:30 7 3 14:30 226 266 02:45 4 24 4 18 42 14:45 260 1005 230 968 1973 03:00 6 3 15:00 249 291 03:15 7 8 15:15 265 273 03:30 3 10 15:30 228 272 03:45 11 27 11 32 59 15:45 259 1001 292 1128 2129 04:00 6 8 16:00 216 402 04:15 10 10 16:15 252 316 04:30 21 14 16:30 264 373 04:45 31 68 17 49 117 16:45 292 1024 414 1505 2529 05:00 36 20 17:00 263 509 05:15 35 33 17:15 244 474 05:30 57 39 17:30 251 459 05:45 94 222 51 143 365 17:45 209 967 368 1810 2777 06:00 93 55 18:00 195 313 06:15 103 94 18:15 211 330 06:30 156 119 18:30 170 265 06:45 216 568 119 387 955 18:45 157 733 245 1153 1886 07:00 201 165 19:00 154 177 07:15 305 139 19:15 145 195 07:30 353 189 19:30 123 139 07:45 439 1298 194 687 1985 19:45 124 546 115 626 1172 08:00 375 195 20:00 92 119 08:15 397 217 20:15 95 113 08:30 391 186 20:30 74 115 08:45 429 1592 248 846 2438 20:45 95 356 87 434 790 09:00 318 181 21:00 110 98 09:15 325 172 21:15 93 84 09:30 264 148 21:30 55 62 09:45 258 1165 204 705 1870 21:45 70 328 83 327 655 10:00 220 177 22:00 57 52 10:15 195 198 22:15 60 37 10:30 241 187 22:30 34 43 10:45 218 874 237 799 1673 22:45 35 186 35 167 353 11:00 225 201 23:00 36 34 11:15 258 258 23:15 26 35 11:30 227 276 23:30 26 20 11:45 261 971 340 1075 2046 23:45 16 104 17 106 210 Total Vol.6881 4833 11714 8553 10346 18899 NB SB EB WB Combined 15434 15179 30613 Split %58.7%41.3%38.3%45.3% 54.7%61.7% Peak Hour 07:45 11:45 08:00 12:45 16:45 16:45 Volume 1602 1220 2438 1271 1856 2906 P.H.F.0.91 0.90 0.90 0.92 0.91 0.94 PM Project#Tuesday, July 26, 2011 AM Daily Totals 11-1093-009 El Camino Real btwn. Camino Vida Roble & Cassia Rd. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 17 17 12:00 244 319 00:15 15 13 12:15 297 286 00:30 9 11 12:30 265 291 00:45 12 53 13 54 107 12:45 279 1085 270 1166 2251 01:00 12 13 13:00 313 265 01:15 8 10 13:15 322 251 01:30 2 6 13:30 249 238 01:45 9 31 8 37 68 13:45 261 1145 223 977 2122 02:00 5 6 14:00 274 226 02:15 5 3 14:15 264 236 02:30 5 6 14:30 286 275 02:45 5 20 6 21 41 14:45 255 1079 272 1009 2088 03:00 4 6 15:00 212 248 03:15 4 7 15:15 290 228 03:30 12 7 15:30 256 296 03:45 13 33 11 31 64 15:45 263 1021 325 1097 2118 04:00 6 9 16:00 252 376 04:15 16 10 16:15 263 374 04:30 18 11 16:30 234 409 04:45 30 70 24 54 124 16:45 300 1049 428 1587 2636 05:00 26 18 17:00 244 492 05:15 46 25 17:15 254 542 05:30 56 42 17:30 238 465 05:45 99 227 40 125 352 17:45 212 948 380 1879 2827 06:00 93 45 18:00 239 308 06:15 100 76 18:15 173 285 06:30 139 126 18:30 166 251 06:45 206 538 124 371 909 18:45 144 722 255 1099 1821 07:00 184 178 19:00 141 216 07:15 242 172 19:15 126 181 07:30 363 197 19:30 145 142 07:45 395 1184 175 722 1906 19:45 116 528 133 672 1200 08:00 438 237 20:00 126 122 08:15 392 176 20:15 86 99 08:30 324 254 20:30 108 115 08:45 412 1566 254 921 2487 20:45 108 428 81 417 845 09:00 313 185 21:00 115 97 09:15 321 181 21:15 93 76 09:30 261 205 21:30 93 64 09:45 256 1151 190 761 1912 21:45 76 377 53 290 667 10:00 230 186 22:00 62 61 10:15 244 168 22:15 69 38 10:30 214 231 22:30 54 39 10:45 222 910 214 799 1709 22:45 32 217 30 168 385 11:00 215 214 23:00 40 41 11:15 235 238 23:15 29 19 11:30 240 273 23:30 25 18 11:45 225 915 318 1043 1958 23:45 16 110 21 99 209 Total Vol.6698 4939 11637 8709 10460 19169 NB SB EB WB Combined 15407 15399 30806 Split %57.6%42.4%37.8%45.4% 54.6%62.2% Peak Hour 07:30 11:45 08:00 12:30 16:45 16:45 Volume 1588 1214 2487 1179 1927 2963 P.H.F.0.91 0.95 0.92 0.92 0.89 0.93 AM PM Project# El Camino Real btwn. Camino Vida Roble & Cassia Rd. Wednesday, July 27, 2011 11-1093-009 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 15 0 0 12:00 243 329 0 0 00:15 13 15 0 0 12:15 281 270 0 0 00:30 11 14 0 0 12:30 256 290 0 0 00:45 10 48 14 57 0 0 0 0 105 12:45 302 1081 268 1156 0 0 0 0 2237 01:00 11 11 0 0 13:00 329 255 0 0 01:15 8 11 0 0 13:15 328 257 0 0 01:30 5 7 0 0 13:30 258 242 0 0 01:45 8 31 7 35 0 0 0 0 65 13:45 271 1186 224 977 0 0 0 0 2163 02:00 6 5 0 0 14:00 273 230 0 0 02:15 6 5 0 0 14:15 256 237 0 0 02:30 6 5 0 0 14:30 256 271 0 0 02:45 5 22 5 20 0 0 0 0 42 14:45 258 1042 251 989 0 0 0 0 2031 03:00 5 5 0 0 15:00 231 270 0 0 03:15 6 8 0 0 15:15 278 251 0 0 03:30 8 9 0 0 15:30 242 284 0 0 03:45 12 30 11 32 0 0 0 0 62 15:45 261 1011 309 1113 0 0 0 0 2124 04:00 6 9 0 0 16:00 234 389 0 0 04:15 13 10 0 0 16:15 258 345 0 0 04:30 20 13 0 0 16:30 249 391 0 0 04:45 31 69 21 52 0 0 0 0 121 16:45 296 1037 421 1546 0 0 0 0 2583 05:00 31 19 0 0 17:00 254 501 0 0 05:15 41 29 0 0 17:15 249 508 0 0 05:30 57 41 0 0 17:30 245 462 0 0 05:45 97 225 46 134 0 0 0 0 359 17:45 211 958 374 1845 0 0 0 0 2802 06:00 93 50 0 0 18:00 217 311 0 0 06:15 102 85 0 0 18:15 192 308 0 0 06:30 148 123 0 0 18:30 168 258 0 0 06:45 211 553 122 379 0 0 0 0 932 18:45 151 728 250 1126 0 0 0 0 1854 07:00 193 172 0 0 19:00 148 197 0 0 07:15 274 156 0 0 19:15 136 188 0 0 07:30 358 193 0 0 19:30 134 141 0 0 07:45 417 1241 185 705 0 0 0 0 1946 19:45 120 537 124 649 0 0 0 0 1186 08:00 407 216 0 0 20:00 109 121 0 0 08:15 395 197 0 0 20:15 91 106 0 0 08:30 358 220 0 0 20:30 91 115 0 0 08:45 421 1579 251 884 0 0 0 0 2463 20:45 102 392 84 426 0 0 0 0 818 09:00 316 183 0 0 21:00 113 98 0 0 09:15 323 177 0 0 21:15 93 80 0 0 09:30 263 177 0 0 21:30 74 63 0 0 09:45 257 1158 197 733 0 0 0 0 1891 21:45 73 353 68 309 0 0 0 0 661 10:00 225 182 0 0 22:00 60 57 0 0 10:15 220 183 0 0 22:15 65 38 0 0 10:30 228 209 0 0 22:30 44 41 0 0 10:45 220 892 226 799 0 0 0 0 1691 22:45 34 202 33 168 0 0 0 0 369 11:00 220 208 0 0 23:00 38 38 0 0 11:15 247 248 0 0 23:15 28 27 0 0 11:30 234 275 0 0 23:30 26 19 0 0 11:45 243 943 329 1059 0 0 0 0 2002 23:45 16 107 19 103 0 0 0 0 210 Total Vol.6790 4886 11676 8631 10403 19034 NB SB Combined 15421 15289 30710 Split %58.2%41.8%38.0%45.3% 54.7%62.0% Peak Hour 08:00 11:45 08:00 12:45 16:45 16:45 Volume 1579 1217 2463 1217 1892 2935 P.H.F.0.94 0.92 0.92 0.92 0.93 0.97 Daily Totals 2-DAY AVERAGE AM PM 11-1093-009Project# El Camino Real btwn. Camino Vida Roble & Cassia Rd. Tuesday, July 26, 2011 Wednesday, July 27, 2011 Tuesday,26End Time Tue01:00 10202:00 6203:00 4204:00 5905:00 11706:00 36507:00 95508:00 198509:00 243810:00 187011:00 167312:00 204613:00 222214:00 220315:00 197316:00 212917:00 252918:00 277719:00 188620:00 117221:00 79022:00 65523:00 35324:00 210Total 30613* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Camino Vida Roble and Cassia RoadJuly 26, 2011El Camino Real Between Camino Vida Roble and Cassia Road10262425911736595519852438187016732046222222031973212925292777188611727906553532100250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,27End Time Wed01:00 10702:00 6803:00 4104:00 6405:00 12406:00 35207:00 90908:00 190609:00 248710:00 191211:00 170912:00 195813:00 225114:00 212215:00 208816:00 211817:00 263618:00 282719:00 182120:00 120021:00 84522:00 66723:00 38524:00 209Total 30806* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Camino Vida Roble and Cassia RoadJuly 27, 2011El Camino Real Between Camino Vida Roble and Cassia Road10768416412435290919062487191217091958225121222088211826362827182112008456673852090250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 10 Location: El Camino Real Between Arenal Road and Costa Del Mar Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 22 12:00 332 421 00:15 22 14 12:15 379 381 00:30 29 8 12:30 391 399 00:45 14 94 11 55 149 12:45 399 1501 402 1603 3104 01:00 21 13 13:00 380 404 01:15 14 12 13:15 343 357 01:30 14 6 13:30 370 383 01:45 12 61 4 35 96 13:45 359 1452 331 1475 2927 02:00 10 8 14:00 403 327 02:15 10 7 14:15 387 348 02:30 4 6 14:30 438 383 02:45 7311132 63 14:45 425 1653 384 1442 3095 03:00 4 4 15:00 413 363 03:15 10 9 15:15 476 394 03:30 12 7 15:30 383 444 03:45 7331737 70 15:45 495 1767 374 1575 3342 04:00 6 11 16:00 428 490 04:15 19 17 16:15 459 461 04:30 20 33 16:30 430 499 04:45 28 73 51 112 185 16:45 514 1831 472 1922 3753 05:00 37 56 17:00 505 532 05:15 46 61 17:15 492 634 05:30 50 83 17:30 493 540 05:45 89 222 127 327 549 17:45 484 1974 469 2175 4149 06:00 76 159 18:00 476 370 06:15 118 203 18:15 410 429 06:30 144 229 18:30 354 421 06:45 223 561 321 912 1473 18:45 332 1572 317 1537 3109 07:00 231 311 19:00 327 306 07:15 256 402 19:15 289 268 07:30 312 441 19:30 272 253 07:45 427 1226 470 1624 2850 19:45 282 1170 204 1031 2201 08:00 353 437 20:00 258 164 08:15 383 480 20:15 228 171 08:30 350 470 20:30 241 136 08:45 396 1482 462 1849 3331 20:45 217 944 135 606 1550 09:00 338 381 21:00 195 123 09:15 340 392 21:15 183 117 09:30 326 418 21:30 143 94 09:45 298 1302 381 1572 2874 21:45 149 670 77 411 1081 10:00 281 377 22:00 117 84 10:15 289 334 22:15 134 58 10:30 303 372 22:30 104 73 10:45 349 1222 402 1485 2707 22:45 108 463 77 292 755 11:00 327 371 23:00 78 59 11:15 339 383 23:15 62 40 11:30 353 398 23:30 43 27 11:45 375 1394 412 1564 2958 23:45 32 215 27 153 368 Total Vol.7701 9604 17305 15212 14222 29434 NB SB EB WB Combined 22913 23826 46739 Split %44.5%55.5%37.0%51.7% 48.3%63.0% Peak Hour 07:45 07:45 07:45 16:45 16:45 16:45 Volume 1513 1857 3370 2004 2178 4182 P.H.F.0.89 0.97 0.94 0.97 0.86 0.93 PM Project#Tuesday, August 02, 2011 AM Daily Totals 11-1093-010 El Camino Real btwn. Arenal Rd. & Costa del Mar Rd. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 39 24 12:00 363 473 00:15 34 20 12:15 387 388 00:30 25 20 12:30 385 410 00:45 27 125 12 76 201 12:45 382 1517 360 1631 3148 01:00 18 9 13:00 369 380 01:15 8 16 13:15 363 363 01:30 12 12 13:30 356 338 01:45 7 45 8 45 90 13:45 408 1496 360 1441 2937 02:00 15 3 14:00 391 360 02:15 8 7 14:15 370 348 02:30 11 5 14:30 389 406 02:45 7 41 7 22 63 14:45 388 1538 419 1533 3071 03:00 11 11 15:00 400 405 03:15 5 7 15:15 414 388 03:30 11 11 15:30 435 398 03:45 9361746 82 15:45 461 1710 391 1582 3292 04:00 8 11 16:00 461 426 04:15 14 20 16:15 466 545 04:30 24 35 16:30 494 518 04:45 27 73 46 112 185 16:45 528 1949 471 1960 3909 05:00 33 54 17:00 481 559 05:15 47 60 17:15 490 631 05:30 45 78 17:30 499 578 05:45 78 203 147 339 542 17:45 492 1962 487 2255 4217 06:00 78 152 18:00 452 462 06:15 106 187 18:15 429 402 06:30 139 271 18:30 385 383 06:45 203 526 303 913 1439 18:45 328 1594 324 1571 3165 07:00 218 322 19:00 346 279 07:15 240 405 19:15 344 244 07:30 328 410 19:30 297 238 07:45 375 1161 507 1644 2805 19:45 342 1329 213 974 2303 08:00 337 463 20:00 271 182 08:15 381 494 20:15 245 159 08:30 331 475 20:30 244 167 08:45 423 1472 454 1886 3358 20:45 228 988 152 660 1648 09:00 336 388 21:00 217 131 09:15 324 409 21:15 195 139 09:30 313 407 21:30 208 118 09:45 323 1296 394 1598 2894 21:45 199 819 124 512 1331 10:00 309 396 22:00 143 82 10:15 310 341 22:15 133 91 10:30 308 414 22:30 102 71 10:45 331 1258 372 1523 2781 22:45 112 490 49 293 783 11:00 306 396 23:00 95 75 11:15 336 376 23:15 78 44 11:30 343 395 23:30 43 31 11:45 342 1327 396 1563 2890 23:45 41 257 22 172 429 Total Vol.7563 9767 17330 15649 14584 30233 NB SB EB WB Combined 23212 24351 47563 Split %43.6%56.4%36.4%51.8% 48.2%63.6% Peak Hour 11:45 07:45 07:45 16:45 17:00 16:45 Volume 1477 1939 3363 1998 2255 4237 P.H.F.0.95 0.96 0.95 0.95 0.89 0.94 AM PM Project# El Camino Real btwn. Arenal Rd. & Costa del Mar Rd. Thursday, August 04, 2011 11-1093-010 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 23 0 0 12:00 348 447 0 0 00:15 28 17 0 0 12:15 383 385 0 0 00:30 27 14 0 0 12:30 388 405 0 0 00:45 21 110 12 66 0 0 0 0 175 12:45 391 1509 381 1617 0 0 0 0 3126 01:00 20 11 0 0 13:00 375 392 0 0 01:15 11 14 0 0 13:15 353 360 0 0 01:30 13 9 0 0 13:30 363 361 0 0 01:45 10 53 6 40 0 0 0 0 93 13:45 384 1474 346 1458 0 0 0 0 2932 02:00 13 6 0 0 14:00 397 344 0 0 02:15 9 7 0 0 14:15 379 348 0 0 02:30 8 6 0 0 14:30 414 395 0 0 02:45 7 36 9 27 0 0 0 0 63 14:45 407 1596 402 1488 0 0 0 0 3083 03:00 8 8 0 0 15:00 407 384 0 0 03:15 8 8 0 0 15:15 445 391 0 0 03:30 12 9 0 0 15:30 409 421 0 0 03:45 8351742 0 000 76 15:45 478 1739 383 1579 0 0 0 0 3317 04:00 7 11 0 0 16:00 445 458 0 0 04:15 17 19 0 0 16:15 463 503 0 0 04:30 22 34 0 0 16:30 462 509 0 0 04:45 28 73 49 112 0 0 0 0 185 16:45 521 1890 472 1941 0 0 0 0 3831 05:00 35 55 0 0 17:00 493 546 0 0 05:15 47 61 0 0 17:15 491 633 0 0 05:30 48 81 0 0 17:30 496 559 0 0 05:45 84 213 137 333 0 0 0 0 546 17:45 488 1968 478 2215 0 0 0 0 4183 06:00 77 156 0 0 18:00 464 416 0 0 06:15 112 195 0 0 18:15 420 416 0 0 06:30 142 250 0 0 18:30 370 402 0 0 06:45 213 544 312 913 0 0 0 0 1456 18:45 330 1583 321 1554 0 0 0 0 3137 07:00 225 317 0 0 19:00 337 293 0 0 07:15 248 404 0 0 19:15 317 256 0 0 07:30 320 426 0 0 19:30 285 246 0 0 07:45 401 1194 489 1634 0 0 0 0 2828 19:45 312 1250 209 1003 0 0 0 0 2252 08:00 345 450 0 0 20:00 265 173 0 0 08:15 382 487 0 0 20:15 237 165 0 0 08:30 341 473 0 0 20:30 243 152 0 0 08:45 410 1477 458 1868 0 0 0 0 3345 20:45 223 966 144 633 0 0 0 0 1599 09:00 337 385 0 0 21:00 206 127 0 0 09:15 332 401 0 0 21:15 189 128 0 0 09:30 320 413 0 0 21:30 176 106 0 0 09:45 311 1299 388 1585 0 0 0 0 2884 21:45 174 745 101 462 0 0 0 0 1206 10:00 295 387 0 0 22:00 130 83 0 0 10:15 300 338 0 0 22:15 134 75 0 0 10:30 306 393 0 0 22:30 103 72 0 0 10:45 340 1240 387 1504 0 0 0 0 2744 22:45 110 477 63 293 0 0 0 0 769 11:00 317 384 0 0 23:00 87 67 0 0 11:15 338 380 0 0 23:15 70 42 0 0 11:30 348 397 0 0 23:30 43 29 0 0 11:45 359 1361 404 1564 0 0 0 0 2924 23:45 37 236 25 163 0 0 0 0 399 Total Vol.7632 9686 17318 15431 14403 29834 NB SB Combined 23063 24089 47151 Split %44.1%55.9%36.7%51.7% 48.3%63.3% Peak Hour 08:00 07:45 07:45 16:45 17:00 16:45 Volume 1477 1898 3367 2001 2215 4210 P.H.F.0.90 0.97 0.95 0.96 0.88 0.94 Daily Totals 2-DAY AVERAGE AM PM 11-1093-010Project# El Camino Real btwn. Arenal Rd. & Costa del Mar Rd. Tuesday, August 02, 2011 Thursday, August 04, 2011 Tuesday,02End Time Tue01:00 14902:00 9603:00 6304:00 7005:00 18506:00 54907:00 147308:00 285009:00 333110:00 287411:00 270712:00 295813:00 310414:00 292715:00 309516:00 334217:00 375318:00 414919:00 310920:00 220121:00 155022:00 108123:00 75524:00 368Total 46739* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Arenal Road and Costa Del Mar RoadAugust 2, 2011149966370185549147328503331287427072958310429273095334237534149310922011550108175536802505007501000125015001750200022502500275030003250350037504000425045004750500001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00# of VehiclesTimeEl Camino Real Between Arenal Road and Costa Del Mar Road Thursday,04End Time Thu01:00 20102:00 9003:00 6304:00 8205:00 18506:00 54207:00 143908:00 280509:00 335810:00 289411:00 278112:00 289013:00 314814:00 293715:00 307116:00 329217:00 390918:00 421719:00 316520:00 230321:00 164822:00 133123:00 78324:00 429Total 47563* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Arenal Road and Costa Del Mar RoadAugust 4, 2011201906382185542143928053358289427812890314829373071329239094217316523031648133178342902505007501000125015001750200022502500275030003250350037504000425045004750500001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00El Camino Real Between Arenal Road and Costa Del Mar Road CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 11 Location: El Camino Real Between La Costa Avenue and Levante Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 15 18 12:00 318 335 00:15 11 12 12:15 332 289 00:30 19 10 12:30 307 305 00:45 7 52 9 49 101 12:45 317 1274 279 1208 2482 01:00 14 9 13:00 272 315 01:15 6 10 13:15 288 284 01:30 9 4 13:30 268 303 01:45 1 30 3 26 56 13:45 293 1121 266 1168 2289 02:00 6 4 14:00 319 239 02:15 5 4 14:15 281 275 02:30 1 4 14:30 340 280 02:45 7 19 7 19 38 14:45 315 1255 293 1087 2342 03:00 4 4 15:00 343 317 03:15 8 8 15:15 304 288 03:30 3 4 15:30 340 329 03:45 5201026 46 15:45 355 1342 306 1240 2582 04:00 4 5 16:00 292 362 04:15 9 4 16:15 351 352 04:30 11 10 16:30 358 367 04:45 12 36 25 44 80 16:45 304 1305 344 1425 2730 05:00 30 11 17:00 355 368 05:15 19 24 17:15 377 384 05:30 37 30 17:30 315 382 05:45 41 127 51 116 243 17:45 351 1398 362 1496 2894 06:00 46 59 18:00 298 235 06:15 65 63 18:15 274 342 06:30 81 101 18:30 243 280 06:45 108 300 153 376 676 18:45 255 1070 226 1083 2153 07:00 134 116 19:00 255 210 07:15 154 260 19:15 270 175 07:30 212 269 19:30 220 168 07:45 217 717 335 980 1697 19:45 192 937 160 713 1650 08:00 213 317 20:00 175 140 08:15 235 322 20:15 193 124 08:30 214 320 20:30 150 120 08:45 264 926 332 1291 2217 20:45 169 687 113 497 1184 09:00 216 256 21:00 166 107 09:15 265 244 21:15 117 108 09:30 230 277 21:30 118 92 09:45 210 921 289 1066 1987 21:45 91 492 70 377 869 10:00 222 273 22:00 78 73 10:15 251 225 22:15 62 46 10:30 271 270 22:30 60 61 10:45 306 1050 300 1068 2118 22:45 44 244 59 239 483 11:00 262 278 23:00 49 32 11:15 288 282 23:15 48 33 11:30 278 321 23:30 25 16 11:45 290 1118 326 1207 2325 23:45 17 139 20 101 240 Total Vol.5316 6268 11584 11264 10634 21898 NB SB EB WB Combined 16580 16902 33482 Split %45.9%54.1%34.6%51.4% 48.6%65.4% Peak Hour 11:45 07:45 11:45 17:00 17:00 17:00 Volume 1247 1294 2502 1398 1496 2894 P.H.F.0.94 0.97 0.96 0.93 0.97 0.95 El Camino Real btwn. La Costa Ave. & Levante St. DAY 1 PM Project#Tuesday, August 02, 2011 AM Daily Totals 11-1093-011 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 12 12:00 302 324 00:15 17 16 12:15 322 318 00:30 8 14 12:30 310 308 00:45 9 52 4 46 98 12:45 301 1235 320 1270 2505 01:00 8 5 13:00 292 279 01:15 4 11 13:15 285 266 01:30 14 10 13:30 322 270 01:45 9 35 7 33 68 13:45 333 1232 276 1091 2323 02:00 12 3 14:00 258 304 02:15 0 4 14:15 293 292 02:30 10 3 14:30 313 335 02:45 2 24 8 18 42 14:45 300 1164 291 1222 2386 03:00 3 6 15:00 317 307 03:15 6 7 15:15 308 268 03:30 3 8 15:30 365 282 03:45 5 17 7 28 45 15:45 306 1296 291 1148 2444 04:00 2 5 16:00 388 326 04:15 4 4 16:15 316 370 04:30 17 11 16:30 368 277 04:45 17 40 17 37 77 16:45 381 1453 380 1353 2806 05:00 19 12 17:00 375 360 05:15 35 15 17:15 346 460 05:30 33 25 17:30 333 386 05:45 37 124 69 121 245 17:45 330 1384 345 1551 2935 06:00 51 50 18:00 310 317 06:15 72 78 18:15 305 347 06:30 72 115 18:30 281 244 06:45 106 301 149 392 693 18:45 245 1141 210 1118 2259 07:00 128 157 19:00 234 245 07:15 147 201 19:15 245 200 07:30 193 249 19:30 200 175 07:45 225 693 337 944 1637 19:45 203 882 154 774 1656 08:00 194 323 20:00 174 147 08:15 232 338 20:15 171 130 08:30 205 353 20:30 163 123 08:45 287 918 327 1341 2259 20:45 152 660 114 514 1174 09:00 227 309 21:00 135 112 09:15 223 251 21:15 115 112 09:30 233 281 21:30 99 88 09:45 245 928 268 1109 2037 21:45 93 442 111 423 865 10:00 215 253 22:00 83 45 10:15 242 256 22:15 63 68 10:30 274 261 22:30 51 53 10:45 261 992 293 1063 2055 22:45 41 238 36 202 440 11:00 253 291 23:00 34 36 11:15 261 274 23:15 49 27 11:30 314 296 23:30 27 36 11:45 326 1154 315 1176 2330 23:45 19 129 15 114 243 Total Vol.5278 6308 11586 11256 10780 22036 NB SB EB WB Combined 16534 17088 33622 Split %45.6%54.4%34.5%51.1% 48.9%65.5% Peak Hour 11:30 07:45 11:45 16:30 16:45 16:45 Volume 1264 1351 2525 1470 1586 3021 P.H.F.0.97 0.96 0.98 0.96 0.86 0.94 DAY 2 AM PM Project# El Camino Real btwn. La Costa Ave. & Levante St. Thursday, August 04, 2011 11-1093-011 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 17 15 0 0 12:00 310 330 0 0 00:15 14 14 0 0 12:15 327 304 0 0 00:30 14 12 0 0 12:30 309 307 0 0 00:45 8 52 7 48 0 0 0 0 100 12:45 309 1255 300 1239 0 0 0 0 2494 01:00 11 7 0 0 13:00 282 297 0 0 01:15 5 11 0 0 13:15 287 275 0 0 01:30 12 7 0 0 13:30 295 287 0 0 01:45 5 33 5 30 0 0 0 0 62 13:45 313 1177 271 1130 0 0 0 0 2306 02:00 9 4 0 0 14:00 289 272 0 0 02:15 3 4 0 0 14:15 287 284 0 0 02:30 6 4 0 0 14:30 327 308 0 0 02:45 5 22 8 19 0 0 0 0 40 14:45 308 1210 292 1155 0 0 0 0 2364 03:00 4 5 0 0 15:00 330 312 0 0 03:15 7 8 0 0 15:15 306 278 0 0 03:30 3 6 0 0 15:30 353 306 0 0 03:45 5 19 9 27 0 0 0 0 46 15:45 331 1319 299 1194 0 0 0 0 2513 04:00 3 5 0 0 16:00 340 344 0 0 04:15 7 4 0 0 16:15 334 361 0 0 04:30 14 11 0 0 16:30 363 322 0 0 04:45 15 38 21 41 0 0 0 0 79 16:45 343 1379 362 1389 0 0 0 0 2768 05:00 25 12 0 0 17:00 365 364 0 0 05:15 27 20 0 0 17:15 362 422 0 0 05:30 35 28 0 0 17:30 324 384 0 0 05:45 39 126 60 119 0 0 0 0 244 17:45 341 1391 354 1524 0 0 0 0 2915 06:00 49 55 0 0 18:00 304 276 0 0 06:15 69 71 0 0 18:15 290 345 0 0 06:30 77 108 0 0 18:30 262 262 0 0 06:45 107 301 151 384 0 0 0 0 685 18:45 250 1106 218 1101 0 0 0 0 2206 07:00 131 137 0 0 19:00 245 228 0 0 07:15 151 231 0 0 19:15 258 188 0 0 07:30 203 259 0 0 19:30 210 172 0 0 07:45 221 705 336 962 0 0 0 0 1667 19:45 198 910 157 744 0 0 0 0 1653 08:00 204 320 0 0 20:00 175 144 0 0 08:15 234 330 0 0 20:15 182 127 0 0 08:30 210 337 0 0 20:30 157 122 0 0 08:45 276 922 330 1316 0 0 0 0 2238 20:45 161 674 114 506 0 0 0 0 1179 09:00 222 283 0 0 21:00 151 110 0 0 09:15 244 248 0 0 21:15 116 110 0 0 09:30 232 279 0 0 21:30 109 90 0 0 09:45 228 925 279 1088 0 0 0 0 2012 21:45 92 467 91 400 0 0 0 0 867 10:00 219 263 0 0 22:00 81 59 0 0 10:15 247 241 0 0 22:15 63 57 0 0 10:30 273 266 0 0 22:30 56 57 0 0 10:45 284 1021 297 1066 0 0 0 0 2087 22:45 43 241 48 221 0 0 0 0 462 11:00 258 285 0 0 23:00 42 34 0 0 11:15 275 278 0 0 23:15 49 30 0 0 11:30 296 309 0 0 23:30 26 26 0 0 11:45 308 1136 321 1192 0 0 0 0 2328 23:45 18 134 18 108 0 0 0 0 242 Total Vol.5297 6288 11585 11260 10707 21967 NB SB Combined 16557 16995 33552 Split %45.7%54.3%34.5%51.3% 48.7%65.5% Peak Hour 11:45 07:45 11:45 16:30 16:45 16:45 Volume 1254 1323 2514 1432 1532 2925 P.H.F.0.96 0.98 0.98 0.98 0.91 0.93 11-1093-011Project# El Camino Real btwn. La Costa Ave. & Levante St. Tuesday, August 02, 2011 Thursday, August 04, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,02End Time Tue01:00 10102:00 5603:00 3804:00 4605:00 8006:00 24307:00 67608:00 169709:00 221710:00 198711:00 211812:00 232513:00 248214:00 228915:00 234216:00 258217:00 273018:00 289419:00 215320:00 165021:00 118422:00 86923:00 48324:00 240Total 33482* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween La Costa Avenue and Levante StreetAugust 2, 201110156384680243676169722171987211823252482228923422582273028942153165011848694832400250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00# of VehiclesTimeEl Camino Real Between La Costa Avenue and Levante Street Thursday,04End Time Thu01:00 9802:00 6803:00 4204:00 4505:00 7706:00 24507:00 69308:00 163709:00 225910:00 203711:00 205512:00 233013:00 250514:00 232315:00 238616:00 244417:00 280618:00 293519:00 225920:00 165621:00 117422:00 86523:00 44024:00 243Total 33622* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween La Costa Avenue and Levante StreetAugust 4, 20119868424577245693163722592037205523302505232323862444280629352259165611748654402430250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00El Camino Real Between La Costa Avenue and Levante Street CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 12 Location: El Camino Real Between Levante Street and Calle Barcelona Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 16 12:00 326 323 00:15 12 11 12:15 314 291 00:30 20 8 12:30 319 296 00:45 10 60 8 43 103 12:45 315 1274 295 1205 2479 01:00 13 9 13:00 293 324 01:15 6 9 13:15 291 269 01:30 8 5 13:30 275 302 01:45 1 28 3 26 54 13:45 325 1184 245 1140 2324 02:00 8 3 14:00 315 233 02:15 4 3 14:15 290 263 02:30 3 4 14:30 336 276 02:45 6 21 5 15 36 14:45 318 1259 270 1042 2301 03:00 4 5 15:00 323 301 03:15 8 8 15:15 332 268 03:30 3 3 15:30 313 312 03:45 5 20 9 25 45 15:45 360 1328 289 1170 2498 04:00 4 4 16:00 334 338 04:15 8 5 16:15 354 337 04:30 9 10 16:30 339 353 04:45 11 32 26 45 77 16:45 314 1341 348 1376 2717 05:00 24 15 17:00 372 342 05:15 15 26 17:15 404 374 05:30 31 31 17:30 349 368 05:45 31 101 58 130 231 17:45 328 1453 355 1439 2892 06:00 41 55 18:00 314 222 06:15 62 62 18:15 293 331 06:30 64 118 18:30 238 259 06:45 104 271 155 390 661 18:45 257 1102 217 1029 2131 07:00 120 134 19:00 265 213 07:15 134 272 19:15 285 161 07:30 197 274 19:30 221 186 07:45 200 651 357 1037 1688 19:45 210 981 155 715 1696 08:00 194 334 20:00 178 136 08:15 213 343 20:15 179 121 08:30 212 338 20:30 151 116 08:45 247 866 343 1358 2224 20:45 181 689 103 476 1165 09:00 208 274 21:00 168 106 09:15 256 261 21:15 134 89 09:30 231 283 21:30 116 79 09:45 202 897 296 1114 2011 21:45 99 517 58 332 849 10:00 223 275 22:00 86 73 10:15 229 238 22:15 65 46 10:30 249 294 22:30 62 53 10:45 289 990 298 1105 2095 22:45 47 260 49 221 481 11:00 271 286 23:00 46 33 11:15 266 266 23:15 45 28 11:30 290 332 23:30 24 13 11:45 294 1121 310 1194 2315 23:45 20 135 17 91 226 Total Vol.5058 6482 11540 11523 10236 21759 NB SB EB WB Combined 16581 16718 33299 Split %43.8%56.2%34.7%53.0% 47.0%65.3% Peak Hour 11:45 07:45 11:30 17:00 17:00 17:00 Volume 1253 1372 2480 1453 1439 2892 P.H.F.0.96 0.96 0.96 0.90 0.96 0.93 PM Project#Tuesday, August 02, 2011 AM Daily Totals 11-1093-012 El Camino Real btwn. Calle Barcelona & Levante St. