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HomeMy WebLinkAbout; 2009 Traffic Monitoring Program Carlsbad; 2009 Traffic Monitoring Program Carlsbad; 2009-10-13 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 2009 Mid-Block Link Levels of Service .............................................................2-2 3-1 Intersection Location Map .................................................................................3-2 3-2 2009 AM Peak Hour – Intersection Levels of Service......................................3-8 3-3 2009 PM Peak Hour – Intersection Levels of Service ......................................3-9 LIST OF TABLES Page 2-1 Mid-Block Link Levels of Service Analysis Summary ....................................2-3 3-1 Intersection Capacity Utilization Analysis Summary......................................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-first year's results of the Growth Management Plan Traffic Monitoring Program for the City of Carlsbad. The City of Carlsbad identified sixty-seven (67) key intersections and thirty-four (34) key mid-block link locations for analysis. Similar efforts occurred for years 1989-2008 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. 1-3 ANNUAL REPORT ORGANIZATION Rick Engineering Company collected data during the Summer of 2009 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 2009 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-seven (67) 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 2009 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 2009 levels of service during the peak hour. Table 2-1 summarizes and compares the Summer 2009 mid-block link analysis with data from 2005, 2006, 2007 and 2008. Based on the results of the mid-block link analysis, all locations operated at LOS A for the Summer 2009 count program. There were no locations identified as operating at LOS B, C, D, E or F. The volumes along Palomar Airport Road east of El Camino Real have continue to show a decrease due to the openings of the northerly extension of Melrose Drive at the intersection of Palomar Airport Road, which was completed shortly after the traffic counts were conducted for the 2006 count season and the recent extension of Faraday Avenue from Orion Way to Melrose Drive. A decrease of about 5% from the previous year was calculated. The volumes along Carlsbad Boulevard showed an increase from the previous year (about 7%). Location NumberSegment Segment Location ADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOS1Palomar Airport Road Paseo Del Norte and Armada Drive51,285 A 53,378 A 53,175 A 49,570 A 48,758 A2Palomar Airport Road Yarrow Drive and El Camino Real32,154 A 32,960 A 33,820 A 33,523 A 30,786 A3Palomar Airport Road El Camino Real and Loker Ave. W./Innovation Wy.49,907 A 51,673 A 52,739 A 43,920 A 44,742 A4Palomar Airport Road El Fuerte Street and Melrose Drive---- ---- ---- ---- ---- ---- 42,287 A 40,819 A5Palomar Airport Road Melrose Drive and Paseo Valindo/Eagle Drive52,792 C 49,245 A 36,290 A 33,875 A 30,267 A6El Camino Real Plaza Drive and Marron Road 36,540 A 30,832 A 31,375 A 26,713 A 26,401 A7El Camino Real Tamarack Avenue and Kelly Drive27,031 A 25,178 A 25,509 A 23,717 A 22,817 A8El Camino Real Faraday Avenue and Palomar Airport Road36,694 A 36,712 A 38,417 A 37,735 A 27,205 A9El Camino Real Camino Vida Roble and Cassia Road32,038 A 29,801 A 30,375 A 28,048 A 28,089 A10El Camino Real Arenal Road and Costa Del Mar Road47,753 A 47,091 A 50,905 C 43,213 A 44,112 A11El Camino Real La Costa Avenue and Levante Street37,279 A 36,097 A 39,105 A 31,933 A 33,325 A12El Camino Real Levante Street and Calle Barcelona36,340 A 36,413 A 39,367 A 31,275 A 31,399 A13Melrose Drive Lionshead Avenue and Palomar Airport Road---- ---- ---- ---- 25,995 A 22,637 A 22,794 A14Melrose Drive Palomar Airport Road and Rancho Bravado12,520 A 12,102 A 17,742 A 16,969 A 16,493 A15Melrose Drive Alga Road and Corintia Street---- ---- 16,476 A 20,880 A 18,667 A 18,822 A16Carlsbad Boulevard Mountain View Drive and State Steet15,669 A 14,868 A 13,985 A 12,065 A 13,334 A17Carlsbad Boulevard Cannon Road and Cerezo Drive19,780 B 19,034 A 18,163 A 15,485 A 16,378 A18Carlsbad Boulevard Poinsettia Lane and Island Way18,808 A 17,267 A 16,114 A 12,949 A 14,294 A19Carlsbad Boulevard Avenida Encinas and La Costa Avenue24,683 A 18,126 A 19,474 A 17,905 A 18,246 A20La Costa Avenue Saxony Road and Piraeus Street31,777 A 32,578 A 33,245 A 32,254 A 33,475 A21La Costa Avenue Cadencia Street and Romeria Street11,750 A 12,061 A 12,492 A 11,819 A 12,370 A22Rancho Santa Fe Road La Costa Meadows Drive and San Elijo Road30,853 C 30,516 A 34,674 A 31,222 A 25,313 A23Rancho Santa Fe Road Avenida Soledad and Camino Junipero35,763 A 36,589 A 39,947 A 35,754 A 35,678 A24Rancho Santa Fe Road Olivenhain Road and Calle Acervo/Avenida La Posta17,517 A 16,739 A 17,028 A 17,445 A 17,458 A25Carlsbad Village Drive Victoria Avenue and Pontiac Drive5,977 A 5,866 A 6,168 A 5,665 A 5,637 A26Poinsettia Lane Paseo Del Norte and Batiquitos Drive25,057 A 26,127 A 26,623 A 24,650 A 25,837 A27Tamarack Avenue El Camino Real and La Portalada Drive8,093 A 7,831 A 8,453 A 8,428 A 7,906 A28Paseo Del Norte Camino Del Parque (North) and Palomar Airport Road9,411 A 9,226 A 8,791 A 8,125 A 7,975 A29Paseo Del NortePalomar Airport Road and Car Country Drive10,477 A 10,689 A 10,246 A 9,473 A 8,780 A30Cannon RoadPaseo Del Norte and Car Country Drive24,071 A 25,052 A 22,778 A 21,709 A 23,284 A31Cannon RoadEl Camino Real and College Boulevard18,905 D 19,986 D 19,396 D 16,586 B 16,553 A32College Boulevard Tamarack Avenue (North) and North City Limits25,609 A 27,381 A 25,690 A 23,740 A 24,475 A33College Boulevard Palomar Airport Road and Aston Avenue13,761 A 14,484 A 13,718 A 13,810 A 13,992 A34Alga RoadCorintia Street and El Fuerte Street12,784 A ---- ---- 11,482 A 10,632 A 10,216 ASummer 2009Table 2-1Summer 2008CITY OF CARLSBADMID-BLOCK LINK LEVELS OF SERVICEANALYSIS SUMMARYSummer 2006 Summer 2007Summer 2005 2-4 Cannon Road between El Camino Real and College Boulevard was restriped from one lane in each direction in previous years to two lanes in 2009. This modification resulted in an improved LOS from LOS B to LOS A. Thirty-four (34) of the mid-block link locations for this 2009 report were previously analyzed in the 2008 report. Of these thirty-four (34) locations, sixteen (16) link count stations experienced a decrease in ADT from the previous count period. The decreases ranged from less than one (1) percent to twenty- eight (28) percent with an average decrease of six (6) percent. The mid-block link at El Camino Real between Faraday Avenue and Palomar Airport Road showed the decrease of twenty-eight (28) percent due to construction related impacts during the period when this midblock was counted. The other eighteen (18) link count stations experienced an increase from the previous years counts. The increases ranged from less than one (1) percent to almost eleven (11) percent, with an average increase of about four (4) percent. Based on the thirty-four (34) comparative locations, overall traffic volumes have decreased by about five (5) percent during the last year. The following are 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 Way to Melrose Drive opened to traffic in October 2007. These extension projects now 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. The following is a list of midblock locations, which experienced decreases fifteen (15) percent or higher. 2-5 Location Segment % decrease from year 2008 8 El Camino Real: Faraday Avenue to Palomar Airport Road -28% 22 Rancho Santa Fe Road: La Costa Meadows Dr. to San Elijo Road -19% Due to the overall decrease in traffic volumes, 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 2005 to present was conducted. Twenty-six (26) of the thirty-one (31) comparable locations have experienced a decrease, while five (5) have experienced an increase. These decreases ranged from less than one (1) percent to forty-two (42) percent, with the highest decreases occurring along Palomar Airport Road east of El Camino Real and El Camino Real north of Kelly Drive, experiencing an average decrease over the five (5) year period of more than forty-two (42) percent. The increases over the five-year period ranged from less than one (1) percent to thirty-two (32) percent, with the highest increase occurring along Melrose Drive between Palomar Airport Road and Rancho Bravado. 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 2009 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-seven (67) 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-seven (67) 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. 3-3 The 2009 intersection ICU was correlated to the level of service for the sixty-seven (67) 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 2009 Traffic Monitoring Program. The following observations were made during the course of the 2009 count program: • The Traffic Monitoring Program intersections along El Camino Real between State Route 78 and Cannon Road have continued to result in improved 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. Also, with traffic volumes down overall in the City of Carlsbad, it is reasonable to assume that less traffic is accessing State Route 78 in the northern portion of the City. 3-4 • 2009 is the first year that the intersections of Cannon Road and Faraday Avenue, Paseo del Norte and Car Country Drive were counted/analyzed as part of the Traffic Monitoring Program. • This is the third 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. After analyzing the results of the Summer 2009 count season, four (4) intersections were identified as operating at a low to high LOS D during the AM or PM peak hours (No intersections were calculated to operate at LOS E or F): Location # Intersection ICU LOS Period 6 El Camino Real and Cannon Road 0.88 D PM peak 17 El Camino Real and La Costa Avenue 0.84 D PM peak 30 Palomar Airport Road and Melrose Drive 0.82 D AM peak 63 I-5/Palomar Airport Road Northbound Ramps 0.81 D PM peak The ICU and LOS for the Summer count seasons of 2005 through 2009 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 four (4) intersections identified as operating at LOS D and LOS E are as follows: El Camino Real and Cannon Road (#6) This intersection is operating at a high LOS D and has operated at a mid to high LOS D since 2005 in the PM peak hour ranging from ICU ratio of 0.85 to 0.88, with the exception of 2008 where the ICU ratio was 0.72 at LOS C. This year’s ICU ratio increased in the PM to an ICU ratio of 0.88 LOS D during the PM peak hour. The primary reason for this year’s high LOS D is an increase in the northbound right turn volumes in the PM peak hour. With northbound right-turn volumes counted at over 1,000 vehicles per hour, a recommendation to consider is to modify the signal operations and phasing to provide for a northbound to eastbound right-turn overlap. This would improve the overall operations at this location during the PM peak hour. Westbound prohibition of U-turns would be required. El Camino Real and La Costa Avenue (#17) This intersection is operating at a mid LOS D. The ICU ratio has been increasing every year since 2005 during the PM peak hours ranging from 0.62 (LOS B) to 0.84 (LOS D). This year’s ICU ratio increased in the PM to an ICU ratio of 0.84 LOS D during the PM peak hour. The primary reason for this year’s 3-5 LOS D is an increase in the southbound right-turn movement during the PM peak hour. This movement should be continued to be monitored for significant increases (counted at over 800 vehicles per hour in 2009). A recommendation to consider is to modify the signal operations and phasing to provide for a southbound to westbound right-turn overlap. 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. Palomar Airport Road and Melrose Drive (#30) This intersection is currently operating at a high LOS D during the AM peak hour (ICU ratio of 0.82). This intersection has averaged operating between a mid LOS B and LOS C in the previous five years with the exception of the 2007 AM peak hour when it operated at a low LOS D of 0.82. This year’s ICU ratio increase during the AM peak hour is due to both the restriping of the southbound approach from two southbound right-turn lanes to a single southbound right-turn lane and the high traffic volumes for the southbound right-turn movement (over 850 vehicles per hour counted during the AM peak hour). This approach was restriped within the past year to accommodate a third southbound through lane at this intersection. The increase in the southbound right turn volumes during the AM peak hour, which contributed to the level of service determination, may have been the result of construction occurring in the vicinity of Faraday Avenue and El Camino Real. This construction activity during the study period may have led commuters from the Faraday Avenue corridor to the Palomar Airport Road corridor, resulting in an increase in the southbound right turn volumes at Melrose Drive and Palomar Airport Road. The southbound approach of this intersection (primarily the southbound right turn movement) should continue to be monitored for any significant degradation in intersection operations. If overall intersection operations begin to approach LOS E, it is recommended that the southbound approach be modified to add a second southbound right-turn lane. This would improve operations at this intersection to LOS B during the AM peak hour. I-5/Palomar Airport Road Northbound Ramps (#63) This intersection is operating at a low LOS D and has not operated above a low LOS C since the year 2006 in the PM peak hour with an ICU ratio of 0.73. This year’s ICU ratio increased in the PM to an ICU ratio of 0.81 LOS D during the PM peak hour. The primary reason for this year’s LOS D is an increase in the eastbound left-turn and conflicting westbound through volumes in the PM peak hour. It is recommend that these movements continue to be monitored for significant volume increases. Currently there are no immediate or future plans for Caltrans to improve this intersection/interchange. SUMMER 2005SUMMER 2006SUMMER 2007SUMMER 2008SUMMER 2009PEAK HOURPEAK HOURPEAK HOURPEAK HOURPEAK HOURAMPMAMPMAMPMAMPMAMPMCount #Count Intersection/LocationICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOS1 El Camino Real & Plaza Drive0.33 A 0.71 C 0.34 A 0.60 A0.35 A 0.65 B 0.34 A 0.65 B 0.30 A 0.61 B2 El Camino Real & Marron Road 0.38 A 0.52 A 0.35 A 0.53 A0.37 A 0.55 A 0.35 A 0.49 A 0.35 A 0.50 A3 El Camino Real & Hosp Way 0.38 A 0.43 A 0.37 A 0.45 A0.37 A 0.45 A 0.35 A 0.41 A 0.34 A 0.42 A4 El Camino Real & Carlsbad Village Drive 0.50 A 0.58 A 0.44 A 0.52 A0.49 A 0.63 B 0.44 A 0.57 A 0.42 A 0.55 A5 El Camino Real & Tamarack Avenue 0.75 C 0.58 A 0.69 B 0.58 A0.67 B 0.58 A 0.67 B 0.55 A 0.61 B 0.59 A6 El Camino Real & Cannon Road 0.68 B0.88 D0.65 B0.85 D0.66 B0.85 D0.59 A 0.72 C 0.62 B0.88 D7 El Camino Real & College Boulevard 0.61 B 0.58 A 0.61 B 0.58 A0.57 A 0.57 A 0.58 A 0.58 A 0.56 A 0.57 A8 El Camino Real & Faraday Avenue 0.68 B 0.77 C 0.69 B 0.73 C0.70 B 0.75 C 0.66 B 0.65 B 0.60 A 0.68 B9 El Camino Real & Palomar Airport Road 0.66 B0.82 D0.68 B0.81 D0.68 B 0.77 C 0.55 A 0.75 C 0.54 A 0.78 C10 El Camino Real & Town Garden Road 0.35 A 0.43 A 0.35 A 0.43 A0.38 A 0.46 A 0.39 A 0.41 A 0.39 A 0.47 A11 El Camino Real & Camino Vida Roble 0.41 A 0.55 A 0.40 A 0.62 B0.38 A 0.59 A 0.42 A 0.56 A 0.41 A 0.55 A12 El Camino Real & Cassia Road 0.53 A 0.53 A 0.52 A 0.51 A0.58 A 0.62 B 0.59 A 0.56 A 0.59 A 0.55 A13 El Camino Real & Poinsettia Lane ---- ---- ---- ---- 0.35 A 0.57 A0.40 A 0.56 A 0.34 A 0.54 A 0.38 A 0.54 A14 El Camino Real & Dove Lane 0.34 A 0.55 A 0.34 A 0.54 A0.38 A 0.59 A 0.37 A 0.59 A 0.36 A 0.59 A15 El Camino Real & Alga Road / Aviara Parkway 0.68 B0.81 D0.63 B 0.77 C0.75 C 0.72 C 0.55 A 0.73 C 0.68 B 0.76 C16 El Camino Real & Arenal Road 0.65 B 0.75 C 0.67 B 0.77 C0.63 B 0.73 C 0.62 B 0.73 C 0.63 B 0.71 C17 El Camino Real & La Costa Avenue 0.57 A 0.62 B 0.72 C 0.64 B0.70 B 0.74 C 0.63 B 0.77 C 0.78 C0.84 D18 El Camino Real & Levante Street 0.47 A 0.48 A 0.45 A 0.49 A0.44 A 0.50 A 0.39 A 0.50 A 0.41 A 0.52 A19 El Camino Real & Calle Barcelona 0.50 A 0.52 A 0.51 A 0.56 A0.52 A 0.58 A 0.46 A 0.62 B 0.48 A 0.60 A20 Palomar Airport Road & Avenida Encinas 0.52 A 0.75 C 0.55 A 0.72 C0.53 A 0.70 B 0.51 A 0.80 C 0.57 A 0.74 C21 Palomar Airport Road & Paseo del Norte 0.61 B 0.73 C 0.63 B 0.79 C0.60 A 0.72 C 0.59 A 0.67 B 0.60 A 0.70 B22 Palomar Airport Road & Armada Drive / Costco Entrance 0.50 A 0.71 C 0.51 A 0.73 C0.53 A 0.66 B 0.56 A 0.70 B 0.52 A 0.69 B23Palomar Airport Road & Hidden Valley Road/The Crossings Drive---- ---- ---- ---- 0.50 A 0.62 B0.54 A 0.57 A 0.52 A 0.65 B 0.53 A 0.67 B24 Palomar Airport Road & College Boulevard/Aviara Parkway 0.61 B 0.68 B 0.53 A 0.69 B0.62 B 0.70 B 0.59 A 0.72 C 0.54 A 0.72 C25 Palomar Airport Road & Palomar Oaks Way ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.44 A 0.52 A 0.40 A 0.44 A26 Palomar Airport Road & Camino Vida Roble 0.51 A 0.49 A 0.54 A 0.57 A0.53 A 0.53 A 0.52 A 0.53 A 0.49 A 0.54 A27 Palomar Airport Road & Yarrow Drive 0.45 A 0.52 A 0.47 A 0.49 A0.47 A 0.51 A 0.50 A 0.56 A 0.42 A 0.55 A28 Palomar Airport Road & Loker Avenue West/Innovation Way ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.75 C 0.68 B 0.66 B 0.76 C29 Palomar Airport Road & El Fuerte Street 0.76 C 0.64 B 0.78 C 0.67 B0.73 C 0.71 C 0.63 B 0.61 B 0.52 A 0.66 B30 Palomar Airport Road & Melrose Drive 0.54 A 0.73 C 0.65 B 0.75 C0.82 D0.71 C 0.68 B 0.68 B0.82 D0.64 B31 Palomar Airport Road & Paseo Valindo/Eagle Drive 0.59 A 0.67 B 0.67 B 0.67 B0.49 A 0.52 A 0.46 A 0.52 A 0.42 A 0.49 A32 Carlsbad Boulevard & Carlsbad Village Drive 0.37 A 0.61 B 0.38 A 0.57 A0.30 A 0.59 A 0.29 A 0.57 A 0.29 A 0.56 A33 Carlsbad Boulevard & Tamarack Avenue 0.45 A 0.56 A 0.43 A 0.61 B0.44 A 0.56 A 0.41 A 0.46 A 0.35 A 0.59 ATable 3-1INTERSECTION CAPACITY UTILIZATIONANALYSIS SUMMARY SUMMER 2005SUMMER 2006SUMMER 2007SUMMER 2008SUMMER 2009PEAK HOURPEAK HOURPEAK HOURPEAK HOURPEAK HOURAMPMAMPMAMPMAMPMAMPMCount #Count Intersection/LocationICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOS34 Carlsbad Boulevard & Cannon Road0.62 B0.81 D0.70 B 0.80 C0.49 A 0.77 C 0.35 A 0.69 B 0.38 A 0.69 B35 Carlsbad Boulevard & Poinsettia Lane0.49 A 0.51 A 0.48 A 0.42 A0.53 A 0.52 A 0.26 A 0.26 A 0.32 A 0.31 A36 Carlsbad Boulevard & Avenida Encinas---- ---- ---- ---- ---- ---- ---- ----0.44 A 0.50 A 0.30 A 0.32 A 0.35 A 0.33 A37 Rancho Santa Fe Road & San Elijo Road0.67 B 0.75 C 0.51 A 0.52 A0.51 A 0.62 B 0.51 A 0.69 B 0.50 A 0.75 C38 Rancho Santa Fe Road & La Costa Avenue0.64 B 0.57 A 0.58 A 0.56 A0.63 B 0.62 B 0.60 A 0.62 B 0.63 B 0.60 A39 Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro 0.68 B 0.77 C 0.80 C 0.73 C0.73 C0.81 D0.67 B 0.75 C 0.56 A 0.73 C40 Carlsbad Village Drive & State Street0.24 A 0.38 A 0.25 A 0.39 A0.24 A 0.37 A 0.25 A 0.37 A 0.25 A 0.37 A41 Carlsbad Village Drive & Harding Street0.35 A 0.54 A 0.40 A 0.52 A0.34 A 0.54 A 0.33 A 0.53 A 0.34 A 0.54 A42 Poinsettia Lane and Aviara Parkway0.41 A 0.50 A 0.43 A 0.55 A0.44 A 0.54 A 0.42 A 0.52 A 0.43 A 0.53 A43 Poinsetta Lane & Paseo del Norte/Lowder Lane0.50 A 0.67 B 0.52 A 0.66 B0.57 A 0.64 B 0.55 A 0.65 B 0.54 A 0.65 B44 Poinsetta Lane & Avienda Encinas0.42 A 0.74 C 0.39 A 0.58 A0.42 A 0.61 B 0.44 A 0.62 B 0.47 A 0.70 B45 Alga Road & Melrose Drive0.48 A 0.54 A 0.50 A 0.66 B0.53 A 0.67 B 0.48 A 0.56 A 0.44 A 0.56 A46 Alga Road & El Fuerte Street0.31A0.34A ---- ---- ---- ----0.25 A 0.34 A 0.24 A 0.30 A 0.24 A 0.29 A47 Jefferson Street & Marron Road0.37 A 0.62 B 0.39 A 0.59 A0.33 A 0.58 A 0.38 A 0.63 B 0.39 A 0.57 A48 Monroe Street & Marron Road0.26 A 0.41 A 0.23 A 0.35 A0.24 A 0.37 A 0.23 A 0.35 A 0.20 A 0.34 A49 Cannon Road & Paseo Del Norte0.64 B 0.54 A 0.69 B 0.54 A0.59 A 0.50 A 0.57 A 0.50 A 0.52 A 0.48 A50 Cannon Road & LEGOLAND Drive---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.41 A 0.48 A 0.36 A 0.45 A51 Cannon Road & Faraday Avenue ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.37 A 0.54 A52 Paseo Del Norte & Car Country Drive---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.23 A 0.31 A53 College Boulevard & Tamarack Avenue (S)0.42 A 0.58 A 0.52 A 0.61 B0.50 A 0.56 A 0.44 A 0.51 A 0.51 A 0.52 A54 College Boulevard & Carlsbad Village Drive/Peninsula Drive ---- ---- ---- ---- 0.43 A 0.61 B0.52 A 0.57 A 0.48 A 0.48 A 0.54 A 0.49 A55 College Boulevard & Faraday Avenue0.39A0.41A ---- ---- ---- ----0.44 A 0.48 A 0.44 A 0.50 A 0.45 A 0.47 A56 I-5/Carlsbad Village Drive Southbound Ramps0.52 A 0.79 C 0.53 A 0.77 C0.49 A 0.74 C 0.46 A 0.63 B 0.52 A 0.77 C57 I-5/Carlsbad Village Drive Northbound Ramps0.55 A 0.66 B 0.52 A 0.72 C0.49 A 0.72 C 0.52 A 0.69 B 0.53 A 0.69 B58 I-5/Tamarack Avenue Southbound Ramps0.56 A 0.49 A 0.46 A 0.48 A0.53 A 0.45 A 0.46 A 0.53 A 0.50 A 0.49 A59 I-5/Tamarack Avenue Northbound Ramps0.55 A 0.61 B 0.45 A 0.59 A0.45 A 0.57 A 0.44 A 0.61 B 0.43 A 0.59 A60 I-5/Cannon Road Southbound Ramps0.50 A 0.54 A 0.51 A 0.43 A0.50 A 0.45 A 0.51 A 0.48 A 0.48 A 0.43 A61 I-5/Cannon Road Northbound Ramps0.56 A 0.54 A 0.55 A 0.57 A0.52 A 0.57 A 0.49 A 0.56 A 0.46 A 0.54 A62 I-5/Palomar Airport Road Southbound Ramps0.51 A 0.45 A 0.49 A 0.49 A0.49 A 0.50 A 0.47 A 0.51 A 0.50 A 0.48 A63 I-5/Palomar Airport Road Northbound Ramps0.64 B 0.68 B 0.72 C 0.73 C0.70 B 0.75 C 0.66 B 0.72 C 0.70 B0.81 D64 I-5/Poinsettia Lane Southbound Ramps0.39 A 0.67 B 0.46 A 0.68 B0.49 A 0.53 A 0.46 A 0.53 A 0.48 A 0.58 A65 I-5/Poinsettia Lane Northbound Ramps0.58 A 0.56 A 0.61 B 0.54 A0.61 B 0.49 A 0.54 A 0.58 A 0.52 A 0.53 A66 I-5/La Costa Avenue Southbound Ramps0.55 A 0.48 A 0.51 A 0.52 A0.56 A 0.54 A 0.53 A 0.54 A 0.62 B 0.58 A67 I-5/La Costa Avenue Northbound Ramps0.60 A 0.48 A 0.58 A 0.59 A0.65 B 0.65 B 0.60 A 0.70 B 0.63 B 0.65 BTable 3-1 (Continued)INTERSECTION CAPACITY UTILIZATIONANALYSIS SUMMARY 4-1 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. Sixty-five (65) out of sixty-seven (67) 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 decreased by an average of five (5) percent from last year. All roadway segments were calculated to operate at LOS A. Cannon Road between El Camino Real and College Boulevard segment was restriped from one lane in each direction to two lanes this year, thus improving operations from LOS B to LOS A. The information contained in Chapter 3 identifies four (4) critical intersections from the sixty-seven (67) study locations operating at LOS D: Location # Intersection ICU LOS Period 6 El Camino Real and Cannon Road 0.88 D PM peak 17 El Camino Real and La Costa Avenue 0.84 D PM peak 30 Palomar Airport Road and Melrose Drive 0.82 D AM peak 63 I-5/Palomar Airport Road Northbound Ramps 0.81 D PM peak Suggestions for improvement of this intersection 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-first 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. APPENDIX A INTERSECTION SUMMARY INTERSECTION TURN MOVEMENT COUNTS Sixty-seven (67) 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 2009. 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-seven (67) 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-seven (67) 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.7/7 2 El Camino Real & Marron Road Tues.7/7 3 El Camino Real & Hosp Way Tues.7/7 4 El Camino Real & Carlsbad Village Drive Wed.7/8 5 El Camino Real & Tamarack Avenue Wed.7/8 6 El Camino Real & Cannon Road Wed.7/8 7 El Camino Real & College Boulevard Thurs.7/9 8 El Camino Real & Faraday Avenue Wed.7/15 9 El Camino Real & Palomar Airport Road Wed.7/15 10 El Camino Real & Town Garden Road Wed.7/15 11 El Camino Real & Camino Vida Roble Thurs.7/23 12 El Camino Real & Cassia Road Thurs.7/23 13 El Camino Real & Poinsettia Lane Thurs.7/23 14 El Camino Real & Dove Lane Thurs.7/23 15 El Camino Real & Alga Road / Aviara Parkway Thurs.7/23 16 El Camino Real & Arenal Road Tues.7/21 17 El Camino Real & La Costa Avenue Tues.7/21 18 El Camino Real & Levante Street Tues.7/21 19 El Camino Real & Calle Barcelona Tues.7/21 20 Palomar Airport Road & Avenida Encinas Tues.7/14 21 Palomar Airport Road & Paseo del Norte Tues. 7/14 22 Palomar Airport Road & Armada Drive / Costco Entrance Thurs.7/9 23 Palomar Airport Road & Hidden Valley Road/The Crossings Drive Thurs.7/9 24 Palomar Airport Road & College Boulevard/Aviara Parkway Thurs.7/9 25 Palomar Airport Road & Palomar Oaks Way Thurs.8/6 26 Palomar Airport Road & Camino Vida Roble Thurs.8/6 27 Palomar Airport Road & Yarrow Drive Thurs.7/16 28 Palomar Airport Road & Loker Avenue West/Innovation Way Thurs.7/16 29 Palomar Airport Road & El Fuerte Street Thurs.7/16 30 Palomar Airport Road & Melrose Drive Thurs.7/16 31 Palomar Airport Road & Paseo Valindo/Eagle Drive Thurs.7/16 32 Carlsbad Boulevard & Carlsbad Village Drive Wed.7/29 33 Carlsbad Boulevard & Tamarack Avenue Tues.7/28 Table A-1 COUNT DATE SUMMARY SHEET 2009 TRAFFIC MONITORING PROGRAM Location Number Count Intersection/Location Count Day Count Date 34 Carlsbad Boulevard & Cannon Road Wed.7/29 35 Carlsbad Boulevard & Poinsettia Lane Wed. 8/5 36 Carlsbad Boulevard & Avenida Encinas Wed. 8/5 37 Rancho Santa Fe Road & San Elijo Road Wed. 7/22 38 Rancho Santa Fe Road & La Costa Avenue Wed. 7/22 39 Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro Wed 7/22 40 Carlsbad Village Drive & State Street Tues. 7/28 41 Carlsbad Village Drive & Harding Street Tues. 7/28 42 Poinsettia Lane and Aviara Parkway Thurs. 