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 12 12:00 321 318 00:15 16 15 12:15 343 324 00:30 7 14 12:30 316 285 00:45 12 53 3 44 97 12:45 327 1307 312 1239 2546 01:00 10 4 13:00 316 278 01:15 4 9 13:15 282 269 01:30 13 10 13:30 352 276 01:45 9 36 7 30 66 13:45 334 1284 275 1098 2382 02:00 11 2 14:00 315 295 02:15 1 4 14:15 269 286 02:30 8 2 14:30 345 309 02:45 1 21 7 15 36 14:45 306 1235 299 1189 2424 03:00 3 8 15:00 341 298 03:15 3 6 15:15 334 276 03:30 4 3 15:30 351 268 03:45 4141027 41 15:45 337 1363 281 1123 2486 04:00 3 4 16:00 412 295 04:15 6 7 16:15 355 356 04:30 11 11 16:30 361 279 04:45 13 33 19 41 74 16:45 376 1504 360 1290 2794 05:00 20 12 17:00 386 333 05:15 29 18 17:15 380 441 05:30 28 28 17:30 354 378 05:45 29 106 70 128 234 17:45 344 1464 329 1481 2945 06:00 49 56 18:00 315 304 06:15 68 79 18:15 333 335 06:30 58 132 18:30 289 226 06:45 105 280 154 421 701 18:45 259 1196 210 1075 2271 07:00 116 165 19:00 249 248 07:15 128 209 19:15 255 177 07:30 177 247 19:30 226 168 07:45 208 629 358 979 1608 19:45 211 941 168 761 1702 08:00 175 349 20:00 180 135 08:15 219 359 20:15 188 129 08:30 216 372 20:30 163 110 08:45 248 858 337 1417 2275 20:45 145 676 110 484 1160 09:00 219 314 21:00 156 105 09:15 206 254 21:15 118 102 09:30 235 305 21:30 96 81 09:45 221 881 246 1119 2000 21:45 101 471 100 388 859 10:00 221 253 22:00 84 44 10:15 229 260 22:15 71 55 10:30 278 265 22:30 51 50 10:45 242 970 265 1043 2013 22:45 44 250 34 183 433 11:00 264 269 23:00 39 37 11:15 266 274 23:15 48 20 11:30 312 280 23:30 24 35 11:45 315 1157 348 1171 2328 23:45 22 133 15 107 240 Total Vol.5038 6435 11473 11824 10418 22242 NB SB EB WB Combined 16862 16853 33715 Split %43.9%56.1%34.0%53.2% 46.8%66.0% Peak Hour 11:45 07:45 11:45 16:00 16:45 16:45 Volume 1295 1438 2570 1504 1512 3008 P.H.F.0.94 0.97 0.96 0.91 0.86 0.92 AM PM Project# El Camino Real btwn. Calle Barcelona & Levante St. Thursday, August 04, 2011 11-1093-012 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 14 0 0 12:00 324 321 0 0 00:15 14 13 0 0 12:15 329 308 0 0 00:30 14 11 0 0 12:30 318 291 0 0 00:45 11 57 6 44 0 0 0 0 100 12:45 321 1291 304 1222 0 0 0 0 2513 01:00 12 7 0 0 13:00 305 301 0 0 01:15 5 9 0 0 13:15 287 269 0 0 01:30 11 8 0 0 13:30 314 289 0 0 01:45 5 32 5 28 0 0 0 0 60 13:45 330 1234 260 1119 0 0 0 0 2353 02:00 10 3 0 0 14:00 315 264 0 0 02:15 3 4 0 0 14:15 280 275 0 0 02:30 6 3 0 0 14:30 341 293 0 0 02:45 4 21 6 15 0 0 0 0 36 14:45 312 1247 285 1116 0 0 0 0 2363 03:00 4 7 0 0 15:00 332 300 0 0 03:15 6 7 0 0 15:15 333 272 0 0 03:30 4 3 0 0 15:30 332 290 0 0 03:45 5171026 0 000 43 15:45 349 1346 285 1147 0 0 0 0 2492 04:00 4 4 0 0 16:00 373 317 0 0 04:15 7 6 0 0 16:15 355 347 0 0 04:30 10 11 0 0 16:30 350 316 0 0 04:45 12 33 23 43 0 0 0 0 76 16:45 345 1423 354 1333 0 0 0 0 2756 05:00 22 14 0 0 17:00 379 338 0 0 05:15 22 22 0 0 17:15 392 408 0 0 05:30 30 30 0 0 17:30 352 373 0 0 05:45 30 104 64 129 0 0 0 0 233 17:45 336 1459 342 1460 0 0 0 0 2919 06:00 45 56 0 0 18:00 315 263 0 0 06:15 65 71 0 0 18:15 313 333 0 0 06:30 61 125 0 0 18:30 264 243 0 0 06:45 105 276 155 406 0 0 0 0 681 18:45 258 1149 214 1052 0 0 0 0 2201 07:00 118 150 0 0 19:00 257 231 0 0 07:15 131 241 0 0 19:15 270 169 0 0 07:30 187 261 0 0 19:30 224 177 0 0 07:45 204 640 358 1008 0 0 0 0 1648 19:45 211 961 162 738 0 0 0 0 1699 08:00 185 342 0 0 20:00 179 136 0 0 08:15 216 351 0 0 20:15 184 125 0 0 08:30 214 355 0 0 20:30 157 113 0 0 08:45 248 862 340 1388 0 0 0 0 2250 20:45 163 683 107 480 0 0 0 0 1163 09:00 214 294 0 0 21:00 162 106 0 0 09:15 231 258 0 0 21:15 126 96 0 0 09:30 233 294 0 0 21:30 106 80 0 0 09:45 212 889 271 1117 0 0 0 0 2006 21:45 100 494 79 360 0 0 0 0 854 10:00 222 264 0 0 22:00 85 59 0 0 10:15 229 249 0 0 22:15 68 51 0 0 10:30 264 280 0 0 22:30 57 52 0 0 10:45 266 980 282 1074 0 0 0 0 2054 22:45 46 255 42 202 0 0 0 0 457 11:00 268 278 0 0 23:00 43 35 0 0 11:15 266 270 0 0 23:15 47 24 0 0 11:30 301 306 0 0 23:30 24 24 0 0 11:45 305 1139 329 1183 0 0 0 0 2322 23:45 21 134 16 99 0 0 0 0 233 Total Vol.5048 6459 11507 11674 10327 22001 NB SB Combined 16722 16786 33507 Split %43.9%56.1%34.3%53.1% 46.9%65.7% Peak Hour 11:45 07:45 11:45 16:45 16:45 16:45 Volume 1274 1405 2522 1468 1472 2940 P.H.F.0.97 0.98 0.98 0.94 0.90 0.92 Daily Totals 2-DAY AVERAGE AM PM 11-1093-012Project# El Camino Real btwn. Calle Barcelona & Levante St. Tuesday, August 02, 2011 Thursday, August 04, 2011 Tuesday,02End Time Tue01:00 10302:00 5403:00 3604:00 4505:00 7706:00 23107:00 66108:00 168809:00 222410:00 201111:00 209512:00 231513:00 247914:00 232415:00 230116:00 249817:00 271718:00 289219:00 213120:00 169621:00 116522:00 84923:00 48124:00 226Total 33299* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Levante Street and Calle BarcelonaAugust 2, 201110354364577231661168822242011209523152479232423012498271728922131169611658494812260250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00# of VehiclesTimeEl Camino Real Between Levante Street and Calle Barcelona Thursday,04End Time Thu01:00 9702:00 6603:00 3604:00 4105:00 7406:00 23407:00 70108:00 160809:00 227510:00 200011:00 201312:00 232813:00 254614:00 238215:00 242416:00 248617:00 279418:00 294519:00 227120:00 170221:00 116022:00 85923:00 43324:00 240Total 33715* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Levante Street and Calle BarcelonaAugust 4, 20119766364174234701160822752000201323282546238224242486279429452271170211608594332400250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00El Camino Real Between Levante Street and Calle Barcelona CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 13 Location: Melrose Drive Between Lionshead Avenue and Palomar Airport Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 25 12:00 148 215 00:15 32 15 12:15 178 180 00:30 22 8 12:30 167 193 00:45 17 99 7 55 154 12:45 154 647 204 792 1439 01:00 6 6 13:00 206 210 01:15 6 6 13:15 191 147 01:30 6 5 13:30 184 189 01:45 10 28 4 21 49 13:45 180 761 177 723 1484 02:00 3 3 14:00 189 178 02:15 9 3 14:15 208 191 02:30 9 8 14:30 187 167 02:45 1 22 2 16 38 14:45 208 792 221 757 1549 03:00 2 3 15:00 190 205 03:15 5 2 15:15 196 188 03:30 3 7 15:30 207 205 03:45 5 15 4 16 31 15:45 215 808 196 794 1602 04:00 7 12 16:00 240 184 04:15 10 18 16:15 235 203 04:30 8 21 16:30 289 196 04:45 7 32 33 84 116 16:45 240 1004 266 849 1853 05:00 14 51 17:00 262 220 05:15 14 42 17:15 339 270 05:30 21 67 17:30 298 258 05:45 39 88 82 242 330 17:45 240 1139 251 999 2138 06:00 72 122 18:00 247 217 06:15 43 120 18:15 244 177 06:30 75 151 18:30 195 156 06:45 88 278 229 622 900 18:45 187 873 115 665 1538 07:00 143 240 19:00 165 128 07:15 129 245 19:15 143 101 07:30 149 263 19:30 140 96 07:45 211 632 285 1033 1665 19:45 112 560 89 414 974 08:00 247 288 20:00 114 78 08:15 243 271 20:15 121 69 08:30 188 276 20:30 100 57 08:45 178 856 278 1113 1969 20:45 96 431 67 271 702 09:00 178 252 21:00 92 61 09:15 153 191 21:15 117 60 09:30 164 195 21:30 85 62 09:45 149 644 192 830 1474 21:45 73 367 38 221 588 10:00 121 180 22:00 78 43 10:15 124 171 22:15 81 33 10:30 136 200 22:30 59 37 10:45 154 535 186 737 1272 22:45 67 285 21 134 419 11:00 123 201 23:00 41 24 11:15 133 189 23:15 43 18 11:30 152 153 23:30 30 24 11:45 163 571 191 734 1305 23:45 18 132 15 81 213 Total Vol.3800 5503 9303 7799 6700 14499 NB SB EB WB Combined 11599 12203 23802 Split %40.8%59.2%39.1%53.8% 46.2%60.9% Peak Hour 07:45 07:45 07:45 16:45 16:45 16:45 Volume 889 1120 2009 1139 1014 2153 P.H.F.0.90 0.97 0.94 0.84 0.94 0.88 Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. DAY 1 PM Project#Tuesday, July 26, 2011 AM Daily Totals 11-1093-013 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 20 16 12:00 167 211 00:15 25 18 12:15 180 216 00:30 25 12 12:30 180 211 00:45 21 91 10 56 147 12:45 162 689 211 849 1538 01:00 18 7 13:00 203 210 01:15 16 4 13:15 216 194 01:30 11 7 13:30 177 189 01:45 7 52 1 19 71 13:45 197 793 189 782 1575 02:00 6 5 14:00 187 189 02:15 8 4 14:15 193 167 02:30 2 5 14:30 169 179 02:45 9251024 49 14:45 199 748 195 730 1478 03:00 2 4 15:00 219 170 03:15 3 4 15:15 200 195 03:30 3 6 15:30 219 180 03:45 9 17 6 20 37 15:45 222 860 213 758 1618 04:00 9 12 16:00 263 171 04:15 13 21 16:15 247 221 04:30 8 17 16:30 245 191 04:45 19 49 31 81 130 16:45 230 985 255 838 1823 05:00 17 49 17:00 262 216 05:15 21 46 17:15 306 291 05:30 17 51 17:30 267 256 05:45 47 102 82 228 330 17:45 277 1112 227 990 2102 06:00 64 120 18:00 244 230 06:15 56 105 18:15 235 177 06:30 61 160 18:30 182 194 06:45 86 267 217 602 869 18:45 202 863 154 755 1618 07:00 142 236 19:00 186 115 07:15 126 225 19:15 159 87 07:30 139 265 19:30 136 85 07:45 196 603 285 1011 1614 19:45 142 623 84 371 994 08:00 267 297 20:00 92 94 08:15 227 240 20:15 138 79 08:30 196 262 20:30 98 74 08:45 186 876 277 1076 1952 20:45 107 435 67 314 749 09:00 172 263 21:00 91 73 09:15 151 202 21:15 103 61 09:30 172 202 21:30 107 49 09:45 135 630 170 837 1467 21:45 73 374 48 231 605 10:00 147 189 22:00 73 41 10:15 128 170 22:15 82 34 10:30 132 140 22:30 54 37 10:45 134 541 172 671 1212 22:45 54 263 28 140 403 11:00 126 185 23:00 39 39 11:15 138 178 23:15 49 24 11:30 127 158 23:30 28 12 11:45 149 540 183 704 1244 23:45 28 144 14 89 233 Total Vol.3793 5329 9122 7889 6847 14736 NB SB EB WB Combined 11682 12176 23858 Split %41.6%58.4%38.2%53.5% 46.5%61.8% Peak Hour 07:45 07:30 07:45 17:00 16:45 17:00 Volume 886 1087 1970 1112 1018 2102 P.H.F.0.83 0.91 0.87 0.91 0.87 0.88 DAY 2 AM PM Project# Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. Wednesday, July 27, 2011 11-1093-013 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 24 21 0 0 12:00 158 213 0 0 00:15 29 17 0 0 12:15 179 198 0 0 00:30 24 10 0 0 12:30 174 202 0 0 00:45 19 95 9 56 0 0 0 0 151 12:45 158 668 208 821 0 0 0 0 1489 01:00 12 7 0 0 13:00 205 210 0 0 01:15 11 5 0 0 13:15 204 171 0 0 01:30 9 6 0 0 13:30 181 189 0 0 01:45 9 40 3 20 0 0 0 0 60 13:45 189 777 183 753 0 0 0 0 1530 02:00 5 4 0 0 14:00 188 184 0 0 02:15 9 4 0 0 14:15 201 179 0 0 02:30 6 7 0 0 14:30 178 173 0 0 02:45 5 24 6 20 0 0 0 0 44 14:45 204 770 208 744 0 0 0 0 1514 03:00 2 4 0 0 15:00 205 188 0 0 03:15 4 3 0 0 15:15 198 192 0 0 03:30 3 7 0 0 15:30 213 193 0 0 03:45 7 16 5 18 0 0 0 0 34 15:45 219 834 205 776 0 0 0 0 1610 04:00 8 12 0 0 16:00 252 178 0 0 04:15 12 20 0 0 16:15 241 212 0 0 04:30 8 19 0 0 16:30 267 194 0 0 04:45 13 41 32 83 0 0 0 0 123 16:45 235 995 261 844 0 0 0 0 1838 05:00 16 50 0 0 17:00 262 218 0 0 05:15 18 44 0 0 17:15 323 281 0 0 05:30 19 59 0 0 17:30 283 257 0 0 05:45 43 95 82 235 0 0 0 0 330 17:45 259 1126 239 995 0 0 0 0 2120 06:00 68 121 0 0 18:00 246 224 0 0 06:15 50 113 0 0 18:15 240 177 0 0 06:30 68 156 0 0 18:30 189 175 0 0 06:45 87 273 223 612 0 0 0 0 885 18:45 195 868 135 710 0 0 0 0 1578 07:00 143 238 0 0 19:00 176 122 0 0 07:15 128 235 0 0 19:15 151 94 0 0 07:30 144 264 0 0 19:30 138 91 0 0 07:45 204 618 285 1022 0 0 0 0 1640 19:45 127 592 87 393 0 0 0 0 984 08:00 257 293 0 0 20:00 103 86 0 0 08:15 235 256 0 0 20:15 130 74 0 0 08:30 192 269 0 0 20:30 99 66 0 0 08:45 182 866 278 1095 0 0 0 0 1961 20:45 102 433 67 293 0 0 0 0 726 09:00 175 258 0 0 21:00 92 67 0 0 09:15 152 197 0 0 21:15 110 61 0 0 09:30 168 199 0 0 21:30 96 56 0 0 09:45 142 637 181 834 0 0 0 0 1471 21:45 73 371 43 226 0 0 0 0 597 10:00 134 185 0 0 22:00 76 42 0 0 10:15 126 171 0 0 22:15 82 34 0 0 10:30 134 170 0 0 22:30 57 37 0 0 10:45 144 538 179 704 0 0 0 0 1242 22:45 61 274 25 137 0 0 0 0 411 11:00 125 193 0 0 23:00 40 32 0 0 11:15 136 184 0 0 23:15 46 21 0 0 11:30 140 156 0 0 23:30 29 18 0 0 11:45 156 556 187 719 0 0 0 0 1275 23:45 23 138 15 85 0 0 0 0 223 Total Vol.3797 5416 9213 7844 6774 14618 NB SB Combined 11641 12190 23830 Split %41.2%58.8%38.7%53.7% 46.3%61.3% Peak Hour 07:45 07:45 07:45 17:00 16:45 17:00 Volume 888 1102 1990 1126 1016 2120 P.H.F.0.86 0.94 0.91 0.87 0.91 0.88 11-1093-013Project# Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. Tuesday, July 26, 2011 Wednesday, July 27, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,26End Time Tue01:00 15402:00 4903:00 3804:00 3105:00 11606:00 33007:00 90008:00 166509:00 196910:00 147411:00 127212:00 130513:00 143914:00 148415:00 154916:00 160217:00 185318:00 213819:00 153820:00 97421:00 70222:00 58823:00 41924:00 213Total 23802* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Lionshead Avenue and Palomar Airport RoadJuly 26, 2011Melrose Drive Between Lionshead Ave. and Palomar Airport Road1544938311163309001665196914741272130514391484154916021853213815389747025884192130100200300400500600700800900100011001200130014001500160017001800190020002100220023002400250026002700280001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,27End Time Wed01:00 14702:00 7103:00 4904:00 3705:00 13006:00 33007:00 86908:00 161409:00 195210:00 146711:00 121212:00 124413:00 153814:00 157515:00 147816:00 161817:00 182318:00 210219:00 161820:00 99421:00 74922:00 60523:00 40324:00 233Total 23858* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Lionshead Avenue and Palomar Airport RoadJuly 27, 2011Melrose Drive Between Lionshead Ave. and Palomar Airport Road147714937130330869161419521467121212441538157514781618182321021618994749605403233010020030040050060070080090010001100120013001400150016001700180019002000210022002300240025002600270001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 14 Location: Melrose Drive Between Palomar Airport Road and Rancho Bravado Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 23 11 12:00 133 145 00:15 12 12 12:15 125 131 00:30 7 9 12:30 151 137 00:45 6 48 5 37 85 12:45 127 536 126 539 1075 01:00 4 10 13:00 146 92 01:15 3 7 13:15 145 115 01:30 0 4 13:30 117 123 01:45 29 122 31 13:45 129 537 115 445 982 02:00 5 2 14:00 133 114 02:15 5 2 14:15 139 116 02:30 0 3 14:30 147 126 02:45 111 18 19 14:45 125 544 138 494 1038 03:00 1 3 15:00 140 138 03:15 2 4 15:15 134 130 03:30 8 2 15:30 160 162 03:45 8 19 4 13 32 15:45 161 595 145 575 1170 04:00 6 6 16:00 178 192 04:15 6 5 16:15 147 172 04:30 16 9 16:30 178 218 04:45 16 44 15 35 79 16:45 181 684 198 780 1464 05:00 21 12 17:00 214 225 05:15 27 20 17:15 178 257 05:30 37 30 17:30 169 234 05:45 52 137 60 122 259 17:45 155 716 223 939 1655 06:00 66 41 18:00 140 192 06:15 81 60 18:15 131 145 06:30 93 97 18:30 114 167 06:45 116 356 130 328 684 18:45 113 498 118 622 1120 07:00 125 117 19:00 76 113 07:15 173 139 19:15 72 98 07:30 217 161 19:30 86 106 07:45 263 778 161 578 1356 19:45 74 308 95 412 720 08:00 215 178 20:00 59 84 08:15 202 168 20:15 61 68 08:30 201 137 20:30 54 91 08:45 185 803 147 630 1433 20:45 44 218 71 314 532 09:00 161 126 21:00 48 65 09:15 161 121 21:15 39 64 09:30 147 108 21:30 29 68 09:45 128 597 85 440 1037 21:45 37 153 41 238 391 10:00 126 86 22:00 25 38 10:15 120 108 22:15 23 43 10:30 149 100 22:30 30 31 10:45 131 526 99 393 919 22:45 19 97 32 144 241 11:00 106 118 23:00 22 17 11:15 119 106 23:15 9 27 11:30 115 125 23:30 18 19 11:45 134 474 126 475 949 23:45 19 68 14 77 145 Total Vol.3802 3081 6883 4954 5579 10533 NB SB EB WB Combined 8756 8660 17416 Split %55.2%44.8%39.5%47.0% 53.0%60.5% Peak Hour 07:30 07:30 07:30 16:30 17:00 16:45 Volume 897 668 1565 751 939 1656 P.H.F.0.85 0.94 0.92 0.88 0.91 0.94 PM Project#Tuesday, July 26, 2011 AM Daily Totals 11-1093-014 Melrose Dr. btwn. Palomar Airport Rd. & Rancho Bravado DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 24 24 12:00 128 164 00:15 9 16 12:15 138 138 00:30 12 9 12:30 135 133 00:45 10 55 10 59 114 12:45 148 549 106 541 1090 01:00 3 6 13:00 147 132 01:15 3 4 13:15 138 123 01:30 4 4 13:30 133 125 01:45 3 13 9 23 36 13:45 117 535 137 517 1052 02:00 5 1 14:00 133 113 02:15 4 5 14:15 135 127 02:30 2 5 14:30 130 125 02:45 2 13 4 15 28 14:45 162 560 130 495 1055 03:00 2 4 15:00 116 155 03:15 4 5 15:15 131 139 03:30 5 3 15:30 164 134 03:45 3 14 4 16 30 15:45 139 550 130 558 1108 04:00 12 5 16:00 197 146 04:15 9 2 16:15 157 152 04:30 19 5 16:30 188 203 04:45 21 61 8 20 81 16:45 170 712 182 683 1395 05:00 16 18 17:00 184 264 05:15 32 18 17:15 172 252 05:30 44 36 17:30 149 235 05:45 56 148 47 119 267 17:45 176 681 227 978 1659 06:00 56 50 18:00 134 189 06:15 74 62 18:15 137 170 06:30 94 117 18:30 117 177 06:45 126 350 127 356 706 18:45 125 513 129 665 1178 07:00 124 123 19:00 93 115 07:15 177 156 19:15 97 115 07:30 208 155 19:30 89 104 07:45 265 774 166 600 1374 19:45 62 341 98 432 773 08:00 216 173 20:00 89 97 08:15 225 137 20:15 71 88 08:30 187 164 20:30 56 73 08:45 203 831 153 627 1458 20:45 56 272 93 351 623 09:00 166 129 21:00 42 80 09:15 177 114 21:15 48 74 09:30 133 112 21:30 31 58 09:45 169 645 108 463 1108 21:45 39 160 53 265 425 10:00 116 94 22:00 39 47 10:15 108 101 22:15 32 45 10:30 120 87 22:30 22 51 10:45 110 454 109 391 845 22:45 21 114 41 184 298 11:00 118 114 23:00 20 28 11:15 111 89 23:15 9 24 11:30 133 112 23:30 21 17 11:45 104 466 127 442 908 23:45 16 66 23 92 158 Total Vol.3824 3131 6955 5053 5761 10814 NB SB EB WB Combined 8877 8892 17769 Split %55.0%45.0%39.1%46.7% 53.3%60.9% Peak Hour 07:30 07:15 07:30 16:30 17:00 17:00 Volume 914 650 1545 714 978 1659 P.H.F.0.86 0.94 0.90 0.95 0.93 0.93 AM PM Project# Melrose Dr. btwn. Palomar Airport Rd. & Rancho Bravado Wednesday, July 27, 2011 11-1093-014 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 24 18 0 0 12:00 131 155 0 0 00:15 11 14 0 0 12:15 132 135 0 0 00:30 10 9 0 0 12:30 143 135 0 0 00:45 8 52 8 48 0 0 0 0 100 12:45 138 543 116 540 0 0 0 0 1083 01:00 4 8 0 0 13:00 147 112 0 0 01:15 3 6 0 0 13:15 142 119 0 0 01:30 2 4 0 0 13:30 125 124 0 0 01:45 3 11 5 23 0 0 0 0 34 13:45 123 536 126 481 0 0 0 0 1017 02:00 5 2 0 0 14:00 133 114 0 0 02:15 5 4 0 0 14:15 137 122 0 0 02:30 1 4 0 0 14:30 139 126 0 0 02:45 2 12 3 12 0 0 0 0 24 14:45 144 552 134 495 0 0 0 0 1047 03:00 2 4 0 0 15:00 128 147 0 0 03:15 3 5 0 0 15:15 133 135 0 0 03:30 7 3 0 0 15:30 162 148 0 0 03:45 6 17 4 15 0 0 0 0 31 15:45 150 573 138 567 0 0 0 0 1139 04:00 9 6 0 0 16:00 188 169 0 0 04:15 8 4 0 0 16:15 152 162 0 0 04:30 18 7 0 0 16:30 183 211 0 0 04:45 19 53 12 28 0 0 0 0 80 16:45 176 698 190 732 0 0 0 0 1430 05:00 19 15 0 0 17:00 199 245 0 0 05:15 30 19 0 0 17:15 175 255 0 0 05:30 41 33 0 0 17:30 159 235 0 0 05:45 54 143 54 121 0 0 0 0 263 17:45 166 699 225 959 0 0 0 0 1657 06:00 61 46 0 0 18:00 137 191 0 0 06:15 78 61 0 0 18:15 134 158 0 0 06:30 94 107 0 0 18:30 116 172 0 0 06:45 121 353 129 342 0 0 0 0 695 18:45 119 506 124 644 0 0 0 0 1149 07:00 125 120 0 0 19:00 85 114 0 0 07:15 175 148 0 0 19:15 85 107 0 0 07:30 213 158 0 0 19:30 88 105 0 0 07:45 264 776 164 589 0 0 0 0 1365 19:45 68 325 97 422 0 0 0 0 747 08:00 216 176 0 0 20:00 74 91 0 0 08:15 214 153 0 0 20:15 66 78 0 0 08:30 194 151 0 0 20:30 55 82 0 0 08:45 194 817 150 629 0 0 0 0 1446 20:45 50 245 82 333 0 0 0 0 578 09:00 164 128 0 0 21:00 45 73 0 0 09:15 169 118 0 0 21:15 44 69 0 0 09:30 140 110 0 0 21:30 30 63 0 0 09:45 149 621 97 452 0 0 0 0 1073 21:45 38 157 47 252 0 0 0 0 408 10:00 121 90 0 0 22:00 32 43 0 0 10:15 114 105 0 0 22:15 28 44 0 0 10:30 135 94 0 0 22:30 26 41 0 0 10:45 121 490 104 392 0 0 0 0 882 22:45 20 106 37 164 0 0 0 0 270 11:00 112 116 0 0 23:00 21 23 0 0 11:15 115 98 0 0 23:15 9 26 0 0 11:30 124 119 0 0 23:30 20 18 0 0 11:45 119 470 127 459 0 0 0 0 929 23:45 18 67 19 85 0 0 0 0 152 Total Vol.3813 3106 6919 5004 5670 10674 NB SB Combined 8817 8776 17593 Split %55.1%44.9%39.3%46.9% 53.1%60.7% Peak Hour 07:30 07:30 07:30 16:30 17:00 17:00 Volume 906 650 1555 733 959 1657 P.H.F.0.86 0.93 0.91 0.92 0.94 0.93 Daily Totals 2-DAY AVERAGE AM PM 11-1093-014Project# Melrose Dr. btwn. Palomar Airport Rd. & Rancho Bravado Tuesday, July 26, 2011 Wednesday, July 27, 2011 Tuesday,26End Time Tue01:00 8502:00 3103:00 1904:00 3205:00 7906:00 25907:00 68408:00 135609:00 143310:00 103711:00 91912:00 94913:00 107514:00 98215:00 103816:00 117017:00 146418:00 165519:00 112020:00 72021:00 53222:00 39123:00 24124:00 145Total 17416* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Palomar Airport Road and Rancho BravadoJuly 26, 2011Melrose Drive Between Palomar Airport Road and Rancho Bravado8531193279259684135614331037919949107598210381170146416551120720532391241145010020030040050060070080090010001100120013001400150016001700180001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,27End Time Wed01:00 11402:00 3603:00 2804:00 3005:00 8106:00 26707:00 70608:00 137409:00 145810:00 110811:00 84512:00 90813:00 109014:00 105215:00 105516:00 110817:00 139518:00 165919:00 117820:00 77321:00 62322:00 42523:00 29824:00 158Total 17769* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Palomar Airport Road and Rancho BravadoJuly 27, 2011Melrose Drive Between Palomar Airport Road and Rancho Bravado1143628308126770613741458110884590810901052105511081395165911787736234252981580100200300400500600700800900100011001200130014001500160017001800190001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 15 Location: Melrose Drive Between Alga Road and Corintia Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 29 16 12:00 132 162 00:15 15 15 12:15 155 122 00:30 9 15 12:30 156 117 00:45 12 65 8 54 119 12:45 152 595 136 537 1132 01:00 8 4 13:00 165 143 01:15 3 5 13:15 126 136 01:30 4 6 13:30 129 140 01:45 3 18 5 20 38 13:45 136 556 138 557 1113 02:00 9 3 14:00 133 156 02:15 3 3 14:15 147 136 02:30 6 4 14:30 142 156 02:45 4 22 5 15 37 14:45 124 546 204 652 1198 03:00 5 4 15:00 158 173 03:15 2 2 15:15 164 173 03:30 3 7 15:30 215 200 03:45 4 14 3 16 30 15:45 157 694 163 709 1403 04:00 5 2 16:00 198 199 04:15 11 6 16:15 179 245 04:30 7 8 16:30 215 227 04:45 14 37 12 28 65 16:45 188 780 255 926 1706 05:00 14 16 17:00 213 270 05:15 26 16 17:15 217 291 05:30 36 37 17:30 212 275 05:45 48 124 56 125 249 17:45 166 808 265 1101 1909 06:00 59 34 18:00 180 192 06:15 66 57 18:15 151 169 06:30 100 90 18:30 138 171 06:45 121 346 123 304 650 18:45 135 604 143 675 1279 07:00 139 106 19:00 88 123 07:15 184 152 19:15 115 108 07:30 198 156 19:30 121 106 07:45 269 790 180 594 1384 19:45 100 424 103 440 864 08:00 210 185 20:00 88 86 08:15 229 148 20:15 90 93 08:30 171 182 20:30 99 84 08:45 225 835 174 689 1524 20:45 67 344 85 348 692 09:00 161 146 21:00 66 63 09:15 163 139 21:15 56 83 09:30 149 145 21:30 62 52 09:45 127 600 140 570 1170 21:45 57 241 36 234 475 10:00 135 107 22:00 54 44 10:15 118 95 22:15 42 39 10:30 120 117 22:30 54 45 10:45 114 487 141 460 947 22:45 31 181 33 161 342 11:00 119 125 23:00 20 32 11:15 116 138 23:15 19 32 11:30 128 153 23:30 24 20 11:45 144 507 154 570 1077 23:45 26 89 17 101 190 Total Vol.3845 3445 7290 5862 6441 12303 NB SB EB WB Combined 9707 9886 19593 Split %52.7%47.3%37.2%47.6% 52.4%62.8% Peak Hour 07:30 07:45 07:30 16:30 17:00 16:45 Volume 906 695 1575 833 1101 1921 P.H.F.0.84 0.94 0.88 0.96 0.95 0.95 Melrose Dr. btwn. Alga Rd. & Corintia St. DAY 1 PM Project#Tuesday, August 02, 2011 AM Daily Totals 11-1093-015 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 26 17 12:00 135 156 00:15 14 16 12:15 159 129 00:30 17 17 12:30 133 149 00:45 8 65 10 60 125 12:45 150 577 141 575 1152 01:00 7 10 13:00 143 116 01:15 6 6 13:15 143 154 01:30 7 3 13:30 138 134 01:45 7 27 2 21 48 13:45 134 558 162 566 1124 02:00 3 5 14:00 126 144 02:15 4 6 14:15 130 158 02:30 0 3 14:30 145 146 02:45 4 11 1 15 26 14:45 151 552 145 593 1145 03:00 1 1 15:00 142 158 03:15 1 4 15:15 167 182 03:30 8 1 15:30 195 192 03:45 6 16 7 13 29 15:45 180 684 226 758 1442 04:00 8 5 16:00 177 189 04:15 8 5 16:15 214 234 04:30 14 9 16:30 197 240 04:45 13 43 9 28 71 16:45 179 767 246 909 1676 05:00 10 21 17:00 251 278 05:15 24 16 17:15 234 285 05:30 39 30 17:30 217 275 05:45 47 120 42 109 229 17:45 192 894 238 1076 1970 06:00 46 45 18:00 206 217 06:15 60 56 18:15 157 193 06:30 103 87 18:30 158 149 06:45 150 359 127 315 674 18:45 134 655 165 724 1379 07:00 141 116 19:00 112 161 07:15 170 139 19:15 117 119 07:30 175 165 19:30 113 117 07:45 257 743 169 589 1332 19:45 107 449 106 503 952 08:00 219 169 20:00 79 112 08:15 194 171 20:15 80 121 08:30 225 170 20:30 82 83 08:45 213 851 181 691 1542 20:45 75 316 73 389 705 09:00 143 151 21:00 74 71 09:15 158 155 21:15 89 81 09:30 148 147 21:30 64 69 09:45 150 599 154 607 1206 21:45 61 288 84 305 593 10:00 155 105 22:00 69 63 10:15 148 136 22:15 46 47 10:30 127 128 22:30 35 48 10:45 137 567 131 500 1067 22:45 42 192 32 190 382 11:00 126 154 23:00 26 37 11:15 118 126 23:15 18 24 11:30 138 148 23:30 32 15 11:45 140 522 134 562 1084 23:45 20 96 14 90 186 Total Vol.3923 3510 7433 6028 6678 12706 NB SB EB WB Combined 9951 10188 20139 Split %52.8%47.2%36.9%47.4% 52.6%63.1% Peak Hour 07:45 08:00 07:45 17:00 16:45 17:00 Volume 895 691 1574 894 1084 1970 P.H.F.0.87 0.95 0.92 0.89 0.95 0.93 DAY 2 AM PM Project# Melrose Dr. btwn. Alga Rd. & Corintia St. Wednesday, August 03, 2011 11-1093-015 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 28 17 0 0 12:00 134 159 0 0 00:15 15 16 0 0 12:15 157 126 0 0 00:30 13 16 0 0 12:30 145 133 0 0 00:45 10 65 9 57 0 0 0 0 122 12:45 151 586 139 556 0 0 0 0 1142 01:00 8 7 0 0 13:00 154 130 0 0 01:15 5 6 0 0 13:15 135 145 0 0 01:30 6 5 0 0 13:30 134 137 0 0 01:45 5 23 4 21 0 0 0 0 43 13:45 135 557 150 562 0 0 0 0 1119 02:00 6 4 0 0 14:00 130 150 0 0 02:15 4 5 0 0 14:15 139 147 0 0 02:30 3 4 0 0 14:30 144 151 0 0 02:45 4 17 3 15 0 0 0 0 32 14:45 138 549 175 623 0 0 0 0 1172 03:00 3 3 0 0 15:00 150 166 0 0 03:15 2 3 0 0 15:15 166 178 0 0 03:30 6 4 0 0 15:30 205 196 0 0 03:45 5 15 5 15 0 0 0 0 30 15:45 169 689 195 734 0 0 0 0 1423 04:00 7 4 0 0 16:00 188 194 0 0 04:15 10 6 0 0 16:15 197 240 0 0 04:30 11 9 0 0 16:30 206 234 0 0 04:45 14 40 11 28 0 0 0 0 68 16:45 184 774 251 918 0 0 0 0 1691 05:00 12 19 0 0 17:00 232 274 0 0 05:15 25 16 0 0 17:15 226 288 0 0 05:30 38 34 0 0 17:30 215 275 0 0 05:45 48 122 49 117 0 0 0 0 239 17:45 179 851 252 1089 0 0 0 0 1940 06:00 53 40 0 0 18:00 193 205 0 0 06:15 63 57 0 0 18:15 154 181 0 0 06:30 102 89 0 0 18:30 148 160 0 0 06:45 136 353 125 310 0 0 0 0 662 18:45 135 630 154 700 0 0 0 0 1329 07:00 140 111 0 0 19:00 100 142 0 0 07:15 177 146 0 0 19:15 116 114 0 0 07:30 187 161 0 0 19:30 117 112 0 0 07:45 263 767 175 592 0 0 0 0 1358 19:45 104 437 105 472 0 0 0 0 908 08:00 215 177 0 0 20:00 84 99 0 0 08:15 212 160 0 0 20:15 85 107 0 0 08:30 198 176 0 0 20:30 91 84 0 0 08:45 219 843 178 690 0 0 0 0 1533 20:45 71 330 79 369 0 0 0 0 699 09:00 152 149 0 0 21:00 70 67 0 0 09:15 161 147 0 0 21:15 73 82 0 0 09:30 149 146 0 0 21:30 63 61 0 0 09:45 139 600 147 589 0 0 0 0 1188 21:45 59 265 60 270 0 0 0 0 534 10:00 145 106 0 0 22:00 62 54 0 0 10:15 133 116 0 0 22:15 44 43 0 0 10:30 124 123 0 0 22:30 45 47 0 0 10:45 126 527 136 480 0 0 0 0 1007 22:45 37 187 33 176 0 0 0 0 362 11:00 123 140 0 0 23:00 23 35 0 0 11:15 117 132 0 0 23:15 19 28 0 0 11:30 133 151 0 0 23:30 28 18 0 0 11:45 142 515 144 566 0 0 0 0 1081 23:45 23 93 16 96 0 0 0 0 188 Total Vol.3884 3478 7362 5945 6560 12505 NB SB Combined 9829 10037 19866 Split %52.8%47.2%37.1%47.5% 52.5%62.9% Peak Hour 07:45 08:00 07:45 16:45 17:00 16:45 Volume 887 690 1574 856 1089 1943 P.H.F.0.84 0.97 0.90 0.92 0.94 0.95 11-1093-015Project# Melrose Dr. btwn. Alga Rd. & Corintia St. Tuesday, August 02, 2011 Wednesday, August 03, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,02End Time Tue01:00 11902:00 3803:00 3704:00 3005:00 6506:00 24907:00 65008:00 138409:00 152410:00 117011:00 94712:00 107713:00 113214:00 111315:00 119816:00 140317:00 170618:00 190919:00 127920:00 86421:00 69222:00 47523:00 34224:00 190Total 19593* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Alga Road and Corintia St.August 2, 2011Melrose Drive Between Alga Road and Corintia Street11938373065249650138415241170947107711321113119814031706190912798646924753421900100200300400500600700800900100011001200130014001500160017001800190020002100220001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,03End Time Wed01:00 12502:00 4803:00 2604:00 2905:00 7106:00 22907:00 67408:00 133209:00 154210:00 120611:00 106712:00 108413:00 115214:00 112415:00 114516:00 144217:00 167618:00 197019:00 137920:00 95221:00 70522:00 59323:00 38224:00 186Total 20139* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Alga Road and Corintia St.August 3, 2011Melrose Drive Between Alga Road and Corintia Street125482629712296741332154212061067108411521124114514421676197013799527055933821860100200300400500600700800900100011001200130014001500160017001800190020002100220001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 16 Location: Carlsbad Boulevard Between Mountain View Drive and State Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 10 12:00 124 132 00:15 10 9 12:15 98 146 00:30 5 6 12:30 103 134 00:45 7 32 3 28 60 12:45 91 416 138 550 966 01:00 7 2 13:00 141 132 01:15 4 1 13:15 125 124 01:30 8 0 13:30 121 123 01:45 928 14 32 13:45 118 505 120 499 1004 02:00 4 5 14:00 114 118 02:15 5 2 14:15 124 138 02:30 2 1 14:30 139 132 02:45 0 11 4 12 23 14:45 111 488 116 504 992 03:00 3 1 15:00 116 111 03:15 3 2 15:15 121 138 03:30 0 1 15:30 155 129 03:45 17 04 11 15:45 140 532 149 527 1059 04:00 3 1 16:00 124 100 04:15 3 2 16:15 149 109 04:30 2 3 16:30 134 143 04:45 4 12 5 11 23 16:45 140 547 128 480 1027 05:00 2 16 17:00 138 108 05:15 7 21 17:15 161 122 05:30 8 28 17:30 152 109 05:45 12 29 33 98 127 17:45 160 611 98 437 1048 06:00 11 35 18:00 151 85 06:15 17 54 18:15 136 103 06:30 33 74 18:30 111 85 06:45 25 86 85 248 334 18:45 114 512 96 369 881 07:00 25 66 19:00 103 99 07:15 41 98 19:15 110 75 07:30 44 122 19:30 117 64 07:45 30 140 119 405 545 19:45 94 424 62 300 724 08:00 49 98 20:00 102 54 08:15 41 104 20:15 88 41 08:30 56 114 20:30 88 32 08:45 56 202 119 435 637 20:45 75 353 28 155 508 09:00 76 120 21:00 76 24 09:15 65 87 21:15 58 41 09:30 53 85 21:30 45 29 09:45 68 262 96 388 650 21:45 49 228 33 127 355 10:00 73 78 22:00 40 25 10:15 96 88 22:15 34 24 10:30 93 104 22:30 23 21 10:45 80 342 103 373 715 22:45 21 118 14 84 202 11:00 114 119 23:00 30 16 11:15 93 128 23:15 24 13 11:30 98 114 23:30 16 8 11:45 99 404 116 477 881 23:45 17 87 11 48 135 Total Vol.1555 2483 4038 4821 4080 8901 NB SB EB WB Combined 6376 6563 12939 Split %38.5%61.5%31.2%54.2% 45.8%68.8% Peak Hour 11:45 11:45 11:45 17:15 12:00 16:30 Volume 424 528 952 624 550 1074 P.H.F.0.85 0.90 0.93 0.97 0.94 0.95 PM Project#Tuesday, July 19, 2011 AM Daily Totals 11-1093-016 Carlsbad Blvd. btwn. Mountain View Dr. & State St. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 16 12:00 114 178 00:15 6 8 12:15 125 182 00:30 9 5 12:30 105 177 00:45 5 38 9 38 76 12:45 114 458 185 722 1180 01:00 8 3 13:00 111 196 01:15 1 2 13:15 108 228 01:30 5 1 13:30 113 148 01:45 9 23 4 10 33 13:45 121 453 163 735 1188 02:00 4 1 14:00 114 142 02:15 5 5 14:15 129 128 02:30 3 0 14:30 128 135 02:45 315 06 21 14:45 95 466 139 544 1010 03:00 0 1 15:00 158 148 03:15 0 2 15:15 131 185 03:30 0 1 15:30 138 196 03:45 11 59 10 15:45 145 572 187 716 1288 04:00 0 2 16:00 157 171 04:15 2 6 16:15 154 143 04:30 3 3 16:30 139 130 04:45 27 819 26 16:45 159 609 122 566 1175 05:00 4 11 17:00 127 108 05:15 5 24 17:15 152 106 05:30 11 28 17:30 125 111 05:45 9 29 33 96 125 17:45 169 573 128 453 1026 06:00 12 54 18:00 106 147 06:15 23 78 18:15 130 89 06:30 37 82 18:30 106 85 06:45 28 100 88 302 402 18:45 113 455 87 408 863 07:00 28 96 19:00 103 74 07:15 33 103 19:15 104 65 07:30 39 108 19:30 91 56 07:45 37 137 109 416 553 19:45 69 367 50 245 612 08:00 40 110 20:00 74 44 08:15 49 89 20:15 61 42 08:30 53 106 20:30 83 28 08:45 56 198 122 427 625 20:45 78 296 24 138 434 09:00 60 87 21:00 64 31 09:15 59 89 21:15 63 29 09:30 78 96 21:30 58 23 09:45 68 265 89 361 626 21:45 45 230 20 103 333 10:00 71 80 22:00 47 22 10:15 91 87 22:15 28 28 10:30 98 104 22:30 35 24 10:45 101 361 103 374 735 22:45 30 140 21 95 235 11:00 97 118 23:00 33 14 11:15 113 138 23:15 11 16 11:30 96 142 23:30 21 13 11:45 101 407 188 586 993 23:45 16 81 8 51 132 Total Vol.1581 2644 4225 4700 4776 9476 NB SB EB WB Combined 6281 7420 13701 Split %37.4%62.6%30.8%49.6% 50.4%69.2% Peak Hour 11:45 11:45 11:45 16:00 12:30 15:15 Volume 445 725 1170 609 786 1310 P.H.F.0.89 0.96 0.95 0.96 0.86 0.98 AM PM Project# Carlsbad Blvd. btwn. Mountain View Dr. & State St. Wednesday, July 20, 2011 11-1093-016 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 13 0 0 12:00 119 155 0 0 00:15 8 9 0 0 12:15 112 164 0 0 00:30 7 6 0 0 12:30 104 156 0 0 00:45 6 35 6 33 0 0 0 0 68 12:45 103 437 162 636 0 0 0 0 1073 01:00 8 3 0 0 13:00 126 164 0 0 01:15 3 2 0 0 13:15 117 176 0 0 01:30 7 1 0 0 13:30 117 136 0 0 01:45 92637 0 000 33 13:45 120 479 142 617 0 0 0 0 1096 02:00 4 3 0 0 14:00 114 130 0 0 02:15 5 4 0 0 14:15 127 133 0 0 02:30 3 1 0 0 14:30 134 134 0 0 02:45 21329 0 000 22 14:45 103 477 128 524 0 0 0 0 1001 03:00 2 1 0 0 15:00 137 130 0 0 03:15 2 2 0 0 15:15 126 162 0 0 03:30 0 1 0 0 15:30 147 163 0 0 03:45 1437 0 000 11 15:45 143 552 168 622 0 0 0 0 1174 04:00 2 2 0 0 16:00 141 136 0 0 04:15 3 4 0 0 16:15 152 126 0 0 04:30 3 3 0 0 16:30 137 137 0 0 04:45 3 10 7 15 0 0 0 0 25 16:45 150 578 125 523 0 0 0 0 1101 05:00 3 14 0 0 17:00 133 108 0 0 05:15 6 23 0 0 17:15 157 114 0 0 05:30 10 28 0 0 17:30 139 110 0 0 05:45 11 29 33 97 0 0 0 0 126 17:45 165 592 113 445 0 0 0 0 1037 06:00 12 45 0 0 18:00 129 116 0 0 06:15 20 66 0 0 18:15 133 96 0 0 06:30 35 78 0 0 18:30 109 85 0 0 06:45 27 93 87 275 0 0 0 0 368 18:45 114 484 92 389 0 0 0 0 872 07:00 27 81 0 0 19:00 103 87 0 0 07:15 37 101 0 0 19:15 107 70 0 0 07:30 42 115 0 0 19:30 104 60 0 0 07:45 34 139 114 411 0 0 0 0 549 19:45 82 396 56 273 0 0 0 0 668 08:00 45 104 0 0 20:00 88 49 0 0 08:15 45 97 0 0 20:15 75 42 0 0 08:30 55 110 0 0 20:30 86 30 0 0 08:45 56 200 121 431 0 0 0 0 631 20:45 77 325 26 147 0 0 0 0 471 09:00 68 104 0 0 21:00 70 28 0 0 09:15 62 88 0 0 21:15 61 35 0 0 09:30 66 91 0 0 21:30 52 26 0 0 09:45 68 264 93 375 0 0 0 0 638 21:45 47 229 27 115 0 0 0 0 344 10:00 72 79 0 0 22:00 44 24 0 0 10:15 94 88 0 0 22:15 31 26 0 0 10:30 96 104 0 0 22:30 29 23 0 0 10:45 91 352 103 374 0 0 0 0 725 22:45 26 129 18 90 0 0 0 0 219 11:00 106 119 0 0 23:00 32 15 0 0 11:15 103 133 0 0 23:15 18 15 0 0 11:30 97 128 0 0 23:30 19 11 0 0 11:45 100 406 152 532 0 0 0 0 937 23:45 17 84 10 50 0 0 0 0 134 Total Vol.1568 2564 4132 4761 4428 9189 NB SB Combined 6329 6992 13320 Split %38.0%62.0%31.0%51.8% 48.2%69.0% Peak Hour 11:45 11:45 11:45 17:00 12:30 15:15 Volume 435 627 1061 592 657 1183 P.H.F.0.91 0.96 0.96 0.90 0.93 0.95 Daily Totals 2-DAY AVERAGE AM PM 11-1093-016Project# Carlsbad Blvd. btwn. Mountain View Dr. & State St. Tuesday, July 19, 2011 Wednesday, July 20, 2011 Tuesday,19End Time Tue01:00 6002:00 3203:00 2304:00 1105:00 2306:00 12707:00 33408:00 54509:00 63710:00 65011:00 71512:00 88113:00 96614:00 100415:00 99216:00 105917:00 102718:00 104819:00 88120:00 72421:00 50822:00 35523:00 20224:00 135Total 12939* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Mountain View Drive and State Street July 19, 2011Carlsbad Boulevard Between Mountain View Drive and State Street60322311231273345456376507158819661004992105910271048881724508355202135025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,20End Time Wed01:00 7602:00 3303:00 2104:00 1005:00 2606:00 12507:00 40208:00 55309:00 62510:00 62611:00 73512:00 99313:00 118014:00 118815:00 101016:00 128817:00 117518:00 102619:00 86320:00 61221:00 43422:00 33323:00 23524:00 132Total 13701* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Mountain View Drive and State Street July 20, 2011Carlsbad Boulevard Between Mountain View Drive and State Street7633211026125402553625626735993118011881010128811751026863612434333235132025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 17 Location: Carlsbad Boulevard Between Cannon Road and Cerezo Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 8 12:00 139 136 00:15 5 9 12:15 146 146 00:30 5 5 12:30 147 150 00:45 3191032 51 12:45 152 584 151 583 1167 01:00 7 9 13:00 154 151 01:15 5 4 13:15 157 148 01:30 5 5 13:30 159 166 01:45 3 20 5 23 43 13:45 166 636 135 600 1236 02:00 12 0 14:00 158 127 02:15 7 1 14:15 158 168 02:30 7 5 14:30 145 153 02:45 3 29 5 11 40 14:45 185 646 142 590 1236 03:00 0 4 15:00 147 157 03:15 2 1 15:15 168 141 03:30 0 1 15:30 141 148 03:45 24 17 11 15:45 167 623 160 606 1229 04:00 1 0 16:00 188 157 04:15 1 5 16:15 177 151 04:30 0 4 16:30 170 139 04:45 24 514 18 16:45 206 741 157 604 1345 05:00 3 13 17:00 208 182 05:15 6 10 17:15 236 171 05:30 10 15 17:30 216 167 05:45 17 36 37 75 111 17:45 203 863 156 676 1539 06:00 17 43 18:00 171 125 06:15 25 51 18:15 183 135 06:30 29 70 18:30 179 136 06:45 49 120 89 253 373 18:45 146 679 108 504 1183 07:00 36 80 19:00 139 120 07:15 46 151 19:15 137 126 07:30 53 158 19:30 118 107 07:45 65 200 154 543 743 19:45 106 500 95 448 948 08:00 51 128 20:00 103 117 08:15 60 122 20:15 78 116 08:30 83 131 20:30 71 75 08:45 79 273 97 478 751 20:45 56 308 54 362 670 09:00 69 97 21:00 58 62 09:15 72 92 21:15 45 58 09:30 72 130 21:30 32 41 09:45 107 320 98 417 737 21:45 35 170 27 188 358 10:00 109 106 22:00 18 39 10:15 117 103 22:15 15 32 10:30 121 136 22:30 23 24 10:45 137 484 113 458 942 22:45 15 71 14 109 180 11:00 124 128 23:00 11 20 11:15 115 156 23:15 15 15 11:30 157 156 23:30 8 7 11:45 141 537 132 572 1109 23:45 11 45 9 51 96 Total Vol.2046 2883 4929 5866 5321 11187 NB SB EB WB Combined 7912 8204 16116 Split %41.5%58.5%30.6%52.4% 47.6%69.4% Peak Hour 11:30 07:15 11:30 16:45 16:45 16:45 Volume 583 591 1153 866 677 1543 P.H.F.0.93 0.94 0.92 0.92 0.93 0.95 Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. DAY 1 PM Project#Tuesday, July 19, 2011 AM Daily Totals 11-1093-017 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 12 12:00 127 192 00:15 7 4 12:15 151 237 00:30 9 10 12:30 150 268 00:45 11 35 4 30 65 12:45 141 569 239 936 1505 01:00 4 6 13:00 151 245 01:15 4 6 13:15 164 263 01:30 4 2 13:30 122 222 01:45 1131024 37 13:45 106 543 258 988 1531 02:00 5 4 14:00 148 217 02:15 0 1 14:15 148 202 02:30 4 4 14:30 145 186 02:45 3 12 3 12 24 14:45 138 579 194 799 1378 03:00 1 1 15:00 166 191 03:15 2 1 15:15 155 181 03:30 0 2 15:30 149 215 03:45 03 48 11 15:45 181 651 220 807 1458 04:00 1 2 16:00 167 206 04:15 3 2 16:15 148 207 04:30 3 5 16:30 180 180 04:45 29 615 24 16:45 194 689 175 768 1457 05:00 3 10 17:00 175 192 05:15 7 12 17:15 216 201 05:30 8 25 17:30 192 195 05:45 13 31 41 88 119 17:45 179 762 173 761 1523 06:00 15 39 18:00 153 159 06:15 27 47 18:15 151 145 06:30 31 72 18:30 150 137 06:45 39 112 99 257 369 18:45 129 583 105 546 1129 07:00 36 108 19:00 122 84 07:15 45 116 19:15 103 112 07:30 55 155 19:30 90 105 07:45 63 199 149 528 727 19:45 80 395 83 384 779 08:00 65 137 20:00 76 106 08:15 66 146 20:15 91 77 08:30 61 139 20:30 72 55 08:45 82 274 81 503 777 20:45 64 303 65 303 606 09:00 92 111 21:00 45 54 09:15 81 90 21:15 34 50 09:30 96 112 21:30 34 51 09:45 82 351 121 434 785 21:45 38 151 29 184 335 10:00 85 117 22:00 29 27 10:15 104 127 22:15 18 31 10:30 99 123 22:30 27 21 10:45 106 394 103 470 864 22:45 17 91 17 96 187 11:00 140 141 23:00 15 10 11:15 146 163 23:15 11 9 11:30 120 178 23:30 10 11 11:45 142 548 205 687 1235 23:45 15 51 7 37 88 Total Vol.1981 3056 5037 5367 6609 11976 NB SB EB WB Combined 7348 9665 17013 Split %39.3%60.7%29.6%44.8% 55.2%70.4% Peak Hour 11:45 11:45 11:45 16:45 12:30 12:30 Volume 570 902 1472 777 1015 1621 P.H.F.0.94 0.84 0.88 0.90 0.95 0.95 DAY 2 AM PM Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Wednesday, July 20, 2011 11-1093-017 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 10 0 0 12:00 133 164 0 0 00:15 6 7 0 0 12:15 149 192 0 0 00:30 7 8 0 0 12:30 149 209 0 0 00:45 7 27 7 31 0 0 0 0 58 12:45 147 577 195 760 0 0 0 0 1336 01:00 6 8 0 0 13:00 153 198 0 0 01:15 5 5 0 0 13:15 161 206 0 0 01:30 5 4 0 0 13:30 141 194 0 0 01:45 2 17 8 24 0 0 0 0 40 13:45 136 590 197 794 0 0 0 0 1384 02:00 9 2 0 0 14:00 153 172 0 0 02:15 4 1 0 0 14:15 153 185 0 0 02:30 6 5 0 0 14:30 145 170 0 0 02:45 3 21 4 12 0 0 0 0 32 14:45 162 613 168 695 0 0 0 0 1307 03:00 1 3 0 0 15:00 157 174 0 0 03:15 2 1 0 0 15:15 162 161 0 0 03:30 0 2 0 0 15:30 145 182 0 0 03:45 1438 0 000 11 15:45 174 637 190 707 0 0 0 0 1344 04:00 1 1 0 0 16:00 178 182 0 0 04:15 2 4 0 0 16:15 163 179 0 0 04:30 2 5 0 0 16:30 175 160 0 0 04:45 2 7 6 15 0 0 0 0 21 16:45 200 715 166 686 0 0 0 0 1401 05:00 3 12 0 0 17:00 192 187 0 0 05:15 7 11 0 0 17:15 226 186 0 0 05:30 9 20 0 0 17:30 204 181 0 0 05:45 15 34 39 82 0 0 0 0 115 17:45 191 813 165 719 0 0 0 0 1531 06:00 16 41 0 0 18:00 162 142 0 0 06:15 26 49 0 0 18:15 167 140 0 0 06:30 30 71 0 0 18:30 165 137 0 0 06:45 44 116 94 255 0 0 0 0 371 18:45 138 631 107 525 0 0 0 0 1156 07:00 36 94 0 0 19:00 131 102 0 0 07:15 46 134 0 0 19:15 120 119 0 0 07:30 54 157 0 0 19:30 104 106 0 0 07:45 64 200 152 536 0 0 0 0 735 19:45 93 448 89 416 0 0 0 0 864 08:00 58 133 0 0 20:00 90 112 0 0 08:15 63 134 0 0 20:15 85 97 0 0 08:30 72 135 0 0 20:30 72 65 0 0 08:45 81 274 89 491 0 0 0 0 764 20:45 60 306 60 333 0 0 0 0 638 09:00 81 104 0 0 21:00 52 58 0 0 09:15 77 91 0 0 21:15 40 54 0 0 09:30 84 121 0 0 21:30 33 46 0 0 09:45 95 336 110 426 0 0 0 0 761 21:45 37 161 28 186 0 0 0 0 347 10:00 97 112 0 0 22:00 24 33 0 0 10:15 111 115 0 0 22:15 17 32 0 0 10:30 110 130 0 0 22:30 25 23 0 0 10:45 122 439 108 464 0 0 0 0 903 22:45 16 81 16 103 0 0 0 0 184 11:00 132 135 0 0 23:00 13 15 0 0 11:15 131 160 0 0 23:15 13 12 0 0 11:30 139 167 0 0 23:30 9 9 0 0 11:45 142 543 169 630 0 0 0 0 1172 23:45 13 48 8 44 0 0 0 0 92 Total Vol.2014 2970 4983 5617 5965 11582 NB SB Combined 7630 8935 16565 Split %40.4%59.6%30.1%48.5% 51.5%69.9% Peak Hour 11:45 11:45 11:45 16:45 12:30 16:45 Volume 572 733 1305 822 808 1542 P.H.F.0.96 0.88 0.91 0.91 0.97 0.94 11-1093-017Project# Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Tuesday, July 19, 2011 Wednesday, July 20, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,19End Time Tue01:00 5102:00 4303:00 4004:00 1105:00 1806:00 11107:00 37308:00 74309:00 75110:00 73711:00 94212:00 110913:00 116714:00 123615:00 123616:00 122917:00 134518:00 153919:00 118320:00 94821:00 67022:00 35823:00 18024:00 96Total 16116* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Cannon Road and Cerezo DriveJuly 19, 2011Carlsbad Boulevard Between Cannon Road and Cerezo Drive5143401118111373743751737942110911671236123612291345153911839486703581809602505007501000125015001750200001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,20End Time Wed01:00 6502:00 3703:00 2404:00 1105:00 2406:00 11907:00 36908:00 72709:00 77710:00 78511:00 86412:00 123513:00 150514:00 153115:00 137816:00 145817:00 145718:00 152319:00 112920:00 77921:00 60622:00 33523:00 18724:00 88Total 17013* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Cannon Road and Cerezo DriveJuly 20, 2011Carlsbad Boulevard Between Cannon Road and Cerezo Drive6537241124119369727777785864123515051531137814581457152311297796063351878802505007501000125015001750200001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2011 Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 MID-BLOCK COUNT SUMMARY Number: 18 Location: Carlsbad Boulevard Between Poinsettia Lane and Island Way Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 6 12:00 95 111 00:15 3 5 12:15 117 130 00:30 2 3 12:30 134 101 00:45 2 13 4 18 31 12:45 111 457 125 467 924 01:00 4 3 13:00 125 117 01:15 7 3 13:15 121 139 01:30 2 1 13:30 135 130 01:45 114 18 22 13:45 127 508 133 519 1027 02:00 4 3 14:00 103 126 02:15 1 2 14:15 114 135 02:30 1 0 14:30 120 122 02:45 410 49 19 14:45 121 458 133 516 974 03:00 1 5 15:00 143 121 03:15 1 3 15:15 112 130 03:30 2 0 15:30 110 139 03:45 15 08 13 15:45 110 475 132 522 997 04:00 2 1 16:00 145 146 04:15 2 3 16:15 146 118 04:30 2 3 16:30 142 149 04:45 17 310 17 16:45 114 547 138 551 1098 05:00 4 4 17:00 148 132 05:15 5 10 17:15 146 154 05:30 11 2 17:30 155 132 05:45 10 30 13 29 59 17:45 123 572 136 554 1126 06:00 17 24 18:00 127 138 06:15 28 42 18:15 124 116 06:30 33 33 18:30 100 99 06:45 27 105 62 161 266 18:45 110 461 87 440 901 07:00 47 62 19:00 109 96 07:15 48 97 19:15 85 78 07:30 58 105 19:30 57 104 07:45 60 213 106 370 583 19:45 56 307 83 361 668 08:00 65 112 20:00 78 80 08:15 57 106 20:15 48 45 08:30 70 118 20:30 37 65 08:45 77 269 95 431 700 20:45 52 215 51 241 456 09:00 66 83 21:00 45 38 09:15 57 60 21:15 39 26 09:30 79 85 21:30 50 29 09:45 87 289 96 324 613 21:45 31 165 33 126 291 10:00 76 88 22:00 12 17 10:15 85 97 22:15 11 18 10:30 97 100 22:30 21 18 10:45 100 358 117 402 760 22:45 11 55 13 66 121 11:00 97 93 23:00 10 10 11:15 91 93 23:15 11 5 11:30 93 131 23:30 6 7 11:45 103 384 106 423 807 23:45 9 36 4 26 62 Total Vol.1697 2193 3890 4256 4389 8645 NB SB EB WB Combined 5953 6582 12535 Split %43.6%56.4%31.0%49.2% 50.8%69.0% Peak Hour 11:45 11:30 11:45 17:00 16:30 17:00 Volume 449 478 897 572 573 1126 P.H.F.0.84 0.91 0.91 0.92 0.93 0.94 PM Project#Tuesday, August 09, 2011 AM Daily Totals 11-1093-018 Carlsbad Blvd. btwn. Poinsettia Ln. & Island Way DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 2 6 12:00 112 121 00:15 5 4 12:15 134 125 00:30 2 0 12:30 123 149 00:45 4 13 4 14 27 12:45 125 494 138 533 1027 01:00 7 1 13:00 117 129 01:15 2 4 13:15 119 134 01:30 0 2 13:30 123 129 01:45 2 11 4 11 22 13:45 99 458 109 501 959 02:00 1 3 14:00 120 152 02:15 1 1 14:15 137 149 02:30 2 1 14:30 133 131 02:45 15 16 11 14:45 127 517 134 566 1083 03:00 3 3 15:00 94 128 03:15 2 1 15:15 150 127 03:30 1 3 15:30 114 134 03:45 28 29 17 15:45 111 469 142 531 1000 04:00 2 0 16:00 120 142 04:15 1 3 16:15 142 143 04:30 1 4 16:30 138 147 04:45 26 18 14 16:45 151 551 150 582 1133 05:00 3 6 17:00 129 162 05:15 7 8 17:15 167 161 05:30 9 4 17:30 173 144 05:45 10 29 19 37 66 17:45 155 624 145 612 1236 06:00 25 28 18:00 126 102 06:15 26 44 18:15 128 113 06:30 36 36 18:30 133 81 06:45 32 119 57 165 284 18:45 129 516 89 385 901 07:00 35 76 19:00 102 86 07:15 50 97 19:15 97 93 07:30 39 114 19:30 77 97 07:45 66 190 110 397 587 19:45 59 335 85 361 696 08:00 71 126 20:00 53 73 08:15 103 124 20:15 52 48 08:30 138 115 20:30 47 58 08:45 151 463 84 449 912 20:45 44 196 50 229 425 09:00 108 77 21:00 39 54 09:15 75 69 21:15 40 32 09:30 76 89 21:30 48 40 09:45 83 342 72 307 649 21:45 34 161 45 171 332 10:00 91 81 22:00 19 25 10:15 93 105 22:15 23 23 10:30 80 100 22:30 24 11 10:45 97 361 108 394 755 22:45 20 86 9 68 154 11:00 80 128 23:00 9 7 11:15 116 122 23:15 10 15 11:30 141 123 23:30 14 13 11:45 118 455 133 506 961 23:45 8 41 9 44 85 Total Vol.2002 2303 4305 4448 4583 9031 NB SB EB WB Combined 6450 6886 13336 Split %46.5%53.5%32.3%49.3% 50.7%67.7% Peak Hour 11:30 11:45 11:45 17:00 16:30 16:45 Volume 505 528 1015 624 620 1237 P.H.F.0.90 0.89 0.93 0.90 0.96 0.94 AM PM Project# Carlsbad Blvd. btwn. Poinsettia Ln. & Island Way Wednesday, August 10, 2011 11-1093-018 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 4 6 0 0 12:00 104 116 0 0 00:15 4 5 0 0 12:15 126 128 0 0 00:30 2 2 0 0 12:30 129 125 0 0 00:45 3 13 4 16 0 0 0 0 29 12:45 118 476 132 500 0 0 0 0 976 01:00 6 2 0 0 13:00 121 123 0 0 01:15 5 4 0 0 13:15 120 137 0 0 01:30 1 2 0 0 13:30 129 130 0 0 01:45 2 13 3 10 0 0 0 0 22 13:45 113 483 121 510 0 0 0 0 993 02:00 3 3 0 0 14:00 112 139 0 0 02:15 1 2 0 0 14:15 126 142 0 0 02:30 2 1 0 0 14:30 127 127 0 0 02:45 3838 0 000 15 14:45 124 488 134 541 0 0 0 0 1029 03:00 2 4 0 0 15:00 119 125 0 0 03:15 2 2 0 0 15:15 131 129 0 0 03:30 2 2 0 0 15:30 112 