8/6 43 Poinsettia Lane & Paseo del Norte/Lowder Lane Tues. 8/4 44 Poinsettia Lane & Avenida Encinas Tues. 8/4 45 Alga Road & Melrose Drive Wed. 7/22 46 Alga Road & El Fuerte Street Wed. 7/22 47 Jefferson Street & Marron Road Tues. 7/7 48 Monroe Street & Marron Road Tues. 7/7 49 Cannon Road & Paseo Del Norte Thurs. 7/30 50 Cannon Road & LEGOLAND Drive Thurs. 7/30 51 Cannon Road & Faraday Avenue Thurs. 7/30 52 Paseo del Norte & Car Country Drive Wed. 7/15 53 College Boulevard & Tamarack Avenue (S) Wed. 7/8 54 College Boulevard & Carlsbad Village Drive/Peninsula Drive Wed. 7/8 55 College Boulevard & Faraday Avenue Thurs. 7/9 56 I-5/Carlsbad Village Drive Southbound Ramps Tues. 7/28 67 I-5/Carlsbad Village Drive Northbound Ramps Tues. 7/28 58 I-5/Tamarack Avenue Southbound Ramps Wed. 7/29 59 I-5/Tamarack Avenue Northbound Ramps Wed. 7/29 60 I-5/Cannon Road Southbound Ramps Thurs. 7/30 61 I-5/Cannon Road Northbound Ramps Thurs. 7/30 62 I-5/Palomar Airport Road Southbound Ramps Tues. 7/14 63 I-5/Palomar Airport Road Northbound Ramps Tues. 7/14 64 I-5/Poinsettia Lane Southbound Ramps Tues. 8/4 65 I-5/Poinsettia Lane Northbound Ramps Tues. 8/4 66 I-5/La Costa Avenue Southbound Ramps Wed. 8/5 67 I-5/La Costa Avenue Northbound Ramps Wed. 8/5 Table A-1 (Continued) COUNT DATE SUMMARY SHEET 2009 TRAFFIC MONITORING PROGRAM Bold face indicates new Intersections for 2009 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 0.30 A 0.61 B 2 El Camino Real & Marron Road 0.35 A 0.50 A 3 El Camino Real & Hosp Way 0.34 A 0.42 A 4 El Camino Real & Carlsbad Village Drive 0.42 A 0.55 A 5 El Camino Real & Tamarack Avenue 0.61 B 0.59 A 6 El Camino Real & Cannon Road 0.62 B 0.88 D 7 El Camino Real & College Boulevard 0.56 A 0.57 A 8 El Camino Real & Faraday Avenue 0.60 A 0.68 B 9 El Camino Real & Palomar Airport Road 0.54 A 0.78 C 10 El Camino Real & Town Garden Road 0.39 A 0.47 A 11 El Camino Real & Camino Vida Roble 0.41 A 0.55 A 12 El Camino Real & Cassia Road 0.59 A 0.55 A 13 El Camino Real & Poinsettia Lane 0.38 A 0.54 A 14 El Camino Real & Dove Lane 0.36 A 0.59 A 15 El Camino Real & Alga Road / Aviara Parkway 0.68 B 0.76 C 16 El Camino Real & Arenal Road 0.63 B 0.71 C 17 El Camino Real & La Costa Avenue 0.78 C 0.84 D 18 El Camino Real & Levante Street 0.41 A 0.52 A 19 El Camino Real & Calle Barcelona 0.48 A 0.60 A 20 Palomar Airport Road & Avenida Encinas 0.57 A 0.74 C 21 Palomar Airport Road & Paseo del Norte 0.60 A 0.70 B 22 Palomar Airport Road & Armada Drive / Costco Entrance 0.52 A 0.69 B 23 Palomar Airport Road & Hidden Valley Road/The Crossings Drive 0.53 A 0.67 B 24 Palomar Airport Road & College Boulevard/Aviara Parkway 0.54 A 0.72 C 25 Palomar Airport Road & Palomar Oaks Way 0.40 A 0.44 A 26 Palomar Airport Road & Camino Vida Roble 0.49 A 0.54 A 27 Palomar Airport Road & Yarrow Drive 0.42 A 0.55 A 28 Palomar Airport Road & Loker Avenue West/Innovation Way 0.66 B 0.76 C 29 Palomar Airport Road & El Fuerte Street 0.52 A 0.66 B 30 Palomar Airport Road & Melrose Drive 0.94 E 0.64 B 31 Palomar Airport Road & Paseo Valindo/Eagle Drive 0.42 A 0.49 A 32 Carlsbad Boulevard & Carlsbad Village Drive 0.29 A 0.56 A 33 Carlsbad Boulevard & Tamarack Avenue 0.35 A 0.59 A 2009 TRAFFIC MONITORING PROGRAM INTERSECTION LEVEL OF SERVICE AM PM Location Number Count Intersection/Location ICU Ratio LOS ICU Ratio LOS 34 Carlsbad Boulevard & Cannon Road 0.38 A 0.69 B 35 Carlsbad Boulevard & Poinsettia Lane 0.32 A 0.31 A 36 Carlsbad Boulevard & Avenida Encinas 0.35 A 0.33 A 37 Rancho Santa Fe Road & San Elijo Road 0.50 A 0.75 C 38 Rancho Santa Fe Road & La Costa Avenue 0.63 B 0.60 A 39 Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro 0.56 A 0.73 C 40 Carlsbad Village Drive & State Street 0.25 A 0.37 A 41 Carlsbad Village Drive & Harding Street 0.34 A 0.54 A 42 Poinsettia Lane and Aviara Parkway 0.43 A 0.53 A 43 Poinsettia Lane & Paseo del Norte/Lowder Lane 0.54 A 0.65 B 44 Poinsettia Lane & Avenida Encinas 0.47 A 0.70 B 45 Alga Road & Melrose Drive 0.44 A 0.56 A 46 Alga Road & El Fuerte Street 0.24 A 0.29 A 47 Jefferson Street & Marron Road 0.39 A 0.57 A 48 Monroe Street & Marron Road 0.20 A 0.34 A 49 Cannon Road & Paseo Del Norte 0.52 A 0.48 A 50 Cannon Road & LEGOLAND Drive 0.36 A 0.45 A 51 Cannon Road & Faraday Avenue 0.37 A 0.54 A 52 Paseo del Norte & Car Country Drive 0.23 A 0.31 A 53 College Boulevard & Tamarack Avenue (S)0.51 A 0.52 A 54 College Boulevard & Carlsbad Village Drive/Peninsula Drive 0.54 A 0.49 A 55 College Boulevard & Faraday Avenue 0.45 A 0.47 A 56 I-5/Carlsbad Village Drive Southbound Ramps 0.52 A 0.77 C 57 I-5/Carlsbad Village Drive Northbound Ramps 0.53 A 0.69 B 58 I-5/Tamarack Avenue Southbound Ramps 0.50 A 0.49 A 59 I-5/Tamarack Avenue Northbound Ramps 0.43 A 0.59 A 60 I-5/Cannon Road Southbound Ramps 0.48 A 0.43 A 61 I-5/Cannon Road Northbound Ramps 0.46 A 0.54 A 62 I-5/Palomar Airport Road Southbound Ramps 0.50 A 0.48 A 63 I-5/Palomar Airport Road Northbound Ramps 0.70 B 0.81 D 64 I-5/Poinsettia Lane Southbound Ramps 0.48 A 0.58 A 65 I-5/Poinsettia Lane Northbound Ramps 0.52 A 0.53 A 66 I-5/La Costa Avenue Southbound Ramps 0.62 B 0.58 A 67 I-5/La Costa Avenue Northbound Ramps 0.63 B 0.65 B 2009 TRAFFIC MONITORING PROGRAM Table A-2 (Continued) CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #01E/W Street : Plaza DriveData Collected by : Myia, KenCount Date :Day :Traffic Control :Signalized07/07/09Weather : 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 10805116109020200114023021626:30 AM 40773225411421200013006024046:45 AM 401073120518641400005006034427:00 AM 001123016318160400014004033317:15 AM 101401128718540301005019038517:30 AM 1011760207226103001150112040017:45 AM* 1017751198283402000040415052218:00 AM* 11168502310295803000220110052728:15 AM* 20163603912250515001480513050958:30 AM* 3014320423186808002060012041508:45 AM 501661303451831007000070212044409:00 AM 3015270638179100500316011504521Max. 15 min. 5 1 177 13 2 63 12 295 101801348051505275Pk. Hr. Vol. 7 1 651 18 1 123 33 1014 25 1 180036200105001973 87:30 AMPeakIntersection Traffic in Pk. Hr. = 1973 Peak Hr. Factor0.948:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 5 0 276 14 1 46 7 133 19 1 69 0 5 12 0 11 0 3 52 0 652 24:00 PM 92262120368193290690360160758071004:15 PM 412801625116142190740593130450068454:30 PM 4 0 252 15 1 24 1 209 39 1 84 0 0 11 0 18 0 6 37 0 700 24:45 PM* 10 1 297 6 0 58 7 202 26 0 81 0 1 11 1 13 0 5 62 0 780 15:00 PM* 11 1 342 8 0 59 6 227 23 0 73 0 1 11 1 16 0 13 61 0 852 15:15 PM* 62352210465261322640293120255086955:30 PM* 16 0 356 11 0 54 0 237 34 0 79 0 1 11 2 15 0 4 60 0 878 25:45 PM 612971213711193480640014080854075316:00 PM 1 1 292 15 0 50 21 182 29 0 73 0 1 16 0 13 0 4 44 0 742 06:15 PM 5 0 241 15 1 40 23 166 32 2 84 0 1 10 0 19 0 4 44 0 684 36:30 PM 72239180492317131076025016054506890Max. 15 min. 16 2 356 21 2 59 23 261 48 2 84 0 5 16 3 19 0 13 62 0 878 5Pk. Hr. Vol. 43 4 1347 46 0 217 18 927 115 2 297 0 5 42 7 56 0 24 238 0 3379 94:30 PMPeakIntersection Traffic in Pk. Hr. = 3379 Peak Hr. Factor0.965:30 PMHourIntersection Pdstrns in Pk. Hr. = 9Tuesday 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 8 651 18 156 1014 25 18 0 3 20 10 50 Adjusted Hourly Volume 8 669 0 156 1039 0 18 0 3 0 30 50 Utilization Factor 0.00 0.11 0.00 0.04 0.17 0.00 0.00 0.00 0.00 0.00 0.02 0.03 Critical Factors 0.00 0.17 0.00 0.03 ICU Ratio = 0.30 LOS = A Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day : Tuesday 1947 Total Name : Myia, Ken 1195 752 Subtotals 33 Sub -25 1014 156 Sub - Totals totals totals Totals W E e42 a s63 0 18 50 s t 21 0 10 80 t 3200221 A North A p 141 p p p r r 8 651 18 Plaza Drive 1 Subtotals 1038 677 Total 1715 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 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) 4:30 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 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 47 1347 46 235 927 115 297 5 42 56 24 238 Adjusted Hourly Volume 47 1393 0 235 1042 0 302 0 42 0 80 238 Utilization Factor 0.01 0.23 0.00 0.07 0.17 0.00 0.08 0.00 0.02 0.00 0.04 0.13 Critical Factors 0.23 0.07 0.08 0.13 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day : Tuesday 3177 Total Name : Myia, Ken 1277 1900 Subtotals 18 Sub -115 927 235 Sub - Totals totals totals Totals W E e 182 a s 526 0 297 238 s t 344 5 24 318 t 42 56 0 586 A North A p 268 p p p r r 47 1347 46 Plaza Drive 4 Subtotals 1029 1440 Total 2469 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #02E/W Street : Marron RoadData Collected by : Andrew, VeronicaCount Date :Day :Traffic Control :Signalized07/07/09Weather : 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 30684010295512004050317021816:30 AM 10725191921012044030311121736:45 AM 3083110120168913015170821333157:00 AM 20845192156180706110130728034817:15 AM 4010313012116412040850120925137217:30 AM* 50102808121014020690110521240227:45 AM* 3 0 123 8 1 11 3 249 7 0 34 0 25 27 0 20 0 9 28 1 547 28:00 AM* 6 0 139 8 0 23 1 254 17 0 20 0 12 14 0 26 0 11 24 2 555 28:15 AM* 100136160144206180707712501028248838:30 AM 7011910015116219070480200517039408:45 AM 8 0 151 23 0 17 6 144 16 0 13 0 10 13 0 15 0 5 21 0 442 09:00 AM 11 0 120 12 0 16 3 153 17 0 14 0 10 12 1 30 0 11 35 0 444 1Max. 15 min. 11 0 151 23 1 23 6 254 19 1 34 0 25 27 1 30 0 11 35 3 555 5Pk. Hr. Vol. 24 0 500 40 1 56 9 919 56 0 63 0 50 57 1 82 0 35 101 7 1992 97:15 AMPeakIntersection Traffic in Pk. Hr. = 1992 Peak Hr. Factor0.908:15 AMHourIntersection Pdstrns in Pk. Hr. = 93:45 PM 42 0 207 19 0 41 3 115 27 1 34 0 37 32 0 36 0 35 26 0 654 14:00 PM 51 0 190 11 3 37 3 153 34 0 39 0 30 27 0 26 0 26 29 1 656 44:15 PM 38 1 227 18 5 21 1 138 23 0 34 0 35 21 0 30 0 32 35 0 654 54:30 PM 39 1 189 24 2 49 3 144 37 1 48 0 30 30 0 40 0 32 31 1 697 44:45 PM 29 0 252 16 1 28 4 172 25 1 27 0 28 30 0 37 0 21 38 2 707 45:00 PM* 42 1 271 22 0 47 1 181 35 0 41 0 33 28 2 46 0 31 40 1 819 35:15 PM* 28 0 280 16 0 45 6 162 40 0 47 0 30 25 1 26 0 40 41 4 786 55:30 PM* 47 0 250 32 0 44 0 193 33 2 39 0 44 33 3 45 0 31 40 3 831 85:45 PM* 29 0 256 26 0 38 4 158 29 1 39 0 32 23 3 35 0 28 28 0 725 46:00 PM 40 0 212 20 0 47 1 149 24 2 46 0 31 21 2 39 0 17 39 4 686 86:15 PM 30 0 164 25 0 45 6 135 31 2 39 0 27 17 0 45 0 23 41 4 628 66:30 PM 26 0 192 11 0 48 1 128 24 0 50 0 27 13 3 34 0 18 19 0 591 3Max. 15 min. 51 1 280 32 5 49 6 193 40 2 50 0 44 33 3 46 0 40 41 4 831 8Pk. Hr. Vol. 146 1 1057 96 0 174 11 694 137 3 166 0 139 109 9 152 0 130 149 8 3161 204:45 PMPeakIntersection Traffic in Pk. Hr. = 3161 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 20Tuesday 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) 7:15 AM to 8:15 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 24 500 40 65 919 56 63 50 57 82 35 101 Adjusted Hourly Volume 24 540 0 65 975 0 63 107 0 82 136 0 Utilization Factor 0.01 0.09 0.00 0.02 0.16 0.00 0.04 0.03 0.00 0.05 0.03 0.00 Critical Factors 0.01 0.16 0.03 0.05 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 1713 Total Name : Andrew, Veronica 1040 673 Subtotals 9 Sub -56 919 65 Sub - Totals totals totals Totals W E e 115 a s 285 0 63 101 s t 170 50 35 218 t 57 82 0 364 A North A p 146 p p p r r 24 500 40 Marron Road 0 Subtotals 1058 564 Total 1622 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 8:15 AM 7:15 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 147 1057 96 185 694 137 166 139 109 152 130 149 Adjusted Hourly Volume 147 1153 0 185 831 0 166 248 0 152 279 0 Utilization Factor 0.04 0.19 0.00 0.05 0.14 0.00 0.09 0.06 0.00 0.08 0.07 0.00 Critical Factors 0.19 0.05 0.09 0.07 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 2399 Total Name : Andrew, Veronica 1016 1383 Subtotals 11 Sub -137 694 185 Sub - Totals totals totals Totals W E e 413 a s 827 0 166 149 s t 414 139 130 431 t 109 152 0 840 A North A p 409 p p p r r 147 1057 96 Marron Road 1 Subtotals 956 1300 Total 2256 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 : 2009 Int #03E/W Street : Hosp WayData Collected by : Joe,ErinCount Date : Day :Traffic Control :Signalized07/07/09Weather : 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 0061005093601500000000018006:30 AM 0059000193222000320000117856:45 AM 008000701641021001131000128547:00 AM 01762331179911500311010029157:15 AM 211013051164501600500001030407:30 AM* 00902070228101901834010036137:45 AM* 4111540423017117001806012048218:00 AM* 2013370902657118002301004046918:15 AM* 111327091235901900405003042608:30 AM 0211770311847216031214012035938:45 AM 2116450221605012011126004037529:00 AM 021331117119541130170301103792Max. 15 min. 4 2 164 11 3 9 2 301 9 2 21 0 3 233601414825Pk. Hr. Vol. 7 2 470 20 0 29 3 1029 24 2 73 0 1 53 3 1602901738 57:15 AMPeakIntersection Traffic in Pk. Hr. = 1738 Peak Hr. Factor0.908:15 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 96299912116019215027314024054964:00 PM 43246801218618213015111020150044:15 PM 432671104017219014034111009152124:30 PM 55232202218817314033516043049684:45 PM* 763271702121026116063020018065015:00 PM* 713442505121224013021017027066105:15 PM* 176320902116719111026014034058115:30 PM* 10133819018123821122033322059071045:45 PM 712881904018024218034315023256876:00 PM 1212681613017922113043016024154336:15 PM 71229826217533217064014044051046:30 PM 40204180611512321702701205404542Max. 15 min. 17 6 344 25 2 18 2 238 33 3 2206752205927108Pk. Hr. Vol. 41 14 1329 70 0 27 4 827 90 3 62 0 13 13 3 73 0 11 28 0 2602 64:30 PMPeakIntersection Traffic in Pk. Hr. = 2602 Peak Hr. Factor0.925:30 PMHourIntersection Pdstrns in Pk. Hr. = 6Tuesday 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) 7:15 AM to 8:15 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 9 470 20 32 1029 24 73 1 53 16 2 9 Adjusted Hourly Volume 9 490 0 32 1053 0 73 54 0 16 11 0 Utilization Factor 0.01 0.08 0.00 0.02 0.18 0.00 0.04 0.03 0.00 0.01 0.01 0.00 Critical Factors 0.01 0.18 0.04 0.01 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :El Camino Real and Hosp Way Time : to North Approach El Camino Real Date : Day : Tuesday 1640 Total Name : Joe,Erin 1085 555 Subtotals 3 Sub -24 1029 32 Sub - Totals totals totals Totals W E e33 a s 160 0 73 9 s t 127 1 2 27 t 53 16 0 77 A North A p 50 p p p r r 9 470 20 Hosp Way 2 Subtotals 1100 499 Total 1599 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 8:15 AM 7:15 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) 4:30 PM to 5:30 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 55 1329 70 31 827 90 62 13 13 73 11 28 Adjusted Hourly Volume 55 1399 0 31 917 0 62 26 0 73 39 0 Utilization Factor 0.03 0.23 0.00 0.02 0.15 0.00 0.03 0.01 0.00 0.04 0.02 0.00 Critical Factors 0.23 0.02 0.03 0.04 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :El Camino Real and Hosp Way Time : to North Approach El Camino Real Date : Day : Tuesday 2371 Total Name : Joe,Erin 948 1423 Subtotals 4 Sub -90 827 31 Sub - Totals totals totals Totals W E e 142 a s 230 0 62 28 s t 88 13 11 112 t 13 73 0 222 A North A p 110 p p p r r 55 1329 70 Hosp Way 14 Subtotals 927 1454 Total 2381 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #04E/W Street : Carlsbad Village DriveData Collected by : Raul, AndyCount Date :Day :Traffic Control :Signalized07/08/09Weather : 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 00273012785040340402013016406:30 AM 103900551105090540502716023106:45 AM 00590052165120140570903525033807:00 AM 404830941461902001290903721234127:15 AM 406640301498114013801204921035117:30 AM 9 0 46 3 0 10 7 198 26 1 12 0 22 12 1 19 0 51 25 0 440 27:45 AM* 13 0 81 7 0 10 8 264 27 1 22 0 27 11 0 17 0 55 26 0 568 18:00 AM* 10 0 86 5 0 18 10 236 20 0 30 0 29 21 0 16 0 80 34 0 595 08:15 AM* 10 0 104 2 0 15 3 218 24 0 18 0 22 9 1 11 0 63 39 0 538 18:30 AM* 11 0 72 3 0 24 19 155 19 0 25 0 29 21 0 15 0 50 24 0 467 08:45 AM 11 0 84 3 0 12 11 130 19 0 26 0 24 11 0 15 0 64 30 0 440 09:00 AM 12 0 75 0 0 23 18 140 23 0 30 0 18 14 0 6 0 72 31 1 462 1Max. 15 min. 13 0 104 7 0 24 19 264 27 1 30 0 29 21 1 19 0 80 39 2 595 2Pk. Hr. Vol. 44 0 343 17 0 67 40 873 90 1 95 0 107 62 1 59 0 248 123 0 2168 27:30 AMPeakIntersection Traffic in Pk. Hr. = 2168 Peak Hr. Factor0.918:30 AMHourIntersection Pdstrns in Pk. Hr. = 23:45 PM 14123817000000000001004331035404:00 PM 13 0 181 10 0 27 14 139 27 0 32 0 46 17 0 6 0 38 40 0 590 04:15 PM 22 0 194 5 0 33 8 119 27 0 44 0 54 7 0 10 0 42 28 1 593 14:30 PM 20 0 227 6 0 24 11 131 37 0 32 0 61 11 0 7 0 49 27 1 643 14:45 PM 21 0 292 10 0 28 12 109 41 0 30 0 57 8 1 10 0 52 31 2 701 35:00 PM* 3602641204091222944206484804426070485:15 PM* 3213271304781602614105490804429279935:30 PM* 24 0 293 19 0 35 7 148 22 2 33 0 70 14 0 3 0 54 37 0 759 25:45 PM* 240227803451543103507580915934170416:00 PM 14 0 206 5 0 47 3 134 27 3 32 0 66 10 0 2 0 35 31 0 612 36:15 PM 140184606131542403307370504333364036:30 PM 10014960453131390290599170362115442Max. 15 min. 36 1 327 19 0 61 14 160 41 4 44 0 75 17 4 10 1 59 40 3 799 8Pk. Hr. Vol. 116 1 1111 52 0 156 29 584 108 7 151 0 263 39 4 28 1 201 126 3 2966 144:45 PMPeakIntersection Traffic in Pk. Hr. = 2966 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 14Wednesday 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 44 343 17 107 873 90 95 107 62 59 248 123 Adjusted Hourly Volume 44 360 0 107 963 0 95 169 0 59 371 0 Utilization Factor 0.02 0.06 0.00 0.06 0.16 0.00 0.05 0.04 0.00 0.03 0.09 0.00 Critical Factors 0.02 0.16 0.05 0.09 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Wednesday 1671 Total Name : Raul, Andy 1070 601 Subtotals 40 Sub -90 873 107 Sub - Totals totals totals Totals W E e 382 a s 646 0 95 123 s t 264 107 248 430 t 62 59 0 621 A North A p 191 p p p r r 44 343 17 Carlsbad Village Drive 0 Subtotals 994 404 Total 1398 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/09 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 11 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 117 1111 52 185 584 108 151 263 39 29 201 126 Adjusted Hourly Volume 117 1163 0 185 692 0 151 302 0 29 327 0 Utilization Factor 0.07 0.19 0.00 0.10 0.12 0.00 0.08 0.08 0.00 0.02 0.08 0.00 Critical Factors 0.19 0.10 0.08 0.08 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Wednesday 2294 Total Name : Raul, Andy 877 1417 Subtotals 29 Sub -108 584 185 Sub - Totals totals totals Totals W E e 425 a s 878 0 151 126 s t 453 263 201 356 t 39 29 1 828 A North A p 472 p p p r r 117 1111 52 Carlsbad Village Drive 1 Subtotals 652 1280 Total 1932 Note : Left-turn volumes include U-turns. U-turns in bold. South Approach 07/08/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #05E/W Street : Tamarack AvenueData Collected by : Ken, DannyCount Date :Day :Traffic Control : Signalized07/08/09Weather : 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 206000891040450210121016506:30 AM 3 0 2930101162021580290251022506:45 AM 4 0 52800016750905180320262032807:00 AM 5 0 478220168407014270520213035827:15 AM 4 0 4991201545010020140540251034717:30 AM 12 0 53 14 0 6 0 210309033270380405045007:45 AM * 16 0 73 12 0 4 2 268308033270970721061608:00 AM * 14 0 73 12 1 5 0 284 4 0 10 0 24 52 0 75 0 63 7 0 623 18:15 AM * 13 0 96 20 0 0 0 214609024380420342049808:30 AM * 2 0 71 16 0 1 1 199 10 0 6 0 14 33 0 72 0 41 1 2 467 28:45 AM 10 0 70 12 0 3 0 145919016340630226039919:00 AM 14 0 87904015080611126036032303870Max. 15 min. 16 0 96 20 2 6 2 284 10 1 10 1 33 52 0 97 0 72 7 2 623 2Pk. Hr. Vol. 45 0 313 60 1 10 3 965 23 0 33 0 95 150 0 286 0 210 11 2 2204 37:30 AM PeakIntersection Traffic in Pk. Hr. = 2204 Peak Hr. Factor0.888:30 AM Hour Intersection Pdstrns in Pk. Hr. = 33:45 PM 23 0 259 44 0 6 0 128 9 0 11 0 35 14 0 30 0 25 1 0 585 04:00 PM 23 2 201 43 0 13 0 114 12 0 11 0 26 14 0 23 0 22 2 0 506 04:15 PM 29 0 241 41 0 2 0 116 10 0 9 0 31 14 0 26 0 28 4 0 551 04:30 PM 28 0 224 42 0 2 0 90 11 0 11 0 40 11 0 33 0 28 1 0 521 04:45 PM * 18 0 310 60 0 7 0 105 11 0 19 0 36 15 0 29 0 27 9 0 646 05:00 PM * 22 0 318 50 0 6 0 131905026200230373065005:15 PM * 42 1 378 49 0 5 0 135 19 0 11 2 28 23 0 35 0 23 2 0 753 05:30 PM * 44 0 327 63 0 10 0 129718042120371268171425:45 PM 34 0 265 57 0 6 1 124 11 1 5 0 41 14 0 32 0 30 1 1 621 26:00 PM 21 0 207 40 0 13 0 126905040120200333052906:15 PM 19 0 182 45 0 10 0 115 10 0 14 0 43 17 0 30 0 24 8 1 517 16:30 PM 20 1 163 53 0 4 0 9361803417023033704621Max. 15 min. 44 2 378 63 0 13 1 135 19 1 19 2 43 23 0 37 1 37 9 1 753 2Pk. Hr. Vol. 126 1 1333 222 0 28 0 500 46 1 43 2 132 70 0 124 1 113 22 1 2763 24:30 PM PeakIntersection Traffic in Pk. Hr. = 2763 Peak Hr. Factor0.925:30 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 45 313 60 13 965 23 33 95 150 286 210 11 Adjusted Hourly Volume 45 313 60 13 965 23 33 95 150 286 221 0 Utilization Factor 0.03 0.08 0.03 0.01 0.24 0.01 0.02 0.05 0.08 0.16 0.06 0.00 Critical Factors 0.03 0.24 0.08 0.16 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 1361 Total Name : Ken, Danny 1001 360 Subtotals 3 Sub -23 965 13 Sub - Totals totals totals Totals W E e 278 a s 556 0 33 11 s t 278 95 210 507 t 150 286 0 672 A North A p 165 p p p r r 45 313 60 Tamarack Avenue 0 Subtotals 1401 418 Total 1819 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/09 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 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 127 1333 222 28 500 46 45 132 70 125 113 22 Adjusted Hourly Volume 127 1333 222 28 500 46 45 132 70 125 135 0 Utilization Factor 0.07 0.33 0.12 0.02 0.13 0.03 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 1972 Total Name : Ken, Danny 574 1398 Subtotals 0 Sub -46 500 28 Sub - Totals totals totals Totals W E e 287 a s 534 2 45 22 s t 247 132 113 260 t 70 125 1 643 A North A p 383 p p p r r 127 1333 222 Tamarack Avenue 1 Subtotals 695 1682 Total 2377 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 : 2009 Int #06E/W Street : Cannon RoadData Collected by : Joe, ErinCount Date : Day :Traffic Control :Signalized07/08/09Weather : 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 20241101010618130421950671033426:30 AM 60342211012131050890940541038616:45 AM 514717000171553401201620741054037:00 AM 604424000219420508501591740058707:15 AM 4 0 56 41 0 2 1 190 41 1 4 0 11 7 0 127 0 57 0 0 541 17:30 AM* 2 0 78 55 0 3 0 255 46 0 7 0 31 3 0 210 0 107 1 0 798 07:45 AM* 9 0 92 81 1 2 0 345 76 0 12 0 24 8 0 267 0 133 8 0 1057 18:00 AM* 11 0 85 50 0 0 0 312 52 0 14 3 28 11 0 233 0 114 2 0 915 08:15 AM* 24 2 95 66 0 5 0 271 52 0 18 1 23 21 1 190 0 91 18 2 877 38:30 AM 5 0 71 42 0 2 0 281 49 0 9 0 16 18 0 189 0 107 2 0 791 08:45 AM 20 0 73 72 0 5 0 211 45 0 16 0 32 12 0 138 0 69 3 0 696 09:00 AM 8 0 106 53 0 4 1 199 35 0 9 0 18 12 0 129 0 85 4 0 663 0Max. 15 min. 24 2 106 81 1 5 1 345 76 3 18 3 32 21 1 267 1 133 18 2 1057 3Pk. Hr. Vol. 46 2 350 252 1 10 0 1183 226 0 51 4 106 43 1 900 0 445 29 2 3647 47:15 AMPeakIntersection Traffic in Pk. Hr. = 3647 Peak Hr. Factor0.868:15 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 12 0 385 294 0 1 1 139 26 0 50 0 83 16 0 67 1 47 5 0 1127 04:00 PM 21 0 258 185 0 3 1 122 30 0 38 0 66 20 0 74 0 35 6 0 859 04:15 PM 16 0 278 223 0 0 0 126 32 1 52 0 84 20 0 57 0 42 7 0 937 14:30 PM 19 0 264 212 0 9 2 119 15 0 61 0 101 13 0 55 0 43 5 0 918 04:45 PM* 12 1 392 280 0 2 1 135 31 0 56 0 117 9 0 66 0 53 6 0 1161 05:00 PM* 13 1 340 238 0 3 0 137 21 0 51 0 101 15 0 64 0 37 6 0 1027 05:15 PM* 13 0 457 276 0 6 0 146 38 0 81 0 145 15 0 53 0 32 4 0 1266 05:30 PM* 17 0 342 218 0 7 0 143 37 0 77 0 130 19 0 82 2 42 4 0 1120 05:45 PM 33 1 329 198 0 1 0 130 48 0 67 0 131 17 0 62 0 40 1 2 1058 26:00 PM 18 1 252 167 0 3 1 105 28 0 57 1 80 11 0 47 0 36 4 0 811 06:15 PM 22 0 237 131 1 5 1 136 31 1 37 0 85 18 1 40 3 37 2 0 785 36:30 PM 10 0 170 81 0 2 0 88 29 0 40 0 70 10 0 55 0 34 2 0 591 0Max. 15 min. 33 1 457 294 1 9 2 146 48 1 81 1 145 20 1 82 3 53 7 2 1266 3Pk. Hr. Vol. 55 2 1531 1012 0 18 1 561 127 0 265 0 493 58 0 265 2 164 20 0 4574 04:30 PMPeakIntersection Traffic in Pk. Hr. = 4574 Peak Hr. Factor0.905:30 PMHourIntersection Pdstrns in Pk. Hr. = 0Wednesday 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) 7:15 