137 0 0 03:45 2719 0 000 15 15:45 111 472 137 527 0 0 0 0 999 04:00 2 1 0 0 16:00 133 144 0 0 04:15 2 3 0 0 16:15 144 131 0 0 04:30 2 4 0 0 16:30 140 148 0 0 04:45 2729 0 000 16 16:45 133 549 144 567 0 0 0 0 1116 05:00 4 5 0 0 17:00 139 147 0 0 05:15 6 9 0 0 17:15 157 158 0 0 05:30 10 3 0 0 17:30 164 138 0 0 05:45 10 30 16 33 0 0 0 0 63 17:45 139 598 141 583 0 0 0 0 1181 06:00 21 26 0 0 18:00 127 120 0 0 06:15 27 43 0 0 18:15 126 115 0 0 06:30 35 35 0 0 18:30 117 90 0 0 06:45 30 112 60 163 0 0 0 0 275 18:45 120 489 88 413 0 0 0 0 901 07:00 41 69 0 0 19:00 106 91 0 0 07:15 49 97 0 0 19:15 91 86 0 0 07:30 49 110 0 0 19:30 67 101 0 0 07:45 63 202 108 384 0 0 0 0 585 19:45 58 321 84 361 0 0 0 0 682 08:00 68 119 0 0 20:00 66 77 0 0 08:15 80 115 0 0 20:15 50 47 0 0 08:30 104 117 0 0 20:30 42 62 0 0 08:45 114 366 90 440 0 0 0 0 806 20:45 48 206 51 235 0 0 0 0 441 09:00 87 80 0 0 21:00 42 46 0 0 09:15 66 65 0 0 21:15 40 29 0 0 09:30 78 87 0 0 21:30 49 35 0 0 09:45 85 316 84 316 0 0 0 0 631 21:45 33 163 39 149 0 0 0 0 312 10:00 84 85 0 0 22:00 16 21 0 0 10:15 89 101 0 0 22:15 17 21 0 0 10:30 89 100 0 0 22:30 23 15 0 0 10:45 99 360 113 398 0 0 0 0 758 22:45 16 71 11 67 0 0 0 0 138 11:00 89 111 0 0 23:00 10 9 0 0 11:15 104 108 0 0 23:15 11 10 0 0 11:30 117 127 0 0 23:30 10 10 0 0 11:45 111 420 120 465 0 0 0 0 884 23:45 9397350000 74 Total Vol.1850 2248 4098 4352 4486 8838 NB SB Combined 6202 6734 12936 Split %45.1%54.9%31.7%49.2% 50.8%68.3% Peak Hour 11:45 11:30 11:45 17:00 16:30 17:00 Volume 468 490 956 598 597 1181 P.H.F.0.91 0.96 0.94 0.91 0.95 0.94 Daily Totals 2-DAY AVERAGE AM PM 11-1093-018Project# Carlsbad Blvd. btwn. Poinsettia Ln. & Island Way Tuesday, August 09, 2011 Wednesday, August 10, 2011 Tuesday,09End Time Tue01:00 3102:00 2203:00 1904:00 1305:00 1706:00 5907:00 26608:00 58309:00 70010:00 61311:00 76012:00 80713:00 92414:00 102715:00 97416:00 99717:00 109818:00 112619:00 90120:00 66821:00 45622:00 29123:00 12124:00 62Total 12535* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Poinsettia Lane and Island WayAugust 9, 2011Carlsbad Boulevard Between Poinsettia Lane and Island Way312219131759266583700613760807924102797499710981126901668456291121620250500750100012501500175001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,10End Time Wed01:00 2702:00 2203:00 1104:00 1705:00 1406:00 6607:00 28408:00 58709:00 91210:00 64911:00 75512:00 96113:00 102714:00 95915:00 108316:00 100017:00 113318:00 123619:00 90120:00 69621:00 42522:00 33223:00 15424:00 85Total 13336* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Poinsettia Lane and Island WayAugust 10, 2011Carlsbad Boulevard Between Poinsettia Lane and Island Way2722111714662845879126497559611027959108310001133123690169642533215485025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 19 Location: Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 3 12:00 132 145 00:15 3 6 12:15 159 155 00:30 4 1 12:30 148 140 00:45 1 18 3 13 31 12:45 145 584 138 578 1162 01:00 4 5 13:00 160 140 01:15 6 6 13:15 144 137 01:30 3 0 13:30 179 142 01:45 3 16 2 13 29 13:45 154 637 154 573 1210 02:00 4 2 14:00 178 144 02:15 0 3 14:15 182 150 02:30 1 0 14:30 154 153 02:45 16 27 13 14:45 143 657 156 603 1260 03:00 1 4 15:00 151 149 03:15 1 2 15:15 153 159 03:30 1 1 15:30 139 149 03:45 03 07 10 15:45 151 594 171 628 1222 04:00 1 2 16:00 171 168 04:15 1 4 16:15 164 155 04:30 1 3 16:30 171 163 04:45 14 514 18 16:45 154 660 177 663 1323 05:00 4 4 17:00 186 149 05:15 3 15 17:15 170 196 05:30 10 11 17:30 201 174 05:45 16 33 21 51 84 17:45 179 736 149 668 1404 06:00 24 28 18:00 175 160 06:15 41 53 18:15 154 142 06:30 55 62 18:30 158 146 06:45 52 172 78 221 393 18:45 134 621 109 557 1178 07:00 53 91 19:00 127 114 07:15 54 146 19:15 106 104 07:30 62 172 19:30 89 107 07:45 80 249 193 602 851 19:45 96 418 114 439 857 08:00 72 194 20:00 85 82 08:15 89 169 20:15 74 67 08:30 112 149 20:30 64 72 08:45 127 400 165 677 1077 20:45 60 283 55 276 559 09:00 99 124 21:00 48 42 09:15 87 90 21:15 43 40 09:30 88 122 21:30 38 32 09:45 96 370 117 453 823 21:45 23 152 37 151 303 10:00 113 119 22:00 26 24 10:15 100 106 22:15 21 23 10:30 117 112 22:30 22 16 10:45 119 449 108 445 894 22:45 18 87 17 80 167 11:00 105 127 23:00 20 12 11:15 108 112 23:15 12 7 11:30 123 141 23:30 5 6 11:45 108 444 146 526 970 23:45 12 49 3 28 77 Total Vol.2164 3029 5193 5478 5244 10722 NB SB EB WB Combined 7642 8273 15915 Split %41.7%58.3%32.6%51.1% 48.9%67.4% Peak Hour 11:45 07:30 11:45 17:00 16:45 16:45 Volume 547 728 1133 736 696 1407 P.H.F.0.86 0.94 0.90 0.92 0.89 0.94 Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. DAY 1 PM Project#Tuesday, August 09, 2011 AM Daily Totals 11-1093-019 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 5 12:00 150 136 00:15 2 5 12:15 155 164 00:30 3 3 12:30 143 183 00:45 3 15 4 17 32 12:45 157 605 160 643 1248 01:00 6 0 13:00 146 148 01:15 1 3 13:15 155 133 01:30 0 2 13:30 139 164 01:45 18 27 15 13:45 161 601 139 584 1185 02:00 3 3 14:00 175 139 02:15 2 3 14:15 186 162 02:30 3 1 14:30 154 158 02:45 19 29 18 14:45 146 661 154 613 1274 03:00 3 1 15:00 152 158 03:15 0 0 15:15 167 166 03:30 1 1 15:30 162 155 03:45 04 02 6 15:45 140 621 168 647 1268 04:00 1 1 16:00 186 165 04:15 4 2 16:15 171 166 04:30 2 1 16:30 161 165 04:45 411 59 20 16:45 190 708 174 670 1378 05:00 1 7 17:00 192 184 05:15 2 7 17:15 249 193 05:30 11 14 17:30 174 185 05:45 14 28 20 48 76 17:45 224 839 159 721 1560 06:00 32 28 18:00 175 151 06:15 42 52 18:15 153 114 06:30 54 60 18:30 162 106 06:45 44 172 74 214 386 18:45 175 665 117 488 1153 07:00 41 92 19:00 140 95 07:15 48 147 19:15 132 102 07:30 53 169 19:30 98 100 07:45 81 223 170 578 801 19:45 86 456 86 383 839 08:00 53 188 20:00 77 80 08:15 120 164 20:15 55 67 08:30 184 172 20:30 59 52 08:45 195 552 133 657 1209 20:45 49 240 49 248 488 09:00 111 118 21:00 50 44 09:15 111 94 21:15 44 38 09:30 82 129 21:30 49 34 09:45 98 402 127 468 870 21:45 42 185 37 153 338 10:00 101 98 22:00 31 37 10:15 117 134 22:15 27 25 10:30 97 137 22:30 24 29 10:45 120 435 128 497 932 22:45 30 112 26 117 229 11:00 104 125 23:00 9 3 11:15 138 155 23:15 14 10 11:30 142 159 23:30 12 16 11:45 147 531 140 579 1110 23:45 7 42 6 35 77 Total Vol.2390 3085 5475 5735 5302 11037 NB SB EB WB Combined 8125 8387 16512 Split %43.7%56.3%33.2%52.0% 48.0%66.8% Peak Hour 08:15 07:45 11:45 17:00 16:45 17:00 Volume 610 694 1218 839 736 1560 P.H.F.0.78 0.92 0.93 0.84 0.95 0.88 DAY 2 AM PM Project# Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Wednesday, August 10, 2011 11-1093-019 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 4 0 0 12:00 141 141 0 0 00:15 3 6 0 0 12:15 157 160 0 0 00:30 4 2 0 0 12:30 146 162 0 0 00:45 2 17 4 15 0 0 0 0 32 12:45 151 595 149 611 0 0 0 0 1205 01:00 5 3 0 0 13:00 153 144 0 0 01:15 4 5 0 0 13:15 150 135 0 0 01:30 2 1 0 0 13:30 159 153 0 0 01:45 2 12 2 10 0 0 0 0 22 13:45 158 619 147 579 0 0 0 0 1198 02:00 4 3 0 0 14:00 177 142 0 0 02:15 1 3 0 0 14:15 184 156 0 0 02:30 2 1 0 0 14:30 154 156 0 0 02:45 1828 0 000 16 14:45 145 659 155 608 0 0 0 0 1267 03:00 2 3 0 0 15:00 152 154 0 0 03:15 1 1 0 0 15:15 160 163 0 0 03:30 1 1 0 0 15:30 151 152 0 0 03:45 0405 0 000 8 15:45 146 608 170 638 0 0 0 0 1245 04:00 1 2 0 0 16:00 179 167 0 0 04:15 3 3 0 0 16:15 168 161 0 0 04:30 2 2 0 0 16:30 166 164 0 0 04:45 3 8 5 12 0 0 0 0 19 16:45 172 684 176 667 0 0 0 0 1351 05:00 3 6 0 0 17:00 189 167 0 0 05:15 3 11 0 0 17:15 210 195 0 0 05:30 11 13 0 0 17:30 188 180 0 0 05:45 15 31 21 50 0 0 0 0 80 17:45 202 788 154 695 0 0 0 0 1482 06:00 28 28 0 0 18:00 175 156 0 0 06:15 42 53 0 0 18:15 154 128 0 0 06:30 55 61 0 0 18:30 160 126 0 0 06:45 48 172 76 218 0 0 0 0 390 18:45 155 643 113 523 0 0 0 0 1166 07:00 47 92 0 0 19:00 134 105 0 0 07:15 51 147 0 0 19:15 119 103 0 0 07:30 58 171 0 0 19:30 94 104 0 0 07:45 81 236 182 590 0 0 0 0 826 19:45 91 437 100 411 0 0 0 0 848 08:00 63 191 0 0 20:00 81 81 0 0 08:15 105 167 0 0 20:15 65 67 0 0 08:30 148 161 0 0 20:30 62 62 0 0 08:45 161 476 149 667 0 0 0 0 1143 20:45 55 262 52 262 0 0 0 0 524 09:00 105 121 0 0 21:00 49 43 0 0 09:15 99 92 0 0 21:15 44 39 0 0 09:30 85 126 0 0 21:30 44 33 0 0 09:45 97 386 122 461 0 0 0 0 847 21:45 33 169 37 152 0 0 0 0 321 10:00 107 109 0 0 22:00 29 31 0 0 10:15 109 120 0 0 22:15 24 24 0 0 10:30 107 125 0 0 22:30 23 23 0 0 10:45 120 442 118 471 0 0 0 0 913 22:45 24 100 22 99 0 0 0 0 198 11:00 105 126 0 0 23:00 15 8 0 0 11:15 123 134 0 0 23:15 13 9 0 0 11:30 133 150 0 0 23:30 9 11 0 0 11:45 128 488 143 553 0 0 0 0 1040 23:45 10 46 5 32 0 0 0 0 77 Total Vol.2277 3057 5334 5607 5273 10880 NB SB Combined 7884 8330 16214 Split %42.7%57.3%32.9%51.5% 48.5%67.1% Peak Hour 11:45 07:30 11:45 17:00 16:45 17:00 Volume 571 710 1176 788 716 1482 P.H.F.0.91 0.93 0.93 0.94 0.92 0.92 11-1093-019Project# Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Tuesday, August 09, 2011 Wednesday, August 10, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,09End Time Tue01:00 3102:00 2903:00 1304:00 1005:00 1806:00 8407:00 39308:00 85109:00 107710:00 82311:00 89412:00 97013:00 116214:00 121015:00 126016:00 122217:00 132318:00 140419:00 117820:00 85721:00 55922:00 30323:00 16724:00 77Total 15915* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Avenida Encinas and La Costa AvenueAugust 9, 2011Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue3129131018843938511077823894970116212101260122213231404117885755930316777025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,10End Time Wed01:00 3202:00 1503:00 1804:00 605:00 2006:00 7607:00 38608:00 80109:00 120910:00 87011:00 93212:00 111013:00 124814:00 118515:00 127416:00 126817:00 137818:00 156019:00 115320:00 83921:00 48822:00 33823:00 22924:00 77Total 16512* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Avenida Encinas and La Costa AvenueAugust 10, 2011Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue3215186207638680112098709321110124811851274126813781560115383948833822977025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 20 Location: La Costa Avenue Between Saxony Road and Piraeus Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 43 16 12:00 211 237 00:15 23 20 12:15 240 246 00:30 24 14 12:30 219 243 00:45 19 109 4 54 163 12:45 260 930 246 972 1902 01:00 16 10 13:00 241 271 01:15 16 3 13:15 264 248 01:30 10 9 13:30 249 261 01:45 13 55 5 27 82 13:45 291 1045 248 1028 2073 02:00 10 3 14:00 246 228 02:15 15 4 14:15 220 221 02:30 7 6 14:30 284 237 02:45 13 45 3 16 61 14:45 245 995 287 973 1968 03:00 10 2 15:00 304 291 03:15 4 9 15:15 287 266 03:30 8 10 15:30 293 309 03:45 9311031 62 15:45 331 1215 251 1117 2332 04:00 9 16 16:00 285 283 04:15 13 32 16:15 299 322 04:30 14 36 16:30 336 292 04:45 23 59 50 134 193 16:45 361 1281 339 1236 2517 05:00 34 37 17:00 390 319 05:15 34 86 17:15 408 332 05:30 52 99 17:30 409 344 05:45 88 208 114 336 544 17:45 384 1591 323 1318 2909 06:00 71 181 18:00 353 311 06:15 119 214 18:15 341 272 06:30 145 240 18:30 329 254 06:45 189 524 298 933 1457 18:45 266 1289 218 1055 2344 07:00 186 310 19:00 227 153 07:15 197 302 19:15 251 173 07:30 271 309 19:30 231 135 07:45 323 977 334 1255 2232 19:45 241 950 153 614 1564 08:00 278 290 20:00 185 122 08:15 281 312 20:15 202 129 08:30 285 330 20:30 179 110 08:45 270 1114 312 1244 2358 20:45 167 733 99 460 1193 09:00 228 281 21:00 153 91 09:15 210 286 21:15 141 68 09:30 205 300 21:30 128 64 09:45 193 836 283 1150 1986 21:45 124 546 66 289 835 10:00 194 223 22:00 96 52 10:15 183 262 22:15 84 62 10:30 201 241 22:30 73 50 10:45 198 776 255 981 1757 22:45 71 324 43 207 531 11:00 171 234 23:00 67 41 11:15 202 254 23:15 50 33 11:30 220 272 23:30 55 23 11:45 237 830 270 1030 1860 23:45 64 236 23 120 356 Total Vol.5564 7191 12755 11135 9389 20524 NB SB EB WB Combined 16699 16580 33279 Split %43.6% 56.4%38.3%54.3% 45.7%61.7% Peak Hour 07:45 07:45 07:45 17:00 16:45 17:00 Volume 1167 1266 2433 1591 1334 2909 P.H.F.0.90 0.95 0.93 0.97 0.97 0.97 PM Project#Tuesday, August 09, 2011 AM Daily Totals 11-1093-020 La Costa Ave. btwn. Saxony Rd. & Piraeus St. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 53 20 12:00 228 257 00:15 39 13 12:15 226 257 00:30 32 14 12:30 238 269 00:45 25 149 8 55 204 12:45 252 944 283 1066 2010 01:00 29 6 13:00 231 256 01:15 24 12 13:15 274 245 01:30 16 10 13:30 242 232 01:45 6 75 5 33 108 13:45 255 1002 235 968 1970 02:00 15 11 14:00 291 235 02:15 7 6 14:15 278 250 02:30 16 4 14:30 282 248 02:45 17 55 3 24 79 14:45 271 1122 246 979 2101 03:00 7 7 15:00 282 293 03:15 3 4 15:15 299 302 03:30 10 9 15:30 316 307 03:45 9 29 9 29 58 15:45 342 1239 273 1175 2414 04:00 7 14 16:00 349 290 04:15 9 18 16:15 306 296 04:30 15 34 16:30 350 323 04:45 24 55 44 110 165 16:45 332 1337 299 1208 2545 05:00 31 67 17:00 368 343 05:15 29 78 17:15 374 342 05:30 55 87 17:30 373 307 05:45 77 192 137 369 561 17:45 379 1494 332 1324 2818 06:00 71 160 18:00 344 275 06:15 105 204 18:15 336 275 06:30 176 249 18:30 336 216 06:45 211 563 272 885 1448 18:45 285 1301 251 1017 2318 07:00 176 282 19:00 276 183 07:15 210 354 19:15 281 153 07:30 272 312 19:30 239 155 07:45 320 978 349 1297 2275 19:45 236 1032 133 624 1656 08:00 254 295 20:00 224 128 08:15 313 333 20:15 204 113 08:30 288 353 20:30 182 98 08:45 317 1172 307 1288 2460 20:45 163 773 104 443 1216 09:00 279 270 21:00 156 92 09:15 254 296 21:15 141 77 09:30 225 292 21:30 129 88 09:45 244 1002 309 1167 2169 21:45 115 541 64 321 862 10:00 178 280 22:00 93 66 10:15 210 250 22:15 90 58 10:30 193 289 22:30 74 57 10:45 215 796 262 1081 1877 22:45 67 324 29 210 534 11:00 232 265 23:00 59 46 11:15 245 273 23:15 51 36 11:30 216 264 23:30 43 17 11:45 248 941 305 1107 2048 23:45 34 187 23 122 309 Total Vol.6007 7445 13452 11296 9457 20753 NB SB EB WB Combined 17303 16902 34205 Split %44.7% 55.3%39.3%54.4% 45.6%60.7% Peak Hour 08:15 07:45 07:45 17:00 17:00 17:00 Volume 1197 1330 2505 1494 1324 2818 P.H.F.0.94 0.94 0.94 0.99 0.97 0.98 AM PM Project# La Costa Ave. btwn. Saxony Rd. & Piraeus St. Wednesday, August 10, 2011 11-1093-020 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 48 18 12:00 0 0 220 247 00:15 0 0 31 17 12:15 0 0 233 252 00:30 0 0 28 14 12:30 0 0 229 256 00:45 0 0 0 0 22 129 6 55 184 12:45 0 0 0 0 256 937 265 1019 1956 01:00 0 0 23 8 13:00 0 0 236 264 01:15 0 0 20 8 13:15 0 0 269 247 01:30 0 0 13 10 13:30 0 0 246 247 01:45 0 0 0 0 10 65 5 30 95 13:45 0 0 0 0 273 1024 242 998 2022 02:00 0 0 13 7 14:00 0 0 269 232 02:15 0 0 11 5 14:15 0 0 249 236 02:30 0 0 12 5 14:30 0 0 283 243 02:45 0 0 0 0 15 50 3 20 70 14:45 0 0 0 0 258 1059 267 976 2035 03:00 0 0 9 5 15:00 0 0 293 292 03:15 0 0 4 7 15:15 0 0 293 284 03:30 0 0 9 10 15:30 0 0 305 308 03:45 0 0 0 0 9 30 10 30 60 15:45 0 0 0 0 337 1227 262 1146 2373 04:00 0 0 8 15 16:00 0 0 317 287 04:15 0 0 11 25 16:15 0 0 303 309 04:30 0 0 15 35 16:30 0 0 343 308 04:45 0 0 0 0 24 57 47 122 179 16:45 0 0 0 0 347 1309 319 1222 2531 05:00 0 0 33 52 17:00 0 0 379 331 05:15 0 0 32 82 17:15 0 0 391 337 05:30 0 0 54 93 17:30 0 0 391 326 05:45 0 0 0 0 83 200 126 353 553 17:45 0 0 0 0 382 1543 328 1321 2864 06:00 0 0 71 171 18:00 0 0 349 293 06:15 0 0 112 209 18:15 0 0 339 274 06:30 0 0 161 245 18:30 0 0 333 235 06:45 0 0 0 0 200 544 285 909 1453 18:45 0 0 0 0 276 1295 235 1036 2331 07:00 0 0 181 296 19:00 0 0 252 168 07:15 0 0 204 328 19:15 0 0 266 163 07:30 0 0 272 311 19:30 0 0 235 145 07:45 0 0 0 0 322 978 342 1276 2254 19:45 0 0 0 0 239 991 143 619 1610 08:00 0 0 266 293 20:00 0 0 205 125 08:15 0 0 297 323 20:15 0 0 203 121 08:30 0 0 287 342 20:30 0 0 181 104 08:45 0 0 0 0 294 1143 310 1266 2409 20:45 0 0 0 0 165 753 102 452 1205 09:00 0 0 254 276 21:00 0 0 155 92 09:15 0 0 232 291 21:15 0 0 141 73 09:30 0 0 215 296 21:30 0 0 129 76 09:45 0 0 0 0 219 919 296 1159 2078 21:45 0 0 0 0 120 544 65 305 849 10:00 0 0 186 252 22:00 0 0 95 59 10:15 0 0 197 256 22:15 0 0 87 60 10:30 0 0 197 265 22:30 0 0 74 54 10:45 0 0 0 0 207 786 259 1031 1817 22:45 0 0 0 0 69 324 36 209 533 11:00 0 0 202 250 23:00 0 0 63 44 11:15 0 0 224 264 23:15 0 0 51 35 11:30 0 0 218 268 23:30 0 0 49 20 11:45 0 0 0 0 243 886 288 1069 1954 23:45 0 0 0 0 49 212 23 121 333 Total Vol.5786 7318 13104 11216 9423 20639 NB SB Combined 17001 16741 33742 Split %44.2% 55.8%38.8%54.3% 45.7%61.2% Peak Hour 07:45 07:45 07:45 17:00 17:00 17:00 Volume 1171 1298 2469 1543 1321 2864 P.H.F.0.91 0.95 0.93 0.99 0.98 0.98 Daily Totals 2-DAY AVERAGE AM PM 11-1093-020Project# La Costa Ave. btwn. Saxony Rd. & Piraeus St. Tuesday, August 09, 2011 Wednesday, August 10, 2011 Tuesday,09End Time Tue01:00 16302:00 8203:00 6104:00 6205:00 19306:00 54407:00 145708:00 223209:00 235810:00 198611:00 175712:00 186013:00 190214:00 207315:00 196816:00 233217:00 251718:00 290919:00 234420:00 156421:00 119322:00 83523:00 53124:00 356Total 33279* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Saxony Road and Piraeus StreetAugust 9, 2011La Costa Avenue Between Saxony Road and Piraeus Street1638261621935441457223223581986175718601902207319682332251729092344156411938355313560250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,10End Time Wed01:00 20402:00 10803:00 7904:00 5805:00 16506:00 56107:00 144808:00 227509:00 246010:00 216911:00 187712:00 204813:00 201014:00 197015:00 210116:00 241417:00 254518:00 281819:00 231820:00 165621:00 121622:00 86223:00 53424:00 309Total 34205* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Saxony Road and Piraeus StreetAugust 10, 2011La Costa Avenue Between Saxony Road and Piraeus Street20410879581655611448227524602169187720482010197021012414254528182318165612168625343090250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 21 Location: La Costa Avenue Between Cadencia Street and Romeria Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 6 12:00 103 97 00:15 12 8 12:15 99 101 00:30 10 7 12:30 95 94 00:45 6 46 4 25 71 12:45 99 396 79 371 767 01:00 5 3 13:00 77 70 01:15 3 4 13:15 98 85 01:30 7 4 13:30 78 73 01:45 5 20 4 15 35 13:45 94 347 66 294 641 02:00 1 1 14:00 97 92 02:15 3 4 14:15 98 86 02:30 1 1 14:30 92 66 02:45 611 1 7 18 14:45 120 407 95 339 746 03:00 0 1 15:00 107 83 03:15 3 4 15:15 122 72 03:30 1 5 15:30 123 76 03:45 04 111 15 15:45 106 458 72 303 761 04:00 0 4 16:00 129 91 04:15 1 4 16:15 132 78 04:30 1 6 16:30 142 86 04:45 2 4 18 32 36 16:45 163 566 109 364 930 05:00 4 10 17:00 181 91 05:15 9 24 17:15 181 89 05:30 5 27 17:30 165 138 05:45 23 41 36 97 138 17:45 184 711 100 418 1129 06:00 14 70 18:00 185 100 06:15 25 61 18:15 165 94 06:30 33 103 18:30 126 98 06:45 49 121 101 335 456 18:45 125 601 68 360 961 07:00 32 123 19:00 107 61 07:15 43 130 19:15 124 75 07:30 63 126 19:30 98 50 07:45 66 204 134 513 717 19:45 85 414 57 243 657 08:00 58 119 20:00 99 56 08:15 63 113 20:15 89 34 08:30 81 103 20:30 104 38 08:45 79 281 113 448 729 20:45 58 350 26 154 504 09:00 81 104 21:00 62 33 09:15 71 90 21:15 64 30 09:30 72 118 21:30 53 35 09:45 81 305 90 402 707 21:45 62 241 30 128 369 10:00 70 109 22:00 44 30 10:15 72 101 22:15 45 25 10:30 56 93 22:30 36 14 10:45 72 270 97 400 670 22:45 41 166 7 76 242 11:00 69 102 23:00 33 14 11:15 77 95 23:15 16 9 11:30 80 74 23:30 19 12 11:45 113 339 106 377 716 23:45 17 85 6 41 126 Total Vol.1646 2662 4308 4742 3091 7833 NB SB EB WB Combined 6388 5753 12141 Split %38.2% 61.8%35.5%60.5% 39.5%64.5% Peak Hour 11:45 07:00 11:45 17:15 17:30 17:15 Volume 410 513 808 715 432 1142 P.H.F.0.91 0.96 0.92 0.97 0.78 0.94 La Costa Ave. btwn. Cadencia St. & Romeria St. DAY 1 PM Project#Tuesday, August 02, 2011 AM Daily Totals 11-1093-021 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 16 12:00 94 95 00:15 12 6 12:15 86 100 00:30 11 6 12:30 86 89 00:45 15 50 3 31 81 12:45 83 349 98 382 731 01:00 4 8 13:00 82 82 01:15 4 2 13:15 112 86 01:30 5 5 13:30 90 82 01:45 3 16 1 16 32 13:45 79 363 78 328 691 02:00 3 1 14:00 80 74 02:15 4 1 14:15 106 92 02:30 4 2 14:30 93 102 02:45 112 2 6 18 14:45 109 388 75 343 731 03:00 4 0 15:00 128 62 03:15 1 3 15:15 129 95 03:30 1 4 15:30 120 99 03:45 06 613 19 15:45 131 508 98 354 862 04:00 4 5 16:00 118 79 04:15 1 4 16:15 166 87 04:30 3 10 16:30 137 99 04:45 3111837 48 16:45 139 560 93 358 918 05:00 3 17 17:00 153 90 05:15 2 17 17:15 158 100 05:30 10 16 17:30 163 87 05:45 23 38 44 94 132 17:45 181 655 107 384 1039 06:00 12 57 18:00 168 107 06:15 31 53 18:15 151 92 06:30 34 92 18:30 127 81 06:45 30 107 115 317 424 18:45 124 570 64 344 914 07:00 49 110 19:00 119 72 07:15 38 127 19:15 108 70 07:30 64 134 19:30 108 53 07:45 65 216 147 518 734 19:45 109 444 67 262 706 08:00 59 122 20:00 91 56 08:15 59 117 20:15 105 53 08:30 78 114 20:30 89 37 08:45 105 301 113 466 767 20:45 85 370 42 188 558 09:00 76 113 21:00 74 42 09:15 65 107 21:15 57 43 09:30 70 87 21:30 59 42 09:45 76 287 98 405 692 21:45 49 239 28 155 394 10:00 61 98 22:00 61 36 10:15 85 98 22:15 36 25 10:30 79 106 22:30 40 23 10:45 79 304 112 414 718 22:45 25 162 14 98 260 11:00 78 81 23:00 19 19 11:15 73 77 23:15 27 23 11:30 73 95 23:30 16 13 11:45 84 308 77 330 638 23:45 16 78 10 65 143 Total Vol.1656 2647 4303 4686 3261 7947 NB SB EB WB Combined 6342 5908 12250 Split %38.5% 61.5%35.1%59.0% 41.0%64.9% Peak Hour 11:45 07:15 08:15 17:15 17:15 17:15 Volume 350 530 775 670 401 1071 P.H.F.0.93 0.90 0.89 0.93 0.94 0.93 DAY 2 AM PM Project# La Costa Ave. btwn. Cadencia St. & Romeria St. Wednesday, August 03, 2011 11-1093-021 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 15 11 12:00 0 0 99 96 00:15 0 0 12 7 12:15 0 0 93 101 00:30 0 0 11 7 12:30 0 0 91 92 00:45 0 0 0 0 11 48 4 28 76 12:45 0 0 0 0 91 373 89 377 749 01:00 0 0 5 6 13:00 0 0 80 76 01:15 0 0 4 3 13:15 0 0 105 86 01:30 0 0 6 5 13:30 0 0 84 78 01:45 0000 41831634 13:45 0 0 0 0 87 355 72 311 666 02:00 0 0 2 1 14:00 0 0 89 83 02:15 0 0 4 3 14:15 0 0 102 89 02:30 0 0 3 2 14:30 0 0 93 84 02:45 0 0 0 0 4 12 2 7 18 14:45 0 0 0 0 115 398 85 341 739 03:00 0 0 2 1 15:00 0 0 118 73 03:15 0 0 2 4 15:15 0 0 126 84 03:30 0 0 1 5 15:30 0 0 122 88 03:45 0000 0 541217 15:45 0 0 0 0 119 483 85 329 812 04:00 0 0 2 5 16:00 0 0 124 85 04:15 0 0 1 4 16:15 0 0 149 83 04:30 0 0 2 8 16:30 0 0 140 93 04:45 0 0 0 0 3 8 18 35 42 16:45 0 0 0 0 151 563 101 361 924 05:00 0 0 4 14 17:00 0 0 167 91 05:15 0 0 6 21 17:15 0 0 170 95 05:30 0 0 8 22 17:30 0 0 164 113 05:45 0 0 0 0 23 404096 135 17:45 0 0 0 0 183 683 104 401 1084 06:00 0 0 13 64 18:00 0 0 177 104 06:15 0 0 28 57 18:15 0 0 158 93 06:30 0 0 34 98 18:30 0 0 127 90 06:45 0 0 0 0 40 114 108 326 440 18:45 0 0 0 0 125 586 66 352 938 07:00 0 0 41 117 19:00 0 0 113 67 07:15 0 0 41 129 19:15 0 0 116 73 07:30 0 0 64 130 19:30 0 0 103 52 07:45 0 0 0 0 66 210 141 516 726 19:45 0 0 0 0 97 429 62 253 682 08:00 0 0 59 121 20:00 0 0 95 56 08:15 0 0 61 115 20:15 0 0 97 44 08:30 0 0 80 109 20:30 0 0 97 38 08:45 0 0 0 0 92 291 113 457 748 20:45 0 0 0 0 72 360 34 171 531 09:00 0 0 79 109 21:00 0 0 68 38 09:15 0 0 68 99 21:15 0 0 61 37 09:30 0 0 71 103 21:30 0 0 56 39 09:45 0 0 0 0 79 296 94 404 700 21:45 0 0 0 0 56 240 29 142 382 10:00 0 0 66 104 22:00 0 0 53 33 10:15 0 0 79 100 22:15 0 0 41 25 10:30 0 0 68 100 22:30 0 0 38 19 10:45 0 0 0 0 76 287 105 407 694 22:45 0 0 0 0 33 164 11 87 251 11:00 0 0 74 92 23:00 0 0 26 17 11:15 0 0 75 86 23:15 0 0 22 16 11:30 0 0 77 85 23:30 0 0 18 13 11:45 0 0 0 0 99 324 92 354 677 23:45 0 0 0 0 17 82 8 53 135 Total Vol.1651 2655 4306 4714 3176 7890 NB SB Combined 6365 5831 12196 Split %38.3% 61.7%35.3%59.7% 40.3%64.7% Peak Hour 11:45 07:15 11:45 17:15 17:15 17:15 Volume 380 520 760 693 414 1107 P.H.F.0.96 0.92 0.98 0.95 0.92 0.97 11-1093-021Project# La Costa Ave. btwn. Cadencia St. & Romeria St. Tuesday, August 02, 2011 Wednesday, August 03, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,02End Time Tue01:00 7102:00 3503:00 1804:00 1505:00 3606:00 13807:00 45608:00 71709:00 72910:00 70711:00 67012:00 71613:00 76714:00 64115:00 74616:00 76117:00 93018:00 112919:00 96120:00 65721:00 50422:00 36923:00 24224:00 126Total 12141* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Cadencia Street and Romeria StreetAugust 2, 2011La Costa Avenue Between Cadencia Street and Romeria