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 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 48 350 252 10 1183 226 55 106 43 900 445 29 Adjusted Hourly Volume 48 350 252 10 1183 226 55 149 0 900 474 0 Utilization Factor 0.03 0.09 0.14 0.01 0.20 0.13 0.02 0.04 0.00 0.25 0.12 0.00 Critical Factors 0.03 0.20 0.04 0.25 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day : Wednesday 1849 Total Name : Joe, Erin 1419 430 Subtotals 0 Sub -226 1183 10 Sub - Totals totals totals Totals W E e 721 a s 925 4 55 29 s t 204 106 445 1374 t 43 900 0 1742 A North A p 368 p p p r r 48 350 252 Cannon Road 2 Subtotals 2128 650 Total 2778 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/09 8:15 AM 7:15 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) 4:30 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 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 57 1531 1012 19 561 127 265 493 58 267 164 20 Adjusted Hourly Volume 57 1531 1012 19 561 127 265 551 0 267 184 0 Utilization Factor 0.03 0.38 0.56 0.01 0.09 0.07 0.07 0.14 0.00 0.07 0.05 0.00 Critical Factors 0.56 0.01 0.14 0.07 ICU Ratio = 0.88 LOS = D Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day : Wednesday 2524 Total Name : Joe, Erin 707 1817 Subtotals 1 Sub -127 561 19 Sub - Totals totals totals Totals W E e 346 a s 1162 0 265 20 s t 816 493 164 451 t 58 267 2 1976 A North A p 1525 p p p r r 57 1531 1012 Cannon Road 2 Subtotals 886 2600 Total 3486 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #07E/W Street : College BoulevardData Collected by : Danny, LaurieCount Date :Day :Traffic Control :Signalized07/09/09Weather : 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 61310110118400800001022021016:30 AM 83451040154590701122016029226:45 AM 61510041241750900000040039207:00 AM 18463003025110401002125044046927:15 AM 934500102528001001203013041007:30 AM* 1391130030305117031000070411061307:45 AM* 1816112202037814922102005088072128:00 AM* 181489201048621011401348057185868:15 AM* 2413106104028512601507209075060408:30 AM 195934030292111214012080115056828:45 AM 768900412888002102305066051809:00 AM 101011410012451090170110409905310Max. 15 min. 24 16 1144141486210231073490111118586Pk. Hr. Vol. 73 52 420 5 0 10 0 1454 602 3 81 0 10 5 4 29 0 24 31 1 2796 87:15 AMPeakIntersection Traffic in Pk. Hr. = 2796 Peak Hr. Factor0.818:15 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 962764211016623415005333036066594:00 PM 3533870311473208202314028063714:15 PM 323341305017231012407704077071604:30 PM 3528841611443708804404026059614:45 PM* 31449506018126016804501046185915:00 PM* 523721206016825315105434033076065:15 PM* 4043110071188240208088070616291825:30 PM* 31233508017218014008401077060705:45 PM 302841301501492411640151070213069016:00 PM 3223870701522319007304066054816:15 PM 402591007014818061011106024053106:30 PM 101902041145230510510207704390Max. 15 min. 9 6 449 13 2 15 1 188 37 4 208 0 15837071629189Pk. Hr. Vol. 15 4 1485 32 0 27 1 709 93 3 667 0 25 21 3 13 0 20 32 3 3144 94:30 PMPeakIntersection Traffic in Pk. Hr. = 3144 Peak Hr. Factor0.865:30 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) 7:15 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 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 125 420 5 10 1454 602 81 10 5 29 24 31 Adjusted Hourly Volume 125 420 5 10 1454 0 81 15 0 29 55 0 Utilization Factor 0.07 0.07 0.00 0.01 0.36 0.00 0.02 0.00 0.00 0.01 0.01 0.00 Critical Factors 0.07 0.36 0.02 0.01 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Thursday 2598 Total Name : Danny, Laurie 2066 532 Subtotals 0 Sub -602 1454 10 Sub - Totals totals totals Totals W E e 699 a s 795 0 81 31 s t 9610 2484 t 5290109 A North A p 25 p p p r r 125 420 5 College Boulevard 52 Subtotals 1540 550 Total 2090 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 8:15 AM 7:15 AM El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 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 19 1485 32 28 709 93 667 25 21 13 20 32 Adjusted Hourly Volume 19 1485 32 28 709 0 667 46 0 13 52 0 Utilization Factor 0.01 0.25 0.02 0.02 0.18 0.00 0.19 0.01 0.00 0.00 0.01 0.00 Critical Factors 0.25 0.02 0.19 0.01 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Thursday 3015 Total Name : Danny, Laurie 830 2185 Subtotals 1 Sub -93 709 28 Sub - Totals totals totals Totals W E e 128 a s 841 0 667 32 s t 713 25 20 65 t 21 13 0 149 A North A p 84 p p p r r 19 1485 32 College Boulevard 4 Subtotals 747 1536 Total 2283 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #08E/W Street : Faraday AvenueData Collected by : Danny, LorenzoCount Date :Day :Traffic Control :Signalized07/15/09Weather : 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 371311044047170101181170257127066:30 AM 55155142462818010590130437234046:45 AM 49 3 38 17 0 75 6 157 10 0 1 0 23 9 0 13 0 65 8 0 474 07:00 AM 98 6 61 28 1 112 6 148 22 1 3 0 35 13 0 14 0 107 13 2 666 47:15 AM 96 1 84 18 1 70 3 146 20 0 2 0 31 14 1 16 0 92 15 0 608 27:30 AM 135 2 108 12 0 86 5 164 36 0 1 0 37 16 1 24 0 134 20 0 780 17:45 AM* 125 4 117 18 2 84 5 267 31 0 8 0 34 18 2 19 0 142 38 0 910 48:00 AM* 204 4 92 25 0 138 7 239 47 0 2 0 59 26 2 24 0 223 41 0 1131 28:15 AM* 142 0 104 7 0 68 3 224 51 0 4 0 43 21 0 18 0 140 29 0 854 08:30 AM* 153 4 87 22 0 68 4 176 54 0 6 0 37 31 2 23 0 132 29 0 826 28:45 AM 109 0 113 15 0 58 7 222 29 1 6 0 46 27 0 25 0 123 41 0 821 19:00 AM 140 8 126 30 0 53 4 190 29 0 12 0 32 39 0 35 0 130 32 0 860 0Max. 15 min. 204 8 126 30 4 138 7 267 54 1 12 0 59 39 2 35 0 223 41 2 1131 6Pk. Hr. Vol. 624 12 400 72 2 358 19 906 183 0 20 0 173 96 6 84 0 637 137 0 3721 87:30 AMPeakIntersection Traffic in Pk. Hr. = 3721 Peak Hr. Factor0.828:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 38 5 195 14 0 41 2 143 7 1 16 0 84 94 0 44 0 53 56 0 792 14:00 PM 31 7 202 16 0 33 3 130 3 3 25 0 89 107 2 35 0 36 31 2 748 74:15 PM 24 5 262 13 0 41 0 169 6 0 26 0 116 108 0 36 0 51 42 2 899 24:30 PM 30 7 197 16 0 28 1 186 7 1 22 0 106 98 0 33 0 48 50 1 829 24:45 PM* 21 4 294 28 0 45 2 170 9 0 24 0 125 128 0 42 0 66 85 1 1043 15:00 PM* 34 5 207 23 0 53 6 151 2 0 31 0 141 129 0 53 0 59 70 0 964 05:15 PM* 23 12 306 20 0 47 1 138 4 1 40 0 243 227 1 58 0 64 105 2 1288 45:30 PM* 27 6 262 14 0 61 2 202 2 0 32 0 173 157 0 34 0 50 70 1 1092 15:45 PM 20 8 237 23 0 37 3 164 8 2 29 0 119 153 1 35 0 34 55 0 925 36:00 PM 17 3 169 17 0 38 3 144 5 0 19 0 107 96 0 36 0 48 45 2 747 26:15 PM 24 2 218 16 0 30 3 128 3 0 22 0 72 94 0 26 0 30 41 0 709 06:30 PM 13 3 142 15 0 17 0 98 0 0 10 0 64 59 0 29 0 33 26 0 509 0Max. 15 min. 38 12 306 28 0 61 6 202 9 3 40 0 243 227 2 58 0 66 105 2 1288 7Pk. Hr. Vol. 105 27 1069 85 0 206 11 661 17 1 127 0 682 641 1 187 0 239 330 4 4387 64:30 PMPeakIntersection Traffic in Pk. Hr. = 4387 Peak Hr. Factor0.855:30 PMHourIntersection Pdstrns in Pk. Hr. = 6Wednesday 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 636 400 72 377 906 183 20 173 96 84 637 137 Adjusted Hourly Volume 636 472 0 377 906 183 20 173 96 84 637 137 Utilization Factor 0.18 0.08 0.00 0.10 0.15 0.10 0.01 0.06 0.03 0.05 0.16 0.08 Critical Factors 0.18 0.15 0.01 0.16 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 2042 Total Name : Danny, Lorenzo 1466 576 Subtotals 19 Sub -183 906 377 Sub - Totals totals totals Totals W E e 1444 a s 1733 0 20 137 s t 289 173 637 858 t 96 84 0 1461 A North A p 603 p p p r r 636 400 72 Faraday Avenue 12 Subtotals 1098 1108 Total 2206 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/09 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 132 1069 85 217 661 17 127 682 641 187 239 330 Adjusted Hourly Volume 132 1154 0 217 661 17 127 682 641 187 239 330 Utilization Factor 0.04 0.19 0.00 0.06 0.11 0.01 0.07 0.23 0.23 0.10 0.06 0.18 Critical Factors 0.19 0.06 0.23 0.10 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 2432 Total Name : Danny, Lorenzo 895 1537 Subtotals 11 Sub -17 661 217 Sub - Totals totals totals Totals W E e 361 a s 1811 0 127 330 s t 1450 682 239 756 t 641 187 0 1729 A North A p 973 p p p r r 132 1069 85 Faraday Avenue 27 Subtotals 1516 1286 Total 2802 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #09E/W Street : Palomar Airport RoadData Collected by : Veronica, Michael, L.C., LaurieCount Date : Day :Traffic Control :Signalized07/15/09Weather : 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 21 21 0 15 0 43 30 0 14 1 62 9 0 20 0 195 75 0 516 06:30 AM 5 0 35 30 0 16 0 48 33 1 13 0 59 15 0 57 0 226 81 0 618 16:45 AM 6 0 55 45 1 45 0 96 42 1 20 1 104 10 0 61 0 196 92 0 773 27:00 AM 13 0 74 55 0 44 1 107 43 0 19 0 145 16 0 82 0 326 131 25 1056 257:15 AM 20 0 101 55 0 51 0 75 43 1 19 1 160 13 1 71 0 252 124 0 985 27:30 AM 23 0 117 89 0 50 0 140 66 1 19 0 167 18 0 100 0 323 131 0 1243 17:45 AM* 7 0 138 92 0 66 0 133 47 1 34 0 212 34 1 86 0 351 128 1 1328 38:00 AM* 16 0 150 110 0 70 2 158 68 3 21 0 261 36 0 105 0 343 149 0 1489 38:15 AM* 16 0 128 76 0 65 2 143 39 0 27 0 194 28 0 97 0 289 120 0 1224 08:30 AM* 16 0 110 84 0 58 1 143 57 0 37 0 195 28 0 117 0 286 132 0 1264 08:45 AM 19 0 128 92 0 62 2 142 47 2 24 0 189 23 0 100 0 240 102 0 1170 29:00 AM 19 1 157 84 0 74 0 157 42 0 27 0 155 28 0 113 0 265 132 1 1254 1Max. 15 min. 23 1 157 110 1 74 2 158 68 3 37 1 261 36 1 117 0 351 149 25 1489 25Pk. Hr. Vol. 55 0 526 362 0 259 5 577 211 4 119 0 862 126 1 405 0 1269 529 1 5305 67:30 AMPeakIntersection Traffic in Pk. Hr. = 5305 Peak Hr. Factor0.898:30 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 35 0 161 125 0 122 3 132 36 0 33 2 334 26 0 66 0 236 72 0 1383 04:00 PM 23 0 119 85 0 103 1 109 38 0 53 0 233 23 0 76 0 191 81 0 1135 04:15 PM 66 1 178 105 0 152 4 148 32 0 51 1 359 39 0 112 0 166 97 0 1511 04:30 PM 26 0 162 94 0 131 4 168 33 0 38 0 348 33 0 61 0 194 81 8 1373 84:45 PM* 19 1 184 107 0 143 2 170 39 2 70 0 372 23 0 100 0 232 108 0 1570 25:00 PM* 22 1 142 126 0 161 1 147 40 0 70 2 308 24 0 100 0 226 130 1 1500 15:15 PM* 33 2 208 131 0 288 1 245 48 0 66 1 247 22 0 110 0 277 100 0 1779 05:30 PM* 32 0 123 97 0 170 1 231 36 0 49 0 308 22 0 127 0 220 76 0 1492 05:45 PM 26 0 164 105 0 156 2 182 34 0 49 0 366 21 0 119 0 219 70 4 1513 46:00 PM 34 1 124 86 0 103 0 163 21 1 32 0 326 28 1 85 0 233 70 0 1306 26:15 PM 27 0 123 110 0 86 1 121 14 0 34 0 301 21 0 65 0 228 75 0 1206 06:30 PM 51 0 105 84 0 74 1 119 13 0 23 0 246 20 0 60 0 141 36 0 973 0Max. 15 min. 66 2 208 131 0 288 4 245 48 2 70 2 372 39 1 127 0 277 130 8 1779 8Pk. Hr. Vol. 106 4 657 461 0 762 5 793 163 2 255 3 1235 91 0 437 0 955 414 1 6341 34:30 PMPeakIntersection Traffic in Pk. Hr. = 6341 Peak Hr. Factor0.895:30 PMHourIntersection Pdstrns in Pk. Hr. = 3Wednesday El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 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 55 526 362 264 577 211 119 862 126 405 1269 529 Adjusted Hourly Volume 55 526 362 264 577 211 119 988 0 405 1269 529 Utilization Factor 0.03 0.09 0.10 0.07 0.10 0.12 0.03 0.16 0.00 0.11 0.21 0.15 Critical Factors 0.10 0.07 0.16 0.11 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 2231 Total Name : Veronica, Michael, L.C., Laurie 1052 1179 Subtotals 5 Sub -211 577 264 Sub - Totals totals totals Totals W E e 1535 a s 2642 0 119 529 s t 1107 862 1269 2203 t 126 405 0 3686 A North A p 1483 p p p r r 55 526 362 Palomar Airport Road 0 Subtotals 1108 943 Total 2051 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/09 8:30 AM 7:30 AM El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 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 110 657 461 767 793 163 258 1235 91 437 955 414 Adjusted Hourly Volume 110 657 461 767 793 163 258 1326 0 437 955 414 Utilization Factor 0.06 0.11 0.13 0.21 0.13 0.09 0.07 0.22 0.00 0.12 0.16 0.12 Critical Factors 0.13 0.21 0.22 0.12 ICU Ratio = 0.78 LOS = C Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 3054 Total Name : Veronica, Michael, L.C., Laurie 1723 1331 Subtotals 5 Sub -163 793 767 Sub - Totals totals totals Totals W E e 1227 a s 2811 3 258 414 s t 1584 1235 955 1806 t 91 437 0 4264 A North A p 2458 p p p r r 110 657 461 Palomar Airport Road 4 Subtotals 1325 1228 Total 2553 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #10E/W Street : Town Garden RoadData Collected by : Ken, AndrewCount Date : Day :Traffic Control :Signalized07/15/09Weather : 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 1104710205180200006002013006:30 AM 11170332190170602406062022136:45 AM 132106403311210111005010123028517:00 AM 2511104084166280150412012133039607:15 AM 2121380012114180130190210253036807:30 AM 123235604317223011006010057049707:45 AM 82233316119223190111024082052328:00 AM* 3652726010121621212017016077061728:15 AM* 4252142042201230120316019036055208:30 AM* 386238701461802629008023037056528:45 AM* 39423730146180262900808002153639:00 AM 579197401162192611203101107315662Max. 15 min. 57 9 272 7 3 14 6 219 28 2 15 0 4 16 0 24 1 25 7 1 617 3Pk. Hr. Vol. 155 20 961 18 0 42 15 777 96 6 42 0 4 39 0 66 0 13 22 1 2270 77:45 AMPeakIntersection Traffic in Pk. Hr. = 2270 Peak Hr. Factor0.928:45 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 1032649010112108015004021029057604:00 PM 10522112013111919028003011026052204:15 PM 11124314092226715025004011019063204:30 PM 732348017132158029003014063056004:45 PM 5425216011122589030006036023064405:00 PM* 1112461308212678035004018036064105:15 PM* 125283220262332115036001017016076805:30 PM* 174221190162838213131004025025076715:45 PM* 114220171102728315028002023014064516:00 PM 155188150121528011123005023024059816:15 PM 6218419013362345029002019034055606:30 PM 751451701116195402400401602604520Max. 15 min. 17 5 283 22 1 26 36 382 15 1 3600603606907681Pk. Hr. Vol. 51 14 970 71 1 60 99 1253 51 1 130 0 0 11 0 83 0 7 21 0 2821 24:45 PMPeakIntersection Traffic in Pk. Hr. = 2821 Peak Hr. Factor0.925:45 PMHourIntersection Pdstrns in Pk. Hr. = 2Wednesday 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 175 961 18 57 777 96 42 4 39 66 13 22 Adjusted Hourly Volume 175 961 18 57 777 96 0 46 39 66 35 0 Utilization Factor 0.10 0.16 0.01 0.03 0.13 0.05 0.00 0.02 0.02 0.04 0.02 0.00 Critical Factors 0.10 0.13 0.02 0.04 ICU Ratio = 0.39 LOS = A Turning Movements at Intersection of :El Camino Real and Town Garden Road Time : to North Approach El Camino Real Date : Day : Wednesday 1970 Total Name : Ken, Andrew 930 1040 Subtotals 15 Sub -96 777 57 Sub - Totals totals totals Totals W E e 264 a s 349 0 42 22 s t 85 4 13 101 t 39 66 0 165 A North A p 64 p p p r r 175 961 18 Town Garden Road 20 Subtotals 902 1154 Total 2056 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/09 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 65 970 71 159 1253 51 130 0 11 83 7 21 Adjusted Hourly Volume 65 970 71 159 1253 51 0 130 11 83 28 0 Utilization Factor 0.04 0.16 0.04 0.09 0.21 0.03 0.00 0.07 0.01 0.05 0.01 0.00 Critical Factors 0.16 0.09 0.07 0.05 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :El Camino Real and Town Garden Road Time : to North Approach El Camino Real Date : Day : Wednesday 2683 Total Name : Ken, Andrew 1463 1220 Subtotals 99 Sub -51 1253 159 Sub - Totals totals totals Totals W E e 109 a s 250 0 130 21 s t 141 0 7 111 t 11 83 0 242 A North A p 131 p p p r r 65 970 71 Town Garden Road 14 Subtotals 1361 1106 Total 2467 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #11E/W Street : Camino Vida RobleData Collected by : Ken, LaurieCount Date : Day :Traffic Control :Signalized07/23/09Weather : 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 15063003053150100300000015306:30 AM 19074000077310100700001021006:45 AM 1701200000108180100600000027007:00 AM 2621310001974024001100000031227:15 AM 5611860101118282400900000040337:30 AM 47023820011482714011200000048017:45 AM 61030800111463224011021010256668:00 AM* 91235000031458007001300000069108:15 AM* 8532630001168570700700000059108:30 AM* 64124910062063908001600011059208:45 AM* 780259001420638015001600000061709:00 AM 7143181015189500800180100006660Max. 15 min. 91 4 35021362068021501182101126916Pk. Hr. Vol. 318 6 1121 1 0 1 14 725 214 0 37 0 0 520001102491 07:45 AMPeakIntersection Traffic in Pk. Hr. = 2491 Peak Hr. Factor0.908:45 AMHourIntersection Pdstrns in Pk. Hr. = 03:45 PM 250188100424210048006000010057904:00 PM 190197001620319140006900000055414:15 PM 221232000532627142009000000074514:30 PM 22022810082727129008600001065414:45 PM 220223000828413049018100000068105:00 PM* 212258000733113053009500000078005:15 PM* 200225210638580670212600002084315:30 PM* 131222100335170440010302000074705:45 PM* 168240000838212226008500001077826:00 PM 10018000132878124006700000058016:15 PM 140163000127616125007500000057016:30 PM 22118420042161601200390000204980Max. 15 min. 25 8 258211838527267021260201208432Pk. Hr. Vol. 70 11 945 3 1 0 24 1449 40 2 190 0 2 4090200303148 34:45 PMPeakIntersection Traffic in Pk. Hr. = 3148 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 3Thursday 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) 7:45 AM to 8:45 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 0 1 0 Capacity 3600 4000 0 1800 6000 0 2250 1000 2250 0 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 324 1121 1 15 725 214 37 0 52 0 1 1 Adjusted Hourly Volume 324 1122 0 15 939 0 37 0 52 0 2 0 Utilization Factor 0.09 0.28 0.00 0.01 0.16 0.00 0.02 0.00 0.02 0.00 0.00 0.00 Critical Factors 0.28 0.01 0.02 0.00 ICU Ratio = 0.41 LOS = A Turning Movements at Intersection of :El Camino Real and Camino Vida Roble Time : to North Approach El Camino Real Date : Day : Thursday 2127 Total Name : Ken, Laurie 954 1173 Subtotals 14 Sub -214 725 15 Sub - Totals totals totals Totals W E e 533 a s 622 0 37 1 s t890 12t 52 0 0 4 A North A p 2p p p r r 324 1121 1 Camino Vida Roble 6 Subtotals 783 1446 Total 2229 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 8:45 AM 7:45 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 2201301.25 0.5 1.25 0 1 0 Capacity 3600 4000 0 1800 6000 0 2250 1000 2250 0 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 81 945 3 24 1449 40 190 2 409 2 0 3 Adjusted Hourly Volume 81 948 0 24 1489 0 190 2 409 0 2 0 Utilization Factor 0.02 0.24 0.00 0.01 0.25 0.00 0.08 0.00 0.18 0.00 0.00 0.00 Critical Factors 0.02 0.25 0.18 0.00 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :El Camino Real and Camino Vida Roble Time : to North Approach El Camino Real Date : Day : Thursday 2675 Total Name : Ken, Laurie 1513 1162 Subtotals 24 Sub -40 1449 24 Sub - Totals totals totals Totals W E e 110 a s 711 0 190 3 s t 601 2 0 5 t 409 2 0 10 A North A p 5p p p r r 81 945 3 Camino Vida Roble 11 Subtotals 1871 1029 Total 2900 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #12E/W Street : Cassia RoadData Collected by : Michael, VeronicaCount Date :Day :Traffic Control :Signalized07/23/09Weather : 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 40680010481001701301001115416:30 AM 120690010711302301700000019706:45 AM 609210018219045001104002226327:00 AM 13012810009318040001801003331537:15 AM 110194100010314257001103001139537:30 AM 150205200011720090002410001147427:45 AM 290292003114220384012800002260258:00 AM* 2413603120115240115023400001168128:15 AM* 280283103011923070042503004456348:30 AM* 610284101014548273001500000062828:45 AM* 690309301113118069043010001163629:00 AM 28131360211293308204480100336513Max. 15 min. 69 1 360613114548311504481400446815Pk. Hr. Vol. 182 1 1236817151011323270101041300662508 107:45 AMPeakIntersection Traffic in Pk. Hr. = 2508 Peak Hr. Factor0.928:45 AMHourIntersection Pdstrns in Pk. Hr. = 103:45 PM 330195103022839028012402020055604:00 PM 250188303026028022041801012055504:15 PM 230210201135242037012805002270424:30 PM 310218603026948035021703001063304:45 PM 301209300028857033032301001064905:00 PM* 380221405031261035012503002170715:15 PM* 380190202034065033122409025071305:30 PM* 510190202033774042002701021072905:45 PM* 510208202031880135082710000173136:00 PM 441160201127068025012500012060106:15 PM 330141300026056137042401001056016:30 PM 27014820001744803210430000404790Max. 15 min. 51 1 22160513528014218431902527313Pk. Hr. Vol. 178 0 809 10 0 11 0 1307 280 1 145 1 11 103 1 1304822880 44:45 PMPeakIntersection Traffic in Pk. Hr. = 2880 Peak Hr. Factor0.985:45 PMHourIntersection Pdstrns in Pk. Hr. = 4Thursday 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 183 1236 8 8 510 113 327 10 104 3 0 6 Adjusted Hourly Volume 183 1236 8 8 623 0 327 114 0360 Utilization Factor 0.10 0.31 0.00 0.00 0.10 0.00 0.18 0.06 0.00 0.00 0.00 0.00 Critical Factors 0.31 0.00 0.18 0.00 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Thursday 2201 Total Name : Michael, Veronica 631 1570 Subtotals 1 Sub -113 510 8 Sub - Totals totals totals Totals W E e 295 a s 736 0 327 6 s t 441 10 0 9 t 104 3 0 34 A North A p 25 p p p r r 183 1236 8 Cassia Road 1 Subtotals 618 1427 Total 2045 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 1 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 178 809 10 11 1307 280 146 11 103 13 4 8 Adjusted Hourly Volume 178 809 10 11 1587 0 146 114 0 13 12 0 Utilization Factor 0.10 0.20 0.01 0.01 0.26 0.00 0.08 0.06 0.00 0.01 0.01 0.00 Critical Factors 0.10 0.26 0.08 0.01 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Thursday 2560 Total Name : Michael, Veronica 1598 962 Subtotals 0 Sub -280 1307 11 Sub - Totals totals totals Totals W E e 463 a s 723 1 146 8 s t 260 11 4 25 t 103 13 0 57 A North A p 32 p p p r r 178 809 10 Cassia Road 0 Subtotals 1423 997 Total 2420 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #13E/W Street : Poinsettia LaneData Collected by : Servando, Brian, Lorenzo, RaulCount Date :Day :Traffic Control :Signalized07/23/09Weather : 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 025112030480000010230012315236:30 AM 10771013069101010016019018916:45 AM 32871347097001020133006225177:00 AM 021211966011415200103500110312117:15 AM 02169281501223220010561322041437:30 AM 14214311601472130210560017148437:45 AM 31273380120152111302105601300573118:00 AM* 213403001301640000111670147066718:15 AM* 222513501201682230000710239158738:30 AM* 03273291601674010130550157060018:45 AM* 112582501501822050150770058063009:00 AM 17287280251184104000043012906110Max. 15 min. 3 7 340 38 6 25 1 184 4 1150251771358366711Pk. Hr. Vol. 5 7 1122 119 1 46 0 68182903912700420112484 57:45 AMPeakIntersection Traffic in Pk. Hr. = 2484 Peak Hr. Factor0.938:45 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 0119847018025210230120361214058524:00 PM 171975301602353210320410120058024:15 PM 012204702424098010020350316076804:30 PM 03225540220321022020145035068234:45 PM 232255523503486300021520215074565:00 PM* 512246503103714130230391221077215:15 PM* 432146913803925050110600314080915:30 PM* 122247305703915130020561114083015:45 PM* 222167104213755040110390323078506:00 PM 2418256022028512210010411124063226:15 PM 021856302102779010120460112062006:30 PM 57180492350206411001123011005224Max. 15 min. 5 7 225 73 2 57 2 409 1235033160132408306Pk. Hr. Vol. 12 8 878 278 1 168 1 1529 19 2 150470194297203196 34:45 PMPeakIntersection Traffic in Pk. Hr. = 3196 Peak Hr. Factor0.965:45 PMHourIntersection Pdstrns in Pk. Hr. = 3Thursday 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) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 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 12 1122 119 46 681 89392704201 Adjusted Hourly Volume 12 1122 119 46 681 8 9 12 0 270 205 0 Utilization Factor 0.00 0.19 0.07 0.01 0.17 0.00 0.00 0.00 0.00 0.08 0.05 0.00 Critical Factors 0.19 0.01 0.00 0.08 ICU Ratio = 0.38 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Thursday 2067 Total Name : Servando, Brian, Lorenzo, Raul 735 1332 Subtotals 0 Sub -8 681 46 Sub - Totals totals totals Totals W E e17 a s38 0 9 201 s t 21 3 4 475 t 9 270 0 643 A North A p 168 p p p r r 12 1122 119 Poinsettia Lane 7 Subtotals 967 1253 Total 2220 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 8:45 AM 7:45 AM El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 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 20 878 278 169 1529 19 15 4 7 196 9 72 Adjusted Hourly Volume 20 878 278 169 1529 19 15 11 0 196 81 0 Utilization Factor 0.01 0.15 0.15 0.05 0.38 0.01 0.00 0.00 0.00 0.05 0.02 0.00 Critical Factors 0.01 0.38 0.00 0.05 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Thursday 2683 Total Name : Servando, Brian, Lorenzo, Raul 1717 966 Subtotals 1 Sub -19 1529 169 Sub - Totals totals totals Totals W E e40 a s66 0 15 72 s t 26 4 9 277 t 7 196 2 729 A North A p 452 p p p r r 20 878 278 Poinsettia Lane 8 Subtotals 1738 1176 Total 2914 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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.) 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 : 2009 Int #14E/W Street : Dove LaneData Collected by : Danny, AndrewCount Date :Day :Traffic Control :Signalized07/23/09Weather : 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 306210106890400109002016006:30 AM 118013507950201305007119046:45 AM 22914060117406001060210025107:00 AM 40127109013810040110110310031907:15 AM 21182401115122210005180010039737:30 AM 3020821601352216012160316341067:45 AM 102842031174120110020120012051408:00 AM 813203014016811014044290113057028:15 AM* 712432111119121019037318029153558:30 AM* 2401842061200240110261140211048718:45 AM* 642852171186291150031110215256659:00 AM* 160276101202313202300728041406242Max. 15 min. 24 4 320 4 3 14 1 231 32 2 23047318041636246Pk. Hr. Vol. 53 5 988 7 2 36 3 808 106 1 68 0 5 23 7 51 0 10 49 3 2212 138:00 AMPeakIntersection Traffic in Pk. Hr. = 2212 Peak Hr. Factor0.899:00 AMHourIntersection Pdstrns in Pk. Hr. = 133:45 PM 17 3 162 7 2 22 2 242 46 0 34 0 9 28 1 15 0 6 13 2 606 54:00 PM 24 2 204 11 1 17 1 225 47 0 36 0 7 24 6 17 0 5 17 0 637 74:15 PM 26 4 204 10 0 32 1 341 54 0 51 0 7 25 1 29 0 12 19 1 815 24:30 PM 23 2 217 12 2 19 2 297 52 1 37 0 11 19 1 21 0 5 16 2 733 64:45 PM 29 2 214 1 0 28 3 308 50 0 48 0 12 22 1 26 0 9 25 0 777 15:00 PM* 30 4 244 11 0 30 2 310 52 2 48 0 7 27 4 23 0 10 18 2 816 85:15 PM* 17521760212407540520525325098185345:30 PM* 23 3 235 12 0 19 5 374 43 0 51 0 8 23 3 17 0 10 13 1 836 45:45 PM* 20 9 212 14 0 16 5 352 39 0 49 0 10 17 4 28 0 10 19 1 800 56:00 PM 18 5 184 7 0 34 6 267 44 0 26 0 4 21 0 16 0 11 25 0 668 06:15 PM 20 3 199 10 0 28 1 255 37 0 30 0 14 26 1 19 0 16 26 0 684 16:30 PM 29 6 173 15 0 11 2 194 33 1 40 0 11 21 2 20 0 1 25 1 581 4Max. 15 min. 30 9 244 15 2 34 6 407 54 2 52 0 14 28 6 29 0 16 26 2 853 8Pk. Hr. Vol. 90 21 908 43 0 86 14 1443 188 2 200 0 30 92 14 93 0 39 58 5 3305 214:45 PMPeakIntersection Traffic in Pk. Hr. = 3305 Peak Hr. Factor0.975:45 PMHourIntersection Pdstrns in Pk. Hr. = 21Thursday 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) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 411 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 58 988 7 39 808 106 68 5 23 51 10 49 Adjusted Hourly Volume 58 995 0 39 914 0 68 28 0 51 59 0 Utilization Factor 0.03 0.17 0.00 0.02 0.15 0.00 0.04 0.01 0.00 0.03 0.03 0.00 Critical Factors 0.17 0.02 0.04 0.03 ICU Ratio = 0.36 LOS = A Turning Movements at Intersection of :El Camino Real and Dove Lane Time : to North Approach El Camino Real Date : Day : Thursday 2061 Total Name : Danny, Andrew 953 1108 Subtotals 3 Sub -106 808 39 Sub - Totals totals totals Totals W E e 169 a s 265 0 68 49 s t 96 5 10 110 t 23 51 0 158 A North A p 48 p p p r r 58 988 7 Dove Lane 5 Subtotals 887 1053 Total 1940 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 9:00 AM 8:00 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 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 111 908 43 100 1443 188 200 30 92 93 39 58 Adjusted Hourly Volume 111 951 0 100 1631 0 200 122 0 93 97 0 Utilization Factor 0.06 0.16 0.00 0.06 0.27 0.00 0.11 0.06 0.00 0.05 0.05 0.00 Critical Factors 0.06 0.27 0.11 0.05 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :El Camino Real and Dove Lane Time : to North Approach El Camino Real Date : Day : Thursday 2911 Total Name : Danny, Andrew 1731 1180 Subtotals 14 Sub -188 1443 100 Sub - Totals totals totals Totals W E e 317 a s 639 0 200 58 s t 322 30 39 190 t 92 93 0 349 A North A p 159 p p p r r 111 908 43 Dove Lane 21 Subtotals 1649 1062 Total 2711 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #15E/W Street : Alga Road/Aviara ParkwayData Collected by : Joe, ErinCount Date : Day :Traffic Control :Signalized07/23/09Weather : 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 70566240546370121428202843280106:30 AM 6074901078805092001211316336936:45 AM 200942006011570601716012605311249127:00 AM 11 0 122 19 0 7 0 108 10 1 3 0 12 19 0 121 0 33 10 6 475 77:15 AM 21 0 180 27 0 9 2 143 12 1 14 0 15 42 0 152 1 58 15 1 691 27:30 AM 45 0 197 38 0 6 0 158 14 0 15 0 30 36 0 181 2 74 24 3 820 37:45 AM 58 0 236 63 0 3 0 195 17 0 23 1 27 36 0 203 4 82 31 0 979 08:00 AM* 51 0 319 57 0 16 0 180 15 4 20 0 24 52 0 231 0 115 19 1 1099 58:15 AM* 50 0 221 68 0 14 0 170 12 0 15 0 27 60 1 209 0 98 31 2 975 38:30 AM* 80 0 213 76 0 9 1 215 14 0 20 0 33 45 0 202 1 113 33 0 1055 08:45 AM* 69 0 253 43 2 8 0 188 22 0 23 0 38 88 2 169 2 94 18 2 1015 69:00 AM 53 0 272 89 0 19 2 194 15 1 26 0 44 106 0 146 1 88 25 1 1080 2Max. 15 min. 80 0 319 89 2 19 2 215 22 4 26 1 44 106 2 231 4 115 33 6 1099 10Pk. Hr. Vol. 250 0 1006 244 2 47 1 753 63 4 78 0 122 245 3 811 3 420 101 5 4144 147:45 AMPeakIntersection Traffic in Pk. Hr. = 4144 Peak Hr. Factor0.948:45 AMHourIntersection Pdstrns in Pk. Hr. = 143:45 PM 92 0 210 107 0 40 0 197 31 0 15 0 79 85 0 115 5 59 11 5 1046 54:00 PM 110 0 240 126 0 35 1 242 21 1 27 0 72 95 0 105 3 72 19 2 1168 34:15 PM 110 0 218 119 0 45 3 281 30 0 27 0 90 80 0 95 2 74 22 5 1196 54:30 PM* 164 0 243 154 0 38 4 255 30 0 26 0 80 87 0 88 2 76 22 3 1269 34:45 PM* 123 0 244 181 0 38 8 291 20 0 35 1 94 97 0 101 4 77 18 0 1332 05:00 PM* 88 0 202 145 0 29 2 324 25 2 17 0 79 92 0 66 0 71 10 1 1150 35:15 PM* 135 0 263 192 0 40 5 369 22 0 17 0 90 78 0 84 0 76 21 0 1392 05:30 PM 101 0 205 138 0 50 8 338 20 0 28 0 80 83 0 102 1 51 18 0 1223 05:45 PM 108 0 217 147 0 47 5 298 29 0 23 0 103 90 0 102 1 24 11 0 1205 06:00 PM 179 0 198 158 0 37 4 227 26 1 22 0 94 98 1 113 3 77 25 0 1261 26:15 PM 119 0 183 140 0 19 2 244 24 0 23 0 103 114 0 86 3 64 12 1 1136 16:30 PM 61 0 151 131 0 35 5 164 26 1 25 0 67 68 0 86 0 60 23 0 902 1Max. 15 min. 179 0 263 192 0 50 8 369 31 2 35 1 103 114 1 115 5 77 25 5 1392 5Pk. Hr. Vol. 510 0 952 672 0 145 19 1239 97 2 95 1 343 354 0 339 6 300 71 4 5143 64:15 PMPeakIntersection Traffic in Pk. Hr. = 5143 Peak Hr. Factor0.925:15 PMHourIntersection Pdstrns in Pk. Hr. = 6Thursday El Camino Real at Alga Road/Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 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 250 1006 244 48 753 63 78 122 245 814 420 101 Adjusted Hourly Volume 250 1006 244 48 816 0 78 122 245 814 521 0 Utilization Factor 0.07 0.17 0.14 0.01 0.14 0.00 0.02 0.03 0.14 0.23 0.13 0.00 Critical Factors 0.07 0.14 0.14 0.23 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :El Camino Real and Alga Road/Aviara Parkway Time : to North Approach El Camino Real Date : Day : Thursday 2050 Total Name : Joe, Erin 864 1186 Subtotals 1 Sub -63 753 48 Sub - Totals totals totals Totals W E e 733 a s 1178 0 78 101 s t 445 122 420 1335 t 245 814 3 1751 A North A p 416 p p p r r 250 1006 244 Alga Road/Aviara Parkway 0 Subtotals 1809 1500 Total 3309 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 8:45 AM 7:45 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) 4:15 PM to 5:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 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 510 952 672 164 1239 97 96 343 354 345 300 71 Adjusted Hourly Volume 510 952 336 164 1336 0 96 343 354 345 371 0 Utilization Factor 0.14 0.16 0.19 0.05 0.22 0.00 0.03 0.09 0.20 0.10 0.09 0.00 Critical Factors 0.14 0.22 0.20 0.10 ICU Ratio = 0.76 LOS = C Turning Movements at Intersection of :El Camino Real and Alga Road/Aviara Parkway Time : to North Approach El Camino Real Date : Day : Thursday 2637 Total Name : Joe, Erin 1500 1137 Subtotals 19 Sub -97 1239 164 Sub - Totals totals totals Totals W E e 908 a s 1701 1 96 71 s t 793 343 300 716 t 354 345 6 1882 A North A p 1166 p p p r r 510 952 672 Alga Road/Aviara Parkway 0 Subtotals 1932 2134 Total 4066 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/09 5:15 PM 4:15 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #16E/W Street : Arenal RoadData Collected by : Veronica, KenCount Date :Day :Traffic Control :Signalized07/21/09Weather : 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 20670030142000001304001123216:30 AM 10960030183000001505000030306:45 AM 301361020234101001405002039907:00 AM 301862060238002001205002045607:15 AM 102283030334001012608004160917:30 AM 212622041354300002304001165717:45 AM 613165050410100013109014179018:00 AM* 14138740803930010037013002086008:15 AM* 7030250803701000133010003074008:30 AM* 15233630110417112003503035183328:45 AM* 13033690814441000224014002385439:00 AM 14135570140397102002201200108260Max. 15 min. 15 2 387 9 0 14 1 444312023701403538603Pk. Hr. Vol. 49 3 1361 21 0 35 1 162431303129040031243287 57:45 AMPeakIntersection Traffic in Pk. Hr. = 3287 Peak Hr. Factor0.968:45 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 2103335030376602002509003378334:00 PM 2124081156038024101160500122865114:15 PM 79242613041418000001928008397854:30 PM 22041940604382000110015005292224:45 PM 351452916049121101260402501035 25:00 PM 18042810051409400002306004090805:15 PM* 4115097020496101021701101911098 15:30 PM* 220480806052720000120301701068 05:45 PM* 2754716071519000001607021101072 06:00 PM* 250467404038430100260130115094306:15 PM 2433878061399110001807005085916:30 PM 321352804034250002140600707730Max. 15 min. 79 5 509 13 5 7 1 5276420226215021531098 11Pk. Hr. Vol. 115 6 1927 25 0 19 1 19266020271034054214181 15:00 PMPeakIntersection Traffic in Pk. Hr. = 4181 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 1Tuesday 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 52 1361 21 36 1624 3 3 3 129 40 3 12 Adjusted Hourly Volume 52 1382 0 36 1627 0 3 132 0 40 15 0 Utilization Factor 0.03 0.23 0.00 0.02 0.41 0.00 0.00 0.07 0.00 0.02 0.01 0.00 Critical Factors 0.03 0.41 0.07 0.02 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :El Camino Real and Arenal Road Time : to North Approach El Camino Real Date : Day : Tuesday 3040 Total Name : Veronica, Ken 1663 1377 Subtotals 1 Sub -3 1624 36 Sub - Totals totals totals Totals W E e55 a s 190 0 312s t 135 3 3 55 t 129 40 0 114 A North A p 59 p p p r r 52 1361 21 Arenal Road 3 Subtotals 1796 1434 Total 3230 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/09 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 121 1927 25 20 1926 6 2 2 71 34 5 42 Adjusted Hourly Volume 121 1952 0 20 1932 0 2 73 0 34 47 0 Utilization Factor 0.07 0.33 0.00 0.01 0.48 0.00 0.00 0.04 0.00 0.02 0.02 0.00 Critical Factors 0.07 0.48 0.04 0.02 ICU Ratio = 0.71 LOS = C Turning Movements at Intersection of :El Camino Real and Arenal Road Time : to North Approach El Camino Real Date : Day : Tuesday 3924 Total Name : Veronica, Ken 1952 1972 Subtotals 1 Sub -6 1926 20 Sub - Totals totals totals Totals W E e 126 a s 201 0 242s t752 581t 71 34 0 127 A North A p 46 p p p r r 121 1927 25 Arenal Road 6 Subtotals 2037 2073 Total 4110 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #17E/W Street : La Costa AvenueData Collected by : Joe, Erin, Lorenzo, LCCount Date :Day :Traffic Control :Signalized07/21/09Weather : 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 17028344031101049019140807715336676:30 AM 250321010631354492232327011013248486:45 AM 3106010806413821020501906012618262347:00 AM 20068416091128011015225015014114067517:15 AM 29 0 110 6 3 19 0 143 227 0 102 0 57 35 2 20 0 125 20 0 893 57:30 AM 32 0 121 8 1 20 0 149 219 0 130 0 59 33 0 38 0 151 32 0 992 17:45 AM 52 0 136 3 5 23 0 191 223 0 160 2 65 51 2 39 0 184 52 0 1181 78:00 AM 44 1 178 10 5 14 0 226 175 0 198 0 63 59 1 24 0 172 60 0 1224 68:15 AM* 48 0 159 8 0 17 1 244 202 0 145 0 74 53 0 49 0 139 47 0 1186 08:30 AM* 51 0 168 11 0 24 0 207 190 0 174 0 75 64 0 31 0 175 61 2 1231 28:45 AM* 48 0 191 10 1 23 0 267 202 0 142 0 61 65 0 29 0 177 43 0 1258 19:00 AM* 57 0 230 6 0 29 0 276 156 0 165 0 76 84 0 20 0 134 45 0 1278 0Max. 15 min. 57 1 230 11 5 29 1 276 227 4 198 2 76 84 2 49 0 184 61 3 1278 8Pk. Hr. Vol. 204 0 748 35 1 93 1 994 750 0 626 0 286 266 0 129 0 625 196 2 4953 38:00 AMPeakIntersection Traffic in Pk. Hr. = 4953 Peak Hr. Factor0.979:00 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 65 0 252 19 0 51 1 245 172 0 134 1 127 55 0 50 0 141 40 3 1353 34:00 PM 61 0 275 17 0 50 0 289 147 0 146 0 117 66 0 32 0 120 28 0 1348 04:15 PM 83 0 294 18 2 52 0 280 157 0 133 0 118 62 1 38 0 107 55 0 1397 34:30 PM 59 0 307 28 0 134 0 307 159 0 136 0 124 68 4 51 0 107 53 0 1533 44:45 PM 67 1 271 29 3 82 1 268 189 0 163 1 151 60 0 51 0 123 43 0 1500 35:00 PM 59 0 287 33 0 83 1 299 183 0 145 0 138 69 0 40 0 136 40 0 1513 05:15 PM* 82 0 331 33 0 62 0 282 150 0 190 1 154 65 0 36 0 113 31 0 1530 05:30 PM* 57 1 265 23 1 87 0 344 184 0 180 0 141 71 1 59 0 158 53 2 1623 45:45 PM* 73 1 232 23 0 69 0 274 242 0 165 0 129 60 0 30 0 93 77 0 1468 06:00 PM* 53 0 250 16 0 68 0 275 263 0 198 0 178 70 0 50 0 152 82 0 1655 06:15 PM 39 2 206 14 2 49 0 255 173 0 181 0 136 51 1 45 0 139 66 0 1356 36:30 PM 49 1 191 26 0 53 0 201 139 0 155 0 131 45 0 20 0 77 44 0 1132 0Max. 15 min. 83 2 331 33 3 134 1 344 263 0 198 1 178 71 4 59 0 158 82 3 1655 4Pk. Hr. Vol. 265 2 1078 95 1 286 0 1175 839 0 733 1 602 266 1 175 0 516 243 2 6276 45:00 PMPeakIntersection Traffic in Pk. Hr. = 6276 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 4Tuesday 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 204 748 35 94 994 750 626 286 266 129 625 196 Adjusted Hourly Volume 204 783 0 94 994 525 626 286 266 129 625 196 Utilization Factor 0.06 0.13 0.00 0.03 0.17 0.29 0.17 0.07 0.15 0.07 0.16 0.11 Critical Factors 0.06 0.29 0.17 0.16 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 : Tuesday 3409 Total Name : Joe, Erin, Lorenzo, LC 1838 1571 Subtotals 1 Sub -750 994 94 Sub - Totals totals totals Totals W E e 1579 a s 2757 0 626 196 s t 1178 286 625 950 t 266 129 0 1364 A North A p 414 p p p r r 204 748 35 La Costa Avenue 0 Subtotals 1389 987 Total 2376 Note : Left-turn volumes include U-turns. U-turns in bold. South Approach 07/21/09 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 11 1 1 6 1 Outside 7 Free-flow Lane Settings 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 267 1078 95 286 1175 839 734 602 266 175 516 243 Adjusted Hourly Volume 267 1173 0 286 1175 587 734 602 266 175 516 243 Utilization Factor 0.07 0.20 0.00 0.08 0.20 0.33 0.20 0.15 0.15 0.10 0.13 0.14 Critical Factors 0.07 0.33 0.20 0.14 ICU Ratio = 0.84 LOS = D Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Tuesday 4354 Total Name : Joe, Erin, Lorenzo, LC 2300 2054 Subtotals 0 Sub -839 1175 286 Sub - Totals totals totals Totals W E e 1621 a s 3223 1 734 243 s t 1602 602 516 934 t 266 175 0 1917 A North A p 983 p p p r r 267 1078 95 La Costa Avenue 2 Subtotals 1618 1440 Total 3058 Note : Left-turn volumes include U-turns. U-turns in bold. South Approach 07/21/09 6:00 PM 5:00 PM 30% RTOR reduction used for SBRTs CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #18E/W Street : Levante StreetData Collected by : Brian, RaulCount Date :Day :Traffic Control :Signalized07/21/09Weather : 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 0046021052201000090112012426:30 AM 0047031078710000060012015146:45 AM 10653030856010002100023019727:00 AM 009650301188000000221014026707:15 AM 1011440301748020020300017035507:30 AM 10150608020112120001210224142737:45 AM 501950010024422500001360030054268:00 AM 002271136028613020010320125160448:15 AM* 10185131902846050020310134457158:30 AM* 302201121002486170020290044558088:45 AM* 50218140923438040030260028166019:00 AM* 502461101203321516001229023416934Max. 15 min. 5 0 246 14 3 12 2 343 2257003236124456938Pk. Hr. Vol. 14 0 869 49 3 40 2 1207 35 2 22008211503140112504 188:00 AMPeakIntersection Traffic in Pk. Hr. = 2504 Peak Hr. Factor0.909:00 AMHourIntersection Pdstrns in Pk. Hr. = 183:45 PM 12032920016029019030060240320074204:00 PM 1003512602702808060030290122176314:15 PM 70317430360285121160150170223076414:30 PM 6138238033027561110092280218280954:45 PM* 3033129032029450210030270021076605:00 PM* 8037332131029770100140360118181825:15 PM* 414312503203383030110220031089205:30 PM* 323365504103257040250190018081705:45 PM 613062702602893070070300015071706:00 PM 113122903703004050010200019072906:15 PM 312511603202742020010130023061806:30 PM 10270290330249403000028011506330Max. 15 min. 12 2 431 55 1 41 0 338 19 1 21029236033128925Pk. Hr. Vol. 18 3 1471 141 1 136 0 1254 22 0 38 0 4 13 0 104 0 1 88 1 3293 24:30 PMPeakIntersection Traffic in Pk. Hr. = 3293 Peak Hr. Factor0.925:30 PMHourIntersection Pdstrns in Pk. Hr. = 2Tuesday 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 14 869 49 42 1207 35 22 0 8 115 3 140 Adjusted Hourly Volume 14 918 0 42 1242 0 22 8 0 115 3 140 Utilization Factor 0.01 0.15 0.00 0.02 0.21 0.00 0.01 0.00 0.00 0.06 0.00 0.08 Critical Factors 0.01 0.21 0.01 0.08 ICU Ratio = 0.41 LOS = A Turning Movements at Intersection of :El Camino Real and Levante Street Time : to North Approach El Camino Real Date : Day : Tuesday 2317 Total Name : Brian, Raul 1284 1033 Subtotals 2 Sub -35 1207 42 Sub - Totals totals totals Totals W E e52 a s82 0 22 140 s t 30 0 3 258 t 8 115 0 347 A North A p 89 p p p r r 14 869 49 Levante Street 0 Subtotals 1330 932 Total 2262 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/09 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 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 21 1471 141 136 1254 22 38 4 13 104 1 88 Adjusted Hourly Volume 21 1612 0 136 1276 0 38 17 0 104 1 88 Utilization Factor 0.01 0.27 0.00 0.08 0.21 0.00 0.02 0.01 0.00 0.06 0.00 0.05 Critical Factors 0.27 0.08 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 : Tuesday 3009 Total Name : Brian, Raul 1412 1597 Subtotals 0 Sub -22 1254 136 Sub - Totals totals totals Totals W E e41 a s96 0 38 88 s t 55 4 1 193 t 13 104 0 474 A North A p 281 p p p r r 21 1471 141 Levante Street 3 Subtotals 1374 1633 Total 3007 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #19E/W Street : Calle BarcelonaData Collected by : Laurie, AndrewCount Date : Day :Traffic Control :Signalized07/21/09Weather : 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 0029202044100201001402017014106:30 AM 103200607690304202002211018606:45 AM 2054534073130401002203510222357:00 AM 20803030118210506202802816031207:15 AM 207950110170190905203304025340037:30 AM 90911202001812412408013604834248747:45 AM 5013280302284711805314806840060528:00 AM 32167911302544011809203607041066428:15 AM* 2 0 135 15 2 22 0 258 46 0 25 0 15 7 1 38 0 66 36 1 665 48:30 AM* 0 0 180 12 3 24 1 243 36 0 13 0 12 7 0 44 0 58 30 0 660 38:45 AM* 5 0 129 18 0 19 1 309 36 0 33 0 14 3 1 43 1 51 48 1 710 29:00 AM* 15 1 192 19 0 26 0 277 59 0 28 0 11 6 1 36 0 62 33 0 765 1Max. 15 min. 15 2 192 19 3 26 1 309 59 1 33 0 15 7 1 48 1 70 48 3 765 5Pk. Hr. Vol. 22 1 636 64 5 91 2 1087 177 0 99 0 52 23 3 161 1 237 147 2 2800 108:00 AMPeakIntersection Traffic in Pk. Hr. = 2800 Peak Hr. Factor0.929:00 AMHourIntersection Pdstrns in Pk. Hr. = 103:45 PM 23 2 266 51 0 35 0 276 63 0 69 0 50 20 0 30 0 33 27 0 945 04:00 PM 20 0 289 50 0 25 1 246 51 0 67 0 44 11 0 29 0 30 20 1 883 14:15 PM 25 0 264 39 0 33 2 273 38 0 77 0 52 26 0 29 0 20 26 0 904 04:30 PM 18 0 309 56 0 31 0 249 45 0 73 0 56 20 1 31 0 24 22 1 934 24:45 PM* 14 1 283 56 0 30 0 287 54 0 73 0 67 30 1 19 0 27 17 0 958 15:00 PM* 17 1 305 66 0 33 0 283 49 0 68 0 47 15 2 37 0 24 14 0 959 25:15 PM* 23 3 355 68 0 42 1 305 76 0 65 0 54 22 0 16 0 27 26 1 1083 15:30 PM* 14 1 285 66 0 60 1 330 69 0 64 1 49 20 0 20 0 32 20 3 1032 35:45 PM 12 0 246 54 0 59 0 270 55 0 66 0 58 12 0 26 0 49 21 0 928 06:00 PM 20 0 257 60 0 39 0 282 63 0 54 0 62 17 2 10 0 28 16 0 908 26:15 PM 24 1 205 56 0 39 0 261 51 0 42 0 45 19 0 29 0 41 13 0 826 06:30 PM 16 4 231 47 2 47 1 208 62 1 62 0 61 18 0 27 0 41 12 0 837 3Max. 15 min. 25 4 355 68 2 60 2 330 76 1 77 1 67 30 2 37 0 49 27 3 1083 3Pk. Hr. Vol. 68 6 1228 256 0 165 2 1205 248 0 270 1 217 87 3 92 0 110 77 4 4032 74:30 PMPeakIntersection Traffic in Pk. Hr. = 4032 Peak Hr. Factor0.935:30 PMHourIntersection Pdstrns in Pk. Hr. = 7Tuesday 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 23 636 64 93 1087 177 99 52 23 162 237 147 Adjusted Hourly Volume 23 700 0 93 1264 0 99 75 0 162 384 0 Utilization Factor 0.01 0.12 0.00 0.03 0.21 0.00 0.06 0.02 0.00 0.09 0.10 0.00 Critical Factors 0.01 0.21 0.06 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 : Tuesday 2241 Total Name : Laurie, Andrew 1357 884 Subtotals 2 Sub -177 1087 93 Sub - Totals totals totals Totals W E e 436 a s 610 0 99 147 s t 174 52 237 546 t 23 162 1 754 A North A p 208 p p p r r 23 636 64 Calle Barcelona 1 Subtotals 1272 723 Total 1995 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/09 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 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 74 1228 256 167 1205 248 271 217 87 92 110 77 Adjusted Hourly Volume 74 1484 0 167 1453 0 271 304 0 92 187 0 Utilization Factor 0.02 0.25 0.00 0.05 0.24 0.00 0.15 0.08 0.00 0.05 0.05 0.00 Critical Factors 0.25 0.05 0.15 0.05 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Tuesday 3197 Total Name : Laurie, Andrew 1620 1577 Subtotals 2 Sub -248 1205 167 Sub - Totals totals totals Totals W E e 427 a s 1002 1 271 77 s t 575 217 110 279 t 87 92 0 917 A North A p 638 p p p r r 74 1228 256 Calle Barcelona 6 Subtotals 1390 1558 Total 2948 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/21/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #20E/W Street : Palomar Airport RoadData Collected by : Danny, Laurie, L.C.Count Date : Day :Traffic Control :Signalized07/14/09Weather : 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 107201406103018203101025012006:30 AM 402602007203024412711632014816:45 AM 3001102205404046817202537023717:00 AM 1051122105202047728303245126157:15 AM 305121260125190591028003249030247:30 AM 5083512507204072816912749031227:45 AM 30182323209206094917003467036738:00 AM 1001031133085090571128303980037638:15 AM* 6 0 7 25 0 35 0 16 5 0 13 0 65 10 1 87 2 47 84 1 402 28:30 AM* 3 0 14 32 1 31 0 11 7 0 11 0 87 15 2 66 0 34 76 0 387 38:45 AM* 3 0 14 32 1 31 0 11 7 0 11 0 87 15 2 66 0 34 76 0 387 39:00 AM* 601930135013605072131860408304082Max. 15 min. 10 0 19 35 2 35 0 16 7 1 13 0 94 15 2 87 2 47 84 1 408 5Pk. Hr. Vol. 18 0 54 119 3 132 0 51 25 0 40 0 311 53 6 305 2 155 319 1 1584 108:00 AMPeakIntersection Traffic in Pk. Hr. = 1584 Peak Hr. Factor0.979:00 AMHourIntersection Pdstrns in Pk. Hr. = 103:45 PM 11 0 14 62 2 54 0 20 14 2 3 1 81 11 0 50 0 89 40 0 450 44:00 PM 7017531580158070815043108246043214:15 PM 10013670620239090691105039447046704:30 PM 20 0 16 75 1 61 0 14 8 0 10 0 65 14 1 68 5 87 42 0 485 24:45 PM 19 0 19 92 5 60 0 14 7 0 14 0 106 10 1 56 2 96 44 0 539 65:00 PM* 10 0 13 80 0 79 0 13 11 0 7 0 72 7 0 74 0 94 56 1 516 15:15 PM* 29 0 23 127 2 90 0 22 13 0 10 0 71 5 0 49 1 86 67 0 593 25:30 PM* 26 0 20 82 0 55 0 13 12 0 9 0 74 11 1 82 1 121 72 0 578 15:45 PM* 14 0 22 88 0 93 0 13 18 1 0 0 93 13 3 61 0 108 100 1 623 56:00 PM 13 0 28 73 0 58 0 16 20 0 15 0 64 7 0 56 2 77 68 0 497 06:15 PM 15 0 14 41 1 57 0 11 18 0 5 0 72 9 0 38 2 104 60 0 446 16:30 PM 14016585510690508160381825904265Max. 15 min. 29 0 28 127 5 93 0 23 20 2 15 1 106 14 3 82 10 121 100 1 623 6Pk. Hr. Vol. 79 0 78 377 2 317 0 61 54 1 26 0 310 36 4 266 2 409 295 2 2310 94:45 PMPeakIntersection Traffic in Pk. Hr. = 2310 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 9Tuesday 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) 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 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 18 54 119 132 51 25 40 311 53 307 155 319 Adjusted Hourly Volume 18 54 119 183 0 25 40 364 0 307 155 319 Utilization Factor 0.01 0.03 0.07 0.05 0.00 0.01 0.02 0.18 0.00 0.17 0.08 0.18 Critical Factors 0.07 0.05 0.18 0.17 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :Avenida Encinas and Palomar Airport Road Time : to North Approach Avenida Encinas Date : Day : Tuesday 621 Total Name : Danny, Laurie, L.C.208 413 Subtotals 0 Sub -25 51 132 Sub - Totals totals totals Totals W E e 198 a s 602 0 40 319 s t 404 311 155 781 t 53 307 2 1345 A North A p 564 p p p r r 18 54 119 Palomar Airport Road 0 Subtotals 409 191 Total 600 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/09 9:00 AM 8:00 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 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 79 78 377 317 61 54 26 310 36 268 409 295 Adjusted Hourly Volume 79 78 377 378 0 54 26 346 0 268 409 295 Utilization Factor 0.04 0.04 0.21 0.11 0.00 0.03 0.01 0.17 0.00 0.15 0.20 0.16 Critical Factors 0.21 0.11 0.17 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 831 Total Name : Danny, Laurie, L.C.432 399 Subtotals 0 Sub -54 61 317 Sub - Totals totals totals Totals W E e 542 a s 914 0 26 295 s t 372 310 409 972 t 36 268 2 1978 A North A p 1006 p p p r r 79 78 377 Palomar Airport Road 0 Subtotals 363 534 Total 897 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #21E/W Street : Palomar Airport RoadData Collected by : Danny, Laurie, KenCount Date :Day :Traffic Control :Signalized07/14/09Weather : 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 2206121402601012081516111413042026:30 AM 240960303601601911805314812044406:45 AM 46072405008023231623010017524066307:00 AM 310111027077036139235016215933074727:15 