Street7135181536138456717729707670716767641746761930112996165750436924212602505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,03End Time Wed01:00 8102:00 3203:00 1804:00 1905:00 4806:00 13207:00 42408:00 73409:00 76710:00 69211:00 71812:00 63813:00 73114:00 69115:00 73116:00 86217:00 91818:00 103919:00 91420:00 70621:00 55822:00 39423:00 26024:00 143Total 12250* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Cadencia Street and Romeria StreetAugust 3, 2011La Costa Avenue Between Cadencia Street and Romeria Street8132181948132424734767692718638731691731862918103991470655839426014302505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 22 Location: Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 25 26 12:00 172 216 00:15 18 23 12:15 231 185 00:30 17 21 12:30 229 193 00:45 17 77 15 85 162 12:45 199 831 199 793 1624 01:00 11 14 13:00 198 173 01:15 7 10 13:15 226 205 01:30 9 13 13:30 177 177 01:45 9 36 8 45 81 13:45 222 823 195 750 1573 02:00 6 11 14:00 188 196 02:15 4 7 14:15 237 176 02:30 5 5 14:30 213 193 02:45 8 23 5 28 51 14:45 186 824 213 778 1602 03:00 3 11 15:00 251 181 03:15 3 11 15:15 255 199 03:30 4 14 15:30 263 254 03:45 5151349 64 15:45 291 1060 211 845 1905 04:00 5 7 16:00 277 199 04:15 13 15 16:15 284 247 04:30 8 22 16:30 300 240 04:45 20 46 28 72 118 16:45 238 1099 263 949 2048 05:00 15 35 17:00 274 258 05:15 26 49 17:15 301 273 05:30 55 77 17:30 265 269 05:45 56 152 114 275 427 17:45 263 1103 232 1032 2135 06:00 65 106 18:00 239 205 06:15 56 176 18:15 238 189 06:30 83 253 18:30 201 224 06:45 97 301 253 788 1089 18:45 170 848 154 772 1620 07:00 134 257 19:00 174 137 07:15 140 325 19:15 187 141 07:30 155 328 19:30 149 126 07:45 242 671 303 1213 1884 19:45 117 627 108 512 1139 08:00 193 263 20:00 112 122 08:15 194 275 20:15 137 103 08:30 177 295 20:30 127 92 08:45 199 763 272 1105 1868 20:45 89 465 96 413 878 09:00 182 208 21:00 73 93 09:15 196 216 21:15 93 106 09:30 190 249 21:30 97 95 09:45 182 750 192 865 1615 21:45 81 344 75 369 713 10:00 163 180 22:00 71 106 10:15 161 191 22:15 66 58 10:30 162 218 22:30 62 53 10:45 202 688 194 783 1471 22:45 42 241 50 267 508 11:00 168 205 23:00 42 39 11:15 150 180 23:15 48 37 11:30 201 197 23:30 33 19 11:45 182 701 215 797 1498 23:45 41 164 21 116 280 Total Vol.4223 6105 10328 8429 7596 16025 NB SB EB WB Combined 12652 13701 26353 Split %40.9%59.1%39.2%52.6% 47.4%60.8% Peak Hour 11:45 07:15 07:30 15:45 16:45 16:30 Volume 814 1219 1953 1152 1063 2147 P.H.F.0.88 0.93 0.90 0.96 0.97 0.94 DAY 1 Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. PM Project#Tuesday, August 02, 2011 AM Daily Totals 11-1093-022 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 23 22 12:00 206 221 00:15 18 25 12:15 208 210 00:30 15 18 12:30 211 253 00:45 19 75 27 92 167 12:45 224 849 230 914 1763 01:00 12 13 13:00 224 204 01:15 9 7 13:15 228 218 01:30 2 7 13:30 215 210 01:45 9321340 72 13:45 215 882 239 871 1753 02:00 8 12 14:00 216 203 02:15 8 9 14:15 224 213 02:30 5 5 14:30 222 232 02:45 1 22 5 31 53 14:45 234 896 201 849 1745 03:00 3 7 15:00 249 199 03:15 1 11 15:15 274 225 03:30 6 8 15:30 244 236 03:45 7171642 59 15:45 291 1058 216 876 1934 04:00 7 17 16:00 272 197 04:15 4 23 16:15 285 265 04:30 7 23 16:30 292 283 04:45 20 38 26 89 127 16:45 290 1139 246 991 2130 05:00 14 36 17:00 267 301 05:15 19 55 17:15 296 280 05:30 55 68 17:30 260 279 05:45 58 146 108 267 413 17:45 286 1109 230 1090 2199 06:00 55 136 18:00 256 212 06:15 83 195 18:15 261 194 06:30 105 240 18:30 220 177 06:45 130 373 294 865 1238 18:45 188 925 175 758 1683 07:00 141 280 19:00 145 168 07:15 150 305 19:15 194 146 07:30 189 335 19:30 169 134 07:45 224 704 278 1198 1902 19:45 136 644 148 596 1240 08:00 172 293 20:00 116 129 08:15 203 291 20:15 159 131 08:30 185 299 20:30 124 130 08:45 224 784 309 1192 1976 20:45 123 522 100 490 1012 09:00 207 232 21:00 116 102 09:15 179 229 21:15 109 111 09:30 195 236 21:30 100 83 09:45 185 766 222 919 1685 21:45 77 402 90 386 788 10:00 195 192 22:00 93 76 10:15 198 206 22:15 79 68 10:30 187 219 22:30 44 43 10:45 187 767 202 819 1586 22:45 56 272 43 230 502 11:00 208 200 23:00 46 48 11:15 182 209 23:15 46 34 11:30 213 228 23:30 39 31 11:45 206 809 246 883 1692 23:45 32 163 26 139 302 Total Vol.4533 6437 10970 8861 8190 17051 NB SB EB WB Combined 13394 14627 28021 Split %41.3%58.7%39.1%52.0% 48.0%60.9% Peak Hour 11:30 06:45 07:30 16:30 16:30 16:30 Volume 833 1214 1985 1145 1110 2255P.H.F.0.98 0.91 0.95 0.97 0.92 0.98 11-1093-022 Daily Totals DAY 2 Project#Wednesday, August 03, 2011 Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. AM PM Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 24 24 0 0 12:00 189 219 0 0 00:15 18 24 0 0 12:15 220 198 0 0 00:30 16 20 0 0 12:30 220 223 0 0 00:45 18 76 21 89 0 0 0 0 165 12:45 212 840 215 854 0 0 0 0 1694 01:00 12 14 0 0 13:00 211 189 0 0 01:15 8 9 0 0 13:15 227 212 0 0 01:30 6 10 0 0 13:30 196 194 0 0 01:45 9341143 0 000 77 13:45 219 853 217 811 0 0 0 0 1663 02:00 7 12 0 0 14:00 202 200 0 0 02:15 6 8 0 0 14:15 231 195 0 0 02:30 5 5 0 0 14:30 218 213 0 0 02:45 5 23 5 30 0 0 0 0 52 14:45 210 860 207 814 0 0 0 0 1674 03:00 3 9 0 0 15:00 250 190 0 0 03:15 2 11 0 0 15:15 265 212 0 0 03:30 5 11 0 0 15:30 254 245 0 0 03:45 6161546 0 000 62 15:45 291 1059 214 861 0 0 0 0 1920 04:00 6 12 0 0 16:00 275 198 0 0 04:15 9 19 0 0 16:15 285 256 0 0 04:30 8 23 0 0 16:30 296 262 0 0 04:45 20 42 27 81 0 0 0 0 123 16:45 264 1119 255 970 0 0 0 0 2089 05:00 15 36 0 0 17:00 271 280 0 0 05:15 23 52 0 0 17:15 299 277 0 0 05:30 55 73 0 0 17:30 263 274 0 0 05:45 57 149 111 271 0 0 0 0 420 17:45 275 1106 231 1061 0 0 0 0 2167 06:00 60 121 0 0 18:00 248 209 0 0 06:15 70 186 0 0 18:15 250 192 0 0 06:30 94 247 0 0 18:30 211 201 0 0 06:45 114 337 274 827 0 0 0 0 1164 18:45 179 887 165 765 0 0 0 0 1652 07:00 138 269 0 0 19:00 160 153 0 0 07:15 145 315 0 0 19:15 191 144 0 0 07:30 172 332 0 0 19:30 159 130 0 0 07:45 233 688 291 1206 0 0 0 0 1893 19:45 127 636 128 554 0 0 0 0 1190 08:00 183 278 0 0 20:00 114 126 0 0 08:15 199 283 0 0 20:15 148 117 0 0 08:30 181 297 0 0 20:30 126 111 0 0 08:45 212 774 291 1149 0 0 0 0 1922 20:45 106 494 98 452 0 0 0 0 945 09:00 195 220 0 0 21:00 95 98 0 0 09:15 188 223 0 0 21:15 101 109 0 0 09:30 193 243 0 0 21:30 99 89 0 0 09:45 184 758 207 892 0 0 0 0 1650 21:45 79 373 83 378 0 0 0 0 751 10:00 179 186 0 0 22:00 82 91 0 0 10:15 180 199 0 0 22:15 73 63 0 0 10:30 175 219 0 0 22:30 53 48 0 0 10:45 195 728 198 801 0 0 0 0 1529 22:45 49 257 47 249 0 0 0 0 505 11:00 188 203 0 0 23:00 44 44 0 0 11:15 166 195 0 0 23:15 47 36 0 0 11:30 207 213 0 0 23:30 36 25 0 0 11:45 194 755 231 840 0 0 0 0 1595 23:45 37 164 24 128 0 0 0 0 291 Total Vol.4378 6271 10649 8645 7893 16538 NB SB Combined 13023 14164 27187 Split %41.1%58.9%39.2%52.3% 47.7%60.8% Peak Hour 11:45 07:15 07:30 15:45 16:45 16:30 Volume 823 1215 1969 1146 1085 2201P.H.F.0.93 0.92 0.94 0.97 0.97 0.96 11-1093-022Project# Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. Tuesday, August 02, 2011 Wednesday, August 03, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,02End Time Tue01:00 16202:00 8103:00 5104:00 6405:00 11806:00 42707:00 108908:00 188409:00 186810:00 161511:00 147112:00 149813:00 162414:00 157315:00 160216:00 190517:00 204818:00 213519:00 162020:00 113921:00 87822:00 71323:00 50824:00 280Total 26353* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadAugust 2, 2011Rancho Santa Fe Rd. Between La Costa Meadows Dr. and San Elijo Rd.16281516411842710891884186816151471149816241573160219052048213516201139878713508280025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,03End Time Wed01:00 16702:00 7203:00 5304:00 5905:00 12706:00 41307:00 123808:00 190209:00 197610:00 168511:00 158612:00 169213:00 176314:00 175315:00 174516:00 193417:00 213018:00 219919:00 168320:00 124021:00 101222:00 78823:00 50224:00 302Total 28021* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadAugust 3, 2011Rancho Santa Fe Rd. Between La Costa Meadows Dr. and San Elijo Rd.167725359127413123819021976168515861692176317531745193421302199168312401012788502302025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 23 Location: Rancho Santa Fe Road Between Avenida Soledad and Camino Junipero Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 41 39 12:00 246 255 00:15 28 24 12:15 253 240 00:30 21 21 12:30 273 249 00:45 24 114 21 105 219 12:45 259 1031 244 988 2019 01:00 18 14 13:00 271 217 01:15 10 11 13:15 271 256 01:30 8 13 13:30 261 231 01:45 8 44 8 46 90 13:45 269 1072 257 961 2033 02:00 9 12 14:00 238 271 02:15 7 9 14:15 311 237 02:30 5 7 14:30 276 272 02:45 9 30 5 33 63 14:45 276 1101 295 1075 2176 03:00 4 8 15:00 337 224 03:15 6 13 15:15 349 255 03:30 8 17 15:30 371 297 03:45 5231755 78 15:45 374 1431 293 1069 2500 04:00 7 14 16:00 394 280 04:15 14 23 16:15 425 278 04:30 6 26 16:30 434 318 04:45 15 42 54 117 159 16:45 402 1655 356 1232 2887 05:00 19 48 17:00 426 323 05:15 36 82 17:15 466 335 05:30 73 107 17:30 434 335 05:45 65 193 178 415 608 17:45 411 1737 309 1302 3039 06:00 69 203 18:00 428 255 06:15 80 269 18:15 398 261 06:30 128 382 18:30 323 283 06:45 160 437 378 1232 1669 18:45 282 1431 230 1029 2460 07:00 147 452 19:00 266 187 07:15 178 478 19:15 302 159 07:30 201 511 19:30 234 162 07:45 260 786 486 1927 2713 19:45 201 1003 147 655 1658 08:00 245 441 20:00 202 141 08:15 227 476 20:15 196 114 08:30 223 467 20:30 209 103 08:45 236 931 449 1833 2764 20:45 156 763 102 460 1223 09:00 210 332 21:00 155 125 09:15 236 302 21:15 136 111 09:30 225 358 21:30 148 105 09:45 222 893 289 1281 2174 21:45 129 568 102 443 1011 10:00 221 283 22:00 128 109 10:15 201 282 22:15 106 72 10:30 201 285 22:30 83 50 10:45 215 838 272 1122 1960 22:45 78 395 56 287 682 11:00 213 264 23:00 61 54 11:15 198 251 23:15 73 38 11:30 222 264 23:30 52 32 11:45 225 858 305 1084 1942 23:45 62 248 28 152 400 Total Vol.5189 9250 14439 12435 9653 22088 NB SB EB WB Combined 17624 18903 36527 Split %35.9%64.1%39.5%56.3% 43.7%60.5% Peak Hour 11:45 07:00 07:30 17:15 16:45 16:45 Volume 997 1927 2847 1739 1349 3077 P.H.F.0.91 0.94 0.95 0.93 0.95 0.96 PM Project#Tuesday, August 02, 2011 AM Daily Totals 11-1093-023 DAY 1 Rancho Santa Fe Rd. btwn. Avenida Soledad & Camino Junipero Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 38 23 12:00 240 272 00:15 37 26 12:15 272 270 00:30 22 20 12:30 245 295 00:45 23 120 21 90 210 12:45 264 1021 263 1100 2121 01:00 19 12 13:00 240 247 01:15 17 5 13:15 258 276 01:30 5 13 13:30 237 266 01:45 12 53 11 41 94 13:45 262 997 246 1035 2032 02:00 7 14 14:00 255 226 02:15 11 5 14:15 278 274 02:30 7 12 14:30 270 305 02:45 4 29 7 38 67 14:45 317 1120 251 1056 2176 03:00 5 5 15:00 345 237 03:15 2 14 15:15 363 292 03:30 11 20 15:30 389 272 03:45 7251958 83 15:45 386 1483 305 1106 2589 04:00 8 20 16:00 394 259 04:15 4 29 16:15 393 299 04:30 8 47 16:30 420 347 04:45 19 39 52 148 187 16:45 408 1615 296 1201 2816 05:00 15 51 17:00 379 357 05:15 24 76 17:15 413 341 05:30 61 111 17:30 419 289 05:45 63 163 165 403 566 17:45 418 1629 325 1312 2941 06:00 62 197 18:00 421 265 06:15 97 281 18:15 383 261 06:30 140 336 18:30 328 198 06:45 157 456 427 1241 1697 18:45 289 1421 226 950 2371 07:00 156 403 19:00 227 193 07:15 184 475 19:15 297 185 07:30 213 497 19:30 279 126 07:45 229 782 479 1854 2636 19:45 216 1019 181 685 1704 08:00 209 462 20:00 212 139 08:15 232 508 20:15 212 137 08:30 239 425 20:30 202 123 08:45 260 940 442 1837 2777 20:45 190 816 109 508 1324 09:00 236 372 21:00 167 120 09:15 201 347 21:15 165 123 09:30 223 328 21:30 163 89 09:45 215 875 299 1346 2221 21:45 115 610 107 439 1049 10:00 211 254 22:00 141 101 10:15 221 284 22:15 121 90 10:30 220 297 22:30 80 53 10:45 206 858 286 1121 1979 22:45 86 428 45 289 717 11:00 222 242 23:00 83 60 11:15 209 264 23:15 79 46 11:30 232 262 23:30 53 31 11:45 233 896 278 1046 1942 23:45 45 260 33 170 430 Total Vol.5236 9223 14459 12419 9851 22270 NB SB EB WB Combined 17655 19074 36729 Split %36.2%63.8%39.4%55.8% 44.2%60.6% Peak Hour 11:45 07:30 07:30 17:15 16:30 16:30 Volume 990 1946 2829 1671 1341 2961 P.H.F.0.91 0.96 0.96 0.99 0.94 0.97 AM PM Project#Wednesday, August 03, 2011 Rancho Santa Fe Rd. btwn. Avenida Soledad & Camino Junipero 11-1093-023 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 40 31 0 0 12:00 243 264 0 0 00:15 33 25 0 0 12:15 263 255 0 0 00:30 22 21 0 0 12:30 259 272 0 0 00:45 24 117 21 98 0 0 0 0 215 12:45 262 1026 254 1044 0 0 0 0 2070 01:00 19 13 0 0 13:00 256 232 0 0 01:15 14 8 0 0 13:15 265 266 0 0 01:30 7 13 0 0 13:30 249 249 0 0 01:45 10 49 10 44 0 0 0 0 92 13:45 266 1035 252 998 0 0 0 0 2033 02:00 8 13 0 0 14:00 247 249 0 0 02:15 9 7 0 0 14:15 295 256 0 0 02:30 6 10 0 0 14:30 273 289 0 0 02:45 7 30 6 36 0 0 0 0 65 14:45 297 1111 273 1066 0 0 0 0 2176 03:00 5 7 0 0 15:00 341 231 0 0 03:15 4 14 0 0 15:15 356 274 0 0 03:30 10 19 0 0 15:30 380 285 0 0 03:45 6241857 0 000 81 15:45 380 1457 299 1088 0 0 0 0 2545 04:00 8 17 0 0 16:00 394 270 0 0 04:15 9 26 0 0 16:15 409 289 0 0 04:30 7 37 0 0 16:30 427 333 0 0 04:45 17 41 53 133 0 0 0 0 173 16:45 405 1635 326 1217 0 0 0 0 2852 05:00 17 50 0 0 17:00 403 340 0 0 05:15 30 79 0 0 17:15 440 338 0 0 05:30 67 109 0 0 17:30 427 312 0 0 05:45 64 178 172 409 0 0 0 0 587 17:45 415 1683 317 1307 0 0 0 0 2990 06:00 66 200 0 0 18:00 425 260 0 0 06:15 89 275 0 0 18:15 391 261 0 0 06:30 134 359 0 0 18:30 326 241 0 0 06:45 159 447 403 1237 0 0 0 0 1683 18:45 286 1426 228 990 0 0 0 0 2416 07:00 152 428 0 0 19:00 247 190 0 0 07:15 181 477 0 0 19:15 300 172 0 0 07:30 207 504 0 0 19:30 257 144 0 0 07:45 245 784 483 1891 0 0 0 0 2675 19:45 209 1011 164 670 0 0 0 0 1681 08:00 227 452 0 0 20:00 207 140 0 0 08:15 230 492 0 0 20:15 204 126 0 0 08:30 231 446 0 0 20:30 206 113 0 0 08:45 248 936 446 1835 0 0 0 0 2771 20:45 173 790 106 484 0 0 0 0 1274 09:00 223 352 0 0 21:00 161 123 0 0 09:15 219 325 0 0 21:15 151 117 0 0 09:30 224 343 0 0 21:30 156 97 0 0 09:45 219 884 294 1314 0 0 0 0 2198 21:45 122 589 105 441 0 0 0 0 1030 10:00 216 269 0 0 22:00 135 105 0 0 10:15 211 283 0 0 22:15 114 81 0 0 10:30 211 291 0 0 22:30 82 52 0 0 10:45 211 848 279 1122 0 0 0 0 1970 22:45 82 412 51 288 0 0 0 0 700 11:00 218 253 0 0 23:00 72 57 0 0 11:15 204 258 0 0 23:15 76 42 0 0 11:30 227 263 0 0 23:30 53 32 0 0 11:45 229 877 292 1065 0 0 0 0 1942 23:45 54 254 31 161 0 0 0 0 415 Total Vol.5213 9237 14449 12427 9752 22179 NB SB Combined 17640 18989 36628 Split %36.1%63.9%39.4%56.0% 44.0%60.6% Peak Hour 11:45 07:30 07:30 17:15 16:30 16:30 Volume 994 1930 2838 1705 1337 3011 P.H.F.0.95 0.96 0.98 0.97 0.98 0.97 Daily Totals 2-DAY AVERAGE AM PM 11-1093-023Project# Rancho Santa Fe Rd. btwn. Avenida Soledad & Camino Junipero Tuesday, August 02, 2011 Wednesday, August 03, 2011 Tuesday,02End Time Tue01:00 21902:00 9003:00 6304:00 7805:00 15906:00 60807:00 166908:00 271309:00 276410:00 217411:00 196012:00 194213:00 201914:00 203315:00 217616:00 250017:00 288718:00 303919:00 246020:00 165821:00 122322:00 101123:00 68224:00 400Total 36527* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween Avenida Soledad and Camino JuniperoAugust 2, 2011Rancho Santa Fe Road Between Avenida Soledad andCamino Junipero219906378159608166927132764217419601942201920332176250028873039246016581223101168240002505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,03End Time Wed01:00 21002:00 9403:00 6704:00 8305:00 18706:00 56607:00 169708:00 263609:00 277710:00 222111:00 197912:00 194213:00 212114:00 203215:00 217616:00 258917:00 281618:00 294119:00 237120:00 170421:00 132422:00 104923:00 71724:00 430Total 36729* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween Avenida Soledad and Camino JuniperoAugust 3, 2011Rancho Santa Fe Road Between Avenida Soledad andCamino Junipero210946783187566169726362777222119791942212120322176258928162941237117041324104971743002505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 24 Location: Rancho Santa Fe Road Between Avenida La Cima and Calle Acervo/Avenida La Posta Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 14 15 12:00 115 98 00:15 6 6 12:15 107 120 00:30 4 14 12:30 109 109 00:45 7 31 7 42 73 12:45 91 422 102 429 851 01:00 8 8 13:00 96 107 01:15 3 6 13:15 87 120 01:30 2 4 13:30 120 114 01:45 1 14 2 20 34 13:45 104 407 133 474 881 02:00 1 7 14:00 123 116 02:15 4 3 14:15 108 118 02:30 2 0 14:30 138 127 02:45 3 10 1 11 21 14:45 114 483 152 513 996 03:00 1 4 15:00 159 107 03:15 0 2 15:15 172 112 03:30 2 1 15:30 170 146 03:45 14 310 14 15:45 155 656 129 494 1150 04:00 0 1 16:00 169 154 04:15 3 3 16:15 159 126 04:30 1 4 16:30 165 138 04:45 37 311 18 16:45 150 643 162 580 1223 05:00 4 4 17:00 183 162 05:15 10 16 17:15 163 144 05:30 18 27 17:30 151 157 05:45 17 49 28 75 124 17:45 143 640 156 619 1259 06:00 19 46 18:00 120 100 06:15 37 59 18:15 106 123 06:30 40 115 18:30 99 104 06:45 55 151 131 351 502 18:45 105 430 87 414 844 07:00 58 138 19:00 78 90 07:15 62 123 19:15 92 91 07:30 108 157 19:30 66 78 07:45 81 309 160 578 887 19:45 60 296 82 341 637 08:00 92 134 20:00 54 65 08:15 110 142 20:15 34 77 08:30 129 148 20:30 47 71 08:45 113 444 167 591 1035 20:45 39 174 71 284 458 09:00 103 133 21:00 32 63 09:15 108 116 21:15 38 59 09:30 92 123 21:30 31 42 09:45 127 430 128 500 930 21:45 19 120 55 219 339 10:00 103 105 22:00 32 48 10:15 99 99 22:15 16 48 10:30 104 105 22:30 31 28 10:45 110 416 106 415 831 22:45 22 101 29 153 254 11:00 100 105 23:00 18 16 11:15 109 95 23:15 18 22 11:30 101 104 23:30 13 14 11:45 131 441 121 425 866 23:45 12 61 10 62 123 Total Vol.2306 3029 5335 4433 4582 9015 NB SB EB WB Combined 6739 7611 14350 Split %43.2%56.8%37.2%49.2% 50.8%62.8% Peak Hour 11:45 07:30 08:15 15:15 16:45 16:45 Volume 462 593 1045 666 625 1272 P.H.F.0.88 0.93 0.93 0.97 0.96 0.92 DAY 1 Rancho Santa Fe Rd. btwn. Avenida La Cima & Calle Acervo - Avenida La Posta PM Project#Tuesday, August 02, 2011 AM Daily Totals 11-1093-024 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 13 12:00 92 119 00:15 5 9 12:15 125 126 00:30 5 8 12:30 131 129 00:45 8261141 67 12:45 103 451 128 502 953 01:00 6 8 13:00 103 128 01:15 1 3 13:15 108 129 01:30 4 4 13:30 119 110 01:45 5 16 1 16 32 13:45 116 446 124 491 937 02:00 2 2 14:00 104 134 02:15 2 0 14:15 122 113 02:30 0 0 14:30 128 131 02:45 04 35 9 14:45 131 485 123 501 986 03:00 2 0 15:00 169 110 03:15 2 3 15:15 168 127 03:30 0 3 15:30 151 120 03:45 15 28 13 15:45 177 665 126 483 1148 04:00 4 0 16:00 172 126 04:15 1 2 16:15 158 116 04:30 2 9 16:30 176 178 04:45 5 12 6 17 29 16:45 168 674 158 578 1252 05:00 0 5 17:00 152 138 05:15 9 15 17:15 166 159 05:30 17 16 17:30 152 152 05:45 24 50 33 69 119 17:45 138 608 129 578 1186 06:00 22 49 18:00 165 120 06:15 38 67 18:15 129 131 06:30 37 101 18:30 113 116 06:45 52 149 131 348 497 18:45 109 516 93 460 976 07:00 62 126 19:00 88 103 07:15 80 107 19:15 103 75 07:30 82 145 19:30 86 88 07:45 107 331 141 519 850 19:45 63 340 92 358 698 08:00 86 132 20:00 60 104 08:15 92 165 20:15 66 58 08:30 116 154 20:30 53 73 08:45 106 400 153 604 1004 20:45 42 221 85 320 541 09:00 109 149 21:00 38 64 09:15 107 122 21:15 39 71 09:30 100 112 21:30 33 48 09:45 98 414 117 500 914 21:45 47 157 58 241 398 10:00 105 119 22:00 34 41 10:15 112 107 22:15 26 32 10:30 105 98 22:30 31 29 10:45 106 428 111 435 863 22:45 15 106 21 123 229 11:00 111 92 23:00 17 17 11:15 113 111 23:15 25 30 11:30 135 126 23:30 22 18 11:45 120 479 138 467 946 23:45 11 75 11 76 151 Total Vol.2314 3029 5343 4744 4711 9455 NB SB EB WB Combined 7058 7740 14798 Split %43.3%56.7%36.1%50.2% 49.8%63.9% Peak Hour 11:00 08:15 08:15 15:45 16:30 16:30 Volume 479 621 1044 683 633 1295 P.H.F.0.89 0.94 0.97 0.96 0.89 0.91 11-1093-024 Daily Totals DAY 2 Project#Wednesday, August 03, 2011 Rancho Santa Fe Rd. btwn. Avenida La Cima & Calle Acervo - Avenida La Posta AM PM Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 11 14 0 0 12:00 104 109 0 0 00:15 6 8 0 0 12:15 116 123 0 0 00:30 5 11 0 0 12:30 120 119 0 0 00:45 8 29 9 42 0 0 0 0 70 12:45 97 437 115 466 0 0 0 0 902 01:00 7 8 0 0 13:00 100 118 0 0 01:15 2 5 0 0 13:15 98 125 0 0 01:30 3 4 0 0 13:30 120 112 0 0 01:45 3 15 2 18 0 0 0 0 33 13:45 110 427 129 483 0 0 0 0 909 02:00 2 5 0 0 14:00 114 125 0 0 02:15 3 2 0 0 14:15 115 116 0 0 02:30 1 0 0 0 14:30 133 129 0 0 02:45 2728 0 000 15 14:45 123 484 138 507 0 0 0 0 991 03:00 2 2 0 0 15:00 164 109 0 0 03:15 1 3 0 0 15:15 170 120 0 0 03:30 1 2 0 0 15:30 161 133 0 0 03:45 1539 0 000 14 15:45 166 661 128 489 0 0 0 0 1149 04:00 2 1 0 0 16:00 171 140 0 0 04:15 2 3 0 0 16:15 159 121 0 0 04:30 2 7 0 0 16:30 171 158 0 0 04:45 4 10 5 14 0 0 0 0 24 16:45 159 659 160 579 0 0 0 0 1238 05:00 2 5 0 0 17:00 168 150 0 0 05:15 10 16 0 0 17:15 165 152 0 0 05:30 18 22 0 0 17:30 152 155 0 0 05:45 21 50 31 72 0 0 0 0 122 17:45 141 624 143 599 0 0 0 0 1223 06:00 21 48 0 0 18:00 143 110 0 0 06:15 38 63 0 0 18:15 118 127 0 0 06:30 39 108 0 0 18:30 106 110 0 0 06:45 54 150 131 350 0 0 0 0 500 18:45 107 473 90 437 0 0 0 0 910 07:00 60 132 0 0 19:00 83 97 0 0 07:15 71 115 0 0 19:15 98 83 0 0 07:30 95 151 0 0 19:30 76 83 0 0 07:45 94 320 151 549 0 0 0 0 869 19:45 62 318 87 350 0 0 0 0 668 08:00 89 133 0 0 20:00 57 85 0 0 08:15 101 154 0 0 20:15 50 68 0 0 08:30 123 151 0 0 20:30 50 72 0 0 08:45 110 422 160 598 0 0 0 0 1020 20:45 41 198 78 302 0 0 0 0 500 09:00 106 141 0 0 21:00 35 64 0 0 09:15 108 119 0 0 21:15 39 65 0 0 09:30 96 118 0 0 21:30 32 45 0 0 09:45 113 422 123 500 0 0 0 0 922 21:45 33 139 57 230 0 0 0 0 369 10:00 104 112 0 0 22:00 33 45 0 0 10:15 106 103 0 0 22:15 21 40 0 0 10:30 105 102 0 0 22:30 31 29 0 0 10:45 108 422 109 425 0 0 0 0 847 22:45 19 104 25 138 0 0 0 0 242 11:00 106 99 0 0 23:00 18 17 0 0 11:15 111 103 0 0 23:15 22 26 0 0 11:30 118 115 0 0 23:30 18 16 0 0 11:45 126 460 130 446 0 0 0 0 906 23:45 12 68 11 69 0 0 0 0 137 Total Vol.2310 3029 5339 4589 4647 9235 NB SB Combined 6899 7676 14574 Split %43.3%56.7%36.6%49.7% 50.3%63.4% Peak Hour 11:45 08:15 08:15 15:15 16:30 16:30 Volume 465 606 1045 667 620 1281 P.H.F.0.93 0.95 0.95 0.98 0.97 0.97 11-1093-024Project#Tuesday, August 02, 2011 Wednesday, August 03, 2011 Rancho Santa Fe Rd. btwn. Avenida La Cima & Calle Acervo - Avenida La Posta AM PM Daily Totals 2-DAY AVERAGE Tuesday,02End Time Tue01:00 7302:00 3403:00 2104:00 1405:00 1806:00 12407:00 50208:00 88709:00 103510:00 93011:00 83112:00 86613:00 85114:00 88115:00 99616:00 115017:00 122318:00 125919:00 84420:00 63721:00 45822:00 33923:00 25424:00 123Total 14350* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadAugust 2, 2011Between Avenida La Cima and Calle Acervo/Avenida La PostaRancho Santa Fe Road Between Avenida La Cimaand Calle Acervo/Avenida La Posta733421141812450288710359308318668518819961150122312598446374583392541230250500750100012501500175001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,03End Time Wed01:00 6702:00 3203:00 904:00 1305:00 2906:00 11907:00 49708:00 85009:00 100410:00 91411:00 86312:00 94613:00 95314:00 93715:00 98616:00 114817:00 125218:00 118619:00 97620:00 69821:00 54122:00 39823:00 22924:00 151Total 14798* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadAugust 3, 2011Between Avenida La Cima and Calle Acervo/Avenida La PostaRancho Santa Fe Road Between Avenida La Cimaand Calle Acervo/Avenida La Posta67329132911949785010049148639469539379861148125211869766985413982291510250500750100012501500175001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 25 Location: Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 2 8 12:00 41 64 00:15 3 7 12:15 45 43 00:30 0 2 12:30 53 47 00:45 49 219 28 12:45 49 188 57 211 399 01:00 3 3 13:00 55 55 01:15 3 7 13:15 47 49 01:30 3 0 13:30 49 47 01:45 1 10 4 14 24 13:45 58 209 57 208 417 02:00 2 1 14:00 50 44 02:15 2 3 14:15 36 52 02:30 0 2 14:30 51 49 02:45 04 17 11 14:45 43 180 51 196 376 03:00 1 1 15:00 48 41 03:15 1 2 15:15 56 41 03:30 0 0 15:30 45 49 03:45 24 03 7 15:45 56 205 40 171 376 04:00 2 1 16:00 43 67 04:15 5 0 16:15 54 54 04:30 4 2 16:30 57 64 04:45 920 1 4 24 16:45 63 217 59 244 461 05:00 8 0 17:00 46 87 05:15 1 2 17:15 60 65 05:30 9 1 17:30 