AM 41 0 19 16 0 10 0 5 13 0 37 10 334 27 1 8 0 213 17 0 750 17:30 AM 29 0 22 23 0 13 0 10 20 0 30 0 434 25 0 16 4 173 20 0 819 07:45 AM 30 0 24 31 0 26 0 12 22 0 35 0 573 34 3 7 5 197 34 1 1030 48:00 AM* 52 0 32 40 0 25 0 14 24 0 40 0 637 22 0 9 2 189 38 0 1124 08:15 AM* 51 0 21 42 1 19 0 14 19 0 41 3 487 44 0 7 1 244 31 0 1024 18:30 AM* 71 0 13 30 1 27 0 12 21 1 33 3 498 43 0 9 0 182 28 0 970 28:45 AM* 72 0 36 30 1 26 0 8 20 0 42 1 493 46 0 20 7 224 38 0 1063 19:00 AM 58 0 29 23 0 24 0 3 21 0 58 4 455 31 0 22 7 227 34 0 996 0Max. 15 min. 72 0 36 42 2 27 0 14 24 1 58 10 637 46 3 22 7 244 38 1 1124 4Pk. Hr. Vol. 246 0 102 142 3 97 0 48 84 1 156 7 2115 155 0 45 10 839 135 0 4181 47:45 AMPeakIntersection Traffic in Pk. Hr. = 4181 Peak Hr. Factor0.938:45 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 69 0 23 37 2 50 0 17 66 2 66 2 270 37 0 47 6 444 40 3 1174 74:00 PM 70 0 15 31 1 44 0 29 71 2 69 2 283 40 0 33 3 416 51 0 1157 34:15 PM 57 0 22 32 3 61 0 17 64 5 66 1 300 40 1 29 4 436 51 0 1180 94:30 PM 52 0 22 33 1 61 0 19 62 4 73 3 312 36 0 22 3 372 61 1 1131 64:45 PM 50 0 30 31 1 60 0 21 51 3 66 3 307 47 2 32 12 452 51 1 1213 75:00 PM* 75 0 23 30 0 63 0 27 72 1 70 0 278 38 0 52 6 496 65 0 1295 15:15 PM* 75 0 24 35 2 58 0 22 64 1 64 3 362 60 0 45 9 584 47 0 1452 35:30 PM* 64 0 26 33 0 49 0 29 52 3 68 2 328 48 0 45 10 569 52 1 1375 45:45 PM* 63 0 22 21 1 62 0 31 62 0 59 2 352 49 1 53 7 513 62 0 1358 26:00 PM 40 0 22 30 0 38 1 25 59 1 89 1 342 48 0 21 5 456 52 0 1229 16:15 PM 71 0 22 34 0 53 0 29 81 2 58 2 273 43 0 21 6 368 52 0 1113 26:30 PM 32 0 24 26 0 44 0 35 49 0 70 2 318 40 0 31 7 407 63 0 1148 0Max. 15 min. 75 0 30 37 3 63 1 35 81 5 89 3 362 60 2 53 12 584 65 3 1452 9Pk. Hr. Vol. 277 0 95 119 3 232 0 109 250 5 261 7 1320 195 1 195 32 2162 226 1 5480 104:45 PMPeakIntersection Traffic in Pk. Hr. = 5480 Peak Hr. Factor0.945:45 PMHourIntersection Pdstrns in Pk. Hr. = 10Tuesday 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 Free-flow Lane Settings 220220230231 Capacity 3600 4000 0 3600 4000 0 3600 6000 0 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 246 102 142 97 48 84 163 2115 155 55 839 135 Adjusted Hourly Volume 246 244 0 97 132 0 163 2270 0 55 839 135 Utilization Factor 0.07 0.06 0.00 0.03 0.03 0.00 0.05 0.38 0.00 0.02 0.14 0.08 Critical Factors 0.07 0.03 0.38 0.02 ICU Ratio = 0.60 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 : Danny, Laurie, Ken 229 393 Subtotals 0 Sub -84 48 97 Sub - Totals totals totals Totals W E e 1176 a s 3609 7 163 135 s t 2433 2115 839 1029 t 155 55 10 3393 A North A p 2364 p p p r r 246 102 142 Palomar Airport Road 0 Subtotals 248 490 Total 738 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/09 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) 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 11 1 6 1 Outside 7 Free-flow Lane Settings 220220230231 Capacity 3600 4000 0 3600 4000 0 3600 6000 0 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 277 95 119 232 109 250 268 1320 195 227 2162 226 Adjusted Hourly Volume 277 214 0 232 359 0 268 1515 0 227 2162 226 Utilization Factor 0.08 0.05 0.00 0.06 0.09 0.00 0.07 0.25 0.00 0.06 0.36 0.13 Critical Factors 0.08 0.09 0.07 0.36 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Paseo Del Norte and Palomar Airport Road Time : to North Approach Paseo Del Norte Date : Day : Tuesday 1173 Total Name : Danny, Laurie, Ken 591 582 Subtotals 0 Sub -250 109 232 Sub - Totals totals totals Totals W E e 2696 a s 4479 7 268 226 s t 1783 1320 2162 2615 t 195 227 32 4318 A North A p 1703 p p p r r 277 95 119 Palomar Airport Road 0 Subtotals 499 491 Total 990 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Armada Drive/Costco EntranceFile : 2009 Int #22E/W Street : Palomar Airport RoadData Collected by : Ken, VeronicaCount Date :Day :Traffic Control :Signalized07/09/09Weather : 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 11025010331531921005112515138126:30 AM 12037110020622062108112918041616:45 AM 1201900053019028434011017632058607:00 AM 21011002015012038028117023242075117:15 AM 22051502064014131613214017924061527:30 AM 1504142604603224161905022828177937:45 AM* 1402100905702215891909018935091108:00 AM* 17 0 5 13 0 17 0 2 16 0 41 1 483 17 0 13 0 204 57 0 886 08:15 AM* 16061007025033449024014023543188918:30 AM* 160211080119053646516012023540088408:45 AM 260125090112023644635012022130084709:00 AM 3002320603602554752801712332708900Max. 15 min. 30 0 6 32 2 17 0 6 19 1 53 6 589 35 2 17 1 235 57 1 911 3Pk. Hr. Vol. 63 0 15 44 0 41 0 10 47 0 149 12 2027 76 0 48 0 863 175 1 3570 17:30 AMPeakIntersection Traffic in Pk. Hr. = 3570 Peak Hr. Factor0.988:30 AMHourIntersection Pdstrns in Pk. Hr. = 13:45 PM 98 0 2 71 0 55 3 12 46 0 16 11 270 36 0 43 11 346 22 0 1042 04:00 PM 94 0 9 51 5 27 0 7 35 0 12 11 275 31 0 42 8 369 22 0 993 54:15 PM 64 0 12 70 0 44 0 9 30 0 26 8 237 37 0 59 2 424 14 0 1036 04:30 PM 70 0 10 48 0 43 0 13 43 0 51 12 264 24 1 44 0 420 18 0 1060 14:45 PM 79 0 16 57 1 39 0 3 41 0 25 13 280 24 0 120 2 494 24 0 1217 15:00 PM* 83 0 14 61 0 43 0 7 46 2 14 7 274 30 0 52 0 525 25 0 1181 25:15 PM* 68 0 10 57 0 70 1 20 48 0 26 6 299 31 0 45 0 561 9 0 1251 05:30 PM* 94 0 14 48 0 46 1 8 43 0 27 16 311 30 0 72 0 526 32 0 1268 05:45 PM* 66 0 10 61 0 59 2 12 38 1 26 12 331 29 0 50 1 504 22 0 1223 16:00 PM 86 0 9 69 0 29 0 17 29 0 10 7 259 39 0 44 2 372 20 0 992 06:15 PM 71 0 9 43 0 24 0 10 34 0 21 9 289 31 1 58 0 412 22 0 1033 16:30 PM 81 0 13 53 0 19 1 8 33 0 15 20 274 26 0 43 2 314 11 0 913 0Max. 15 min. 98 0 16 71 5 70 3 20 48 2 51 20 331 39 1 120 11 561 32 0 1268 5Pk. Hr. Vol. 311 0 48 227 0 218 4 47 175 3 93 41 1215 120 0 219 1 2116 88 0 4923 34:45 PMPeakIntersection Traffic in Pk. Hr. = 4923 Peak Hr. Factor0.975:45 PMHourIntersection Pdstrns in Pk. Hr. = 3Thursday 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) 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 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 63 15 44 41 10 47 161 2027 76 48 863 175 Adjusted Hourly Volume 63 59 0 41 10 47 161 2027 76 48 863 175 Utilization Factor 0.02 0.03 0.00 0.01 0.01 0.03 0.04 0.34 0.04 0.03 0.14 0.10 Critical Factors 0.02 0.03 0.34 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 437 Total Name : Ken, Veronica 98 339 Subtotals 0 Sub -47 10 41 Sub - Totals totals totals Totals W E e 985 a s 3249 12 161 175 s t 2264 2027 863 1086 t 76 48 0 3198 A North A p 2112 p p p r r 63 15 44 Palomar Airport Road 0 Subtotals 134 122 Total 256 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 8:30 AM 7:30 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 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 311 48 227 222 47 175 134 1215 120 220 2116 88 Adjusted Hourly Volume 311 275 0 222 47 175 134 1215 120 220 2116 88 Utilization Factor 0.09 0.14 0.00 0.06 0.02 0.10 0.04 0.20 0.07 0.12 0.35 0.05 Critical Factors 0.14 0.06 0.04 0.35 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Armada Drive/Costco Entrance and Palomar Airport Road Time : to North Approach Armada Drive/Costco Entrance Date : Day : Thursday 677 Total Name : Ken, Veronica 444 233 Subtotals 4 Sub -175 47 222 Sub - Totals totals totals Totals W E e 2643 a s 4112 41 134 88 s t 1469 1215 2116 2424 t 120 220 1 4085 A North A p 1661 p p p r r 311 48 227 Palomar Airport Road 0 Subtotals 386 586 Total 972 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Hidden Valley Road/The Crossings DriveFile : 2009 Int #23E/W Street : Palomar Airport RoadData Collected by : Joe, ErinCount Date : Day :Traffic Control :Signalized07/09/09Weather : 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 300502000020195301014514037006:30 AM 80010500715020570201407038716:45 AM 30181100014027170302067151137:00 AM 902110000508038462412747171137:15 AM 802100201207133260402359061907:30 AM 14041414017480416906124310073757:45 AM* 1403230903401605101906121514083708:00 AM* 1204160603208057918028028919098408:15 AM* 1703140402601804801907126321085508:30 AM* 16 0 4 12 0 13 0 3 11 1 14 0 459 18 0 17 0 233 14 0 814 18:45 AM 170310011016019042719014026127081509:00 AM 170270903202404892602102462008660Max. 15 min. 17 0 4 23 1 13 0 3 11 4 24 1 579 26 2 28 1 289 27 1 984 5Pk. Hr. Vol. 59 0 14 65 0 32 0 11 23 1 56 0 2028 74 0 58 2 1000 68 0 3490 17:30 AMPeakIntersection Traffic in Pk. Hr. = 3490 Peak Hr. Factor0.898:30 AMHourIntersection Pdstrns in Pk. Hr. = 13:45 PM 210260 18 0 3 25 1 28 6 359 19 060402 140 909 14:00 PM 130470 16 0 4 25 0 11 3 305 20 081431 62 854 24:15 PM 901181 24 0 1 22 1 12 1 355 27 0202478 150 985 24:30 PM 1705140 27 0 1 24 1 7 3 322 26 2160421 111 894 44:45 PM*2305110 27 0 10 32 0 10 2 364 25 0130541 180 1081 05:00 PM*2903120 13 0 4 27 1 12 4 330 27 0190556 220 1058 15:15 PM*250490 31 0 1 24 1 3 1 374 36 1180689 170 1232 25:30 PM*2702180 31 0 7 39 2 14 1 375 26 2281576 280 1173 45:45 PM 2205100 21 0 2 18 0 8 4 377 31 1330535 130 1079 16:00 PM 1102170902202142351332200450 80 939 46:15 PM 2402100 16 0 10 23 0 10 2 290 15 190453 160 880 16:30 PM 130160 14 0 5 19 0 5 0 243 13 0160256 80 599 0Max. 15 min. 29 0 5 18 1 31 0 10 39 2 28 6 377 36 2 33 2 689 28 2 1232 4Pk. Hr. Vol. 104 0 14 50 0 102 0 22 122 4 39 8 1443 114 3 78 1 2362 85 0 4544 74:30 PMPeakIntersection Traffic in Pk. Hr. = 4544 Peak Hr. Factor0.925:30 PMHourIntersection Pdstrns in Pk. Hr. = 7Thursday 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) 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 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 59 14 65 32 11 23 56 2028 74 60 1000 68 Adjusted Hourly Volume 59 79 0 32 11 23 56 2028 74 60 1068 0 Utilization Factor 0.03 0.04 0.00 0.02 0.01 0.01 0.03 0.34 0.04 0.03 0.18 0.00 Critical Factors 0.04 0.02 0.34 0.03 ICU Ratio = 0.53 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 204 Total Name : Joe, Erin 66 138 Subtotals 0 Sub -23 11 32 Sub - Totals totals totals Totals W E e 1082 a s 3240 0 56 68 s t 2158 2028 1000 1128 t 74 60 2 3255 A North A p 2127 p p p r r 59 14 65 Palomar Airport Road 0 Subtotals 143 138 Total 281 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 8:30 AM 7:30 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 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 104 14 50 102 22 122 47 1443 114 79 2362 85 Adjusted Hourly Volume 104 64 0 102 22 122 47 1443 114 79 2447 0 Utilization Factor 0.06 0.03 0.00 0.06 0.01 0.07 0.03 0.24 0.06 0.04 0.41 0.00 Critical Factors 0.06 0.07 0.03 0.41 ICU Ratio = 0.67 LOS = B 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 384 Total Name : Joe, Erin 246 138 Subtotals 0 Sub -122 22 102 Sub - Totals totals totals Totals W E e 2596 a s 4200 8 47 85 s t 1604 1443 2362 2526 t 114 79 1 4122 A North A p 1596 p p p r r 104 14 50 Palomar Airport Road 0 Subtotals 214 168 Total 382 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : College Boulevard/Aviara ParkwayFile : 2009 Int #24E/W Street : Palomar Airport RoadData Collected by : Raul, AndyCount Date :Day :Traffic Control :Signalized07/09/09Weather : 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 1601211000411071011880601284038906:30 AM 15015180308130560137150701105040206:45 AM 28 0 26 12 0 0 0 14 14 0 90 0 176 12 0 12 1 183 1 1 569 17:00 AM 40 0 60 22 2 13 0 16 23 0 103 0 274 12 0 19 1 179 2 0 764 27:15 AM 25 0 48 26 0 7 0 12 26 0 72 1 216 19 0 21 0 197 5 2 675 27:30 AM 20 1 62 43 1 10 0 33 28 0 98 0 300 24 0 22 0 181 4 2 826 37:45 AM* 58 0 80 59 1 14 0 25 35 0 112 0 394 21 0 22 0 183 5 0 1008 18:00 AM* 49 1 110 56 0 22 0 34 21 0 174 0 400 21 0 36 0 205 18 0 1147 08:15 AM* 26 0 94 61 1 9 0 25 35 0 127 0 338 25 0 29 1 198 9 1 977 28:30 AM* 57 0 81 59 1 11 0 30 20 1 129 0 321 34 1 39 2 178 7 0 968 38:45 AM 26 0 74 57 1 8 0 30 28 0 113 0 313 21 0 30 0 205 12 0 917 19:00 AM 31 0 77 47 0 11 0 25 39 0 127 0 348 32 0 30 1 206 11 0 985 0Max. 15 min. 58 1 110 61 2 22 0 34 39 1 174 1 400 34 1 39 2 206 18 2 1147 3Pk. Hr. Vol. 190 1 365 235 3 56 0 114 111 1 542 0 1453 101 1 126 3 764 39 1 4100 67:30 AMPeakIntersection Traffic in Pk. Hr. = 4100 Peak Hr. Factor0.898:30 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 57 0 22 12 1 10 0 42 93 0 38 1 279 68 0 49 0 262 15 0 948 14:00 PM 53 0 24 20 0 11 0 40 63 0 36 0 213 56 0 53 1 296 17 3 883 34:15 PM 55 0 23 59 1 11 0 70 130 0 37 0 304 56 0 52 1 288 27 0 1113 14:30 PM 48 0 24 41 0 5 0 42 91 0 22 1 267 69 1 63 1 282 22 0 978 14:45 PM* 53 0 40 38 1 10 0 76 132 0 33 0 267 64 1 85 0 353 29 0 1180 25:00 PM* 62 0 79 31 0 7 0 77 127 0 35 0 301 82 0 77 0 333 17 0 1228 05:15 PM* 41 0 62 41 0 14 0 137 165 0 31 0 301 63 0 95 1 454 27 0 1432 05:30 PM* 68 0 29 29 0 8 0 105 152 0 37 0 295 50 2 91 1 353 17 0 1235 25:45 PM 54 0 39 41 0 4 0 87 122 0 29 1 295 54 0 51 1 349 19 0 1146 06:00 PM 44 0 14 31 0 9 0 76 101 0 44 1 287 42 3 82 1 269 10 0 1011 36:15 PM 46 0 27 29 0 7 0 68 101 0 29 0 239 71 0 40 0 260 12 0 929 06:30 PM 50 0 19 30 0 2 0 64 72 0 26 0 213 56 0 60 1 249 8 0 850 0Max. 15 min. 68 0 79 59 1 14 0 137 165 0 44 1 304 82 3 95 1 454 29 3 1432 3Pk. Hr. Vol. 224 0 210 139 1 39 0 395 576 0 136 0 1164 259 3 348 2 1493 90 0 5075 44:30 PMPeakIntersection Traffic in Pk. Hr. = 5075 Peak Hr. Factor0.895:30 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 191 365 235 56 114 111 542 1453 101 129 764 39 Adjusted Hourly Volume 191 365 235 56 0 225 542 1453 101 129 764 39 Utilization Factor 0.05 0.09 0.13 0.03 0.00 0.06 0.15 0.24 0.06 0.04 0.13 0.02 Critical Factors 0.13 0.03 0.24 0.04 ICU Ratio = 0.54 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 1227 Total Name : Raul, Andy 281 946 Subtotals 0 Sub -111 114 56 Sub - Totals totals totals Totals W E e 1065 a s 3161 0 542 39 s t 2096 1453 764 932 t 101 129 3 2679 A North A p 1747 p p p r r 191 365 235 Palomar Airport Road 1 Subtotals 342 791 Total 1133 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 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 224 210 139 39 395 576 136 1164 259 350 1493 90 Adjusted Hourly Volume 224 210 139 39 0 971 136 1164 259 350 1493 90 Utilization Factor 0.06 0.05 0.08 0.02 0.00 0.27 0.04 0.19 0.14 0.10 0.25 0.05 Critical Factors 0.06 0.27 0.19 0.10 ICU Ratio = 0.72 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 1446 Total Name : Raul, Andy 1010 436 Subtotals 0 Sub -576 395 39 Sub - Totals totals totals Totals W E e 2293 a s 3852 0 136 90 s t 1559 1164 1493 1933 t 259 350 2 3277 A North A p 1344 p p p r r 224 210 139 Palomar Airport Road 0 Subtotals 1002 573 Total 1575 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Palomar Oaks WayFile : 2009 Int #25E/W Street : Palomar Airport RoadData Collected by : Servando, AndrewCount Date :Day :Traffic Control :Signalized08/06/09Weather : 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 00000000105111240001215024906:30 AM 000001003018113831101485031816:45 AM 000000003019017770402033141617:00 AM 00100300110360237200101797049507:15 AM 1010000070252230110012416052507:30 AM 00000100604442981920122512061027:45 AM* 00000100404623642001126216071708:00 AM* 30110200506514342810021920077918:15 AM* 10000200204213302002023923066208:30 AM* 10100300705123011400026721066808:45 AM 20010100903863301000020315061509:00 AM 10000501150463383120002241407040Max. 15 min.30110501150656434282412672317792Pk. Hr. Vol.5021080018020461429 82 1 3 1 987 80 0 2826 17:30 AMPeakIntersection Traffic in Pk. Hr. = 2826 Peak Hr. Factor0.918:30 AMHourIntersection Pdstrns in Pk. Hr. = 13:45 PM 150000800505025900103256062404:00 PM 900206003105127610023013163714:15 PM 12011011005504036330003884084204:30 PM 14011012015304135421003510079414:45 PM* 16000010001704122702003672064425:00 PM* 7000013001703027900003761069605:15 PM* 25000022007205034520004524092705:30 PM* 14000014024503236200003720081405:45 PM 15010015002902028011122881063516:00 PM 8010012003011131620002782065116:15 PM 12001010001905126810113041062406:30 PM 60000400250012640001277105790Max. 15 min. 2501202202721523633212452619272Pk. Hr. Vol. 62000059021510153121322001567 7 0 3081 24:30 PMPeakIntersection Traffic in Pk. Hr. = 3081 Peak Hr. Factor0.835:30 PMHourIntersection Pdstrns in Pk. Hr. = 2Thursday 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 52180182101429 82 4 987 80 Adjusted Hourly Volume 53081802101511 0 4 1067 0 Utilization Factor 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.25 0.00 0.00 0.18 0.00 Critical Factors 0.00 0.00 0.12 0.18 ICU Ratio = 0.40 LOS = A Turning Movements at Intersection of :Palomar Oaks Way and Palomar Airport Road Time : to North Approach Palomar Oaks Way Date : Day : Thursday 312 Total Name : Servando, Andrew 26 286 Subtotals 0 Sub -18 0 8 Sub - Totals totals totals Totals W E e 1016 a s 2737 6 210 80 s t 1721 1429 987 1071 t 82 4 1 2510 A North A p 1439 p p p r r 521 Palomar Airport Road 0 Subtotals 85 8 Total 93 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/09 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 62 0 0 59 2 151 18 1213 2 0 1567 7 Adjusted Hourly Volume 62 0 0 59 153 0 18 1215 0 0 1574 0 Utilization Factor 0.03 0.00 0.00 0.03 0.04 0.00 0.01 0.20 0.00 0.00 0.26 0.00 Critical Factors 0.03 0.04 0.01 0.26 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :Palomar Oaks Way and Palomar Airport Road Time : to North Approach Palomar Oaks Way Date : Day : Thursday 234 Total Name : Servando, Andrew 212 22 Subtotals 0 Sub -151 2 59 Sub - Totals totals totals Totals W E e 1783 a s 3016 3 18 7 s t 1233 1213 1567 1574 t 2002846 A North A p 1272 p p p r r 62 0 0 Palomar Airport Road 0 Subtotals 4 62 Total 66 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Camino Vida RobleFile : 2009 Int #26E/W Street : Palomar Airport RoadData Collected by : Veronica, RaulCount Date : Day :Traffic Control :Signalized08/06/09Weather : 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 8023020020709417012711624029406:30 AM 70610103007010028016712525032606:45 AM 140530302008011924018420536044107:00 AM 14010903020019016952042316147053107:15 AM 2009603004017015450013119950052607:30 AM 210151008033033017162025220065061807:45 AM* 24017907055133027955033222561075518:00 AM* 23036806048049029783062419050082008:15 AM* 21012637037033122460131523652069848:30 AM* 16 0 18 13 0 13 0 6 15 0 28 0 212 49 0 44 1 281 48 0 744 08:45 AM 30 0 21 9 4 16 0 3 10 0 37 0 195 91 0 33 1 205 49 0 700 49:00 AM 18 0 19 9 1 10 0 6 11 0 30 2 241 85 3 29 3 191 57 0 711 4Max. 15 min. 30 0 36 13 4 16 0 6 15 1 49 2 297 91 3 62 7 281 65 0 820 4Pk. Hr. Vol. 84 0 83 36 3 33 0 18 35 1 143 1 1012 247 1 170 12 932 211 0 3017 57:30 AMPeakIntersection Traffic in Pk. Hr. = 3017 Peak Hr. Factor0.928:30 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 46 0 12 33 1 32 0 8 18 1 24 1 252 42 0 25 2 231 11 0 737 24:00 PM 58 0 6 23 0 35 0 19 30 0 22 1 227 55 0 11 0 270 20 0 777 04:15 PM 56 0 5 28 0 61 0 14 23 0 16 0 322 49 0 15 1 281 14 0 885 04:30 PM* 62 0 3 28 0 44 0 14 30 1 7 0 320 45 0 7 0 252 8 2 820 34:45 PM* 53 0 6 29 0 54 0 23 21 0 10 0 301 28 0 23 2 256 14 0 820 05:00 PM* 72 0 5 28 0 61 0 24 39 2 15 0 266 44 0 8 1 252 4 0 819 25:15 PM* 88 0 0 26 0 60 0 29 46 1 6 0 354 41 0 19 0 326 4 0 999 15:30 PM 67 0 5 21 0 36 0 19 25 0 6 0 346 21 0 16 1 202 4 0 769 05:45 PM 71 0 1 20 1 30 0 13 18 0 5 0 263 24 0 9 0 303 4 0 761 16:00 PM 50 0 1 15 0 18 0 10 16 0 4 0 281 31 0 10 0 211 4 0 651 06:15 PM 5704242200108060212160912256159836:30 PM 50 0 0 12 0 24 0 8 18 0 5 0 206 31 0 10 0 209 4 0 577 0Max. 15 min. 88 0 12 33 2 61 0 29 46 2 24 1 354 55 0 25 2 326 20 2 999 3Pk. Hr. Vol. 275 0 14 111 0 219 0 90 136 4 38 0 1241 158 0 57 3 1086 30 2 3458 64:15 PMPeakIntersection Traffic in Pk. Hr. = 3458 Peak Hr. Factor0.875:15 PMHourIntersection Pdstrns in Pk. Hr. = 6Thursday 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) 7:30 AM to 8:30 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 84 83 36 33 18 35 144 1012 247 182 932 211 Adjusted Hourly Volume 84 119 0 33 18 35 144 1259 0 182 1143 0 Utilization Factor 0.02 0.06 0.00 0.02 0.01 0.02 0.08 0.21 0.00 0.10 0.19 0.00 Critical Factors 0.06 0.02 0.21 0.10 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :Camino Vida Roble and Palomar Airport Road Time : to North Approach Camino Vida Roble Date : Day : Thursday 523 Total Name : Veronica, Raul 86 437 Subtotals 0 Sub -35 18 33 Sub - Totals totals totals Totals W E e 1052 a s 2455 1 144 211 s t 1403 1012 932 1325 t 247 182 12 2418 A North A p 1093 p p p r r 84 83 36 Palomar Airport Road 0 Subtotals 435 203 Total 638 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/09 8:30 AM 7:30 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) 4:15 PM to 5:15 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 275 14 111 219 90 136 38 1241 158 60 1086 30 Adjusted Hourly Volume 275 125 0 219 90 136 38 1399 0 60 1116 0 Utilization Factor 0.08 0.06 0.00 0.12 0.05 0.08 0.02 0.23 0.00 0.03 0.19 0.00 Critical Factors 0.06 0.12 0.23 0.03 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :Camino Vida Roble and Palomar Airport Road Time : to North Approach Camino Vida Roble Date : Day : Thursday 527 Total Name : Veronica, Raul 445 82 Subtotals 0 Sub - 136 90 219 Sub - Totals totals totals Totals W E e 1497 a s 2934 0 38 30 s t 1437 1241 1086 1176 t 158 60 3 2750 A North A p 1574 p p p r r 275 14 111 Palomar Airport Road 0 Subtotals 305 400 Total 705 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/09 5:15 PM 4:15 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Yarrow DriveFile : 2009 Int #27E/W Street : Palomar Airport RoadData Collected by : Veronica, AndrewCount Date :Day :Traffic Control :Signalized07/16/09Weather : 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 300203000100751513611458028826:30 AM 20000200018091914102208038126:45 AM 101101000011013112133123214043817:00 AM 90550000108116215028424810049607:15 AM 90040401209016818040028511055107:30 AM 50150100306017824046228716057407:45 AM 80641200118024525242027310162458:00 AM* 1101714010144022721079439217180838:15 AM* 60580402006121231021132014063108:30 AM* 800704043010023221254328834066828:45 AM* 1303803006010226215033325716063109:00 AM 120160300101222162104632921306280Max. 15 min. 130681404614422623127943923418085Pk. Hr. Vol. 38 0 9 30 1 150791703933882187111257 81 1 2738 57:45 AMPeakIntersection Traffic in Pk. Hr. = 2738 Peak Hr. Factor0.858:45 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 15 0 0 26 4 20 0 2 12 0 9 0 282 18 0 33 12 275 6 0 710 44:00 PM 210036090262512981701492087063324:15 PM 27 0 0 40 0 21 0 5 14 0 11 1 378 21 0 16 0 275 16 0 825 04:30 PM 21 0 0 63 1 23 0 4 18 0 3 3 334 18 2 15 4 243 7 0 756 34:45 PM* 23 0 0 60 1 18 0 7 16 0 15 0 355 21 0 19 3 257 10 0 804 15:00 PM* 25 0 6 52 2 22 0 3 11 0 11 0 356 11 1 17 5 285 10 0 814 35:15 PM* 36 0 1 55 1 17 0 4 22 0 3 0 447 12 0 22 3 292 6 0 920 15:30 PM* 2703321100171703821901523067081825:45 PM 33 0 0 35 0 13 0 2 10 0 9 1 329 13 0 9 3 282 4 0 743 06:00 PM 14 0 0 15 0 11 0 2 10 0 2 0 323 8 0 14 3 235 4 0 641 06:15 PM 230117060030422871501732125059506:30 PM 180018090451712595182179505202Max. 15 min. 36 0 6 63 4 23 0 7 22 2 15 3 447 21 2 33 12 306 16 0 920 4Pk. Hr. Vol. 111 0 10 199 5 67 0 15 56 1 36 0 1540 63 1 73 13 1140 33 0 3356 74:30 PMPeakIntersection Traffic in Pk. Hr. = 3356 Peak Hr. Factor0.915:30 PMHourIntersection Pdstrns in Pk. Hr. = 7Thursday 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) 7:45 AM to 8:45 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 38 9 30 15 7 9 73 933 88 198 1257 81 Adjusted Hourly Volume 38 39 0 0 31 0 73 1021 0 198 1338 0 Utilization Factor 0.02 0.01 0.00 0.00 0.02 0.00 0.04 0.17 0.00 0.11 0.22 0.00 Critical Factors 0.02 0.02 0.17 0.11 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :Yarrow Drive and Palomar Airport Road Time : to North Approach Yarrow Drive Date : Day : Thursday 191 Total Name : Veronica, Andrew 31 160 Subtotals 0 Sub -9 7 15 Sub - Totals totals totals Totals W E e 1307 a s 2401 3 73 81 s t 1094 933 1257 1536 t 88 198 11 2525 A North A p 989 p p p r r 38 9 30 Palomar Airport Road 0 Subtotals 282 77 Total 359 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/09 8:45 AM 7:45 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 111 10 199 67 15 56 36 1540 63 86 1140 33 Adjusted Hourly Volume 111 209 0 0 138 0 36 1603 0 86 1173 0 Utilization Factor 0.06 0.05 0.00 0.00 0.07 0.00 0.02 0.27 0.00 0.05 0.20 0.00 Critical Factors 0.06 0.07 0.27 0.05 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :Yarrow Drive and Palomar Airport Road Time : to North Approach Yarrow Drive Date : Day : Thursday 217 Total Name : Veronica, Andrew 138 79 Subtotals 0 Sub - 56 15 67 Sub - Totals totals totals Totals W E e 1307 a s 2946 0 36 33 s t 1639 1540 1140 1259 t 63 86 13 3078 A North A p 1819 p p p r r 111 10 199 Palomar Airport Road 0 Subtotals 151 320 Total 471 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Loker Avenue West/Innovation WayFile : 2009 Int #28E/W Street : Palomar Airport RoadData Collected by : Joe, RaulCount Date : Day :Traffic Control :Signalized07/16/09Weather : 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 1022030010016089205026513040806:30 AM 30100300150190102301035411051206:45 AM 60320200160165135903038713059707:00 AM 404004011225501851206046826177737:15 AM 50420501220472197703041114072007:30 AM 2010003012206112161802052131088807:45 AM* 70202050324159026720010051531296338:00 AM* 6027429042707803322301305542621103 48:15 AM* 1101410040725083031420012044318096108:30 AM* 4039010033506612531607148419091108:45 AM 6093114032227932469011036621079239:00 AM 901552904340662273161504823519554Max. 15 min. 11 0 27 10 2 14 0 7 35 2 83 5 332 23 1 13 1 554 35 2 1103 4Pk. Hr. Vol. 28 0 64 25 2 28 0 17 111 1 286 1 1166 79 0 42 1 1996 94 4 3938 77:30 AMPeakIntersection Traffic in Pk. Hr. = 3938 Peak Hr. Factor0.898:30 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 6059022024303844291203034718093804:00 PM 4029020085703104201904027822087404:15 PM 5 0 1 12 0 27 0 4 86 0 29 0 478 23 0 3 2 351 15 0 1036 04:30 PM 405502306640230583190713061201058 04:45 PM* 8 0 7 16 0 11 0 7 82 0 34 3 615 19 0 4 1 362 8 0 1177 05:00 PM* 304802707840540575340313501801168 05:15 PM* 170790350261071290707230503931201370 15:30 PM* 6 0 2 13 0 29 0 8 87 0 35 0 654 27 0 4 0 377 14 0 1256 05:45 PM 9 0 5 11 0 21 0 12 84 0 21 0 544 21 0 3 0 374 19 0 1124 06:00 PM 3011101601368017045970203397094306:15 PM 70180160114701804222003224715181716:30 PM 504601506240191348260102731007380Max. 15 min. 17 0 7 16 0 35 0 26 107 1 54 4 707 34 0 7 2 393 22 1 1370 1Pk. Hr. Vol. 34 0 20 46 0 102 0 48 360 1 152 3 2551 103 0 16 2 1482 52 0 4971 14:30 PMPeakIntersection Traffic in Pk. Hr. = 4971 Peak Hr. Factor0.915:30 PMHourIntersection Pdstrns in Pk. Hr. = 1Thursday 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 28 64 25 28 17 111 287 1166 79 43 1996 94 Adjusted Hourly Volume 28 64 25 28 17 11 287 1166 79 43 2090 0 Utilization Factor 0.02 0.03 0.01 0.02 0.01 0.01 0.16 0.19 0.04 0.02 0.35 0.00 Critical Factors 0.03 0.02 0.16 0.35 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 : Thursday 600 Total Name : Joe, Raul 156 444 Subtotals 0 Sub -111 17 28 Sub - Totals totals totals Totals W E e 2136 a s 3668 1 287 94 s t 1532 1166 1996 2133 t 79 43 1 3353 A North A p 1220 p p p r r 28 64 25 Palomar Airport Road 0 Subtotals 138 117 Total 255 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/09 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 11 5 1 6 Outside 7 Free-flow Lane Settings 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 34 20 46 102 48 360 155 2551 103 18 1482 52 Adjusted Hourly Volume 34 20 46 102 48 360 155 2551 103 18 1534 0 Utilization Factor 0.02 0.01 0.03 0.06 0.02 0.20 0.09 0.43 0.06 0.01 0.26 0.00 Critical Factors 0.02 0.20 0.43 0.01 ICU Ratio = 0.76 LOS = C 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 : Thursday 734 Total Name : Joe, Raul 510 224 Subtotals 0 Sub -360 48 102 Sub - Totals totals totals Totals W E e 1879 a s 4688 3 155 52 s t 2809 2551 1482 1552 t 103 18 2 4253 A North A p 2701 p p p r r 34 20 46 Palomar Airport Road 0 Subtotals 167 100 Total 267 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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.) 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 Fuerte StreetFile : 2009 Int #29E/W Street : Palomar Airport RoadData Collected by : Lorenzo, ErinCount Date :Day :Traffic Control :Signalized07/16/09Weather : 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 807401010030815015030112043806:30 AM 120811010300140775021233119050406:45 AM 1605100600301901208114039327162127:00 AM 100161003041120013916029149449079217:15 AM 150231214073015016511028244734076617:30 AM 280201101070023021012022250928087307:45 AM* 29 0 25 17 0 10 0 10 2 0 18 0 225 5 0 34 2 465 30 0 872 08:00 AM* 210301601405605102881902445723821088 28:15 AM* 230332706056125025518029150022195028:30 AM* 250322126043026123520027846325089628:45 AM 22018110402308126911033343614083509:00 AM 19022211502202342551403524321518512Max. 15 min. 29 0 33 27 2 14 0 10 6 1 51 4 288 20 1 35 8 572 49 2 1088 2Pk. Hr. Vol. 98 0 120 81 2 36 0 24 17 1 120 1 1003 62 0 114 15 2000 115 3 3806 67:30 AMPeakIntersection Traffic in Pk. Hr. = 3806 Peak Hr. Factor0.878:30 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 21083404209506025518034183156077104:00 PM 28 0 16 45 0 21 1 9 11 0 3 0 439 38 0 46 13 240 9 0 919 04:15 PM 19 0 10 59 0 54 0 20 13 0 8 1 460 43 0 41 14 324 5 0 1071 04:30 PM 20 0 6 55 0 49 0 14 12 0 4 1 519 43 0 50 12 288 4 0 1077 04:45 PM 23 0 11 49 0 59 0 22 12 0 2 2 502 36 0 44 8 362 5 0 1137 05:00 PM* 23 0 12 48 0 39 0 17 11 0 11 1 538 50 0 45 8 298 5 0 1106 05:15 PM* 22 0 8 57 0 89 0 51 21 0 4 1 519 40 0 40 11 337 8 0 1208 05:30 PM* 33 0 15 43 0 56 0 41 27 0 3 2 672 63 0 36 6 328 4 0 1329 05:45 PM* 28 0 8 50 0 41 0 27 14 0 4 0 557 52 0 48 9 367 5 0 1210 06:00 PM 30 0 10 45 0 30 0 33 14 0 3 0 444 39 0 34 4 277 7 0 970 06:15 PM 240645023017703045635039112092087706:30 PM 2503320190145031371470401258208210Max. 15 min. 33 0 16 59 0 89 1 51 27 0 11 2 672 63 0 50 18 367 9 0 1329 0Pk. Hr. Vol. 106 0 43 198 0 225 0 136 73 0 22 4 2286 205 0 169 34 1330 22 0 4853 04:45 PMPeakIntersection Traffic in Pk. Hr. = 4853 Peak Hr. Factor0.915:45 PMHourIntersection Pdstrns in Pk. Hr. = 0Thursday 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 98 120 81 36 24 17 121 1003 62 129 2000 115 Adjusted Hourly Volume 98 201 0 36 41 0 121 1003 62 129 2115 0 Utilization Factor 0.03 0.00 0.00 0.01 0.01 0.00 0.03 0.17 0.03 0.04 0.35 0.00 Critical Factors 0.03 0.00 0.01 0.03 0.35 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :El Fuerte Street and Palomar Airport Road Time : to North Approach El Fuerte Street Date : Day : Thursday 432 Total Name : Lorenzo, Erin 77 355 Subtotals 0 Sub -17 24 36 Sub - Totals totals totals Totals W E e 2116 a s 3302 1 121 115 s t 1186 1003 2000 2244 t 62 129 15 3379 A North A p 1135 p p p r r 98 120 81 Palomar Airport Road 0 Subtotals 200 299 Total 499 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/09 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 106 43 198 225 136 73 26 2286 205 203 1330 22 Adjusted Hourly Volume 106 241 0 225 209 0 26 2286 205 203 1352 0 Utilization Factor 0.03 0.06 0.00 0.06 0.05 0.00 0.01 0.38 0.11 0.06 0.23 0.00 Critical Factors 0.06 0.06 0.38 0.06 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :El Fuerte Street and Palomar Airport Road Time : to North Approach El Fuerte Street Date : Day : Thursday 521 Total Name : Lorenzo, Erin 434 87 Subtotals 0 Sub -73 136 225 Sub - Totals totals totals Totals W E e 1513 a s 4030 4 26 22 s t 2517 2286 1330 1555 t 205 203 34 4298 A North A p 2743 p p p r r 106 43 198 Palomar Airport Road 0 Subtotals 510 347 Total 857 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 : 2009 Int #30E/W Street : Palomar Airport RoadData Collected by : Laurie, KenCount Date : Day :Traffic Control :Signalized07/16/09Weather : 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 3701330105410903304050512079051706:30 AM 38032701074114034046170502468062206:45 AM 4802770111103170037059819027519077417:00 AM 77050803011418305201001601403726099507:15 AM 57 0 65 14 0 6 0 120 175 1 48 1 109 16 0 13 0 355 15 0 994 17:30 AM 86 0 100 18 0 5 0 105 183 0 70 0 105 18 0 18 0 361 16 0 1085 07:45 AM* 105 0 113 20 1 8 0 146 229 0 113 0 162 22 1 14 0 368 19 0 1319 28:00 AM* 110 0 119 14 1 14 0 138 236 0 109 0 200 23 0 20 0 386 20 1 1389 28:15 AM* 98 0 92 21 0 10 0 135 245 0 100 0 138 16 0 15 0 373 17 1 1260 18:30 AM* 92 0 116 22 0 7 0 101 158 1 94 3 147 34 0 22 0 323 17 0 1136 18:45 AM 101 0 109 25 1 9 1 117 158 0 75 0 146 35 1 18 0 305 19 0 1118 29:00 AM 76 0 82 23 0 23 0 134 163 0 114 1 198 28 0 21 0 337 12 0 1212 0Max. 15 min. 110 0 119 25 1 23 1 146 245 1 114 3 200 35 1 22 1 386 20 1 1389 2Pk. Hr. Vol. 405 0 440 77 2 39 0 520 868 1 416 3 647 95 1 71 0 1450 73 2 5104 67:30 AMPeakIntersection Traffic in Pk. Hr. = 5104 Peak Hr. Factor 0.928:30 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 30 0 93 15 0 45 0 93 118 0 149 0 440 61 0 29 0 196 17 0 1286 04:00 PM 30 0 87 13 0 26 0 85 125 0 113 1 297 47 0 24 0 152 21 0 1021 04:15 PM 41 0 129 16 0 30 0 105 162 1 172 17 383 51 0 26 0 197 5 0 1334 14:30 PM 27 0 96 16 0 28 0 73 111 6 155 2 351 73 0 42 0 197 19 0 1190 64:45 PM 48 0 111 13 0 48 0 103 155 0 182 0 397 85 1 32 0 195 17 0 1386 15:00 PM* 39 0 88 13 0 29 0 140 129 0 143 0 335 103 0 32 0 203 8 0 1262 05:15 PM* 54 0 104 19 0 45 0 130 154 0 193 0 441 110 1 27 0 216 13 0 1506 15:30 PM* 50 0 117 16 0 50 0 130 125 0 221 1 487 153 0 44 0 207 16 0 1617 05:45 PM* 47 0 88 18 0 49 0 177 125 0 140 0 402 96 0 30 0 247 11 0 1430 06:00 PM 51 0 104 21 1 36 0 131 92 0 164 0 302 104 0 26 0 168 10 0 1209 16:15 PM 35 0 92 17 0 24 0 113 79 0 131 0 292 67 0 20 0 154 11 0 1035 06:30 PM 43 0 70 18 0 13 0 67 106 0 112 0 272 80 1 27 0 149 9 1 966 2Max. 15 min. 54 0 129 21 1 50 0 177 162 6 221 17 487 153 1 44 0 247 21 1 1617 6Pk. Hr. Vol. 190 0 397 66 0 173 0 577 533 0 697 1 1665 462 1 133 0 873 48 0 5815 14:45 PMPeakIntersection Traffic in Pk. Hr. = 5815 Peak Hr. Factor 0.905:45 PMHourIntersection Pdstrns in Pk. Hr. = 1Thursday 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 511111 61 1 1 Outside 7 1 Free-flow Lane Settings 241231230231 Capacity 3600 8000 1800 3600 6000 1800 3600 6000 0 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 405 440 77 39 520 868 419 647 95 71 1450 73 Adjusted Hourly Volume 405 440 77 39 520 449 419 742 0 71 1450 73 Utilization Factor 0.11 0.06 0.04 0.01 0.09 0.25 0.12 0.12 0.00 0.02 0.24 0.04 Critical Factors 0.11 0.25 0.12 0.24 ICU Ratio = 0.82 LOS = D Turning Movements at Intersection of :Melrose Drive and Palomar Airport Road Time : to North Approach Melrose Drive Date : Day : Thursday 2356 Total Name : Laurie, Ken 1427 929 Subtotals 0 Sub -868 520 39 Sub - Totals totals totals Totals W E e 2726 a s 3887 3 419 73 s t 1161 647 1450 1594 t 95 71 0 2357 A North A p 763 p p p r r 405 440 77 Palomar Airport Road 0 Subtotals 686 922 Total 1608 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/09 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 11 1 6 1 1 1 Outside 7 1 Free-flow Lane Settings 241231230231 Capacity 3600 8000 1800 3600 6000 1800 3600 6000 0 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 190 397 66 173 577 533 698 1665 462 133 873 48 Adjusted Hourly Volume 190 397 66 173 577 184 698 2127 0 133 873 48 Utilization Factor 0.05 0.05 0.04 0.05 0.10 0.10 0.19 0.35 0.00 0.04 0.15 0.03 Critical Factors 0.05 0.10 0.35 0.04 ICU Ratio = 0.64 LOS = B Turning Movements at Intersection of :Melrose Drive and Palomar Airport Road Time : to North Approach Melrose Drive Date : Day : Thursday 2425 Total Name : Laurie, Ken 1283 1142 Subtotals 0 Sub -533 577 173 Sub - Totals totals totals Totals W E e 1597 a s 4422 1 698 48 s t 2825 1665 873 1054 t 462 133 0 2958 A North A p 1904 p p p r r 190 397 66 Palomar Airport Road 0 Subtotals 1172 653 Total 1825 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 : 2009 Int #31E/W Street : Palomar Airport RoadData Collected by : Danny, MichaelCount Date :Day :Traffic Control :Signalized07/16/09Weather : 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 3015000012005710102092028026:30 AM 2004000001705310302593033216:45 AM 50011000001208921003299044727:00 AM 50090000204110610103733050507:15 AM 101180000205012830403421050507:30 AM* 30215000010617800804095052807:45 AM* 403160000109018720713733060608:00 AM* 6021300024012118830814117065808:15 AM* 10116000020220197403136010061708:30 AM* 3011404007010214660713225052808:45 AM 202180200408517830423208055609:00 AM 3011514005016421660121308505961Max. 15 min. 6 0 3 18140272225216611224111006582Pk. Hr. Vol. 14 0 8 60000280492650902631553 25 0 2409 07:15 AMPeakIntersection Traffic in Pk. Hr. = 2409 Peak Hr. Factor0.928:15 AMHourIntersection Pdstrns in Pk. Hr. = 03:45 PM 301702035164400100131251057114:00 PM 100404017054365411432125162924:15 PM 00170401100204371001812050069604:30 PM 100210301110214541202622103174714:45 PM 10114050010011454401112172072205:00 PM* 10012050313043417601702262070905:15 PM* 3 0 0 13 0 8 0 11 19 0 2 3 453 9 0 15 0 231 4 0 771 05:30 PM* 403140303121114761401902700082015:45 PM* 002163102160124581601402205075336:00 PM 2021401024001352901412312063506:15 PM 2011504023000318701601700053806:30 PM 301100202300027350200144104640Max. 15 min. 4 0 3 21 3 8 0 11 19 1 6 4 476 16 1 26 3 270 5 1 820 3Pk. Hr. Vol. 8 0 5 55 3 17 0 19 60 1 8 9 1804 45 0 65 0 947 11 0 3053 44:45 PMPeakIntersection Traffic in Pk. Hr. = 3053 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 4Thursday 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) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 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 14 8 60 0 2 8 51 650 9 29 1553 25 Adjusted Hourly Volume 14 68 0 0 10 0 51 659 0 29 1553 25 Utilization Factor 0.01 0.03 0.00 0.00 0.01 0.00 0.03 0.11 0.00 0.02 0.26 0.01 Critical Factors 0.03 0.00 0.03 0.26 ICU Ratio = 0.42 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 : Thursday 92 Total Name : Danny, Michael 10 82 Subtotals 0 Sub -8 2 0 Sub - Totals totals totals Totals W E e 1577 a s 2287 2 51 25 s t 710 650 1553 1607 t 92932320 A North A p 713 p p p r r 14 8 60 Palomar Airport Road 0 Subtotals 37 82 Total 119 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 0 07/16/09 8:15 AM 7:15 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) 4:45 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 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 8 5 55 17 19 60 17 1804 45 65 947 11 Adjusted Hourly Volume 8 60 0 17 79 0 17 1849 0 65 947 11 Utilization Factor 0.00 0.03 0.00 0.01 0.04 0.00 0.01 0.31 0.00 0.04 0.16 0.01 Critical Factors 0.00 0.04 0.31 0.04 ICU Ratio = 0.49 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 : Thursday 120 Total Name : Danny, Michael 96 24 Subtotals 0 Sub -60 19 17 Sub - Totals totals totals Totals W E e 1024 a s 2890 9 17 11 s t 1866 1804 947 1023 t 45 65 0 2899 A North A p 1876 p p p r r 8555 Palomar Airport Road 0 Subtotals 129 68 Total 197 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 0 07/16/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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.) 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 : Carlsbad BoulevardFile : 2009 Int #32E/W Street : Carlsbad Village Drive Data Collected by : Lorenzo, BrianCount Date :Day :Traffic Control :Signalized07/29/09Weather : 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 10165160411210302904539286:30 AM 1018920055093043411011131128166:45 AM 1045166907112204141605184189167:00 AM 004313440664121722150920018677:15 AM 004515414168344091323010164209157:30 AM 3034154628320201121018016151209157:45 AM 1060235619624408353106158256228:00 AM 226528139011156301002321012203288458:15 AM* 20802691318562402423446017165322508:30 AM* 5 3 72 25 21 17 2 86 1 11 6 0 11 7 13 22 0 14 18 4 289 498:45 AM* 3366331010383424090925018208281299:00 AM* 3 4 72 29 13 12 0 76 8 14 7 1 27 5 29 38 0 19 25 31 326 87Max. 15 min. 5 4 80 33 21 17 3 111 8 14 7 1 27 7 34 46 0 19 25 31 326 87Pk. Hr. Vol. 13 10 290 113 53 52 6 330 19 29 21 1 71 14 85 131 0 68 79 48 1218 2158:00 AMPeakIntersection Traffic in Pk. Hr. = 1218 Peak Hr. Factor0.939:00 AMHourIntersection Pdstrns in Pk. Hr. = 2153:45 PM 10 1 108 48 22 36 1 95 8 10 5 0 22 9 23 63 1 25 33 23 465 784:00 PM 8 2 84 42 26 33 3 102 10 42 7 0 23 11 36 42 0 33 25 14 425 1184:15 PM 6 0 105 51 19 39 2 109 22 28 11 0 18 9 29 47 0 34 18 22 471 984:30 PM 14 1 98 51 9 32 2 121 14 39 6 0 26 21 57 35 0 31 20 40 472 1454:45 PM 6 0 129 59 13 27 3 86 21 28 4 0 28 8 32 39 0 25 30 22 465 955:00 PM* 13 1 137 50 15 42 2 138 11 24 6 0 24 4 54 63 0 41 26 12 558 1055:15 PM* 10 3 142 62 25 37 3 110 9 29 6 0 18 12 40 49 1 21 31 20 514 1145:30 PM* 12 2 144 61 17 32 1 118 9 18 8 0 24 10 53 33 0 37 39 24 530 1125:45 PM* 13 2 121 62 11 52 2 120 18 40 6 0 20 16 57 45 0 12 22 11 511 1196:00 PM 11 0 106 50 34 24 1 90 14 25 3 0 36 18 26 56 0 27 24 28 460 1136:15 PM 13 1 110 75 39 42 0 106 11 33 10 0 25 13 68 55 0 22 29 31 512 1716:30 PM 9 0 122 47 43 29 3 113 28 28 7 0 25 13 41 65 0 31 29 15 521 127Max. 15 min. 14 3 144 75 43 52 3 138 28 42 11 0 36 21 68 65 1 41 39 40 558 171Pk. Hr. Vol. 48 8 544 235 68 163 8 486 47 111 26 0 86 42 204 190 1 111 118 67 2113 4504:45 PMPeakIntersection Traffic in Pk. Hr. = 2113 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 450Wednesday 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 23 290 113 58 330 19 21 34 14 131 68 79 Adjusted Hourly Volume 23 403 0 58 349 0 21 48 0 199 0 79 Utilization Factor 0.01 0.10 0.00 0.03 0.09 0.00 0.07 0.02 0.00 0.06 0.00 0.04 Critical Factors 0.10 0.03 0.01 0.05 ICU Ratio = 0.29 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 802 Total Name : Lorenzo, Brian 407 395 Subtotals 6 Sub -19 330 58 Sub - Totals totals totals Totals W E e 101 a s 170 1 21 79 s t 69 34 68 278 t 14 131 0 477 A North A p 199 p p p r r 23 290 113 Carlsbad Village Drive 10 Subtotals 485 426 Total 911 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/09 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) 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 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 56 544 235 171 486 47 26 86 42 191 111 118 Adjusted Hourly Volume 56 779 0 171 533 0 26 128 0 302 0 118 Utilization Factor 0.03 0.19 0.00 0.10 0.13 0.00 0.02 0.07 0.00 0.10 0.00 0.07 Critical Factors 0.19 0.10 0.07 0.10 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1400 Total Name : Lorenzo, Brian 704 696 Subtotals 8 Sub -47 486 171 Sub - Totals totals totals Totals W E e 206 a s 360 0 26 118 s t 154 86 111 420 t 42 191 1 905 A North A p 485 p p p r r 56 544 235 Carlsbad Village Drive 8 Subtotals 726 835 Total 1561 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 33 Intersection Location: Carlsbad Boulevard & Tamarack Avenue 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 : Carlsbad BoulevardFile : 2009 Int #33E/W Street : Tamarack AvenueData Collected by : Ken, LaurieCount Date : Day :Traffic Control :Signalized07/28/09Weather : 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 411731104739100201500100104106:30 AM 9020533045720303302003129133326:45 AM 211720708932230070360696182287:00 AM 10521924073422105602703106205307:15 AM 2034405096112690530360494218307:30 AM 204160509993750450380102315247527:45 AM 305510370857424035046015127252528:00 AM 2 0 53 13 4 7 0 113 8 61 2 0 11 10 0 36 1 14 22 12 292 778:15 AM* 6 1 69 11 1 5 0 105 14 55 1 0 3 11 0 36 0 6 19 14 287 708:30 AM* 7 2 71 15 6 10 0 128 16 42 7 0 7 11 0 43 0 8 16 8 341 568:45 AM* 408211450101134980380480211410318639:00 AM* 15 2 84 18 3 9 0 88 9 46 11 0 13 11 0 34 0 13 12 11 319 60Max. 15 min. 15 2 84 19 6 10 0 128 16 61 11 0 13 11 0 48 1 21 23 15 341 77Pk. Hr. Vol. 32 5 306 55 14 29 0 422 52 192 27 0 26 41 0 161 0 48 61 43 1265 2498:00 AMPeakIntersection Traffic in Pk. Hr. = 1265 Peak Hr. Factor0.939:00 AMHourIntersection Pdstrns in Pk. Hr. = 2493:45 PM 10 4 144 38 1 15 0 143 15 10 8 0 13 18 1 37 0 9 17 9 471 214:00 PM 8214339022015913119068027032821467324:15 PM 11 0 183 29 5 27 0 113 9 23 11 0 14 16 0 38 4 6 27 31 488 594:30 PM 8 4 173 37 6 26 0 139 13 28 10 0 8 15 0 34 0 7 18 24 492 584:45 PM 22 3 165 53 2 15 0 108 13 39 9 0 13 16 0 34 4 12 20 16 487 575:00 PM* 15 0 216 33 6 41 0 167 8 38 13 0 9 14 0 40 4 3 22 26 585 705:15 PM* 16 3 222 40 2 47 0 219 15 26 12 0 6 11 0 36 2 10 24 36 663 645:30 PM* 8 4 225 42 13 42 0 147 18 28 21 0 9 14 0 38 0 15 26 36 609 775:45 PM* 19 9 227 46 6 30 0 174 14 42 15 0 12 22 0 39 0 12 31 20 650 686:00 PM 19 1 214 44 9 38 0 150 11 53 14 0 10 14 1 37 0 5 26 39 583 1026:15 PM 11 3 175 26 5 18 0 84 16 48 15 0 12 12 0 29 0 14 21 13 436 666:30 PM 14 3 188 37 4 25 1 141 16 50 18 0 7 18 0 29 0 17 26 49 540 103Max. 15 min. 22 9 227 53 13 47 1 219 18 53 21 0 14 22 1 40 4 17 31 49 663 103Pk. Hr. Vol. 58 16 890 161 27 160 0 707 55 134 61 0 36 61 0 153 6 40 103 118 2507 2794:45 PMPeakIntersection Traffic in Pk. Hr. = 2507 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 279Tuesday 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 5 6 Outside 7 Free-flow 1 Lane Settings 120120011110 Capacity 1800 4000 0 1800 4000 0 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 37 306 55 29 422 52 27 26 41 161 48 61 Adjusted Hourly Volume 37 361 0 29 422 0 0 53 41 161 109 0 Utilization Factor 0.02 0.09 0.00 0.02 0.11 0.00 0.00 0.03 0.02 0.09 0.05 0.00 Critical Factors 0.02 0.11 0.03 0.09 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 897 Total Name : Ken, Laurie 503 394 Subtotals 0 Sub -52 422 29 Sub - Totals totals totals Totals W E e 132 a s 226 0 27 61 s t 94 26 48 270 t 41 161 0 380 A North A p 110 p p p r r 37 306 55 Tamarack Avenue 5 Subtotals 629 398 Total 1027 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 9:00 AM 8:00 AM Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 1 4 11 1 5 6 Outside 7 Free-flow 1 Lane Settings 120120011110 Capacity 1800 4000 0 1800 4000 0 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 74 890 161 160 707 55 61 36 61 159 40 103 Adjusted Hourly Volume 74 1051 0 160 707 0 0 97 61 159 143 0 Utilization Factor 0.04 0.26 0.00 0.09 0.18 0.00 0.00 0.05 0.03 0.09 0.07 0.00 Critical Factors 0.26 0.09 0.05 0.09 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1976 Total Name : Ken, Laurie 922 1054 Subtotals 0 Sub -55 707 160 Sub - Totals totals totals Totals W E e 153 a s 311 0 61 103 s t 158 36 40 302 t 61 159 6 665 A North A p 363 p p p r r 74 890 161 Tamarack Avenue 16 Subtotals 937 1125 Total 2062 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #34E/W Street : Cannon RoadData Collected by : Ken, LaurieCount Date : Day :Traffic Control :Signalized07/29/09Weather : 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 001150110510300001600929366:30 AM 002511190540900001700142120136:45 AM 0036100170650500000100012015057:00 AM 0026912308608000001200102166117:15 AM 004010022084010000001200120180107:30 AM 003311049089016000001800120212167:45 AM* 005516258013107000012000113291138:00 AM* 00671705201290200000110027530378:15 AM* 005014044096026000011600230243278:30 AM* 0065110280129018000002000164269228:45 AM 006815023097021000021700222242259:00 AM 008014028010301700002170023526524Max. 15 min. 0 0 80 17 2 58 0 131 0 2600002200027530327Pk. Hr. Vol. 0 0 237 58 2 182 0 485 0 5300002670077121106 697:30 AMPeakIntersection Traffic in Pk. Hr. = 1106 Peak Hr. Factor0.918:30 AMHourIntersection Pdstrns in Pk. Hr. = 693:45 PM 101601503701330700000190144241094:00 PM 0015323028013406000011200464396114:15 PM 0013710531014205000001200662398124:30 PM 00173190300139020000180063543284:45 PM 00157181210126015000022710522402205:00 PM* 0017120046010905000002600457417125:15 PM* 0016214033014805000002800109249475:30 PM* 00163180320113012000013100706427195:45 PM* 00203216250112011000013100575449236:00 PM 0013682310109022000032100657370346:15 PM 00151161330128016000022800585414246:30 PM 0014415224011202200001220040035725Max. 15 min. 1 0 203 23 6 46 0 148 0 22000033111109749434Pk. Hr. Vol. 0 0 699 73 6 136 0 482 0 330000211600281201787 614:45 PMPeakIntersection Traffic in Pk. Hr. = 1787 Peak Hr. Factor0.905:45 PMHourIntersection Pdstrns in Pk. Hr. = 61Wednesday 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) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 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 0 237 58 182 485 000067077 Adjusted Hourly Volume 0 237 58 182 485 000067077 Utilization Factor 0.00 0.12 0.03 0.10 0.24 0.00 0.00 0.00 0.00 0.04 0.00 0.04 Critical Factors 0.00 0.24 0.00 0.04 ICU Ratio = 0.38 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 981 Total Name : Ken, Laurie 667 314 Subtotals 0 Sub -0 485 182 Sub - Totals totals totals Totals W E e0 a s0 0 077s t 0 0 0 144 t 0670384 A North A p 240 p p p r r 0 237 58 Cannon Road 0 Subtotals 552 295 Total 847 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/09 8:30 AM 7:30 AM Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 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 0 699 73 136 482 00001160281 Adjusted Hourly Volume 0 699 73 136 482 00001160281 Utilization Factor 0.00 0.35 0.04 0.08 0.24 0.00 0.00 0.00 0.00 0.06 0.00 0.16 Critical Factors 0.35 0.08 0.00 0.16 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1598 Total Name : Ken, Laurie 618 980 Subtotals 0 Sub -0 482 136 Sub - Totals totals totals Totals W E e0 a s0 0 0 281 s t 0 0 0 397 t 0 116 0 606 A North A p 209 p p p r r 0 699 73 Cannon Road 0 Subtotals 598 772 Total 1370 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #35E/W Street : Poinsettia Lane Data Collected by : Erin, JoeCount Date : Day :Traffic Control :Signalized08/05/09Weather : 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 0012457031201010511404077106:30 AM 