62 76 05:45 15 33 4 7 40 17:45 49 217 67 295 512 06:00 10 5 18:00 39 72 06:15 21 3 18:15 45 54 06:30 28 8 18:30 36 59 06:45 26 85 7 23 108 18:45 45 165 66 251 416 07:00 38 10 19:00 44 59 07:15 28 21 19:15 36 42 07:30 47 32 19:30 36 37 07:45 42 155 32 95 250 19:45 30 146 39 177 323 08:00 47 33 20:00 35 42 08:15 40 36 20:15 30 29 08:30 61 36 20:30 20 45 08:45 70 218 32 137 355 20:45 12 97 33 149 246 09:00 35 29 21:00 28 33 09:15 58 32 21:15 10 27 09:30 47 41 21:30 20 23 09:45 38 178 38 140 318 21:45 11 69 17 100 169 10:00 51 38 22:00 6 21 10:15 55 41 22:15 5 11 10:30 50 46 22:30 5 9 10:45 60 216 51 176 392 22:45 12 28 11 52 80 11:00 47 49 23:00 7 12 11:15 50 59 23:15 2 6 11:30 52 44 23:30 4 5 11:45 49 198 52 204 402 23:45 0 13 5 28 41 Total Vol.1130 829 1959 1734 2082 3816 NB SB EB WB Combined 2864 2911 5775 Split %57.7% 42.3%33.9%45.4% 54.6%66.1% Peak Hour 08:30 11:15 10:30 16:45 17:00 16:45 Volume 224 219 412 231 295 518 P.H.F.0.80 0.86 0.93 0.92 0.85 0.94 Carlsbad Village Dr. btwn. Victoria Ave. & Pontiac Dr. DAY 1 PM Project#Wednesday, July 20, 2011 AM Daily Totals 11-1093-025 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 3 4 12:00 61 59 00:15 3 3 12:15 55 61 00:30 0 2 12:30 60 52 00:45 39 514 23 12:45 64 240 36 208 448 01:00 3 5 13:00 63 60 01:15 4 1 13:15 48 53 01:30 1 2 13:30 49 55 01:45 08 311 19 13:45 57 217 53 221 438 02:00 2 1 14:00 59 47 02:15 1 1 14:15 43 58 02:30 0 1 14:30 59 47 02:45 14 25 9 14:45 60 221 46 198 419 03:00 0 1 15:00 51 51 03:15 0 1 15:15 57 73 03:30 0 0 15:30 62 51 03:45 00 02 2 15:45 63 233 69 244 477 04:00 2 0 16:00 61 46 04:15 2 0 16:15 66 68 04:30 5 1 16:30 63 73 04:45 413 0 1 14 16:45 81 271 81 268 539 05:00 5 0 17:00 42 49 05:15 3 4 17:15 53 66 05:30 6 1 17:30 58 78 05:45 21 35 1 6 41 17:45 65 218 54 247 465 06:00 17 5 18:00 56 63 06:15 14 4 18:15 48 58 06:30 21 5 18:30 39 58 06:45 30 82 16 30 112 18:45 49 192 52 231 423 07:00 26 21 19:00 41 35 07:15 30 40 19:15 35 39 07:30 52 30 19:30 28 48 07:45 40 148 42 133 281 19:45 32 136 40 162 298 08:00 62 38 20:00 29 35 08:15 55 38 20:15 29 41 08:30 59 39 20:30 19 22 08:45 67 243 36 151 394 20:45 22 99 20 118 217 09:00 49 49 21:00 18 33 09:15 46 44 21:15 21 25 09:30 46 47 21:30 18 25 09:45 62 203 35 175 378 21:45 13 70 24 107 177 10:00 56 35 22:00 14 16 10:15 50 42 22:15 9 15 10:30 52 53 22:30 10 14 10:45 49 207 55 185 392 22:45 9 42 14 59 101 11:00 69 49 23:00 5 9 11:15 63 58 23:15 3 10 11:30 50 60 23:30 3 2 11:45 73 255 49 216 471 23:45 1 12 5 26 38 Total Vol.1207 929 2136 1951 2089 4040 NB SB EB WB Combined 3158 3018 6176 Split %56.5% 43.5%34.6%48.3% 51.7%65.4% Peak Hour 11:00 11:30 11:15 16:00 16:45 16:00 Volume 255 229 473 271 274 539 P.H.F.0.87 0.94 0.97 0.84 0.85 0.83 DAY 2 AM PM Project# Carlsbad Village Dr. btwn. Victoria Ave. & Pontiac Dr. Thursday, July 21, 2011 11-1093-025 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 3 6 12:00 0 0 51 62 00:15 0 0 3 5 12:15 0 0 50 52 00:30 0 0 0 2 12:30 0 0 57 50 00:45 0000 4 941726 12:45 0 0 0 0 57 214 47 210 424 01:00 0 0 3 4 13:00 0 0 59 58 01:15 0 0 4 4 13:15 0 0 48 51 01:30 0 0 2 1 13:30 0 0 49 51 01:45 0000 1 941322 13:45 0 0 0 0 58 213 55 215 428 02:00 0 0 2 1 14:00 0 0 55 46 02:15 0 0 2 2 14:15 0 0 40 55 02:30 0 0 0 2 14:30 0 0 55 48 02:45 0000 1 426 10 14:45 0 0 0 0 52 201 49 197 398 03:00 0 0 1 1 15:00 0 0 50 46 03:15 0 0 1 2 15:15 0 0 57 57 03:30 0 0 0 0 15:30 0 0 54 50 03:45 0000 1 203 5 15:45 0 0 0 0 60 219 55 208 427 04:00 0 0 2 1 16:00 0 0 52 57 04:15 0 0 4 0 16:15 0 0 60 61 04:30 0 0 5 2 16:30 0 0 60 69 04:45 0 0 0 0 7 17 1 3 19 16:45 0 0 0 0 72 244 70 256 500 05:00 0 0 7 0 17:00 0 0 44 68 05:15 0 0 2 3 17:15 0 0 57 66 05:30 0 0 8 1 17:30 0 0 60 77 05:45 0000183437 41 17:45 0 0 0 0 57 218 61 271 489 06:00 0 0 14 5 18:00 0 0 48 68 06:15 0 0 18 4 18:15 0 0 47 56 06:30 0 0 25 7 18:30 0 0 38 59 06:45 0 0 0 0 28 841227 110 18:45 0 0 0 0 47 179 59 241 420 07:00 0 0 32 16 19:00 0 0 43 47 07:15 0 0 29 31 19:15 0 0 36 41 07:30 0 0 50 31 19:30 0 0 32 43 07:45 0 0 0 0 41 152 37 114 266 19:45 0 0 0 0 31 141 40 170 311 08:00 0 0 55 36 20:00 0 0 32 39 08:15 0 0 48 37 20:15 0 0 30 35 08:30 0 0 60 38 20:30 0 0 20 34 08:45 0 0 0 0 69 231 34 144 375 20:45 0 0 0 0 17 98 27 134 232 09:00 0 0 42 39 21:00 0 0 23 33 09:15 0 0 52 38 21:15 0 0 16 26 09:30 0 0 47 44 21:30 0 0 19 24 09:45 0 0 0 0 50 191 37 158 348 21:45 0 0 0 0 12 70 21 104 173 10:00 0 0 54 37 22:00 0 0 10 19 10:15 0 0 53 42 22:15 0 0 7 13 10:30 0 0 51 50 22:30 0 0 8 12 10:45 0 0 0 0 55 212 53 181 392 22:45 0 0 0 0 11 35 13 56 91 11:00 0 0 58 49 23:00 0 0 6 11 11:15 0 0 57 59 23:15 0 0 3 8 11:30 0 0 51 52 23:30 0 0 4 4 11:45 0 0 0 0 61 227 51 210 437 23:45 0000113527 40 Total Vol.1169 879 2048 1843 2086 3928 NB SB Combined 3011 2965 5976 Split %57.1% 42.9%34.3%46.9% 53.1%65.7% Peak Hour 08:00 11:15 11:15 16:00 16:45 16:45 Volume 231 223 442 244 281 513 P.H.F.0.84 0.90 0.96 0.85 0.91 0.90 11-1093-025 Project# Carlsbad Village Dr. btwn. Victoria Ave. & Pontiac Dr. Wednesday, July 20, 2011 Thursday, July 21, 2011 AM PM Daily Totals 2-DAY AVERAGE Wednesday,20End Time Wed01:00 2802:00 2403:00 1104:00 705:00 2406:00 4007:00 10808:00 25009:00 35510:00 31811:00 39212:00 40213:00 39914:00 41715:00 37616:00 37617:00 46118:00 51219:00 41620:00 32321:00 24622:00 16923:00 8024:00 41Total 5775* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad Village DriveBetween Victoria Avenue and Pontiac DriveJuly 20, 2011282411724401082503553183924023994173763764615124163232461698041025050075001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00# of VehiclesTimeCarlsbad Village Drive Between Victoria Avenue and Pontiac Drive Thursday,21End Time Thu01:00 2302:00 1903:00 904:00 205:00 1406:00 4107:00 11208:00 28109:00 39410:00 37811:00 39212:00 47113:00 44814:00 43815:00 41916:00 47717:00 53918:00 46519:00 42320:00 29821:00 21722:00 17723:00 10124:00 38Total 6176* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad Village DriveBetween Victoria Avenue and Pontiac DriveJuly 21, 2011231992144111228139437839247144843841947753946542329821717710138025050075001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK LINK COUNT SUMMARY Number: 26 Location: Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 16 9 12:00 186 215 00:15 19 8 12:15 170 221 00:30 17 9 12:30 171 208 00:45 17 69 11 37 106 12:45 198 725 192 836 1561 01:00 13 8 13:00 197 187 01:15 9 3 13:15 204 184 01:30 10 3 13:30 181 193 01:45 10 42 1 15 57 13:45 182 764 191 755 1519 02:00 7 2 14:00 188 187 02:15 7 3 14:15 204 161 02:30 3 0 14:30 193 211 02:45 421 3 8 29 14:45 169 754 166 725 1479 03:00 2 3 15:00 215 203 03:15 5 2 15:15 196 198 03:30 1 5 15:30 215 202 03:45 4 12 9 19 31 15:45 225 851 204 807 1658 04:00 3 11 16:00 212 208 04:15 8 9 16:15 221 216 04:30 10 13 16:30 222 226 04:45 10 31 26 59 90 16:45 257 912 220 870 1782 05:00 13 29 17:00 248 257 05:15 25 60 17:15 302 307 05:30 33 58 17:30 263 265 05:45 52 123 72 219 342 17:45 273 1086 238 1067 2153 06:00 41 108 18:00 246 211 06:15 47 109 18:15 227 217 06:30 56 129 18:30 230 176 06:45 93 237 177 523 760 18:45 187 890 195 799 1689 07:00 103 196 19:00 193 169 07:15 142 220 19:15 179 115 07:30 195 211 19:30 168 127 07:45 254 694 223 850 1544 19:45 140 680 98 509 1189 08:00 204 202 20:00 142 94 08:15 233 224 20:15 168 91 08:30 211 228 20:30 144 93 08:45 229 877 215 869 1746 20:45 123 577 65 343 920 09:00 183 219 21:00 109 72 09:15 172 207 21:15 104 50 09:30 154 175 21:30 95 57 09:45 164 673 175 776 1449 21:45 103 411 34 213 624 10:00 128 161 22:00 80 43 10:15 140 158 22:15 81 31 10:30 119 168 22:30 73 32 10:45 143 530 169 656 1186 22:45 67 301 29 135 436 11:00 124 178 23:00 37 24 11:15 147 213 23:15 46 15 11:30 186 194 23:30 43 21 11:45 197 654 192 777 1431 23:45 33 159 15 75 234 Total Vol.3963 4808 8771 8110 7134 15244 NB SB EB WB Combined 12073 11942 24015 Split %45.2% 54.8%36.5%53.2% 46.8%63.5% Peak Hour 07:45 08:15 07:45 17:00 17:00 17:00 Volume 902 886 1779 1086 1067 2153 P.H.F.0.89 0.97 0.93 0.90 0.87 0.88 PM Project#Tuesday, August 09, 2011 AM Daily Totals 11-1093-026 Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Dr. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 34 16 12:00 160 217 00:15 31 12 12:15 189 209 00:30 21 4 12:30 199 181 00:45 17 103 12 44 147 12:45 192 740 173 780 1520 01:00 15 9 13:00 178 172 01:15 7 6 13:15 196 190 01:30 1 4 13:30 195 186 01:45 7 30 4 23 53 13:45 197 766 178 726 1492 02:00 7 1 14:00 184 177 02:15 5 4 14:15 186 183 02:30 9 1 14:30 188 182 02:45 324 2 8 32 14:45 180 738 181 723 1461 03:00 7 2 15:00 186 203 03:15 0 7 15:15 208 185 03:30 2 3 15:30 237 198 03:45 10 19 10 22 41 15:45 238 869 174 760 1629 04:00 5 9 16:00 206 211 04:15 4 10 16:15 253 257 04:30 12 22 16:30 236 230 04:45 12 33 29 70 103 16:45 262 957 234 932 1889 05:00 14 30 17:00 249 276 05:15 22 48 17:15 282 299 05:30 30 52 17:30 249 273 05:45 47 113 77 207 320 17:45 292 1072 208 1056 2128 06:00 43 86 18:00 245 229 06:15 49 121 18:15 250 209 06:30 72 136 18:30 210 196 06:45 94 258 177 520 778 18:45 218 923 163 797 1720 07:00 108 173 19:00 235 156 07:15 146 181 19:15 198 132 07:30 183 187 19:30 183 121 07:45 247 684 235 776 1460 19:45 161 777 94 503 1280 08:00 270 214 20:00 159 111 08:15 299 203 20:15 165 62 08:30 238 227 20:30 143 79 08:45 287 1094 252 896 1990 20:45 136 603 91 343 946 09:00 221 202 21:00 112 75 09:15 147 219 21:15 104 66 09:30 164 186 21:30 103 60 09:45 171 703 208 815 1518 21:45 98 417 53 254 671 10:00 149 188 22:00 79 40 10:15 160 191 22:15 71 31 10:30 141 166 22:30 68 30 10:45 133 583 203 748 1331 22:45 64 282 38 139 421 11:00 160 202 23:00 54 21 11:15 143 216 23:15 41 28 11:30 194 213 23:30 25 26 11:45 197 694 207 838 1532 23:45 24 144 9 84 228 Total Vol.4338 4967 9305 8288 7097 15385 NB SB EB WB Combined 12626 12064 24690 Split %46.6% 53.4%37.7%53.9% 46.1%62.3% Peak Hour 08:00 08:30 08:00 17:00 16:45 17:00 Volume 1094 900 1990 1072 1082 2128 P.H.F.0.91 0.89 0.92 0.92 0.90 0.92 AM PM Project# Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Dr. Wednesday, August 10, 2011 11-1093-026 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 25 13 12:00 0 0 173 216 00:15 0 0 25 10 12:15 0 0 180 215 00:30 0 0 19 7 12:30 0 0 185 195 00:45 0 0 0 0 17 861241 127 12:45 0 0 0 0 195 733 183 808 1541 01:00 0 0 14 9 13:00 0 0 188 180 01:15 0 0 8 5 13:15 0 0 200 187 01:30 0 0 6 4 13:30 0 0 188 190 01:45 0000 93631955 13:45 0 0 0 0 190 765 185 741 1506 02:00 0 0 7 2 14:00 0 0 186 182 02:15 0 0 6 4 14:15 0 0 195 172 02:30 0 0 6 1 14:30 0 0 191 197 02:45 0 0 0 0 4 23 3 8 31 14:45 0 0 0 0 175 746 174 724 1470 03:00 0 0 5 3 15:00 0 0 201 203 03:15 0 0 3 5 15:15 0 0 202 192 03:30 0 0 2 4 15:30 0 0 226 200 03:45 0 0 0 0 7 16 10 21 36 15:45 0 0 0 0 232 860 189 784 1644 04:00 0 0 4 10 16:00 0 0 209 210 04:15 0 0 6 10 16:15 0 0 237 237 04:30 0 0 11 18 16:30 0 0 229 228 04:45 0 0 0 0 11 322865 97 16:45 0 0 0 0 260 935 227 901 1836 05:00 0 0 14 30 17:00 0 0 249 267 05:15 0 0 24 54 17:15 0 0 292 303 05:30 0 0 32 55 17:30 0 0 256 269 05:45 0 0 0 0 50 118 75 213 331 17:45 0 0 0 0 283 1079 223 1062 2141 06:00 0 0 42 97 18:00 0 0 246 220 06:15 0 0 48 115 18:15 0 0 239 213 06:30 0 0 64 133 18:30 0 0 220 186 06:45 0 0 0 0 94 248 177 522 769 18:45 0 0 0 0 203 907 179 798 1705 07:00 0 0 106 185 19:00 0 0 214 163 07:15 0 0 144 201 19:15 0 0 189 124 07:30 0 0 189 199 19:30 0 0 176 124 07:45 0 0 0 0 251 689 229 813 1502 19:45 0 0 0 0 151 729 96 506 1235 08:00 0 0 237 208 20:00 0 0 151 103 08:15 0 0 266 214 20:15 0 0 167 77 08:30 0 0 225 228 20:30 0 0 144 86 08:45 0 0 0 0 258 986 234 883 1868 20:45 0 0 0 0 130 590 78 343 933 09:00 0 0 202 211 21:00 0 0 111 74 09:15 0 0 160 213 21:15 0 0 104 58 09:30 0 0 159 181 21:30 0 0 99 59 09:45 0 0 0 0 168 688 192 796 1484 21:45 0 0 0 0 101 414 44 234 648 10:00 0 0 139 175 22:00 0 0 80 42 10:15 0 0 150 175 22:15 0 0 76 31 10:30 0 0 130 167 22:30 0 0 71 31 10:45 0 0 0 0 138 557 186 702 1259 22:45 0 0 0 0 66 292 34 137 429 11:00 0 0 142 190 23:00 0 0 46 23 11:15 0 0 145 215 23:15 0 0 44 22 11:30 0 0 190 204 23:30 0 0 34 24 11:45 0 0 0 0 197 674 200 808 1482 23:45 0 0 0 0 29 152 12 80 231 Total Vol.4151 4888 9038 8199 7116 15315 NB SB Combined 12350 12003 24353 Split %45.9% 54.1%37.1%53.5% 46.5%62.9% Peak Hour 08:00 08:15 08:00 17:00 16:45 17:00 Volume 986 885 1868 1079 1066 2141 P.H.F.0.93 0.95 0.95 0.92 0.88 0.90 Daily Totals 2-DAY AVERAGE AM PM 11-1093-026Project# Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Dr. Tuesday, August 09, 2011 Wednesday, August 10, 2011 Tuesday,09End Time Tue01:00 10602:00 5703:00 2904:00 3105:00 9006:00 34207:00 76008:00 154409:00 174610:00 144911:00 118612:00 143113:00 156114:00 151915:00 147916:00 165817:00 178218:00 215319:00 168920:00 118921:00 92022:00 62423:00 43624:00 234Total 24015* - Volumes represent combined totals of both directions.24-Hour Volume PlotPoinsettia LaneBetween Paseo Del Norte and Batiquitos DriveAugust 9, 2011Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive10657293190342760154417461449118614311561151914791658178221531689118992062443623402505007501000125015001750200022502500275001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,10End Time Wed01:00 14702:00 5303:00 3204:00 4105:00 10306:00 32007:00 77808:00 146009:00 199010:00 151811:00 133112:00 153213:00 152014:00 149215:00 146116:00 162917:00 188918:00 212819:00 172020:00 128021:00 94622:00 67123:00 42124:00 228Total 24690* - Volumes represent combined totals of both directions.24-Hour Volume PlotPoinsettia LaneBetween Paseo Del Norte and Batiquitos DriveAugust 10, 2011Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive147533241103320778146019901518133115321520149214611629188921281720128094667142122802505007501000125015001750200022502500275001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 27 Location: Tamarack Avenue Between El Camino Real and La Portalada Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 7 2 12:00 85 66 00:15 10 3 12:15 82 66 00:30 4 2 12:30 87 74 00:45 728 1 8 36 12:45 88 342 70 276 618 01:00 6 1 13:00 85 58 01:15 3 4 13:15 86 65 01:30 3 1 13:30 78 54 01:45 315 3 9 24 13:45 84 333 55 232 565 02:00 5 2 14:00 80 73 02:15 0 1 14:15 90 62 02:30 1 2 14:30 90 90 02:45 17 05 12 14:45 102 362 61 286 648 03:00 3 3 15:00 105 71 03:15 2 1 15:15 95 75 03:30 2 4 15:30 87 73 03:45 07 19 16 15:45 107 394 69 288 682 04:00 1 3 16:00 104 56 04:15 1 8 16:15 83 64 04:30 1 6 16:30 96 57 04:45 2 5 13 30 35 16:45 119 402 56 233 635 05:00 2 13 17:00 112 45 05:15 0 18 17:15 118 35 05:30 3 22 17:30 124 43 05:45 3 8 34 87 95 17:45 112 466 57 180 646 06:00 4 30 18:00 119 41 06:15 12 43 18:15 107 37 06:30 16 45 18:30 110 42 06:45 28 60 74 192 252 18:45 100 436 49 169 605 07:00 25 81 19:00 103 36 07:15 37 89 19:15 104 32 07:30 37 100 19:30 89 32 07:45 39 138 110 380 518 19:45 64 360 28 128 488 08:00 53 109 20:00 79 27 08:15 34 86 20:15 82 18 08:30 45 88 20:30 74 12 08:45 56 188 79 362 550 20:45 65 300 7 64 364 09:00 40 61 21:00 52 12 09:15 48 56 21:15 59 5 09:30 50 58 21:30 43 8 09:45 52 190 58 233 423 21:45 32 186 4 29 215 10:00 43 73 22:00 28 6 10:15 52 70 22:15 28 3 10:30 58 65 22:30 16 5 10:45 57 210 73 281 491 22:45 15 87 2 16 103 11:00 60 68 23:00 15 3 11:15 73 65 23:15 17 3 11:30 77 58 23:30 10 1 11:45 61 271 57 248 519 23:45 850 2 9 59 Total Vol.1127 1844 2971 3718 1910 5628 NB SB EB WB Combined 4845 3754 8599 Split %37.9% 62.1%34.6%66.1% 33.9%65.4% Peak Hour 11:45 07:15 11:45 16:45 14:30 14:30 Volume 315 408 578 473 297 689 P.H.F.0.91 0.93 0.90 0.95 0.83 0.96 PM Project#Wednesday, July 20, 2011 AM Daily Totals 11-1093-027 Tamarack Ave. btwn. El Camino Real & La Portalada Dr. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 1 12:00 74 44 00:15 9 2 12:15 67 49 00:30 7 2 12:30 77 57 00:45 735 1 6 41 12:45 72 290 73 223 513 01:00 1 0 13:00 69 65 01:15 0 3 13:15 88 51 01:30 5 4 13:30 65 48 01:45 39 18 17 13:45 67 289 67 231 520 02:00 2 2 14:00 76 59 02:15 0 0 14:15 81 56 02:30 2 2 14:30 75 49 02:45 37 15 12 14:45 69 301 71 235 536 03:00 1 1 15:00 94 46 03:15 1 1 15:15 96 41 03:30 0 1 15:30 74 58 03:45 13 47 10 15:45 97 361 44 189 550 04:00 0 5 16:00 116 56 04:15 0 9 16:15 116 78 04:30 2 11 16:30 90 49 04:45 1 3 10 35 38 16:45 115 437 52 235 672 05:00 3 14 17:00 135 47 05:15 3 22 17:15 134 52 05:30 6 26 17:30 121 52 05:45 8 20 33 95 115 17:45 98 488 56 207 695 06:00 12 35 18:00 98 57 06:15 22 48 18:15 103 43 06:30 26 41 18:30 85 54 06:45 38 98 69 193 291 18:45 91 377 46 200 577 07:00 33 78 19:00 89 42 07:15 39 81 19:15 80 31 07:30 42 97 19:30 83 42 07:45 54 168 114 370 538 19:45 75 327 33 148 475 08:00 52 122 20:00 83 24 08:15 54 101 20:15 74 31 08:30 51 97 20:30 62 24 08:45 53 210 85 405 615 20:45 63 282 25 104 386 09:00 53 72 21:00 72 19 09:15 50 53 21:15 55 21 09:30 60 65 21:30 60 29 09:45 69 232 68 258 490 21:45 54 241 9 78 319 10:00 57 81 22:00 43 11 10:15 61 75 22:15 21 16 10:30 50 76 22:30 27 9 10:45 64 232 77 309 541 22:45 18 109 11 47 156 11:00 64 75 23:00 19 7 11:15 64 62 23:15 19 4 11:30 70 69 23:30 10 4 11:45 61 259 72 278 537 23:45 14 62 5 20 82 Total Vol.1276 1969 3245 3564 1917 5481 NB SB EB WB Combined 4840 3886 8726 Split %39.3% 60.7%37.2%65.0% 35.0%62.8% Peak Hour 11:45 07:30 07:45 16:45 12:30 16:45 Volume 279 434 645 505 246 708 P.H.F.0.91 0.89 0.93 0.94 0.84 0.95 AM PM Project# Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Thursday, July 21, 2011 11-1093-027 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 10 2 12:00 0 0 80 55 00:15 0 0 10 3 12:15 0 0 75 58 00:30 0 0 6 2 12:30 0 0 82 66 00:45 0 0 0 0 7 32 1 7 39 12:45 0 0 0 0 80 316 72 250 566 01:00 0 0 4 1 13:00 0 0 77 62 01:15 0 0 2 4 13:15 0 0 87 58 01:30 0 0 4 3 13:30 0 0 72 51 01:45 0 0 0 0 3 12 2 9 21 13:45 0 0 0 0 76 311 61 232 543 02:00 0 0 4 2 14:00 0 0 78 66 02:15 0 0 0 1 14:15 0 0 86 59 02:30 0 0 2 2 14:30 0 0 83 70 02:45 0000 2 715 12 14:45 0 0 0 0 86 332 66 261 592 03:00 0 0 2 2 15:00 0 0 100 59 03:15 0 0 2 1 15:15 0 0 96 58 03:30 0 0 1 3 15:30 0 0 81 66 03:45 0000 1 538 13 15:45 0 0 0 0 102 378 57 239 616 04:00 0 0 1 4 16:00 0 0 110 56 04:15 0 0 1 9 16:15 0 0 100 71 04:30 0 0 2 9 16:30 0 0 93 53 04:45 0 0 0 0 2 4 12 33 37 16:45 0 0 0 0 117 420 54 234 654 05:00 0 0 3 14 17:00 0 0 124 46 05:15 0 0 2 20 17:15 0 0 126 44 05:30 0 0 5 24 17:30 0 0 123 48 05:45 0 0 0 0 6 14 34 91 105 17:45 0 0 0 0 105 477 57 194 671 06:00 0 0 8 33 18:00 0 0 109 49 06:15 0 0 17 46 18:15 0 0 105 40 06:30 0 0 21 43 18:30 0 0 98 48 06:45 0 0 0 0 33 79 72 193 272 18:45 0 0 0 0 96 407 48 185 591 07:00 0 0 29 80 19:00 0 0 96 39 07:15 0 0 38 85 19:15 0 0 92 32 07:30 0 0 40 99 19:30 0 0 86 37 07:45 0 0 0 0 47 153 112 375 528 19:45 0 0 0 0 70 344 31 138 482 08:00 0 0 53 116 20:00 0 0 81 26 08:15 0 0 44 94 20:15 0 0 78 25 08:30 0 0 48 93 20:30 0 0 68 18 08:45 0 0 0 0 55 199 82 384 583 20:45 0 0 0 0 64 291 16 84 375 09:00 0 0 47 67 21:00 0 0 62 16 09:15 0 0 49 55 21:15 0 0 57 13 09:30 0 0 55 62 21:30 0 0 52 19 09:45 0 0 0 0 61 211 63 246 457 21:45 0 0 0 0 43 214 7 54 267 10:00 0 0 50 77 22:00 0 0 36 9 10:15 0 0 57 73 22:15 0 0 25 10 10:30 0 0 54 71 22:30 0 0 22 7 10:45 0 0 0 0 61 221 75 295 516 22:45 0 0 0 0 17 98 7 32 130 11:00 0 0 62 72 23:00 0 0 17 5 11:15 0 0 69 64 23:15 0 0 18 4 11:30 0 0 74 64 23:30 0 0 10 3 11:45 0 0 0 0 61 265 65 263 528 23:45 0 0 0 0 11 56 4 15 71 Total Vol.1202 1907 3108 3641 1914 5555 NB SB Combined 4843 3820 8663 Split %38.7% 61.3%35.9%65.6% 34.4%64.1% Peak Hour 11:45 07:30 07:45 16:45 14:00 16:45 Volume 297 420 605 489 261 680 P.H.F.0.91 0.91 0.90 0.97 0.94 0.99 Daily Totals 2-DAY AVERAGE AM PM 11-1093-027 Project# Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Wednesday, July 20, 2011 Thursday, July 21, 2011 Wednesday,20End Time Wed01:00 3602:00 2403:00 1204:00 1605:00 3506:00 9507:00 25208:00 51809:00 55010:00 42311:00 49112:00 51913:00 61814:00 56515:00 64816:00 68217:00 63518:00 64619:00 60520:00 48821:00 36422:00 21523:00 10324:00 59Total 8599* - Volumes represent combined totals of both directions.24-Hour Volume PlotTamarack AvenueBetween El Camino Real and La Portalada DriveJuly 20, 2011362412163595252518550423491519618565648682635646605488364215103590250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00# of VehiclesTimeTamarack Avenue Between El Camino Real and La Portalada Drive Thursday,21End Time Thu01:00 4102:00 1703:00 1204:00 1005:00 3806:00 11507:00 29108:00 53809:00 61510:00 49011:00 54112:00 53713:00 51314:00 52015:00 53616:00 55017:00 67218:00 69519:00 57720:00 47521:00 38622:00 31923:00 15624:00 82Total 8726* - Volumes represent combined totals of both directions.24-Hour Volume PlotTamarack AvenueBetween El Camino Real and La Portalada DriveJuly 21, 20114117121038115291538615490541537513520536550672695577475386319156820250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Tamarack Avenue Between El Camino Real and La Portalada Drive CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 28 Location: Paseo Del Norte Between Camino Del Parque (north) and Palomar Airport Road Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 1 9 12:00 73 73 00:15 2 3 12:15 77 75 00:30 3 7 12:30 80 68 00:45 28 827 35 12:45 73 303 76 292 595 01:00 5 4 13:00 69 72 01:15 4 6 13:15 77 78 01:30 1 4 13:30 73 58 01:45 4 14 2 16 30 13:45 76 295 69 277 572 02:00 0 1 14:00 66 62 02:15 1 4 14:15 76 67 02:30 2 1 14:30 58 71 02:45 36 39 15 14:45 67 267 74 274 541 03:00 0 0 15:00 69 59 03:15 0 0 15:15 59 95 03:30 1 0 15:30 55 59 03:45 67 11 8 15:45 60 243 76 289 532 04:00 2 1 16:00 60 72 04:15 3 1 16:15 75 86 04:30 7 1 16:30 72 74 04:45 618 03 21 16:45 76 283 91 323 606 05:00 10 3 17:00 67 93 05:15 11 3 17:15 74 102 05:30 16 4 17:30 71 92 05:45 16 53 6 16 69 17:45 64 276 106 393 669 06:00 13 4 18:00 65 98 06:15 28 10 18:15 61 89 06:30 44 15 18:30 44 61 06:45 45 130 17 46 176 18:45 45 215 67 315 530 07:00 49 19 19:00 50 65 07:15 53 18 19:15 42 61 07:30 62 21 19:30 40 54 07:45 83 247 22 80 327 19:45 39 171 76 256 427 08:00 65 18 20:00 31 54 08:15 59 33 20:15 31 43 08:30 87 53 20:30 29 43 08:45 58 269 48 152 421 20:45 16 107 43 183 290 09:00 63 34 21:00 25 47 09:15 67 46 21:15 16 34 09:30 59 44 21:30 15 29 09:45 69 258 43 167 425 21:45 13 69 26 136 205 10:00 76 57 22:00 12 20 10:15 73 36 22:15 7 19 10:30 59 53 22:30 8 16 10:45 63 271 46 192 463 22:45 4 31 9 64 95 11:00 59 62 23:00 3 11 11:15 77 49 23:15 2 12 11:30 91 68 23:30 8 11 11:45 58 285 75 254 539 23:45 2 15 9 43 58 Total Vol.1566 963 2529 2275 2845 5120 NB SB EB WB Combined 3841 3808 7649 Split %61.9%38.1%33.1%44.4% 55.6%66.9% Peak Hour 11:15 11:30 11:30 12:00 17:15 17:15 Volume 299 291 590 303 398 672 P.H.F.0.82 0.97 0.93 0.95 0.94 0.95 PM Project#Tuesday, August 09, 2011 AM Daily Totals 11-1093-028 DAY 1 Paseo del Norte btwn. Camino del Parque (north) & Palomar Airport Rd. Volumes for:City:Carlsbad Location :Paseo del Norte btwn. Camino del Parque (north) & Palomar Airport Rd. AM Period NB SB EB WB PM Period NB SB EB WB 00:00 5 9 12:00 88 68 00:15 2 9 12:15 65 68 00:30 5 4 12:30 79 88 00:45 3 15 4 26 41 12:45 71 303 82 306 609 01:00 1 5 13:00 54 74 01:15 0 3 13:15 53 66 01:30 2 1 13:30 77 70 01:45 36 817 23 13:45 65 249 61 271 520 02:00 0 1 14:00 61 70 02:15 1 1 14:15 69 56 02:30 1 1 14:30 54 60 02:45 35 25 10 14:45 72 256 69 255 511 03:00 0 1 15:00 64 74 03:15 0 2 15:15 43 83 03:30 0 2 15:30 66 75 03:45 55 05 10 15:45 56 229 81 313 542 04:00 3 1 16:00 75 85 04:15 4 3 16:15 80 78 04:30 4 0 16:30 70 79 04:45 415 15 20 16:45 63 288 106 348 636 05:00 8 1 17:00 78 94 05:15 10 3 17:15 76 95 05:30 9 4 17:30 68 89 05:45 15 42 2 10 52 17:45 56 278 111 389 667 06:00 22 5 18:00 57 80 06:15 35 9 18:15 59 82 06:30 35 14 18:30 53 76 06:45 47 139 18 46 185 18:45 50 219 54 292 511 07:00 51 20 19:00 47 79 07:15 57 22 19:15 49 67 07:30 64 24 19:30 52 63 07:45 88 260 33 99 359 19:45 34 182 43 252 434 08:00 104 35 20:00 21 49 08:15 132 35 20:15 26 43 08:30 119 46 20:30 16 47 08:45 107 462 55 171 633 20:45 19 82 41 180 262 09:00 81 35 21:00 24 31 09:15 60 35 21:15 16 40 09:30 67 43 21:30 17 39 09:45 74 282 40 153 435 21:45 6 63 19 129 192 10:00 62 47 22:00 12 25 10:15 67 49 22:15 9 26 10:30 67 36 22:30 10 17 10:45 80 276 57 189 465 22:45 8 39 12 80 119 11:00 56 48 23:00 5 12 11:15 60 53 23:15 5 13 11:30 59 62 23:30 6 12 11:45 67 242 69 232 474 23:45 9 25 9 46 71 Total Vol.1749 958 2707 2213 2861 5074 NB SB EB WB Combined 3962 3819 7781 Split %64.6%35.4%34.8%43.6% 56.4%65.2% Peak Hour 08:00 11:45 08:00 12:00 17:00 16:45 Volume 462 293 633 303 389 669P.H.F.0.88 0.83 0.95 0.86 0.88 0.97 DAY 2 Project#Wednesday, August 10, 2011 11-1093-028 AM PM Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 3 9 0 0 12:00 81 71 0 0 00:15 2 6 0 0 12:15 71 72 0 0 00:30 4 6 0 0 12:30 80 78 0 0 00:45 3 12 6 27 0 0 0 0 38 12:45 72 303 79 299 0 0 0 0 602 01:00 3 5 0 0 13:00 62 73 0 0 01:15 2 5 0 0 13:15 65 72 0 0 01:30 2 3 0 0 13:30 75 64 0 0 01:45 4 10 5 17 0 0 0 0 27 13:45 71 272 65 274 0 0 0 0 546 02:00 0 1 0 0 14:00 64 66 0 0 02:15 1 3 0 0 14:15 73 62 0 0 02:30 2 1 0 0 14:30 56 66 0 0 02:45 3637 0 000 13 14:45 70 262 72 265 0 0 0 0 526 03:00 0 1 0 0 15:00 67 67 0 0 03:15 0 1 0 0 15:15 51 89 0 0 03:30 1 1 0 0 15:30 61 67 0 0 03:45 6613 0 000 9 15:45 58 236 79 301 0 0 0 0 537 04:00 3 1 0 0 16:00 68 79 0 0 04:15 4 2 0 0 16:15 78 82 0 0 04:30 6 1 0 0 16:30 71 77 0 0 04:45 51714 0 000 21 16:45 70 286 99 336 0 0 0 0 621 05:00 9 2 0 0 17:00 73 94 0 0 05:15 11 3 0 0 17:15 75 99 0 0 05:30 13 4 0 0 17:30 70 91 0 0 05:45 16 48 4 13 0 0 0 0 61 17:45 60 277 109 391 0 0 0 0 668 06:00 18 5 0 0 18:00 61 89 0 0 06:15 32 10 0 0 18:15 60 86 0 0 06:30 40 15 0 0 18:30 49 69 0 0 06:45 46 135 18 46 0 0 0 0 181 18:45 48 217 61 304 0 0 0 0 521 07:00 50 20 0 0 19:00 49 72 0 0 07:15 55 20 0 0 19:15 46 64 0 0 07:30 63 23 0 0 19:30 46 59 0 0 07:45 86 254 28 90 0 0 0 0 343 19:45 37 177 60 254 0 0 0 0 431 08:00 85 27 0 0 20:00 26 52 0 0 08:15 96 34 0 0 20:15 29 43 0 0 08:30 103 50 0 0 20:30 23 45 0 0 08:45 83 366 52 162 0 0 0 0 527 20:45 18 95 42 182 0 0 0 0 276 09:00 72 35 0 0 21:00 25 39 0 0 09:15 64 41 0 0 21:15 16 37 0 0 09:30 63 44 0 0 21:30 16 34 0 0 09:45 72 270 42 160 0 0 0 0 430 21:45 10 66 23 133 0 0 0 0 199 10:00 69 52 0 0 22:00 12 23 0 0 10:15 70 43 0 0 22:15 8 23 0 0 10:30 63 45 0 0 22:30 9 17 0 0 10:45 72 274 52 191 0 0 0 0 464 22:45 6 35 11 72 0 0 0 0 107 11:00 58 55 0 0 23:00 4 12 0 0 11:15 69 51 0 0 23:15 4 13 0 0 11:30 75 65 0 0 23:30 7 12 0 0 11:45 63 264 72 243 0 0 0 0 507 23:45 6209450000 65 Total Vol.1658 961 2618 2244 2853 5097 NB SB Combined 3902 3814 7715 Split %63.3%36.7%33.9%44.0% 56.0%66.1% Peak Hour 07:45 11:45 11:45 12:00 17:00 17:00 Volume 369 292 586 303 391 668 P.H.F.0.89 0.94 0.93 0.94 0.90 0.96 Daily Totals 2-DAY AVERAGE AM PM 11-1093-028Project#Tuesday, August 09, 2011 Wednesday, August 10, 2011 Paseo del Norte btwn. Camino del Parque (north) & Palomar Airport Rd. Tuesday,09End Time Tue01:00 3502:00 3003:00 1504:00 805:00 2106:00 6907:00 17608:00 32709:00 42110:00 42511:00 46312:00 53913:00 59514:00 57215:00 54116:00 53217:00 60618:00 66919:00 53020:00 42721:00 29022:00 20523:00 9524:00 58Total 7649* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Camino Del Parque (North) and Palomar Airport RoadAugust 9, 2011Paseo Del Norte Between Camino Del Parque (North)and Palomar Airport Road3530158216917632742142546353959557254153260666953042729020595580250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,10End Time Wed01:00 4102:00 2303:00 1004:00 1005:00 2006:00 5207:00 18508:00 35909:00 63310:00 43511:00 46512:00 47413:00 60914:00 52015:00 51116:00 54217:00 63618:00 66719:00 51120:00 43421:00 26222:00 19223:00 11924:00 71Total 7781* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Camino Del Parque (North) and Palomar Airport RoadAugust 10, 2011Paseo Del Norte Between Camino Del Parque (North)and Palomar Airport Road412310102052185359633435465474609520511542636667511434262192119710250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 29 Location: Paseo del Norte Between Palomar Airport Road and Car Country Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 4 2 12:00 103 87 00:15 1 2 12:15 96 98 00:30 2 2 12:30 111 109 00:45 07 17 14 12:45 108 418 137 431 849 01:00 1 1 13:00 111 111 01:15 2 3 13:15 104 125 01:30 3 0 13:30 106 99 01:45 28 04 12 13:45 98 419 92 427 846 02:00 1 0 14:00 101 114 02:15 4 2 14:15 85 114 02:30 1 2 14:30 99 107 02:45 06 15 11 14:45 90 375 95 430 805 03:00 1 2 15:00 98 102 03:15 2 0 15:15 87 104 03:30 2 0 15:30 75 94 03:45 16 24 10 15:45 88 348 84 384 732 04:00 0 1 16:00 80 91 04:15 1 0 16:15 89 82 04:30 1 2 16:30 96 121 04:45 24 03 7 16:45 99 364 84 378 742 05:00 5 1 17:00 90 89 05:15 2 7 17:15 87 86 05:30 6 2 17:30 96 107 05:45 8211020 41 17:45 103 376 70 352 728 06:00 11 5 18:00 98 74 06:15 14 12 18:15 87 104 06:30 24 21 18:30 75 77 06:45 26 75 38 76 151 18:45 66 326 59 314 640 07:00 33 40 19:00 60 71 07:15 54 54 19:15 65 68 07:30 74 57 19:30 58 81 07:45 55 216 75 226 442 19:45 54 237 54 274 511 08:00 74 50 20:00 42 57 08:15 66 43 20:15 41 65 08:30 60 38 20:30 33 55 08:45 54 254 62 193 447 20:45 30 146 42 219 365 09:00 42 51 21:00 54 45 09:15 45 70 21:15 42 27 09:30 58 65 21:30 28 27 09:45 87 232 47 233 465 21:45 24 148 25 124 272 10:00 75 71 22:00 21 40 10:15 88 66 22:15 14 15 10:30 80 64 22:30 16 24 10:45 89 332 73 274 606 22:45 13 64 11 90 154 11:00 96 79 23:00 11 19 11:15 99 97 23:15 8 5 11:30 90 76 23:30 5 9 11:45 101 386 83 335 721 23:45 9 33 2 35 68 Total Vol.1547 1380 2927 3254 3458 6712 NB SB EB WB Combined 4801 4838 9639 Split %52.9%47.1%30.4%48.5% 51.5%69.6% Peak Hour 11:45 11:45 11:45 12:30 12:30 12:30 Volume 411 377 788 434 482 916 P.H.F.0.93 0.86 0.90 0.98 0.88 0.93 DAY 1 Paseo del Norte btwn. Palomar Airport Rd. & Car Country Dr. PM Project#Tuesday, August 09, 2011 AM Daily Totals 11-1093-029 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 3 0 12:00 103 124 00:15 6 2 12:15 101 114 00:30 3 4 12:30 98 99 00:45 214 17 21 12:45 88 390 114 451 841 01:00 1 2 13:00 111 101 01:15 0 3 13:15 128 115 01:30 1 1 13:30 87 97 01:45 24 06 10 13:45 85 411 123 436 847 02:00 1 2 14:00 89 90 02:15 0 0 14:15 99 90 02:30 1 1 14:30 90 91 02:45 24 03 7 14:45 103 381 95 366 747 03:00 1 2 15:00 96 80 03:15 4 2 15:15 99 96 03:30 1 0 15:30 90 106 03:45 511 26 17 15:45 87 372 100 382 754 04:00 2 0 16:00 103 92 04:15 6 1 16:15 96 80 04:30 3 0 16:30 66 106 04:45 920 78 28 16:45 60 325 80 358 683 05:00 12 2 17:00 54 97 05:15 8 3 17:15 74 102 05:30 5 4 17:30 103 88 05:45 9 34 5 14 48 17:45 101 332 88 375 707 06:00 11 8 18:00 85 101 06:15 8 17 18:15 88 84 06:30 16 20 18:30 80 65 06:45 32 67 34 79 146 18:45 87 340 78 328 668 07:00 33 36 19:00 54 91 07:15 54 59 19:15 49 78 07:30 45 65 19:30 63 78 07:45 58 190 71 231 421 19:45 66 232 50 297 529 08:00 57 51 20:00 66 66 08:15 74 62 20:15 60 56 08:30 55 64 20:30 54 43 08:45 50 236 70 247 483 20:45 42 222 32 197 419 09:00 56 62 21:00 45 55 09:15 65 62 21:15 48 34 09:30 58 59 21:30 44 22 09:45 57 236 64 247 483 21:45 32 169 38 149 318 10:00 74 58 22:00 28 41 10:15 75 64 22:15 24 17 10:30 58 71 22:30 21 19 10:45 59 266 89 282 548 22:45 14 87 14 91 178 11:00 99 75 23:00 16 11 11:15 90 70 23:15 13 9 11:30 103 73 23:30 8 7 11:45 111 403 111 329 732 23:45 5 42 4 31 73 Total Vol.1485 1459 2944 3303 3461 6764 NB SB EB WB Combined 4788 4920 9708 Split %50.4%49.6%30.3%48.8% 51.2%69.7% Peak Hour 11:30 11:45 11:45 12:30 12:00 12:30 Volume 418 448 861 425 451 854 P.H.F.0.94 0.90 0.95 0.83 0.91 0.88 11-1093-029 Daily Totals DAY 2 Project#Wednesday, August 10, 2011 Paseo del Norte btwn. Palomar Airport Rd. & Car Country Dr. AM PM Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 4 1 0 0 12:00 103 106 0 0 00:15 4 2 0 0 12:15 99 106 0 0 00:30 3 3 0 0 12:30 105 104 0 0 00:45 11117 0 000 18 12:45 98 404 126 441 0 0 0 0 845 01:00 1 2 0 0 13:00 111 106 0 0 01:15 1 3 0 0 13:15 116 120 0 0 01:30 2 1 0 0 13:30 97 98 0 0 01:45 2605 0 000 11 13:45 92 415 108 432 0 0 0 0 847 02:00 1 1 0 0 14:00 95 102 0 0 02:15 2 1 0 0 14:15 92 102 0 0 02:30 1 2 0 0 14:30 95 99 0 0 02:45 1514 0 000 9 14:45 97 378 95 398 0 0 0 0 776 03:00 1 2 0 0 15:00 97 91 0 0 03:15 3 1 0 0 15:15 93 100 0 0 03:30 2 0 0 0 15:30 83 100 0 0 03:45 3925 0 000 14 15:45 88 360 92 383 0 0 0 0 743 04:00 1 1 0 0 16:00 92 92 0 0 04:15 4 1 0 0 16:15 93 81 0 0 04:30 2 1 0 0 16:30 81 114 0 0 04:45 61246 0 000 18 16:45 80 345 82 368 0 0 0 0 713 05:00 9 2 0 0 17:00 72 93 0 0 05:15 5 5 0 0 17:15 81 94 0 0 05:30 6 3 0 0 17:30 100 98 0 0 05:45 9 28 8 17 0 0 0 0 45 17:45 102 354 79 364 0 0 0 0 718 06:00 11 7 0 0 18:00 92 88 0 0 06:15 11 15 0 0 18:15 88 94 0 0 06:30 20 21 0 0 18:30 78 71 0 0 06:45 29 71 36 78 0 0 0 0 149 18:45 77 333 69 321 0 0 0 0 654 07:00 33 38 0 0 19:00 57 81 0 0 07:15 54 57 0 0 19:15 57 73 0 0 07:30 60 61 0 0 19:30 61 80 0 0 07:45 57 203 73 229 0 0 0 0 432 19:45 60 235 52 286 0 0 0 0 520 08:00 66 51 0 0 20:00 54 62 0 0 08:15 70 53 0 0 20:15 51 61 0 0 08:30 58 51 0 0 20:30 44 49 0 0 08:45 52 245 66 220 0 0 0 0 465 20:45 36 184 37 208 0 0 0 0 392 09:00 49 57 0 0 21:00 50 50 0 0 09:15 55 66 0 0 21:15 45 31 0 0 09:30 58 62 0 0 21:30 36 25 0 0 09:45 72 234 56 240 0 0 0 0 474 21:45 28 159 32 137 0 0 0 0 295 10:00 75 65 0 0 22:00 25 41 0 0 10:15 82 65 0 0 22:15 19 16 0 0 10:30 69 68 0 0 22:30 19 22 0 0 10:45 74 299 81 278 0 0 0 0 577 22:45 14 76 13 91 0 0 0 0 166 11:00 98 77 0 0 23:00 14 15 0 0 11:15 95 84 0 0 23:15 11 7 0 0 11:30 97 75 0 0 23:30 7 8 0 0 11:45 106 395 97 332 0 0 0 0 727 23:45 7383330000 71 Total Vol.1516 1420 2936 3279 3460 6738 NB SB Combined 4795 4879 9674 Split %51.6%48.4%30.3%48.7% 51.3%69.7% Peak Hour 11:45 11:45 11:45 12:30 12:30 12:30 Volume 412 413 825 430 456 885 P.H.F.0.97 0.97 0.99 0.93 0.91 0.94 11-1093-029Project#Tuesday, August 09, 2011 Wednesday, August 10, 2011 Paseo del Norte btwn. Palomar Airport Rd. & Car Country Dr. AM PM Daily Totals 2-DAY AVERAGE Tuesday,09End Time Tue01:00 1402:00 1203:00 1104:00 1005:00 706:00 4107:00 15108:00 44209:00 44710:00 46511:00 60612:00 72113:00 84914:00 84615:00 80516:00 73217:00 74218:00 72819:00 64020:00 51121:00 36522:00 27223:00 15424:00 68Total 9639* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Palomar Airport Road and Car Country DriveAugust 9, 2011Paseo Del Norte Between Palomar Airport Road and Car Country Drive141211107411514424474656067218498468057327427286405113652721546801002003004005006007008009001000110001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,10End Time Wed01:00 2102:00 1003:00 704:00 1705:00 2806:00 4807:00 14608:00 42109:00 48310:00 48311:00 54812:00 73213:00 84114:00 84715:00 74716:00 75417:00 68318:00 70719:00 66820:00 52921:00 41922:00 31823:00 17824:00 73Total 9708* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Palomar Airport Road and Car Country DriveAugust 10, 2011Paseo Del Norte Between Palomar Airport Road and Car Country Drive211071728481464214834835487328418477477546837076685294193181787301002003004005006007008009001000110001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 30 Location: Cannon Road Between Paseo Del Norte and Car Country Drive Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 11 9 12:00 234 218 00:15 14 8 12:15 247 193 00:30 7 7 12:30 206 201 00:45 9 41 5 29 70 12:45 251 938 198 810 1748 01:00 7 0 13:00 262 174 01:15 3 4 13:15 248 187 01:30 6 3 13:30 190 189 01:45 4 20 6 13 33 13:45 187 887 166 716 1603 02:00 4 5 14:00 200 183 02:15 2 3 14:15 197 169 02:30 9 1 14:30 194 192 02:45 9 24 7 16 40 14:45 185 776 203 747 1523 03:00 1 4 15:00 165 245 03:15 3 0 15:15 175 226 03:30 2 5 15:30 169 276 03:45 39 413 22 15:45 193 702 241 988 1690 04:00 3 1 16:00 231 329 04:15 8 6 16:15 203 278 04:30 7 6 16:30 231 334 04:45 21 39 25 38 77 16:45 208 873 304 1245 2118 05:00 16 28 17:00 206 423 05:15 23 33 17:15 243 413 05:30 39 42 17:30 229 376 05:45 65 143 68 171 314 17:45 195 873 281 1493 2366 06:00 52 84 18:00 161 324 06:15 71 104 18:15 156 247 06:30 109 136 18:30 137 221 06:45 204 436 141 465 901 18:45 124 578 215 1007 1585 07:00 144 161 19:00 120 204 07:15 206 158 19:15 91 210 07:30 281 149 19:30 89 186 07:45 400 1031 175 643 1674 19:45 98 398 191 791 1189 08:00 290 165 20:00 116 197 08:15 285 129 20:15 84 235 08:30 289 172 20:30 97 232 08:45 290 1154 146 612 1766 20:45 98 395 139 803 1198 09:00 278 150 21:00 81 78 09:15 267 149 21:15 73 57 09:30 287 141 21:30 55 47 09:45 305 1137 108 548 1685 21:45 55 264 27 209 473 10:00 337 133 22:00 62 24 10:15 322 134 22:15 52 24 10:30 325 125 22:30 41 19 10:45 305 1289 139 531 1820 22:45 49 204 19 86 290 11:00 286 169 23:00 34 12 11:15 245 154 23:15 30 17 11:30 241 204 23:30 22 18 11:45 234 1006 229 756 1762 23:45 22 108 11 58 166 Total Vol.6329 3835 10164 6996 8953 15949 NB SB EB WB Combined 13325 12788 26113 Split %62.3% 37.7%38.9%43.9% 56.1%61.1% Peak Hour 09:45 11:30 07:45 12:30 16:45 16:45 Volume 1289 844 1905 967 1516 2402 P.H.F.0.96 0.92 0.83 0.92 0.90 0.92 Cannon Rd. btwn. Paseo del Norte & Car Country Dr. DAY 1 PM Project#Tuesday, July 19, 2011 AM Daily Totals 11-1093-030 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 12 9 12:00 272 195 00:15 15 6 12:15 224 171 00:30 7 1 12:30 247 178 00:45 6 40 3 19 59 12:45 238 981 170 714 1695 01:00 10 3 13:00 217 156 01:15 9 4 13:15 224 162 01:30 6 5 13:30 211 149 01:45 3 28 2 14 42 13:45 203 855 143 610 1465 02:00 4 6 14:00 201 172 02:15 6 1 14:15 204 193 02:30 3 1 14:30 187 163 02:45 3 16 2 10 26 14:45 197 789 213 741 1530 03:00 5 5 15:00 187 236 03:15 3 1 15:15 189 210 03:30 2 4 15:30 191 270 03:45 3 13 3 13 26 15:45 201 768 227 943 1711 04:00 5 4 16:00 189 287 04:15 6 9 16:15 195 283 04:30 11 18 16:30 223 297 04:45 22 44 20 51 95 16:45 207 814 292 1159 1973 05:00 6 17 17:00 210 399 05:15 27 31 17:15 222 383 05:30 35 42 17:30 211 351 05:45 68 136 62 152 288 17:45 198 841 283 1416 2257 06:00 47 93 18:00 182 276 06:15 72 87 18:15 165 265 06:30 111 151 18:30 121 221 06:45 196 426 137 468 894 18:45 116 584 210 972 1556 07:00 164 140 19:00 101 194 07:15 234 158 19:15 112 186 07:30 252 172 19:30 103 171 07:45 380 1030 177 647 1677 19:45 95 411 180 731 1142 08:00 305 138 20:00 88 210 08:15 298 139 20:15 98 258 08:30 229 151 20:30 96 192 08:45 290 1122 126 554 1676 20:45 79 361 124 784 1145 09:00 238 149 21:00 68 68 09:15 289 119 21:15 68 73 09:30 255 156 21:30 72 44 09:45 333 1115 140 564 1679 21:45 64 272 32 217 489 10:00 310 132 22:00 58 29 10:15 294 138 22:15 36 24 10:30 304 152 22:30 43 27 10:45 282 1190 136 558 1748 22:45 39 176 17 97 273 11:00 276 176 23:00 26 19 11:15 248 154 23:15 27 10 11:30 232 192 23:30 28 17 11:45 215 971 227 749 1720 23:45 19 100 8 54 154 Total Vol.6131 3799 9930 6952 8438 15390 NB SB EB WB Combined 13083 12237 25320 Split %61.7% 38.3%39.2%45.2% 54.8%60.8% Peak Hour 09:45 11:30 07:30 12:00 16:45 16:45 Volume 1241 785 1861 981 1425 2275 P.H.F.0.93 0.86 0.84 0.90 0.89 0.93 DAY 2 AM PM Project# Cannon Rd. btwn. Paseo del Norte & Car Country Dr. Wednesday, July 20, 2011 11-1093-030 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 12 9 12:00 0 0 253 207 00:15 0 0 15 7 12:15 0 0 236 182 00:30 0 0 7 4 12:30 0 0 227 190 00:45 0000 84142465 12:45 0 0 0 0 245 960 184 762 1722 01:00 0 0 9 2 13:00 0 0 240 165 01:15 0 0 6 4 13:15 0 0 236 175 01:30 0 0 6 4 13:30 0 0 201 169 01:45 0000 42441438 13:45 0 0 0 0 195 871 155 663 1534 02:00 0 0 4 6 14:00 0 0 201 178 02:15 0 0 4 2 14:15 0 0 201 181 02:30 0 0 6 1 14:30 0 0 191 178 02:45 0000 62051333 14:45 0 0 0 0 191 783 208 744 1527 03:00 0 0 3 5 15:00 0 0 176 241 03:15 0 0 3 1 15:15 0 0 182 218 03:30 0 0 2 5 15:30 0 0 180 273 03:45 0000 31141324 15:45 0 0 0 0 197 735 234 966 1701 04:00 0 0 4 3 16:00 0 0 210 308 04:15 0 0 7 8 16:15 0 0 199 281 04:30 0 0 9 12 16:30 0 0 227 316 04:45 0 0 0 0 22 422345 86 16:45 0 0 0 0 208 844 298 1202 2046 05:00 0 0 11 23 17:00 0 0 208 411 05:15 0 0 25 32 17:15 0 0 233 398 05:30 0 0 37 42 17:30 0 0 220 364 05:45 0 0 0 0 67 140 65 162 301 17:45 0 0 0 0 197 857 282 1455 2312 06:00 0 0 50 89 18:00 0 0 172 300 06:15 0 0 72 96 18:15 0 0 161 256 06:30 0 0 110 144 18:30 0 0 129 221 06:45 0 0 0 0 200 431 139 467 898 18:45 0 0 0 0 120 581 213 990 1571 07:00 0 0 154 151 19:00 0 0 111 199 07:15 0 0 220 158 19:15 0 0 102 198 07:30 0 0 267 161 19:30 0 0 96 179 07:45 0 0 0 0 390 1031 176 645 1676 19:45 0 0 0 0 97 405 186 761 1166 08:00 0 0 298 152 20:00 0 0 102 204 08:15 0 0 292 134 20:15 0 0 91 247 08:30 0 0 259 162 20:30 0 0 97 212 08:45 0 0 0 0 290 1138 136 583 1721 20:45 0 0 0 0 89 378 132 794 1172 09:00 0 0 258 150 21:00 0 0 75 73 09:15 0 0 278 134 21:15 0 0 71 65 09:30 0 0 271 149 21:30 0 0 64 46 09:45 0 0 0 0 319 1126 124 556 1682 21:45 0 0 0 0 60 268 30 213 481 10:00 0 0 324 133 22:00 0 0 60 27 10:15 0 0 308 136 22:15 0 0 44 24 10:30 0 0 315 139 22:30 0 0 42 23 10:45 0 0 0 0 294 1240 138 545 1784 22:45 0 0 0 0 44 190 18 92 282 11:00 0 0 281 173 23:00 0 0 30 16 11:15 0 0 247 154 23:15 0 0 29 14 11:30 0 0 237 198 23:30 0 0 25 18 11:45 0 0 0 0 225 989 228 753 1741 23:45 0 0 0 0 21 104 10 56 160 Total Vol.6230 3817 10047 6974 8696 15670 NB SB Combined 13204 12513 25717 Split %62.0% 38.0%39.1%44.5% 55.5%60.9% Peak Hour 09:45 11:30 07:30 12:00 16:45 16:45 Volume 1265 815 1868 960 1471 2339 P.H.F.0.98 0.89 0.82 0.95 0.89 0.93 11-1093-030Project# Cannon Rd. btwn. Paseo del Norte & Car Country Dr. Tuesday, July 19, 2011 Wednesday, July 20, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,19End Time Tue01:00 7002:00 3303:00 4004:00 2205:00 7706:00 31407:00 90108:00 167409:00 176610:00 168511:00 182012:00 176213:00 174814:00 160315:00 152316:00 169017:00 211818:00 236619:00 158520:00 118921:00 119822:00 47323:00 29024:00 166Total 26113* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween Paseo Del Norte and Car Country DriveJuly 19, 2011Cannon Road Between Paseo Del Norte and Car Country Drive70334022773149011674176616851820176217481603152316902118236615851189119847329016602505007501000125015001750200022502500275001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,20End Time Wed01:00 5902:00 4203:00 2604:00 2605:00 9506:00 28807:00 89408:00 167709:00 167610:00 167911:00 174812:00 172013:00 169514:00 146515:00 153016:00 171117:00 197318:00 225719:00 155620:00 114221:00 114522:00 48923:00 27324:00 154Total 25320* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween Paseo Del Norte and Car Country DriveJuly 20, 2011Cannon Road Between Paseo Del Norte and Car Country Drive59422626952888941677167616791748172016951465153017111973225715561142114548927315402505007501000125015001750200022502500275001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 31 Location: Cannon Road Between El Camino Real and College Boulevard Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 16 7 12:00 118 103 00:15 20 7 12:15 123 117 00:30 10 6 12:30 137 128 00:45 9 55 1 21 76 12:45 101 479 106 454 933 01:00 7 5 13:00 113 117 01:15 8 7 13:15 128 128 01:30 10 4 13:30 130 129 01:45 8 33 1 17 50 13:45 97 468 103 477 945 02:00 10 2 14:00 107 96 02:15 2 2 14:15 132 110 02:30 5 1 14:30 201 104 02:45 522 4 9 31 14:45 178 618 111 421 1039 03:00 4 3 15:00 184 93 03:15 0 6 15:15 149 100 03:30 4 9 15:30 225 108 03:45 6141533 47 15:45 271 829 104 405 1234 04:00 6 16 16:00 263 99 04:15 6 34 16:15 259 112 04:30 0 48 16:30 283 103 04:45 4 16 91 189 205 16:45 292 1097 113 427 1524 05:00 5 35 17:00 344 99 05:15 8 49 17:15 340 130 05:30 11 107 17:30 297 82 05:45 21 45 200 391 436 17:45 239 1220 110 421 1641 06:00 30 119 18:00 206 106 06:15 31 130 18:15 185 91 06:30 37 208 18:30 157 71 06:45 45 143 271 728 871 18:45 142 690 70 338 1028 07:00 52 239 19:00 124 74 07:15 47 305 19:15 109 51 07:30 68 306 19:30 103 51 07:45 79 246 325 1175 1421 19:45 105 441 54 230 671 08:00 82 247 20:00 91 45 08:15 70 248 20:15 100 45 08:30 76 215 20:30 91 38 08:45 80 308 191 901 1209 20:45 75 357 45 173 530 09:00 73 172 21:00 90 42 09:15 55 136 21:15 64 39 09:30 75 141 21:30 47 30 09:45 68 271 125 574 845 21:45 57 258 29 140 398 10:00 73 112 22:00 57 17 10:15 88 94 22:15 42 32 10:30 84 113 22:30 49 20 10:45 83 328 116 435 763 22:45 36 184 24 93 277 11:00 100 110 23:00 33 20 11:15 89 127 23:15 27 13 11:30 97 114 23:30 33 10 11:45 120 406 125 476 882 23:45 16 109 5 48 157 Total Vol.1887 4949 6836 6750 3627 10377 NB SB EB WB Combined 8637 8576 17213 Split %27.6% 72.4%39.7%65.0% 35.0%60.3% Peak Hour 11:45 07:15 07:15 16:45 12:45 16:30 Volume 498 1183 1459 1273 480 1704 P.H.F.0.91 0.91 0.90 0.93 0.93 0.91 Cannon Rd. btwn. El Camino Real & College Blvd. DAY 1 PM Project#Tuesday, July 12, 2011 AM Daily Totals 11-1093-031 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 27 4 12:00 122 109 00:15 18 7 12:15 122 130 00:30 11 3 12:30 124 137 00:45 8 64 6 20 84 12:45 108 476 136 512 988 01:00 10 6 13:00 128 117 01:15 11 6 13:15 135 122 01:30 10 2 13:30 132 127 01:45 13 44 6 20 64 13:45 123 518 105 471 989 02:00 10 1 14:00 126 118 02:15 4 4 14:15 111 105 02:30 2 3 14:30 170 104 02:45 5 21 2 10 31 14:45 175 582 123 450 1032 03:00 4 5 15:00 178 102 03:15 4 4 15:15 208 117 03:30 3 14 15:30 210 117 03:45 4151639 54 15:45 278 874 121 457 1331 04:00 3 16 16:00 268 104 04:15 5 34 16:15 262 105 04:30 7 51 16:30 313 103 04:45 7 22 84 185 207 16:45 291 1134 122 434 1568 05:00 10 35 17:00 348 110 05:15 6 56 17:15 366 109 05:30 13 109 17:30 324 99 05:45 22 51 181 381 432 17:45 266 1304 105 423 1727 06:00 26 104 18:00 200 106 06:15 35 156 18:15 175 84 06:30 35 198 18:30 179 97 06:45 44 140 282 740 880 18:45 149 703 70 357 1060 07:00 42 262 19:00 141 66 07:15 39 325 19:15 125 37 07:30 78 314 19:30 119 50 07:45 79 238 330 1231 1469 19:45 104 489 50 203 692 08:00 89 248 20:00 117 52 08:15 75 228 20:15 92 31 08:30 68 198 20:30 97 40 08:45 72 304 217 891 1195 20:45 72 378 45 168 546 09:00 75 136 21:00 64 50 09:15 71 150 21:15 60 33 09:30 82 115 21:30 57 32 09:45 88 316 144 545 861 21:45 49 230 44 159 389 10:00 75 96 22:00 62 25 10:15 85 117 22:15 51 14 10:30 84 111 22:30 48 25 10:45 75 319 119 443 762 22:45 42 203 25 89 292 11:00 90 102 23:00 45 21 11:15 104 94 23:15 33 14 11:30 119 125 23:30 25 12 11:45 133 446 112 433 879 23:45 18 121 10 57 178 Total Vol.1980 4938 6918 7012 3780 10792 NB SB EB WB Combined 8992 8718 17710 Split %28.6% 71.4%39.1%65.0% 35.0%60.9% Peak Hour 11:45 07:00 07:15 16:45 12:15 16:45 Volume 501 1231 1502 1329 520 1769 P.H.F.0.94 0.93 0.92 0.91 0.95 0.93 DAY 2 AM PM Project# Cannon Rd. btwn. El Camino Real & College Blvd. Wednesday, July 13, 2011 11-1093-031 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 22 6 12:00 0 0 120 106 00:15 0 0 19 7 12:15 0 0 123 124 00:30 0 0 11 5 12:30 0 0 131 133 00:45 0000 96042180 12:45 0 0 0 0 105 478 121 483 961 01:00 0 0 9 6 13:00 0 0 121 117 01:15 0 0 10 7 13:15 0 0 132 125 01:30 0 0 10 3 13:30 0 0 131 128 01:45 0 0 0 0 11 39 4 19 57 13:45 0 0 0 0 110 493 104 474 967 02:00 0 0 10 2 14:00 0 0 117 107 02:15 0 0 3 3 14:15 0 0 122 108 02:30 0 0 4 2 14:30 0 0 186 104 02:45 0000 52231031 14:45 0 0 0 0 177 600 117 436 1036 03:00 0 0 4 4 15:00 0 0 181 98 03:15 0 0 2 5 15:15 0 0 179 109 03:30 0 0 4 12 15:30 0 0 218 113 03:45 0 0 0 0 5 15 16 36 51 15:45 0 0 0 0 275 852 113 431 1283 04:00 0 0 5 16 16:00 0 0 266 102 04:15 0 0 6 34 16:15 0 0 261 109 04:30 0 0 4 50 16:30 0 0 298 103 04:45 0 0 0 0 6 19 88 187 206 16:45 0 0 0 0 292 1116 118 431 1546 05:00 0 0 8 35 17:00 0 0 346 105 05:15 0 0 7 53 17:15 0 0 353 120 05:30 0 0 12 108 17:30 0 0 311 91 05:45 0 0 0 0 22 48 191 386 434 17:45 0 0 0 0 253 1262 108 422 1684 06:00 0 0 28 112 18:00 0 0 203 106 06:15 0 0 33 143 18:15 0 0 180 88 06:30 0 0 36 203 18:30 0 0 168 84 06:45 0 0 0 0 45 142 277 734 876 18:45 0 0 0 0 146 697 70 348 1044 07:00 0 0 47 251 19:00 0 0 133 70 07:15 0 0 43 315 19:15 0 0 117 44 07:30 0 0 73 310 19:30 0 0 111 51 07:45 0 0 0 0 79 242 328 1203 1445 19:45 0 0 0 0 105 465 52 217 682 08:00 0 0 86 248 20:00 0 0 104 49 08:15 0 0 73 238 20:15 0 0 96 38 08:30 0 0 72 207 20:30 0 0 94 39 08:45 0 0 0 0 76 306 204 896 1202 20:45 0 0 0 0 74 368 45 171 538 09:00 0 0 74 154 21:00 0 0 77 46 09:15 0 0 63 143 21:15 0 0 62 36 09:30 0 0 79 128 21:30 0 0 52 31 09:45 0 0 0 0 78 294 135 560 853 21:45 0 0 0 0 53 244 37 150 394 10:00 0 0 74 104 22:00 0 0 60 21 10:15 0 0 87 106 22:15 0 0 47 23 