0018246045111011311205393116:45 AM 0032609046310050225208013637:00 AM 00258012060240031520606014397:15 AM 0121133120707300145101081148127:30 AM 0031107907861207293080132196197:45 AM 00541371208151305064871230252148:00 AM 00561921527881208385130191264128:15 AM* 005517224071432042156000190258208:30 AM* 04631151901117020321110440312361188:45 AM* 107724525014411210331112730293448219:00 AM* 0064240220736330257900017030610Max. 15 min. 1 4 77 24 7 25 2 144 1143085151278131344821Pk. Hr. Vol. 1 4 259 76 12 90 0 399 28 8 8 0 12 12 44 381 7 0 96 5 1373 698:00 AMPeakIntersection Traffic in Pk. Hr. = 1373 Peak Hr. Factor0.779:00 AMHourIntersection Pdstrns in Pk. Hr. = 693:45 PM 0110637112501139020113155121400401264:00 PM 0312533133197622086102241390380134:15 PM 101422532601041612062143660453411214:30 PM 02129314371113402041214170262398274:45 PM 02115391942097830041164830471406395:00 PM* 032023213821041612053214830390497235:15 PM* 071174733401271527051185841500473235:30 PM* 04173353290100132407273920521460135:45 PM* 251385942901511115095174340443505256:00 PM 011436203201281201071134451481485146:15 PM 0112062835098834076213980410429326:30 PM 06135344350110181304514570045145220Max. 15 min. 2 7 202 62 19 42 2 151 18 3 7 0 11 6 21 58 8 1 52 3 505 39Pk. Hr. Vol. 2 19 630 173 11 130 2 482 55 6 18 0 26 11 63 188 13 1 185 4 1935 844:45 PMPeakIntersection Traffic in Pk. Hr. = 1935 Peak Hr. Factor0.965:45 PMHourIntersection Pdstrns in Pk. Hr. = 84Wednesday 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 5 259 76 90 399 28 8 12 12 388 0 96 Adjusted Hourly Volume 5 259 76 90 399 0 8 12 12 388 0 96 Utilization Factor 0.00 0.06 0.04 0.03 0.10 0.00 0.00 0.01 0.01 0.11 0.00 0.05 Critical Factors 0.00 0.10 0.01 0.11 ICU Ratio = 0.32 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 880 Total Name : Erin, Joe 517 363 Subtotals 0 Sub -28 399 90 Sub - Totals totals totals Totals W E e29 a s61 0 896s t 32 12 0 484 t 12 388 7 669 A North A p 185 p p p r r 5 259 76 Poinsettia Lane 4 Subtotals 796 340 Total 1136 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/09 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 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 21 630 173 132 482 55 18 26 11 201 0 185 Adjusted Hourly Volume 21 630 173 132 482 0 18 26 11 201 0 185 Utilization Factor 0.01 0.16 0.10 0.04 0.12 0.00 0.01 0.01 0.01 0.06 0.00 0.10 Critical Factors 0.16 0.04 0.01 ICU Ratio = 0.31 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1504 Total Name : Erin, Joe 669 835 Subtotals 2 Sub -55 482 132 Sub - Totals totals totals Totals W E e57 a s 112 0 18 185 s t 55 26 0 386 t 11 201 13 728 A North A p 342 p p p r r 21 630 173 Poinsettia Lane 19 Subtotals 700 824 Total 1524 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #36E/W Street : Avenida EncinasData Collected by : Michael, ServandoCount Date : Day :Traffic Control :Signalized08/05/09Weather : 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 1014111104002000000030109836:30 AM 00261200057030000400100210596:45 AM 001620106201000030012009347:00 AM 002201179030000300161010267:15 AM 00331300085000000000141214627:30 AM 003417130107050000000243018867:45 AM 00622102113803000010051312278168:00 AM 007730000123010000100325626788:15 AM* 0072320001450300000003437286108:30 AM* 006638021221000000000521038108:45 AM* 00803801126508000050071313459269:00 AM* 0097360301660600002004241034818Max. 15 min. 1 0 97 38 1 3 1 2650800005007151345926Pk. Hr. Vol. 0 0 315 144 0 6 2 797 0 17000070019911301474 548:00 AMPeakIntersection Traffic in Pk. Hr. = 1474 Peak Hr. Factor0.809:00 AMHourIntersection Pdstrns in Pk. Hr. = 543:45 PM 1015263250117030000200046517389424:00 PM 0013246030102020000130038513326284:15 PM 001606801010904000010037721382264:30 PM 001635514016701000070048414441234:45 PM 00159610701080400006004058380185:00 PM 001793107012608000040040915392275:15 PM* 201864713015702000080039619440305:30 PM* 10173540301710400005004842454115:45 PM* 1016255040132040000140041810403286:00 PM* 00168540711410500004004598425176:15 PM 1015751070104000000800371012367206:30 PM 1013552042750100001004051231414Max. 15 min. 2 0 186 68 2 7 2 171080000200048102145442Pk. Hr. Vol. 4 0 689 210 1 17 1 601 0 150000310017327391722 865:00 PMPeakIntersection Traffic in Pk. Hr. = 1722 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 86Thursday 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 0 315 144 8 797 0000019911 Adjusted Hourly Volume 0 315 144 8 797 000002100 Utilization Factor 0.00 0.08 0.08 0.00 0.20 0.00 0.00 0.00 0.00 0.00 0.05 0.00 Critical Factors 0.00 0.20 0.00 0.05 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1133 Total Name : Michael, Servando 805 328 Subtotals 2 Sub -0 797 8 Sub - Totals totals totals Totals W E e 199 a s 199 0 011s t 0 0 199 210 t 000360 A North A p 150 p p p r r 0 315 144 Avenida Encinas 0 Subtotals 797 459 Total 1256 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/09 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) 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 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 4 689 210 18 601 0000017327 Adjusted Hourly Volume 4 689 210 18 601 000002000 Utilization Factor 0.00 0.17 0.12 0.01 0.15 0.00 0.00 0.00 0.00 0.00 0.05 0.00 Critical Factors 0.17 0.01 0.00 0.05 ICU Ratio = 0.33 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1336 Total Name : Michael, Servando 619 717 Subtotals 1 Sub -0 601 18 Sub - Totals totals totals Totals W E e 177 a s 177 0 027s t 0 0 173 200 t 000427 A North A p 227 p p p r r 4 689 210 Avenida Encinas 0 Subtotals 601 903 Total 1504 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 : 2009 Int #37E/W Street : San Elijo RoadData Collected by : Lorenzo, Danny, ServandoCount Date :Day :Traffic Control :Signalized07/22/09Weather : 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 005822030127901010092245032406:30 AM 10854616220010000001190110047116:45 AM 20112461802510000000155008058217:00 AM 101055307124700110211301312056417:15 AM 0113047010027410001501950215168117:30 AM 101707139031400200011830015076547:45 AM* 0021572012025810000002050324079008:00 AM* 101576325228410100201887126073828:15 AM* 1019661116224501000202210123076828:30 AM* 1015882020225811000002161131077118:45 AM 1120375013325841000111491133074329:00 AM 111706701612501010100186112707240Max. 15 min. 2 1 215 82 3 20 3 3149121151221743317904Pk. Hr. Vol. 3 0 726 278 3 53 6 104532100408308610403067 57:30 AMPeakIntersection Traffic in Pk. Hr. = 3067 Peak Hr. Factor0.978:30 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 1027513801641981000000991014074704:00 PM 1027614001912214000100911116077204:15 PM 1030717102821942000011743010179324:30 PM 102821502331196100012173106274754:45 PM 00280187041023400001001173015087805:00 PM 10269188032019920505001272020085005:15 PM* 00322222047023610000101205114096905:30 PM* 00289169040123500000201269123189515:45 PM* 10298219042222700001001213315093206:00 PM* 0028323902922010000110863119086506:15 PM 00240204036119300000001061011079206:30 PM 1021117914301901000101109511807592Max. 15 min. 1 0 322 239 2 47 4 2364050521127932329695Pk. Hr. Vol. 1 0 1192 849 0 158 5 89910002404532067113661 15:00 PMPeakIntersection Traffic in Pk. Hr. = 3661 Peak Hr. Factor0.946:00 PMHourIntersection Pdstrns in Pk. Hr. = 1Wednesday 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 3 726 278 59 1045 31048386104 Adjusted Hourly Volume 3 726 278 59 1045 31408386104 Utilization Factor 0.00 0.12 0.15 0.02 0.17 0.00 0.00 0.00 0.00 0.23 0.00 0.06 Critical Factors 0.00 0.17 0.00 0.23 ICU Ratio = 0.50 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 : Wednesday 1944 Total Name : Lorenzo, Danny, Servando 1107 837 Subtotals 6 Sub -3 1045 59 Sub - Totals totals totals Totals W E e12 a s17 0 1 104 s t 5 0 6 948 t 4 838 8 1287 A North A p 339 p p p r r 3 726 278 San Elijo Road 0 Subtotals 1879 1007 Total 2886 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 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 1 1192 849 163 899 1024473671 Adjusted Hourly Volume 1 1192 849 163 899 1160473671 Utilization Factor 0.00 0.20 0.47 0.05 0.15 0.00 0.00 0.00 0.00 0.13 0.00 0.04 Critical Factors 0.47 0.05 0.00 0.13 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 2331 Total Name : Lorenzo, Danny, Servando 1063 1268 Subtotals 5 Sub -1 899 163 Sub - Totals totals totals Totals W E e8 a s14 0 071s t 6 2 6 550 t 4 473 20 1579 A North A p 1029 p p p r r 1 1192 849 San Elijo Road 0 Subtotals 1356 2042 Total 3398 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Rancho Santa Fe RoadFile : 2009 Int #38E/W Street : La Costa AvenueData Collected by : Brian, RaulCount Date : Day :Traffic Control :Signalized07/22/09Weather : 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 3063102017935011031202086032506:30 AM 20811020254470280121300119045736:45 AM 50871060376510390721200204161737:00 AM 7 0 114 3 0 16 0 305 63 0 38 0 9 14 2 3 0 16 14 0 602 27:15 AM 50110019039864245019173502118071167:30 AM* 16 2 130 2 0 31 0 370 66 0 37 0 48 13 4 7 0 42 27 0 791 47:45 AM* 161145209134656086022290504416077808:00 AM* 18 0 125 2 0 20 0 462 97 0 86 1 19 23 1 6 0 29 13 2 901 38:15 AM* 161117303034595066018421601712074118:30 AM 17 0 112 0 4 13 0 378 57 0 84 0 21 49 5 9 1 23 8 0 772 98:45 AM 21 1 131 1 0 25 0 315 91 0 81 0 25 32 0 4 0 26 9 0 762 09:00 AM 28 1 133 2 0 32 0 313 56 0 78 0 23 26 1 5 0 18 10 0 725 1Max. 15 min. 28 2 145 3 4 32 1 462 97 2 86 1 48 49 5 9 1 44 27 2 901 9Pk. Hr. Vol. 66 4 517 9 0 63 1 1523 314 0 275 1 107 107 6 24 0 132 68 2 3211 87:15 AMPeakIntersection Traffic in Pk. Hr. = 3211 Peak Hr. Factor0.898:15 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 38 4 285 8 0 12 0 222 58 0 65 0 30 25 0 9 0 18 22 2 796 24:00 PM 42 6 343 3 0 26 0 205 61 0 102 0 41 30 1 13 0 14 18 0 904 14:15 PM 50 5 319 5 0 27 0 246 51 1 78 0 39 28 0 7 0 26 19 0 900 14:30 PM 32 3 342 2 0 14 0 202 45 0 65 0 42 28 1 7 0 16 10 2 808 34:45 PM* 37 3 337 9 1 31 0 235 60 1 87 0 39 47 10 4 0 18 16 1 923 135:00 PM* 51 5 286 7 0 31 0 190 44 0 110 0 43 29 0 9 2 11 16 2 834 25:15 PM* 55 7 342 6 0 32 0 195 71 0 98 0 57 44 3 7 0 14 25 1 953 45:30 PM* 38 5 365 5 2 25 0 169 72 1 82 0 42 26 2 4 0 18 14 4 865 95:45 PM 48 5 343 5 0 29 0 190 73 0 23 0 31 17 1 6 0 21 16 2 807 36:00 PM 41 3 347 10 0 24 0 160 40 0 61 0 43 30 1 8 0 18 17 1 802 26:15 PM 37 3 299 7 0 25 0 172 60 0 71 0 34 23 3 13 1 24 26 0 795 36:30 PM 42 7 296 10 0 20 1 185 51 0 55 0 37 15 0 6 0 19 18 1 762 1Max. 15 min. 55 7 365 10 2 32 1 246 73 1 110 0 57 47 10 13 2 26 26 4 953 13Pk. Hr. Vol. 181 20 1330 27 3 119 0 789 247 2 377 0 181 146 15 24 2 61 71 8 3575 284:30 PMPeakIntersection Traffic in Pk. Hr. = 3575 Peak Hr. Factor0.945:30 PMHourIntersection Pdstrns in Pk. Hr. = 28Wednesday Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 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 70 517 9 64 1523 314 276 107 107 24 132 68 Adjusted Hourly Volume 70 526 0 64 1837 0 276 214 0 24 200 0 Utilization Factor 0.02 0.09 0.00 0.02 0.31 0.00 0.15 0.05 0.00 0.01 0.05 0.00 Critical Factors 0.02 0.31 0.15 0.05 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 2762 Total Name : Brian, Raul 1901 861 Subtotals 1 Sub -314 1523 64 Sub - Totals totals totals Totals W E e 513 a s 1003 1 276 68 s t 490 107 132 224 t 107 24 0 403 A North A p 179 p p p r r 70 517 9 La Costa Avenue 4 Subtotals 1658 596 Total 2254 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 8:15 AM 7:15 AM Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 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 201 1330 27 119 789 247 377 181 146 26 61 71 Adjusted Hourly Volume 201 1357 0 119 1036 0 377 327 0 26 132 0 Utilization Factor 0.06 0.23 0.00 0.03 0.17 0.00 0.21 0.08 0.00 0.01 0.03 0.00 Critical Factors 0.23 0.03 0.21 0.03 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 2933 Total Name : Brian, Raul 1155 1778 Subtotals 0 Sub -247 789 119 Sub - Totals totals totals Totals W E e 489 a s 1193 0 377 71 s t 704 181 61 158 t 146 26 2 487 A North A p 329 p p p r r 201 1330 27 La Costa Avenue 20 Subtotals 979 1558 Total 2537 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Olivenhain Road/Camino AlvaroFile : 2009 Int #39E/W Street : Rancho Santa Fe RoadData Collected by : Ken, VeronicaCount Date :Day :Traffic Control :Signalized07/22/09Weather : 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 2500501000001661604501491030906:30 AM 30001302012000672505501820037706:45 AM 27009020011007129011102731052417:00 AM 2900220101101110641110702453255837:15 AM 4801132030430311111238602932160947:30 AM* 740028050211912713809903655189827:45 AM* 6800510403000012840010104136181418:00 AM* 74033206075014115454010712776074108:15 AM* 820051060430001204809903415075908:30 AM 820035040310201146909303385074608:45 AM 671048010042010142490106029432175619:00 AM 76003807022001149661820285807161Max. 15 min. 82 1 11 51 0 10075114127169311114133228984Pk. Hr. Vol. 298 0 3 162 0 21 0 16 9 1 23 2 673 180 0 406 1 1396 22 2 3212 37:15 AMPeakIntersection Traffic in Pk. Hr. = 3212 Peak Hr. Factor0.898:15 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 500384000010101666206662224066504:00 PM 6808108040040113228206701827085404:15 PM 6604113030001143059905702013185624:30 PM 70021240000000026099051520910083004:45 PM 78049902000041321111058101819087805:00 PM* 72029600000030341100060119410187915:15 PM* 77031050300017130711504702059087915:30 PM* 77041040201202134486081111835090305:45 PM* 610210003013050319123170132027190926:00 PM 56048101302302030910805801808082406:15 PM 460079050220102789913722168277536:30 PM 6703680400102102681161458169507751Max. 15 min. 78 0 8 124 0 130241214344123181132221029093Pk. Hr. Vol. 287 0 11 4050802511721311 424 1 258 25 784 31 2 3570 44:45 PMPeakIntersection Traffic in Pk. Hr. = 3570 Peak Hr. Factor0.985:45 PMHourIntersection Pdstrns in Pk. Hr. = 4Wednesday 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) 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 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 298 3 162 21 16 9 25 673 180 377 1396 22 Adjusted Hourly Volume 298 165 0 0 46 0 25 673 180 377 1396 22 Utilization Factor 0.08 0.08 0.00 0.00 0.02 0.00 0.01 0.17 0.10 0.10 0.35 0.01 Critical Factors 0.08 0.02 0.01 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 : Wednesday 94 Total Name : Ken, Veronica 46 48 Subtotals 0 Sub -9 16 21 Sub - Totals totals totals Totals W E e 1705 a s 2583 2 25 22 s t 878 673 1396 1795 t 180 377 1 2652 A North A p 857 p p p r r 298 3 162 Rancho Santa Fe Road 0 Subtotals 572 463 Total 1035 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 8:15 AM 7:15 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) 4:45 PM to 5:45 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 287 11 405 8 2 5 19 1311 424 283 784 31 Adjusted Hourly Volume 287 416 0 0 15 0 19 1311 424 283 784 31 Utilization Factor 0.08 0.21 0.00 0.00 0.01 0.00 0.01 0.33 0.24 0.08 0.20 0.02 Critical Factors 0.21 0.01 0.33 0.08 ICU Ratio = 0.73 LOS = C Turning Movements at Intersection of :Olivenhain Road/Camino Alvaro and Rancho Santa Fe Road Time : to North Approach Olivenhain Road/Camino Alvaro Date : Day : Wednesday 74 Total Name : Ken, Veronica 15 59 Subtotals 0 Sub - 5 2 8 Sub - Totals totals totals Totals W E e 1078 a s 2832 2 19 31 s t 1754 1311 784 1098 t 424 283 25 2847 A North A p 1749 p p p r r 287 11 405 Rancho Santa Fe Road 0 Subtotals 684 703 Total 1387 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 : 2009 Int #40E/W Street : Carlsbad Village DriveData Collected by : Veronica, Michael, BrianCount Date :Day :Traffic Control :Signalized07/28/09Weather : 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 11100101011012112016103826:30 AM 10100004402017145029336776:45 AM 40401906600027140033939987:00 AM 303205014000351210476210847:15 AM 5011050622002800205810011827:30 AM 4030090322206540506712317657:45 AM 80311201043205550207113317678:00 AM 6031050734105340107712117358:15 AM* 100500100444205916307995186158:30 AM* 40610606442053752087113189128:45 AM* 3021212062230772102076183204179:00 AM* 4042450763805844309717021511Max. 15 min. 10162412010648077710509718521517Pk. Hr. Vol. 21 0 17 4 6 33 0 23 16 13 15 0 247 14 25 10 0 339 55 11 794 558:00 AMPeakIntersection Traffic in Pk. Hr. = 794 Peak Hr. Factor0.929:00 AMHourIntersection Pdstrns in Pk. Hr. = 553:45 PM 120759240124580140172870129185383474:00 PM 90551022010823100115811901112118333624:15 PM 1216551701412201101471511201142011376474:30 PM 13 0 12 3 4 32 0 17 14 2 9 0 115 23 11 9 0 107 15 19 369 364:45 PM 5044317014119909510250891313276275:00 PM* 160182242013787011614170115205377165:15 PM* 1308633802312158016964501181421420435:30 PM* 901487290154360156623100149159421425:45 PM* 15096625095260122511301082316336356:00 PM 7074340093157014733530130912369656:15 PM 70190170981116011122730851011278496:30 PM 60664230166179012354430125162134486Max. 15 min. 16 1 18 9 10 42 0 23 14 23 16 0 169 23 44 10 0 149 23 21 421 86Pk. Hr. Vol. 53 0 49 22 18 134 0 60 28 28 27 0 563 31 39 25 0 490 72 51 1554 1364:45 PMPeakIntersection Traffic in Pk. Hr. = 1554 Peak Hr. Factor0.925:45 PMHourIntersection Pdstrns in Pk. Hr. = 136Tuesday 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 21 17 4 33 23 16 15 247 14 10 339 55 Adjusted Hourly Volume 0 42 0 0 72 0 15 261 0 10 394 0 Utilization Factor 0.00 0.02 0.00 0.00 0.04 0.00 0.01 0.07 0.00 0.01 0.10 0.00 Critical Factors 0.00 0.04 0.01 0.10 ICU Ratio = 0.25 LOS = A Turning Movements at Intersection of :State Street and Carlsbad Village Drive Time : to North Approach State Street Date : Day : Tuesday 159 Total Name : Veronica, Michael, Brian 72 87 Subtotals 0 Sub -16 23 33 Sub - Totals totals totals Totals W E e 376 a s 652 0 15 55 s t 276 247 339 404 t 14 10 0 688 A North A p 284 p p p r r 21 17 4 Carlsbad Village Drive 0 Subtotals 47 42 Total 89 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 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 53 49 22 134 60 28 27 563 31 25 490 72 Adjusted Hourly Volume 0 124 0 0 222 0 27 594 0 25 562 0 Utilization Factor 0.00 0.06 0.00 0.00 0.11 0.00 0.02 0.15 0.00 0.01 0.14 0.00 Critical Factors 0.00 0.11 0.15 0.01 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 : Tuesday 370 Total Name : Veronica, Michael, Brian 222 148 Subtotals 0 Sub -28 60 134 Sub - Totals totals totals Totals W E e 571 a s 1192 0 27 72 s t 621 563 490 587 t 31 25 0 1306 A North A p 719 p p p r r 53 49 22 Carlsbad Village Drive 0 Subtotals 116 124 Total 240 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 : 2009 Int #41E/W Street : Carlsbad Village DriveData Collected by : Erin, JoeCount Date :Day :Traffic Control :Signalized07/28/09Weather : 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 301100800202026206529519916:30 AM 40127113010000262035461212036:45 AM 30514113030010515366556016847:00 AM 50293180720105951114763020247:15 AM 1012110200111106511131725020427:30 AM 3071012203105288721489315227857:45 AM 402182270310301042414811418031868:00 AM 7096224041010847414312419330398:15 AM* 6091102306132090622051178030458:30 AM* 7091822002521010457196132250353118:45 AM* 808170220310001159416416132139659:00 AM* 802122330061010103302411682834166Max. 15 min. 8 0 21 22 3 300753521159724816832341611Pk. Hr. Vol. 29 0 47 68 5 95 0 178540412231379165789341469 278:00 AMPeakIntersection Traffic in Pk. Hr. = 1469 Peak Hr. Factor0.889:00 AMHourIntersection Pdstrns in Pk. Hr. = 273:45 PM 9224262350313302326219918224257594:00 PM 6018291300712302184528719534058084:15 PM 70192823208222024989147180280584134:30 PM 90232324201121412393522520327161494:45 PM 702027937013303021825177194201568155:00 PM* 1002025747074061258562211179221617145:15 PM* 602227243011555226947263162171602155:30 PM* 802224438010307127649238204252653155:45 PM* 701721740042171237610289215348628266:00 PM 70192263608716026164286176102592136:15 PM 2014192270111220205442910159162499106:30 PM 4016215380412712298327818821457314Max. 15 min. 10 2 24 29 9 47 0 137572276810291121534865326Pk. Hr. Vol. 31 0 81 97 20 168 0 32 14 6 25 5 1040 19 32 99 31 760 98 12 2500 704:45 PMPeakIntersection Traffic in Pk. Hr. = 2500 Peak Hr. Factor0.965:45 PMHourIntersection Pdstrns in Pk. Hr. = 70Tuesday 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 29 47 68 95 17 8 4 412 23 95 578 93 Adjusted Hourly Volume 0 144 0 0 120 0 4 435 0 95 671 0 Utilization Factor 0.00 0.07 0.00 0.00 0.06 0.00 0.00 0.11 0.00 0.05 0.17 0.00 Critical Factors 0.07 0.00 0.00 0.17 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :Harding Street and Carlsbad Village Drive Time : to North Approach Harding Street Date : Day : Tuesday 264 Total Name : Erin, Joe 120 144 Subtotals 0 Sub -8 17 95 Sub - Totals totals totals Totals W E e 615 a s 1054 0 493s t 439 412 578 766 t 23 95 16 1357 A North A p 591 p p p r r 29 47 68 Carlsbad Village Drive 0 Subtotals 119 144 Total 263 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 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) 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 31 81 97 168 32 14 30 1040 19 130 760 98 Adjusted Hourly Volume 0 209 0 0 214 0 30 1059 0 130 858 0 Utilization Factor 0.00 0.10 0.00 0.00 0.11 0.00 0.02 0.26 0.00 0.07 0.21 0.00 Critical Factors 0.00 0.11 0.26 0.07 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :Harding Street and Carlsbad Village Drive Time : to North Approach Harding Street Date : Day : Tuesday 418 Total Name : Erin, Joe 214 204 Subtotals 0 Sub -14 32 168 Sub - Totals totals totals Totals W E e 810 a s 1899 5 30 98 s t 1089 1040 760 988 t 19 130 31 2324 A North A p 1336 p p p r r 31 81 97 Carlsbad Village Drive 0 Subtotals 150 209 Total 359 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Aviara ParkwayFile : 2009 Int #42E/W Street : Poinsettia Lane Data Collected by : Ken, LaurieCount Date : Day :Traffic Control :Signalized08/06/09Weather : 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 3006210048410043010353010656:30 AM 2401712209922301912000313015046:45 AM 43023104071102502716110497021417:00 AM 28024115082114403429020487125137:15 AM 5103100201112052031230607110030007:30 AM 48 0 31 3 0 15 0 19 22 0 66 1 54 33 1 1 0 63 14 0 370 17:45 AM 54042102026230101172460005829345538:00 AM* 71 0 51 2 0 10 1 19 14 0 134 0 70 45 0 0 0 69 18 0 504 08:15 AM* 63051706128190106054396204324244388:30 AM* 7505030802725089158482005920146338:45 AM* 7405240602822092160420206321046709:00 AM 58 0 44 1 1 10 0 26 23 0 97 0 61 48 1 7 0 69 13 0 457 2Max. 15 min. 75 0 52 7 2 15 1 28 25 4 134 1 72 48 6 7 0 71 29 3 504 8Pk. Hr. Vol. 283 0 204 16 0 30 2 102 80 0 421 2 242 174 8 4 0 234 83 3 1877 117:45 AMPeakIntersection Traffic in Pk. Hr. = 1877 Peak Hr. Factor0.938:45 AMHourIntersection Pdstrns in Pk. Hr. = 113:45 PM 64 0 37 3 0 10 0 63 46 1 35 0 46 61 0 2 0 54 6 0 427 14:00 PM 57 0 30 5 0 13 0 68 41 0 36 0 56 77 0 7 1 51 8 0 450 04:15 PM 48 0 43 4 0 14 0 81 59 0 24 1 54 71 0 12 1 46 18 0 476 04:30 PM 57 0 54 0 2 19 0 61 64 0 36 0 67 65 0 3 1 45 16 0 488 24:45 PM 59 0 35 2 2 11 0 81 77 0 41 1 62 71 0 4 2 61 11 0 518 25:00 PM* 77 0 60 2 0 15 0 65 71 0 43 7 73 78 0 3 0 71 12 0 577 05:15 PM* 87 0 52 2 0 25 0 93 113 0 33 0 75 84 0 3 2 71 20 2 660 25:30 PM* 52 0 44 2 1 28 1 105 86 0 41 1 83 71 2 1 0 61 13 0 589 35:45 PM* 73 0 50 3 0 14 1 80 99 1 42 0 98 77 1 0 1 61 10 1 609 36:00 PM 65 0 48 6 1 25 1 77 67 0 25 0 75 77 0 0 0 89 15 0 570 16:15 PM 62 0 43 4 0 21 1 62 48 0 41 0 86 78 0 2 0 63 28 1 539 16:30 PM 71 0 52 4 0 19 0 56 56 1 34 0 73 71 1 1 0 63 23 0 523 2Max. 15 min. 87 0 60 6 2 28 1 105 113 1 43 7 98 84 2 12 2 89 28 2 660 3Pk. Hr. Vol. 289 0 206 9 1 82 2 343 369 1 159 8 329 310 3 7 3 264 55 3 2435 84:45 PMPeakIntersection Traffic in Pk. Hr. = 2435 Peak Hr. Factor0.925:45 PMHourIntersection Pdstrns in Pk. Hr. = 8Thursday 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) 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 1 411 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 283 204 16 32 102 80 423 242 174 4 234 83 Adjusted Hourly Volume 283 220 0 32 182 0 423 242 174 4 317 0 Utilization Factor 0.08 0.06 0.00 0.02 0.05 0.00 0.12 0.12 0.05 0.00 0.08 0.00 Critical Factors 0.08 0.05 0.12 0.08 ICU Ratio = 0.43 LOS = A Turning Movements at Intersection of :Aviara Parkway and Poinsettia Lane Time : to North Approach Aviara Parkway Date : Day : Thursday 924 Total Name : Ken, Laurie 214 710 Subtotals 2 Sub -80 102 32 Sub - Totals totals totals Totals W E e 599 a s 1438 2 423 83 s t 839 242 234 321 t 174 4 0 609 A North A p 288 p p p r r 283 204 16 Poinsettia Lane 0 Subtotals 280 503 Total 783 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/09 8:45 AM 7:45 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 11 1 5 1 6 Outside 7 Free-flow Lane Settings 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 289 206 9 84 343 369 167 329 310 10 264 55 Adjusted Hourly Volume 289 215 0 84 712 0 167 329 310 10 319 