10:30 0 0 84 112 22:30 0 0 49 23 10:45 0 0 0 0 79 324 118 439 763 22:45 0 0 0 0 39 194 25 91 285 11:00 0 0 95 106 23:00 0 0 39 21 11:15 0 0 97 111 23:15 0 0 30 14 11:30 0 0 108 120 23:30 0 0 29 11 11:45 0 0 0 0 127 426 119 455 881 23:45 0 0 0 0 17 115 8 53 168 Total Vol.1934 4944 6877 6881 3704 10585 NB SB Combined 8815 8647 17462 Split %28.1% 71.9%39.4%65.0% 35.0%60.6% Peak Hour 11:45 07:00 07:15 16:45 12:30 16:30 Volume 500 1203 1481 1301 496 1733 P.H.F.0.96 0.92 0.91 0.92 0.93 0.92 11-1093-031Project# Cannon Rd. btwn. El Camino Real & College Blvd. Tuesday, July 12, 2011 Wednesday, July 13, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,12End Time Tue01:00 7602:00 5003:00 3104:00 4705:00 20506:00 43607:00 87108:00 142109:00 120910:00 84511:00 76312:00 88213:00 93314:00 94515:00 103916:00 123417:00 152418:00 164119:00 102820:00 67121:00 53022:00 39823:00 27724:00 157Total 17213* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween El Camino Real and College BoulevardJuly 12, 2011Cannon Road Between El Camino Real and College Boulevard765031472054368711421120984576388293394510391234152416411028671530398277157025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,13End Time Wed01:00 8402:00 6403:00 3104:00 5405:00 20706:00 43207:00 88008:00 146909:00 119510:00 86111:00 76212:00 87913:00 98814:00 98915:00 103216:00 133117:00 156818:00 172719:00 106020:00 69221:00 54622:00 38923:00 29224:00 178Total 17710* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween El Camino Real and College BoulevardJuly 13, 2011Cannon Road Between El Camino Real and College Boulevard846431542074328801469119586176287998898910321331156817271060692546389292178025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 32 Location: College Boulevard Between Tamarack Avenue (N) and N. City Limits Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 24 15 12:00 173 176 00:15 25 20 12:15 216 180 00:30 12 14 12:30 177 187 00:45 10 71 8 57 128 12:45 179 745 201 744 1489 01:00 5 10 13:00 181 170 01:15 8 13 13:15 152 198 01:30 11 7 13:30 186 188 01:45 11 35 8 38 73 13:45 179 698 171 727 1425 02:00 9 6 14:00 181 163 02:15 6 6 14:15 184 175 02:30 7 3 14:30 210 179 02:45 9 31 8 23 54 14:45 258 833 179 696 1529 03:00 8 6 15:00 222 180 03:15 4 10 15:15 235 178 03:30 7 9 15:30 237 186 03:45 7261641 67 15:45 323 1017 163 707 1724 04:00 6 16 16:00 289 193 04:15 14 33 16:15 361 203 04:30 7 48 16:30 261 193 04:45 9 36 83 180 216 16:45 370 1281 195 784 2065 05:00 19 31 17:00 340 207 05:15 20 46 17:15 384 208 05:30 29 107 17:30 306 219 05:45 52 120 188 372 492 17:45 342 1372 218 852 2224 06:00 43 111 18:00 246 188 06:15 61 119 18:15 236 197 06:30 76 193 18:30 205 194 06:45 103 283 270 693 976 18:45 170 857 190 769 1626 07:00 107 226 19:00 152 154 07:15 127 283 19:15 139 135 07:30 129 302 19:30 150 134 07:45 192 555 287 1098 1653 19:45 148 589 126 549 1138 08:00 164 239 20:00 137 135 08:15 170 252 20:15 120 118 08:30 149 213 20:30 119 106 08:45 153 636 218 922 1558 20:45 103 479 98 457 936 09:00 153 189 21:00 119 102 09:15 133 167 21:15 91 87 09:30 124 168 21:30 69 81 09:45 142 552 161 685 1237 21:45 64 343 71 341 684 10:00 140 153 22:00 54 54 10:15 134 120 22:15 52 74 10:30 160 167 22:30 41 46 10:45 159 593 171 611 1204 22:45 59 206 48 222 428 11:00 173 166 23:00 41 28 11:15 140 163 23:15 39 32 11:30 152 197 23:30 27 20 11:45 168 633 202 728 1361 23:45 33 140 26 106 246 Total Vol.3571 5448 9019 8560 6954 15514 NB SB EB WB Combined 12131 12402 24533 Split %39.6%60.4%36.8%55.2% 44.8%63.2% Peak Hour 11:45 07:15 07:30 16:45 17:00 16:45 Volume 734 1111 1735 1400 852 2229 P.H.F.0.85 0.92 0.91 0.91 0.97 0.94 PM Project#Tuesday, July 12, 2011 AM Daily Totals 11-1093-032 College Blvd. btwn. Tamarack Ave. (N) & N. City Limits DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 18 21 12:00 200 197 00:15 27 11 12:15 206 203 00:30 13 11 12:30 168 218 00:45 13 71 12 55 126 12:45 167 741 202 820 1561 01:00 9 12 13:00 163 191 01:15 12 8 13:15 192 191 01:30 14 5 13:30 177 162 01:45 15 50 11 36 86 13:45 187 719 176 720 1439 02:00 15 2 14:00 198 201 02:15 8 8 14:15 184 158 02:30 6 4 14:30 184 188 02:45 4 33 7 21 54 14:45 264 830 174 721 1551 03:00 7 6 15:00 233 196 03:15 5 7 15:15 260 191 03:30 7 14 15:30 231 188 03:45 8271542 69 15:45 326 1050 204 779 1829 04:00 8 17 16:00 309 215 04:15 6 36 16:15 354 186 04:30 15 40 16:30 321 204 04:45 13 42 77 170 212 16:45 365 1349 218 823 2172 05:00 22 35 17:00 330 207 05:15 24 51 17:15 400 209 05:30 38 109 17:30 384 196 05:45 54 138 160 355 493 17:45 319 1433 203 815 2248 06:00 45 109 18:00 287 198 06:15 67 143 18:15 228 173 06:30 70 194 18:30 207 189 06:45 97 279 279 725 1004 18:45 210 932 162 722 1654 07:00 105 259 19:00 174 162 07:15 115 277 19:15 171 126 07:30 160 289 19:30 162 134 07:45 152 532 311 1136 1668 19:45 153 660 113 535 1195 08:00 178 259 20:00 144 149 08:15 182 220 20:15 115 113 08:30 146 222 20:30 121 119 08:45 163 669 219 920 1589 20:45 107 487 118 499 986 09:00 137 169 21:00 76 113 09:15 140 164 21:15 78 95 09:30 141 152 21:30 65 94 09:45 142 560 169 654 1214 21:45 73 292 88 390 682 10:00 141 160 22:00 64 65 10:15 163 169 22:15 63 54 10:30 143 175 22:30 53 58 10:45 143 590 143 647 1237 22:45 52 232 52 229 461 11:00 164 148 23:00 41 38 11:15 155 143 23:15 52 27 11:30 172 171 23:30 32 27 11:45 168 659 182 644 1303 23:45 23 148 24 116 264 Total Vol.3650 5405 9055 8873 7169 16042 NB SB EB WB Combined 12523 12574 25097 Split %40.3%59.7%36.1%55.3% 44.7%63.9% Peak Hour 11:30 07:00 07:30 16:45 16:30 16:45 Volume 746 1136 1751 1479 838 2309 P.H.F.0.91 0.91 0.95 0.92 0.96 0.95 AM PM Project# College Blvd. btwn. Tamarack Ave. (N) & N. City Limits Wednesday, July 13, 2011 11-1093-032 Daily Totals DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 21 18 0 0 12:00 187 187 0 0 00:15 26 16 0 0 12:15 211 192 0 0 00:30 13 13 0 0 12:30 173 203 0 0 00:45 12 71 10 56 0 0 0 0 127 12:45 173 743 202 782 0 0 0 0 1525 01:00 7 11 0 0 13:00 172 181 0 0 01:15 10 11 0 0 13:15 172 195 0 0 01:30 13 6 0 0 13:30 182 175 0 0 01:45 13 43 10 37 0 0 0 0 80 13:45 183 709 174 724 0 0 0 0 1432 02:00 12 4 0 0 14:00 190 182 0 0 02:15 7 7 0 0 14:15 184 167 0 0 02:30 7 4 0 0 14:30 197 184 0 0 02:45 7 32 8 22 0 0 0 0 54 14:45 261 832 177 709 0 0 0 0 1540 03:00 8 6 0 0 15:00 228 188 0 0 03:15 5 9 0 0 15:15 248 185 0 0 03:30 7 12 0 0 15:30 234 187 0 0 03:45 8271642 0 000 68 15:45 325 1034 184 743 0 0 0 0 1777 04:00 7 17 0 0 16:00 299 204 0 0 04:15 10 35 0 0 16:15 358 195 0 0 04:30 11 44 0 0 16:30 291 199 0 0 04:45 11 39 80 175 0 0 0 0 214 16:45 368 1315 207 804 0 0 0 0 2119 05:00 21 33 0 0 17:00 335 207 0 0 05:15 22 49 0 0 17:15 392 209 0 0 05:30 34 108 0 0 17:30 345 208 0 0 05:45 53 129 174 364 0 0 0 0 493 17:45 331 1403 211 834 0 0 0 0 2236 06:00 44 110 0 0 18:00 267 193 0 0 06:15 64 131 0 0 18:15 232 185 0 0 06:30 73 194 0 0 18:30 206 192 0 0 06:45 100 281 275 709 0 0 0 0 990 18:45 190 895 176 746 0 0 0 0 1640 07:00 106 243 0 0 19:00 163 158 0 0 07:15 121 280 0 0 19:15 155 131 0 0 07:30 145 296 0 0 19:30 156 134 0 0 07:45 172 544 299 1117 0 0 0 0 1661 19:45 151 625 120 542 0 0 0 0 1167 08:00 171 249 0 0 20:00 141 142 0 0 08:15 176 236 0 0 20:15 118 116 0 0 08:30 148 218 0 0 20:30 120 113 0 0 08:45 158 653 219 921 0 0 0 0 1574 20:45 105 483 108 478 0 0 0 0 961 09:00 145 179 0 0 21:00 98 108 0 0 09:15 137 166 0 0 21:15 85 91 0 0 09:30 133 160 0 0 21:30 67 88 0 0 09:45 142 556 165 670 0 0 0 0 1226 21:45 69 318 80 366 0 0 0 0 683 10:00 141 157 0 0 22:00 59 60 0 0 10:15 149 145 0 0 22:15 58 64 0 0 10:30 152 171 0 0 22:30 47 52 0 0 10:45 151 592 157 629 0 0 0 0 1221 22:45 56 219 50 226 0 0 0 0 445 11:00 169 157 0 0 23:00 41 33 0 0 11:15 148 153 0 0 23:15 46 30 0 0 11:30 162 184 0 0 23:30 30 24 0 0 11:45 168 646 192 686 0 0 0 0 1332 23:45 28 144 25 111 0 0 0 0 255 Total Vol.3611 5427 9037 8717 7062 15778 NB SB Combined 12327 12488 24815 Split %40.0%60.0%36.4%55.2% 44.8%63.6% Peak Hour 11:45 07:15 07:30 16:45 17:00 16:45 Volume 738 1124 1743 1440 834 2269 P.H.F.0.87 0.94 0.93 0.92 0.99 0.94 Daily Totals 2-DAY AVERAGE AM PM 11-1093-032Project# College Blvd. btwn. Tamarack Ave. (N) & N. City Limits Tuesday, July 12, 2011 Wednesday, July 13, 2011 Tuesday,12End Time Tue01:00 12802:00 7303:00 5404:00 6705:00 21606:00 49207:00 97608:00 165309:00 155810:00 123711:00 120412:00 136113:00 148914:00 142515:00 152916:00 172417:00 206518:00 222419:00 162620:00 113821:00 93622:00 68423:00 42824:00 246Total 24533* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Tamarack Avenue (North) and North City LimitsJuly 12, 2011College Boulevard Between Tamarack Avenue (North) andNorth City Limits1287354672164929761653155812371204136114891425152917242065222416261138936684428246025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,13End Time Wed01:00 12602:00 8603:00 5404:00 6905:00 21206:00 49307:00 100408:00 166809:00 158910:00 121411:00 123712:00 130313:00 156114:00 143915:00 155116:00 182917:00 217218:00 224819:00 165420:00 119521:00 98622:00 68223:00 46124:00 264Total 25097* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Tamarack Avenue (North) and North City LimitsJuly 13, 2011College Boulevard Between Tamarack Avenue (North) andNorth City Limits12686546921249310041668158912141237130315611439155118292172224816541195986682461264025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 33 Location: College Boulevard Between Palomar Airport Road and Aston Avenue Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 8 11 12:00 109 171 00:15 2 5 12:15 99 156 00:30 2 4 12:30 121 132 00:45 1 13 8 28 41 12:45 152 481 107 566 1047 01:00 4 6 13:00 138 105 01:15 2 3 13:15 154 110 01:30 1 1 13:30 104 114 01:45 07 515 22 13:45 124 520 120 449 969 02:00 2 3 14:00 89 77 02:15 2 3 14:15 101 90 02:30 2 2 14:30 90 122 02:45 17 08 15 14:45 83 363 105 394 757 03:00 1 1 15:00 68 135 03:15 3 1 15:15 71 115 03:30 2 2 15:30 61 141 03:45 17 15 12 15:45 68 268 121 512 780 04:00 2 4 16:00 93 199 04:15 10 13 16:15 86 173 04:30 10 4 16:30 91 187 04:45 25 47 11 32 79 16:45 91 361 179 738 1099 05:00 16 9 17:00 91 346 05:15 19 9 17:15 100 264 05:30 41 14 17:30 73 256 05:45 65 141 29 61 202 17:45 65 329 215 1081 1410 06:00 63 27 18:00 62 173 06:15 64 42 18:15 52 163 06:30 67 46 18:30 59 121 06:45 129 323 54 169 492 18:45 48 221 97 554 775 07:00 133 59 19:00 43 82 07:15 163 57 19:15 38 77 07:30 203 70 19:30 40 63 07:45 315 814 86 272 1086 19:45 37 158 62 284 442 08:00 249 70 20:00 32 51 08:15 259 79 20:15 37 57 08:30 248 79 20:30 30 41 08:45 194 950 80 308 1258 20:45 25 124 23 172 296 09:00 193 69 21:00 18 27 09:15 155 78 21:15 34 36 09:30 102 66 21:30 22 26 09:45 117 567 78 291 858 21:45 19 93 13 102 195 10:00 95 66 22:00 18 14 10:15 82 76 22:15 8 19 10:30 78 65 22:30 12 12 10:45 85 340 90 297 637 22:45 12 50 13 58 108 11:00 82 103 23:00 6 9 11:15 92 115 23:15 13 13 11:30 103 151 23:30 8 9 11:45 91 368 155 524 892 23:45 7 34 9 40 74 Total Vol.3584 2010 5594 3002 4950 7952 NB SB EB WB Combined 6586 6960 13546 Split %64.1%35.9%41.3%37.8% 62.2%58.7% Peak Hour 07:45 11:30 07:45 12:30 17:00 17:00 Volume 1071 633 1385 565 1081 1410 P.H.F.0.85 0.93 0.86 0.92 0.78 0.81 College Blvd. btwn. Palomar Airport Rd. & Aston Ave. DAY 1 PM Project#Tuesday, July 12, 2011 AM Daily Totals 11-1093-033 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 4 12 12:00 92 195 00:15 5 10 12:15 111 150 00:30 5 1 12:30 118 164 00:45 5 19 7 30 49 12:45 146 467 114 623 1090 01:00 2 4 13:00 146 124 01:15 3 6 13:15 137 111 01:30 1 4 13:30 133 107 01:45 17 519 26 13:45 116 532 104 446 978 02:00 0 3 14:00 108 86 02:15 0 1 14:15 78 82 02:30 4 2 14:30 70 114 02:45 48 06 14 14:45 94 350 115 397 747 03:00 0 3 15:00 80 152 03:15 3 3 15:15 73 126 03:30 3 2 15:30 75 170 03:45 5 11 4 12 23 15:45 83 311 147 595 906 04:00 2 3 16:00 80 197 04:15 6 11 16:15 98 176 04:30 10 6 16:30 97 241 04:45 21 39 10 30 69 16:45 85 360 177 791 1151 05:00 13 13 17:00 110 296 05:15 18 14 17:15 114 276 05:30 48 17 17:30 64 252 05:45 69 148 24 68 216 17:45 59 347 198 1022 1369 06:00 55 22 18:00 56 179 06:15 48 31 18:15 46 164 06:30 82 42 18:30 78 115 06:45 120 305 68 163 468 18:45 48 228 104 562 790 07:00 140 48 19:00 41 87 07:15 158 56 19:15 37 89 07:30 202 66 19:30 45 54 07:45 306 806 79 249 1055 19:45 39 162 50 280 442 08:00 239 77 20:00 31 40 08:15 264 79 20:15 31 40 08:30 273 75 20:30 31 28 08:45 186 962 71 302 1264 20:45 39 132 28 136 268 09:00 212 97 21:00 28 24 09:15 150 77 21:15 23 28 09:30 109 70 21:30 31 12 09:45 134 605 71 315 920 21:45 19 101 23 87 188 10:00 79 57 22:00 21 19 10:15 93 86 22:15 15 17 10:30 83 95 22:30 12 10 10:45 92 347 82 320 667 22:45 13 61 13 59 120 11:00 88 104 23:00 8 11 11:15 80 107 23:15 6 12 11:30 70 135 23:30 5 9 11:45 94 332 162 508 840 23:45 7 26 5 37 63 Total Vol.3589 2022 5611 3077 5035 8112 NB SB EB WB Combined 6666 7057 13723 Split %64.0%36.0%40.9%37.9% 62.1%59.1% Peak Hour 07:45 11:45 07:45 12:45 17:00 16:30 Volume 1082 671 1392 562 1022 1396 P.H.F.0.88 0.86 0.90 0.96 0.86 0.86 DAY 2 AM PM Project# College Blvd. btwn. Palomar Airport Rd. & Aston Ave. Wednesday, July 13, 2011 11-1093-033 Daily Totals Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 6 12 0 0 12:00 101 183 0 0 00:15 4 8 0 0 12:15 105 153 0 0 00:30 4 3 0 0 12:30 120 148 0 0 00:45 3 16 8 29 0 0 0 0 45 12:45 149 474 111 595 0 0 0 0 1069 01:00 3 5 0 0 13:00 142 115 0 0 01:15 3 5 0 0 13:15 146 111 0 0 01:30 1 3 0 0 13:30 119 111 0 0 01:45 1 7 5 17 0 0 0 0 24 13:45 120 526 112 448 0 0 0 0 974 02:00 1 3 0 0 14:00 99 82 0 0 02:15 1 2 0 0 14:15 90 86 0 0 02:30 3 2 0 0 14:30 80 118 0 0 02:45 3807 0 000 15 14:45 89 357 110 396 0 0 0 0 752 03:00 1 2 0 0 15:00 74 144 0 0 03:15 3 2 0 0 15:15 72 121 0 0 03:30 3 2 0 0 15:30 68 156 0 0 03:45 3939 0 000 18 15:45 76 290 134 554 0 0 0 0 843 04:00 2 4 0 0 16:00 87 198 0 0 04:15 8 12 0 0 16:15 92 175 0 0 04:30 10 5 0 0 16:30 94 214 0 0 04:45 23 43 11 31 0 0 0 0 74 16:45 88 361 178 765 0 0 0 0 1125 05:00 15 11 0 0 17:00 101 321 0 0 05:15 19 12 0 0 17:15 107 270 0 0 05:30 45 16 0 0 17:30 69 254 0 0 05:45 67 145 27 65 0 0 0 0 209 17:45 62 338 207 1052 0 0 0 0 1390 06:00 59 25 0 0 18:00 59 176 0 0 06:15 56 37 0 0 18:15 49 164 0 0 06:30 75 44 0 0 18:30 69 118 0 0 06:45 125 314 61 166 0 0 0 0 480 18:45 48 225 101 558 0 0 0 0 783 07:00 137 54 0 0 19:00 42 85 0 0 07:15 161 57 0 0 19:15 38 83 0 0 07:30 203 68 0 0 19:30 43 59 0 0 07:45 311 810 83 261 0 0 0 0 1071 19:45 38 160 56 282 0 0 0 0 442 08:00 244 74 0 0 20:00 32 46 0 0 08:15 262 79 0 0 20:15 34 49 0 0 08:30 261 77 0 0 20:30 31 35 0 0 08:45 190 956 76 305 0 0 0 0 1261 20:45 32 128 26 154 0 0 0 0 282 09:00 203 83 0 0 21:00 23 26 0 0 09:15 153 78 0 0 21:15 29 32 0 0 09:30 106 68 0 0 21:30 27 19 0 0 09:45 126 586 75 303 0 0 0 0 889 21:45 19 97 18 95 0 0 0 0 192 10:00 87 62 0 0 22:00 20 17 0 0 10:15 88 81 0 0 22:15 12 18 0 0 10:30 81 80 0 0 22:30 12 11 0 0 10:45 89 344 86 309 0 0 0 0 652 22:45 13 56 13 59 0 0 0 0 114 11:00 85 104 0 0 23:00 7 10 0 0 11:15 86 111 0 0 23:15 10 13 0 0 11:30 87 143 0 0 23:30 7 9 0 0 11:45 93 350 159 516 0 0 0 0 866 23:45 7307390000 69 Total Vol.3587 2016 5603 3040 4993 8032 NB SB Combined 6626 7009 13635 Split %64.0%36.0%41.1%37.8% 62.2%58.9% Peak Hour 07:45 11:45 07:45 12:30 17:00 17:00 Volume 1077 643 1389 556 1052 1390 P.H.F.0.87 0.88 0.88 0.93 0.82 0.82 11-1093-033Project# College Blvd. btwn. Palomar Airport Rd. & Aston Ave. Tuesday, July 12, 2011 Wednesday, July 13, 2011 AM PM Daily Totals 2-DAY AVERAGE Tuesday,12End Time Tue01:00 4102:00 2203:00 1504:00 1205:00 7906:00 20207:00 49208:00 108609:00 125810:00 85811:00 63712:00 89213:00 104714:00 96915:00 75716:00 78017:00 109918:00 141019:00 77520:00 44221:00 29622:00 19523:00 10824:00 74Total 13546* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Palomar Airport Road and Aston AvenueJuly 12, 2011College Boulevard Between Palomar Airport Road and AstonAvenue412215127920249210861258858637892104796975778010991410775442296195108740250500750100012501500175001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,13End Time Wed01:00 4902:00 2603:00 1404:00 2305:00 6906:00 21607:00 46808:00 105509:00 126410:00 92011:00 66712:00 84013:00 109014:00 97815:00 74716:00 90617:00 115118:00 136919:00 79020:00 44221:00 26822:00 18823:00 12024:00 63Total 13723* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Palomar Airport Road and Aston AvenueJuly 13, 2011College Boulevard Between Palomar Airport Road and AstonAvenue492614236921646810551264920667840109097874790611511369790442268188120630250500750100012501500175001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00 CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2011SUMMER 2011SUMMER 2011SUMMER 2011 MID-BLOCK COUNT SUMMARY Number: 34 Location: Alga Road Between Corintia Street and El Fuerte Street Page Contents: 15 Minute Volume Report Day 1 1 15 Minute Volume Report Day 2 2 15 Minute Volume Report 2-Day Average 3 24-Hour Volume Plot Day 1 4 24-Hour Volume Plot Day 2 5 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 9 1 12:00 92 75 00:15 2 6 12:15 87 79 00:30 1 3 12:30 99 92 00:45 2 14 7 17 31 12:45 84 362 87 333 695 01:00 2 9 13:00 72 74 01:15 1 2 13:15 88 66 01:30 3 1 13:30 91 88 01:45 28 113 21 13:45 82 333 82 310 643 02:00 2 3 14:00 76 79 02:15 1 9 14:15 83 92 02:30 1 7 14:30 87 81 02:45 04 423 27 14:45 75 321 103 355 676 03:00 0 1 15:00 63 98 03:15 2 0 15:15 72 101 03:30 2 0 15:30 69 111 03:45 15 12 7 15:45 81 285 109 419 704 04:00 3 1 16:00 82 128 04:15 5 3 16:15 77 122 04:30 9 6 16:30 98 134 04:45 11 28 9 19 47 16:45 91 348 127 511 859 05:00 13 12 17:00 99 145 05:15 19 6 17:15 103 178 05:30 22 10 17:30 112 132 05:45 34 88 19 47 135 17:45 102 416 144 599 1015 06:00 22 20 18:00 78 137 06:15 45 23 18:15 73 151 06:30 69 37 18:30 84 113 06:45 87 223 41 121 344 18:45 66 301 100 501 802 07:00 72 58 19:00 75 98 07:15 97 49 19:15 56 93 07:30 123 52 19:30 52 78 07:45 134 426 39 198 624 19:45 43 226 82 351 577 08:00 101 56 20:00 39 69 08:15 110 78 20:15 34 76 08:30 98 65 20:30 28 59 08:45 109 418 71 270 688 20:45 41 142 45 249 391 09:00 92 77 21:00 33 41 09:15 100 79 21:15 29 55 09:30 87 91 21:30 23 39 09:45 96 375 84 331 706 21:45 31 116 31 166 282 10:00 92 76 22:00 22 52 10:15 89 71 22:15 19 22 10:30 78 68 22:30 12 29 10:45 76 335 72 287 622 22:45 11 64 25 128 192 11:00 69 69 23:00 9 31 11:15 71 77 23:15 10 19 11:30 59 72 23:30 8 12 11:45 82 281 68 286 567 23:45 6 33 19 81 114 Total Vol.2205 1614 3819 2947 4003 6950 NB SB EB WB Combined 5152 5617 10769 Split %57.7% 42.3%35.5%42.4% 57.6%64.5% Peak Hour 07:30 09:00 08:45 17:00 17:00 17:00 Volume 468 331 706 416 599 1015 P.H.F.0.87 0.91 0.98 0.93 0.84 0.90 PM Project#Tuesday, August 02, 2011 AM Daily Totals 11-1093-034 Alga Rd. btwn. Corintia St. & El Fuerte St. DAY 1 Volumes for:City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 10 18 12:00 98 78 00:15 11 9 12:15 81 76 00:30 7 11 12:30 79 95 00:45 5 33 2 40 73 12:45 88 346 99 348 694 01:00 2 3 13:00 75 78 01:15 2 4 13:15 69 81 01:30 1 5 13:30 77 96 01:45 05 618 23 13:45 98 319 78 333 652 02:00 0 7 14:00 74 88 02:15 1 3 14:15 78 103 02:30 2 1 14:30 81 101 02:45 36 112 18 14:45 77 310 108 400 710 03:00 1 0 15:00 96 104 03:15 1 0 15:15 62 103 03:30 6 1 15:30 77 119 03:45 210 2 3 13 15:45 74 309 127 453 762 04:00 1 2 16:00 77 132 04:15 4 2 16:15 98 135 04:30 9 1 16:30 79 122 04:45 12 26 5 10 36 16:45 78 332 139 528 860 05:00 11 7 17:00 103 152 05:15 15 11 17:15 111 163 05:30 23 17 17:30 119 138 05:45 38 87 16 51 138 17:45 87 420 149 602 1022 06:00 41 12 18:00 77 131 06:15 52 19 18:15 79 127 06:30 67 22 18:30 74 110 06:45 83 243 34 87 330 18:45 77 307 121 489 796 07:00 99 29 19:00 82 104 07:15 92 33 19:15 61 93 07:30 87 54 19:30 55 87 07:45 102 380 59 175 555 19:45 43 241 88 372 613 08:00 116 41 20:00 52 78 08:15 102 66 20:15 55 69 08:30 109 65 20:30 41 52 08:45 106 433 78 250 683 20:45 23 171 55 254 425 09:00 98 98 21:00 38 72 09:15 105 61 21:15 32 58 09:30 78 55 21:30 29 43 09:45 97 378 69 283 661 21:45 21 120 39 212 332 10:00 81 78 22:00 28 22 10:15 90 56 22:15 19 41 10:30 65 71 22:30 12 37 10:45 78 314 77 282 596 22:45 14 73 22 122 195 11:00 81 87 23:00 11 19 11:15 70 97 23:15 9 18 11:30 83 68 23:30 8 21 11:45 77 311 81 333 644 23:45 7 35 19 77 112 Total Vol.2226 1544 3770 2983 4190 7173 NB SB EB WB Combined 5209 5734 10943 Split %59.0% 41.0%34.5%41.6% 58.4%65.5% Peak Hour 08:00 11:00 08:15 17:00 17:00 17:00 Volume 433 333 722 420 602 1022 P.H.F.0.93 0.86 0.92 0.88 0.92 0.93 AM PM Project#Wednesday, August 03, 2011 11-1093-034 Daily Totals Alga Rd. btwn. Corintia St. & El Fuerte St. DAY 2 Volumes for:&City:Carlsbad Location : AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 0 10 10 12:00 0 0 95 77 00:15 0 0 7 8 12:15 0 0 84 78 00:30 0 0 4 7 12:30 0 0 89 94 00:45 0000 42452952 12:45 0 0 0 0 86 354 93 341 695 01:00 0 0 2 6 13:00 0 0 74 76 01:15 0 0 2 3 13:15 0 0 79 74 01:30 0 0 2 3 13:30 0 0 84 92 01:45 0000 1 741622 13:45 0 0 0 0 90 326 80 322 648 02:00 0 0 1 5 14:00 0 0 75 84 02:15 0 0 1 6 14:15 0 0 81 98 02:30 0 0 2 4 14:30 0 0 84 91 02:45 0000 2 531823 14:45 0 0 0 0 76 316 106 378 693 03:00 0 0 1 1 15:00 0 0 80 101 03:15 0 0 2 0 15:15 0 0 67 102 03:30 0 0 4 1 15:30 0 0 73 115 03:45 0000 2 823 10 15:45 0 0 0 0 78 297 118 436 733 04:00 0 0 2 2 16:00 0 0 80 130 04:15 0 0 5 3 16:15 0 0 88 129 04:30 0 0 9 4 16:30 0 0 89 128 04:45 0 0 0 0 12 27 7 15 42 16:45 0 0 0 0 85 340 133 520 860 05:00 0 0 12 10 17:00 0 0 101 149 05:15 0 0 17 9 17:15 0 0 107 171 05:30 0 0 23 14 17:30 0 0 116 135 05:45 0 0 0 0 36 881849 137 17:45 0 0 0 0 95 418 147 601 1019 06:00 0 0 32 16 18:00 0 0 78 134 06:15 0 0 49 21 18:15 0 0 76 139 06:30 0 0 68 30 18:30 0 0 79 112 06:45 0 0 0 0 85 233 38 104 337 18:45 0 0 0 0 72 304 111 495 799 07:00 0 0 86 44 19:00 0 0 79 101 07:15 0 0 95 41 19:15 0 0 59 93 07:30 0 0 105 53 19:30 0 0 54 83 07:45 0 0 0 0 118 403 49 187 590 19:45 0 0 0 0 43 234 85 362 595 08:00 0 0 109 49 20:00 0 0 46 74 08:15 0 0 106 72 20:15 0 0 45 73 08:30 0 0 104 65 20:30 0 0 35 56 08:45 0 0 0 0 108 426 75 260 686 20:45 0 0 0 0 32 157 50 252 408 09:00 0 0 95 88 21:00 0 0 36 57 09:15 0 0 103 70 21:15 0 0 31 57 09:30 0 0 83 73 21:30 0 0 26 41 09:45 0 0 0 0 97 377 77 307 684 21:45 0 0 0 0 26 118 35 189 307 10:00 0 0 87 77 22:00 0 0 25 37 10:15 0 0 90 64 22:15 0 0 19 32 10:30 0 0 72 70 22:30 0 0 12 33 10:45 0 0 0 0 77 325 75 285 609 22:45 0 0 0 0 13 69 24 125 194 11:00 0 0 75 78 23:00 0 0 10 25 11:15 0 0 71 87 23:15 0 0 10 19 11:30 0 0 71 70 23:30 0 0 8 17 11:45 0 0 0 0 80 296 75 310 606 23:45 00007341979 113 Total Vol.2216 1579 3795 2965 4097 7062 NB SB Combined 5181 5676 10856 Split %58.4% 41.6%35.0%42.0% 58.0%65.0% Peak Hour 07:30 11:45 08:15 17:00 17:00 17:00 Volume 438 322 711 418 601 1019 P.H.F.0.93 0.86 0.97 0.90 0.88 0.92 Daily Totals 2-DAY AVERAGE AM PM 11-1093-034Project# Alga Rd. btwn. Corintia St. & El Fuerte St. Tuesday, August 02, 2011 Wednesday, August 03, 2011 Tuesday,02End Time Tue01:00 3102:00 2103:00 2704:00 705:00 4706:00 13507:00 34408:00 62409:00 68810:00 70611:00 62212:00 56713:00 69514:00 64315:00 67616:00 70417:00 85918:00 101519:00 80220:00 57721:00 39122:00 28223:00 19224:00 114Total 10769* - Volumes represent combined totals of both directions.24-Hour Volume PlotAlga RoadBetween Corintia Street and El Fuerte StreetAugust 2, 2011Alga Road Between Corintia Street and El Fuerte Street312127747135344624688706622567695643676704859101580257739128219211402505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,03End Time Wed01:00 7302:00 2303:00 1804:00 1305:00 3606:00 13807:00 33008:00 55509:00 68310:00 66111:00 59612:00 64413:00 69414:00 65215:00 71016:00 76217:00 86018:00 102219:00 79620:00 61321:00 42522:00 33223:00 19524:00 112Total 10943* - Volumes represent combined totals of both directions.24-Hour Volume PlotAlga RoadBetween Corintia Street and El Fuerte StreetAugust 3, 2011Alga Road Between Corintia Street and El Fuerte Street 7323181336138330555683661596644694652710762860102279661342533219511202505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00