0 Utilization Factor 0.08 0.05 0.00 0.05 0.18 0.00 0.05 0.16 0.09 0.01 0.08 0.00 Critical Factors 0.08 0.18 0.16 0.01 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :Aviara Parkway and Poinsettia Lane Time : to North Approach Aviara Parkway Date : Day : Thursday 1218 Total Name : Ken, Laurie 796 422 Subtotals 2 Sub -369 343 84 Sub - Totals totals totals Totals W E e 930 a s 1736 8 167 55 s t 806 329 264 329 t 310 10 3 752 A North A p 423 p p p r r 289 206 9 Poinsettia Lane 0 Subtotals 660 504 Total 1164 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 Norte/Lowder LaneFile : 2009 Int #43E/W Street : Poinsettia Lane Data Collected by : Servando, KenCount Date :Day :Traffic Control :Signalized08/04/09Weather : 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 40200200350503110101251020706:30 AM 20000001400406300101186123516:45 AM 701104004201208430001838334537:00 AM 4040030051026010641201436334947:15 AM 20430200510221114210020313241737:30 AM 5012060072026016711002077049417:45 AM 130100700550351212400021610055408:00 AM* 801101000590530238333121518061038:15 AM* 80020601660282237501021317058608:30 AM* 606001003760481200500021415058408:45 AM* 904321301620420212530025620062759:00 AM 120210190168036123081102141226053Max. 15 min. 130632190376053223883312562036275Pk. Hr. Vol. 31 0 11 6 2 39 0 5 263 0 171 3 887 18 6 4 1 898 70 0 2407 87:45 AMPeakIntersection Traffic in Pk. Hr. = 2407 Peak Hr. Factor0.968:45 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 1001102100340530205913018217053614:00 PM 6011019065806071701202019014054604:15 PM 401101701641770172424021322058034:30 PM 1200302004580841319660502229063204:45 PM 9001119015608392101801023930167625:00 PM* 1203602603520100112291643027622475985:15 PM* 901262302630901725348170273152769165:30 PM* 2031328057909831286930025416081265:45 PM* 5022016047009722471034021222269356:00 PM 103302803530919200632021916063436:15 PM 2052011066216540179801019320159426:30 PM 102002401342069121602010179705120Max. 15 min. 120566280137911004028618817027630481216Pk. Hr. Vol. 28 0 9 11 9 93 0 14 264 0 385 61 1015 39 18 24 0 1015 75 8 3033 354:45 PMPeakIntersection Traffic in Pk. Hr. = 3033 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 35Tuesday 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) 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 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 31 11 6 39 5 263 174 887 18 5 898 70 Adjusted Hourly Volume 31 17 0 39 268 0 174 887 18 5 968 0 Utilization Factor 0.02 0.01 0.00 0.02 0.13 0.00 0.05 0.22 0.01 0.00 0.24 0.00 Critical Factors 0.02 0.13 0.05 0.24 ICU Ratio = 0.54 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 : Tuesday 559 Total Name : Servando, Ken 307 252 Subtotals 0 Sub -263 5 39 Sub - Totals totals totals Totals W E e 1195 a s 2274 3 174 70 s t 1079 887 898 973 t 18 5 1 1906 A North A p 933 p p p r r 31 11 6 Poinsettia Lane 0 Subtotals 27 48 Total 75 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/09 8:45 AM 7:45 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) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 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 28 9 11 93 14 264 446 1015 39 24 1015 75 Adjusted Hourly Volume 28 20 0 93 278 0 446 1015 39 24 1090 0 Utilization Factor 0.02 0.01 0.00 0.05 0.14 0.00 0.12 0.25 0.02 0.01 0.27 0.00 Critical Factors 0.02 0.14 0.12 0.27 ICU Ratio = 0.65 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 : Tuesday 840 Total Name : Servando, Ken 371 469 Subtotals 0 Sub -264 14 93 Sub - Totals totals totals Totals W E e 1368 a s 2868 61 446 75 s t 1500 1015 1015 1114 t 39 24 0 2233 A North A p 1119 p p p r r 28 9 11 Poinsettia Lane 0 Subtotals 77 48 Total 125 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #44E/W Street : Poinsettia Lane Data Collected by : Erin, JoeCount Date : Day :Traffic Control :Signalized08/04/09Weather : 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 2032001006300013511801015210536:30 AM 006220905320010522402614212466:45 AM 505301280420101871310274110199127:00 AM 6022602203403025603202821417847:15 AM 60526024010822027813703547323567:30 AM 3014300280128160191246904730327887:45 AM 9 0 13 53 0 26 0 16 11 0 2 0 28 7 4 57 0 70 66 1 358 58:00 AM 12022427360199360268486071523389178:15 AM* 3 0 11 57 1 45 0 17 11 4 4 0 29 10 3 74 0 76 27 3 364 118:30 AM* 110 651026015121100291408009842339448:45 AM* 4 0 12 76 6 35 0 21 12 4 3 0 35 13 7 104 0 96 59 2 470 199:00 AM* 4 0 14 78 1 35 0 10 11 3 8 0 43 16 6 116 5 110 39 0 489 10Max. 15 min. 12 0 22 78 7 45 0 21 12 4 10 0 43 16 7 116 5 110 66 10 489 19Pk. Hr. Vol. 22 0 43 262 8 141 0 63 46 12 25 0 136 53 16 374 5 380 167 8 1717 448:00 AMPeakIntersection Traffic in Pk. Hr. = 1717 Peak Hr. Factor0.889:00 AMHourIntersection Pdstrns in Pk. Hr. = 443:45 PM 16 0 17 100 9 30 0 19 7 2 10 0 45 14 3 89 0 48 28 1 423 154:00 PM 130251086330296080352219705247047574:15 PM 20 0 20 115 6 29 0 20 10 5 7 0 54 14 5 92 0 41 35 6 457 224:30 PM 190239065203390703692113046504487124:45 PM 21 0 19 138 4 42 0 16 10 6 15 0 44 26 1 116 0 61 54 0 562 115:00 PM* 15 0 18 115 1 48 0 28 8 3 10 0 50 21 2 126 0 60 62 7 561 135:15 PM* 19 0 23 126 6 73 0 36 13 4 6 0 44 17 11 116 0 65 48 0 586 215:30 PM* 22 0 26 139 3 54 0 25 15 3 13 1 64 31 5 114 0 76 65 5 645 165:45 PM* 19 0 31 128 4 70 0 27 9 3 10 0 65 21 3 118 0 46 71 6 615 166:00 PM 22 0 20 114 4 46 0 27 10 2 11 0 39 21 6 145 0 41 47 7 543 196:15 PM 21 0 19 111 7 40 0 21 8 5 16 0 36 22 1 87 0 46 41 0 468 136:30 PM 24 0 15 110 7 49 0 22 7 0 14 0 45 20 16 82 1 46 43 0 478 23Max. 15 min. 24 0 31 139 9 73 0 36 15 6 16 1 65 31 16 145 1 76 71 7 645 23Pk. Hr. Vol. 75 0 98 508 14 245 0 116 45 13 39 1 223 90 21 474 0 247 246 18 2407 664:45 PMPeakIntersection Traffic in Pk. Hr. = 2407 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 66Tuesday 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 22 43 262 141 63 46 25 136 53 379 380 167 Adjusted Hourly Volume 22 43 262 141 63 46 25 189 0 379 380 167 Utilization Factor 0.01 0.02 0.15 0.08 0.03 0.03 0.01 0.03 0.00 0.11 0.10 0.09 Critical Factors 0.15 0.08 0.03 0.11 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :Avenida Encinas and Poinsettia Lane Time : to North Approach Avenida Encinas Date : Day : Tuesday 485 Total Name : Erin, Joe 250 235 Subtotals 0 Sub -46 63 141 Sub - Totals totals totals Totals W E e 448 a s 662 0 25 167 s t 214 136 380 926 t 53 379 5 1470 A North A p 544 p p p r r 22 43 262 Poinsettia Lane 0 Subtotals 490 327 Total 817 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/09 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) 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 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 75 98 508 245 116 45 40 223 90 474 247 246 Adjusted Hourly Volume 75 98 508 245 116 45 40 313 0 474 247 246 Utilization Factor 0.04 0.05 0.28 0.14 0.06 0.03 0.02 0.05 0.00 0.13 0.06 0.14 Critical Factors 0.28 0.14 0.05 0.13 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Avenida Encinas and Poinsettia Lane Time : to North Approach Avenida Encinas Date : Day : Tuesday 789 Total Name : Erin, Joe 406 383 Subtotals 0 Sub -45 116 245 Sub - Totals totals totals Totals W E e 368 a s 721 1 40 246 s t 353 223 247 967 t 90 474 0 1943 A North A p 976 p p p r r 75 98 508 Poinsettia Lane 0 Subtotals 680 681 Total 1361 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #45E/W Street : Alga RoadData Collected by : Joe, Lorenzo, ErinCount Date :Day :Traffic Control :Signalized07/22/09Weather : 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 12031001033815011500032011116:30 AM 212500200551207002812011217956:45 AM 2557801006615010003504012324147:00 AM 3748112007520218004212061128767:15 AM 475861100642319005913032130247:30 AM 518110030010324021013704040036337:45 AM* 78516011007441040036011024046928:00 AM* 573181040110024031014806051345878:15 AM* 61316813009045026016302052046738:30 AM* 81614900019232022018304061047808:45 AM 63212330319334024017806054044009:00 AM 6751292000612601000540404103630Max. 15 min. 81 8 18134311034524003831606434787Pk. Hr. Vol. 277 17 6582802356142011906254113018831872 127:30 AMPeakIntersection Traffic in Pk. Hr. = 1872 Peak Hr. Factor0.988:30 AMHourIntersection Pdstrns in Pk. Hr. = 123:45 PM 7459120209724025066900012039804:00 PM 74896003011022127736502015242334:15 PM 81593203011723124066815020042924:30 PM 64999304012825120157102001043214:45 PM 674116301116527025039309121051805:00 PM 76274123015822024047303044044825:15 PM* 903100002020529039048413001056015:30 PM* 7901270160188190340310004010156125:45 PM* 9161212160181351360108603012158036:00 PM* 687121101012426029049204032048206:15 PM 83666003014627034046900011144016:30 PM 9059320301233033206690202104583Max. 15 min. 91 9 1273261205353397101001914525803Pk. Hr. Vol. 328 16 469 3 2 15 0 698 109 1 138 0 21 362 1 1405522183 65:00 PMPeakIntersection Traffic in Pk. Hr. = 2183 Peak Hr. Factor0.946:00 PMHourIntersection Pdstrns in Pk. Hr. = 6Wednesday 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) 7:30 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 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 294 658 2 2 356 142 119 6 254 13 18 8 Adjusted Hourly Volume 294 660 0 2 498 0 119 6 254 13 26 0 Utilization Factor 0.16 0.11 0.00 0.00 0.08 0.00 0.07 0.01 0.09 0.01 0.01 0.00 Critical Factors 0.16 0.08 0.09 0.01 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Wednesday 1287 Total Name : Joe, Lorenzo, Erin 500 787 Subtotals 2 Sub -142 356 2 Sub - Totals totals totals Totals W E e 437 a s 816 0 119 8 s t 379 6 18 39 t 254 13 0 47 A North A p 8p p p r r 294 658 2 Alga Road 17 Subtotals 640 954 Total 1594 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 8:30 AM 7:30 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) 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 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 344 469 3 15 698 109 138 21 362 14 5 5 Adjusted Hourly Volume 344 472 0 15 807 0 138 21 362 14 10 0 Utilization Factor 0.19 0.08 0.00 0.01 0.13 0.00 0.08 0.02 0.13 0.01 0.01 0.00 Critical Factors 0.19 0.13 0.13 0.01 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Wednesday 1434 Total Name : Joe, Lorenzo, Erin 822 612 Subtotals 0 Sub -109 698 15 Sub - Totals totals totals Totals W E e 442 a s 963 0 138 5 s t 521 21 5 24 t 362 14 0 63 A North A p 39 p p p r r 344 469 3 Alga Road 16 Subtotals 1090 816 Total 1906 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : 2009 Int #46E/W Street : Alga RoadData Collected by : Michael, LaurieCount Date : Day :Traffic Control :Signalized07/22/09Weather : 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 30230300701018202031107306:30 AM 20180200731016124054309956:45 AM 50311010111220264070436012027:00 AM 40116340160403211142624015147:15 AM 104123300153605000181744218887:30 AM 307130500140503310110746017207:45 AM* 701025120512030572024210712026818:00 AM* 408251503151303820120934021228:15 AM* 4 0 8 13 0 10 0 7 12 0 3 0 44 2 2 23 0 99 5 0 230 28:30 AM* 3 0 10 17 0 14 0 3 10 0 6 0 54 5 1 23 2 103 4 0 254 18:45 AM 9 0 10 19 0 13 0 2 10 0 3 1 61 1 1 10 0 90 4 0 233 19:00 AM 7057060612050475118076902031Max. 15 min. 9 0 10 25 3 14 0 7 15 3 6 1 61 5 2 24 2 107 12 2 268 8Pk. Hr. Vol. 18 0 36 80 2 31 0 18 49 1 15 0 193 11 3 82 4 402 25 0 964 67:30 AMPeakIntersection Traffic in Pk. Hr. = 964 Peak Hr. Factor0.908:30 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 2032111107909064501516010221734:00 PM 3061601005701807750131678123614:15 PM 30717013029090793091887024704:30 PM 2 0 4 20 0 10 0 10 13 0 15 0 78 7 0 18 1 56 10 0 244 04:45 PM 204120140107070105301516512025705:00 PM 1 0 3 11 0 20 0 6 13 1 22 1 82 7 0 20 1 75 9 0 271 15:15 PM* 30490150913015012660161809030605:30 PM* 2 0 5 14 0 25 0 16 8 0 21 0 122 6 0 22 0 55 6 1 302 15:45 PM* 3 0 6 13 0 9 0 13 10 0 17 0 108 5 0 20 2 85 6 2 297 26:00 PM* 2 0 3 12 1 10 0 14 13 0 12 0 120 4 0 13 1 77 7 0 288 16:15 PM 4 0 1 12 0 14 0 13 11 0 12 3 91 7 0 16 2 79 10 0 275 06:30 PM 3 0 5 15 0 17 0 9 12 0 13 0 74 5 1 22 1 64 10 0 250 1Max. 15 min. 4 0 7 21 1 25 0 16 13 1 22 3 126 7 1 22 2 88 12 2 306 3Pk. Hr. Vol. 10 0 18 48 1 59 0 52 44 0 65 0 476 21 0 71 4 297 28 3 1193 45:00 PMPeakIntersection Traffic in Pk. Hr. = 1193 Peak Hr. Factor0.976:00 PMHourIntersection Pdstrns in Pk. Hr. = 4Wednesday 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) 7:30 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 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 18 36 80 31 18 49 15 193 11 86 402 25 Adjusted Hourly Volume 18 36 80 31 18 49 15 204 0 86 427 0 Utilization Factor 0.01 0.00 0.04 0.02 0.01 0.03 0.01 0.05 0.00 0.05 0.11 0.00 Critical Factors 0.00 0.02 0.01 0.11 ICU Ratio = 0.24 LOS = A Turning Movements at Intersection of :El Fuerte Street and Alga Road Time : to North Approach El Fuerte Street Date : Day : Wednesday 174 Total Name : Michael, Laurie 98 76 Subtotals 0 Sub -49 18 31 Sub - Totals totals totals Totals W E e 469 a s 688 0 15 25 s t 219 193 402 513 t 11 86 4 821 A North A p 308 p p p r r 18 36 80 Alga Road 0 Subtotals 111 134 Total 245 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 8:30 AM 7:30 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) 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 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 18 48 59 52 44 65 476 21 75 297 28 Adjusted Hourly Volume 10 18 48 59 52 44 65 497 0 75 325 0 Utilization Factor 0.01 0.01 0.03 0.03 0.03 0.02 0.04 0.12 0.00 0.04 0.08 0.00 Critical Factors 0.00 0.03 0.12 0.04 ICU Ratio = 0.29 LOS = A Turning Movements at Intersection of :El Fuerte Street and Alga Road Time : to North Approach El Fuerte Street Date : Day : Wednesday 266 Total Name : Michael, Laurie 155 111 Subtotals 0 Sub -44 52 59 Sub - Totals totals totals Totals W E e 351 a s 913 0 65 28 s t 562 476 297 400 t 21 75 4 987 A North A p 587 p p p r r 10 18 48 Alga Road 0 Subtotals 144 76 Total 220 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 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 : Marron Road File : 2009 Int #47E/W Street : Jefferson StreetData Collected by : Danny, LaurieCount Date : Day : Traffic Control : Signalized07/07/09 Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru Right Peds LeftU-TrnThru Right Peds LeftU-TrnThru Right Peds LeftU-TrnThru Right Peds Vehicles Peds6:15 AM 1080070615230101004434966:30 AM 6 0 1110301345050012002228946:45 AM 8 0 232040145301001400003012207:00 AM 7 0 210060214807001900000012907:15 AM 6 0 21004022610501300005012807:30 AM * 9 0 181081308901402200006018007:45 AM * 7 0 26 0 0 13 2 82 117 1 1101421012126748:00 AM * 10 0 28 1 0 15 0 47 117 0 1804600017025408:15 AM * 7 0 25 0 2 15 0 29 91 0 1304320014019248:30 AM 12 0 29 0 0 17 0 25 69 2 1302210018117848:45 AM 15 0 30 0 0 19 0 32 68 0 2306900015120819:00 AM 11 0 23 0 0 24 1 44 64 0 2703403001402180Max. 15 min. 15 0 30 2 2 24 2 82 117 2 27 0 6 1923041432676Pk. Hr. Vol. 33 0 97 2 2 51 3 188 414 1 56 0 11 15410319189387:15 AM PeakIntersection Traffic in Pk. Hr. = 893 Peak Hr. Factor 0.848:15 AM Hour Intersection Pdstrns in Pk. Hr. = 83:45 PM 22 0 65 4 0 76 0 81 55 0 39 0 17 16 1 0 0 11 68 0 454 14:00 PM 16 0 100 5 0 61 1 94 49 0 57 0 25 18 0 1 0 10 64 0 501 04:15 PM 26 0 75 4 1 61 1 55 51 0 48 0 10 20210960042134:30 PM 23 0 67 4 0 67 0 86 58 1 38 0 9 11 0 2 0 10 61 0 436 14:45 PM 21 0 63 3 0 50 1 90 37 1 71 0 17 17040748042915:00 PM * 24 0 78 5 2 90 0 84 53 4 50 0 11 23 4 2 0 16 62 0 498 105:15 PM * 29 0 90 2 0 95 0 78 70 0 76 0 11 27020970055905:30 PM * 15 1 89 2 1 66 1 110 67 1 58 0 13 25130971053035:45 PM * 22 0 74 3 0 60 0 79 59 0 50 0 12 30010560045506:00 PM 21 0 84 5 0 63 0 83 43 1 48 0 6 16010756043316:15 PM 18 0 59 0 0 52 0 88 47 3 34 0 8 15420843037476:30 PM 18 0 79 2 0 37 0 83 40 0 52 0 8 1302043203700Max. 15 min. 29 1 100 5 2 95 1 110 70 4 76 0 25 30 4 4 0 16 71 0 559 10Pk. Hr. Vol. 90 1 331 12 3 311 1 351 249 5 234 0 47 105 5 8 0 39 263 0 2042 134:45 PM PeakIntersection Traffic in Pk. Hr. = 2042 Peak Hr. Factor 0.915:45 PM Hour Intersection Pdstrns in Pk. Hr. = 13Tuesday 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) 7:15 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 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 33 97 2 54 188 414 56 11 15 1 3 19 Adjusted Hourly Volume 33 99 0 54 188 414 56 26 0 1 3 19 Utilization Factor 0.02 0.02 0.00 0.02 0.05 0.23 0.03 0.01 0.00 0.00 0.00 0.01 Critical Factors 0.02 0.23 0.03 0.01 ICU Ratio = 0.39 LOS = A Turning Movements at Intersection of :Marron Road and Jefferson Street Time : to North Approach Marron Road Date : Day : Tuesday 831 Total Name : Danny, Laurie 656 175 Subtotals 3 Sub -414 188 54 Sub - Totals totals totals Totals W E e 450 a s 532 0 56 19 s t 82 11 3 23 t 15 1 0 87 A North A p 64 p p p r r 33 97 2 Jefferson Street 0 Subtotals 204 132 Total 336 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 8:15 AM 7:15 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 91 331 12 312 351 249 234 47 105 8 39 263 Adjusted Hourly Volume 91 343 0 312 351 249 234 152 0 8 39 263 Utilization Factor 0.05 0.09 0.00 0.09 0.09 0.14 0.13 0.08 0.00 0.00 0.02 0.15 Critical Factors 0.05 0.14 0.13 0.15 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :Marron Road and Jefferson Street Time : to North Approach Marron Road Date : Day : Tuesday 1741 Total Name : Danny, Laurie 912 829 Subtotals 1 Sub -249 351 312 Sub - Totals totals totals Totals W E e 378 a s 764 0 234 263 s t 386 47 39 310 t 105 8 0 680 A North A p 370 p p p r r 91 331 12 Jefferson Street 1 Subtotals 465 434 Total 899 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 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 : 2009 Int #48E/W Street : Marron RoadData Collected by : Raul, BrianCount Date : Day :Traffic Control :Signalized07/07/09Weather : 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 402403011030140102322926:30 AM 1301302022000640508214816:45 AM 14032020310706714011106117:00 AM 180250103602013290100124010507:15 AM 130260203202081505011407307:30 AM 1301500005010131519012427837:45 AM* 20008040110407214030134214428:00 AM* 2104101002504024200150174212638:15 AM* 2003914013050111301107409118:30 AM* 190411000240201510013017209908:45 AM 2402142402403022120100183011829:00 AM 16031102023130222316017801162Max. 15 min. 24 0 4 14240361707229115018821443Pk. Hr. Vol. 80 0 11 3828061301501225704205414446067:30 AMPeakIntersection Traffic in Pk. Hr. = 460 Peak Hr. Factor0.808:30 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 22 0 6 11 0 17 0 10 14 0 15 0 46 37 0 14 0 43 15 0 250 04:00 PM 30 0 8 26 0 14 0 12 23 0 15 0 56 32 0 23 0 72 22 0 333 04:15 PM 25 0 13 25 0 10 0 4 19 0 14 0 48 24 2 18 0 57 20 4 277 64:30 PM 30 0 15 20 0 12 0 13 12 0 17 0 43 30 0 27 0 47 16 0 282 04:45 PM 24 0 26 15 3 7 0 11 13 0 17 0 64 26 2 16 0 45 22 0 286 55:00 PM* 30 0 15 22 0 13 0 14 23 0 9 0 57 40 0 22 0 60 24 0 329 05:15 PM* 38 0 16 17 2 21 0 12 8 0 15 0 55 35 0 20 0 75 23 1 335 35:30 PM* 33 0 20 30 1 9 0 13 20 0 14 0 81 39 3 20 0 53 16 0 348 45:45 PM* 29 0 16 16 2 27 0 8 10 0 17 0 65 32 1 9 0 56 21 1 306 46:00 PM 17 0 21 13 0 15 0 9 23 0 9 0 54 30 0 13 0 54 14 1 272 16:15 PM 17 0 14 17 0 16 0 13 9 0 24 0 48 30 0 19 0 39 13 0 259 06:30 PM 21 0 9 21 1 12 0 14 13 0 20 0 50 28 0 16 0 47 13 1 264 2Max. 15 min. 38 0 26 30 3 27 0 14 23 0 24 0 81 40 3 27 0 75 24 4 348 6Pk. Hr. Vol. 130 0 67 85 5 70 0 47 61 0 55 0 258 146 4 71 0 244 84 2 1318 114:45 PMPeakIntersection Traffic in Pk. Hr. = 1318 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 11Tuesday Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 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 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 80 11 38 8 6 13 15 122 57 42 54 14 Adjusted Hourly Volume 80 49 0 8 19 0 15 179 0 42 68 0 Utilization Factor 0.04 0.01 0.00 0.00 0.00 0.00 0.01 0.04 0.00 0.02 0.02 0.00 Critical Factors 0.04 0.00 0.04 0.02 ICU Ratio = 0.20 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 67 Total Name : Raul, Brian 27 40 Subtotals 0 Sub -13 6 8 Sub - Totals totals totals Totals W E e 147 a s 341 0 15 14 s t 194 122 54 110 t 57 42 0 278 A North A p 168 p p p r r 80 11 38 Marron Road 0 Subtotals 105 129 Total 234 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 8:30 AM 7:30 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 130 67 85 70 47 61 55 258 146 71 244 84 Adjusted Hourly Volume 130 152 0 70 108 0 55 404 0 71 328 0 Utilization Factor 0.07 0.04 0.00 0.04 0.03 0.00 0.03 0.10 0.00 0.04 0.08 0.00 Critical Factors 0.07 0.03 0.10 0.04 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 384 Total Name : Raul, Brian 178 206 Subtotals 0 Sub -61 47 70 Sub - Totals totals totals Totals W E e 435 a s 894 0 55 84 s t 459 258 244 399 t 146 71 0 812 A North A p 413 p p p r r 130 67 85 Marron Road 0 Subtotals 264 282 Total 546 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/07/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 49 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 : 2009 Int #49E/W Street : Cannon RoadData Collected by : Erin, JoeCount Date : Day :Traffic Control :Signalized07/30/09Weather : 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 3004000000005118020730015106:30 AM 4000000000008020070910020206:45 AM 120011000000013433090990028817:00 AM 800300000000188531190960036717:15 AM 13104000000001555621101220036227:30 AM 13006000000002425812501280047217:45 AM* 11107000000002746923111290052328:00 AM* 240013000000003169012701390060918:15 AM* 44003000000002547211701360052618:30 AM* 260029000000002345212101160047818:45 AM 250027000000002005601801230044909:00 AM 310023000000002116123093004222Max. 15 min. 44 1 0 2910000000316902311139006092Pk. Hr. Vol. 105 1 0 52000000001078 283 5 96 1 520 0 0 2136 57:30 AMPeakIntersection Traffic in Pk. Hr. = 2136 Peak Hr. Factor0.888:30 AMHourIntersection Pdstrns in Pk. Hr. = 53:45 PM 1030036000000001435812103180067914:00 PM 1081034000000001306401902190057504:15 PM 1021043000000001436111502800064514:30 PM 1230045000000001676542402380066244:45 PM 890031000000001416203702630062305:00 PM* 991041000000001724311303040067315:15 PM* 1080031000000001625002204360080905:30 PM* 770034000000001715501703010065505:45 PM* 980033000000001576503203230070806:00 PM 880037000000001414111302220054216:15 PM 820021000000001345342602440056046:30 PM 87102100000000133490290220005400Max. 15 min. 123 1 0 4500000000172654370436008094Pk. Hr. Vol. 382 1 0 1390000000066221318401364 0 0 2845 14:45 PMPeakIntersection Traffic in Pk. Hr. = 2845 Peak Hr. Factor0.885:45 PMHourIntersection Pdstrns in Pk. Hr. = 1Thursday 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 106 0 52 00001078 283 97 520 0 Adjusted Hourly Volume 106 0 52 00001361 0 97 520 0 Utilization Factor 0.03 0.00 0.03 0.00 0.00 0.00 0.00 0.34 0.00 0.05 0.09 0.00 Critical Factors 0.03 0.00 0.00 0.34 0.05 ICU Ratio = 0.52 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 : Erin, Joe 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 625 a s 1986 0 00s t 1361 1078 520 617 t 283 97 1 1748 A North A p 1131 p p p r r 106 0 52 Cannon Road 1 Subtotals 380 158 Total 538 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 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 383 0 139 0000662213841364 0 Adjusted Hourly Volume 383 0 139 00008750841364 0 Utilization Factor 0.11 0.00 0.08 0.00 0.00 0.00 0.00 0.22 0.00 0.05 0.23 0.00 Critical Factors 0.11 0.00 0.00 0.22 0.05 ICU Ratio = 0.48 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 : Erin, Joe 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1746 a s 2621 0 00s t 875 662 1364 1448 t 213 84 0 2249 A North A p 801 p p p r r 383 0 139 Cannon Road 1 Subtotals 298 522 Total 820 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 50 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 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 : LEGOLAND DriveFile : 2009 Int #50E/W Street : Cannon RoadData Collected by : Michael, VeronicaCount Date :Day :Traffic Control :Signalized07/30/09Weather : 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 10010000000043131170760015116:30 AM 30020000000050230120930018306:45 AM 000220000000775514701180029937:00 AM 000200000000986904601110032607:15 AM 4001100000001014613601550034327:30 AM* 1001000000001558403401540042907:45 AM* 5002000000002018416801730053318:00 AM* 70030000000021010518501630057318:15 AM* 5101000000001796913701370042918:30 AM 4002000000001566604301440041508:45 AM 13007000000001665101701400039409:00 AM 900300000000157601210118003681Max. 15 min. 13107200000002101051850173005733Pk. Hr. Vol. 181070000000074534232240627001964 37:15 AMPeakIntersection Traffic in Pk. Hr. = 1964 Peak Hr. Factor0.868:15 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 132004400000000106282411270044224:00 PM 83003200000000922601071240037404:15 PM 120003500000000541701511470038904:30 PM 10400300000000077180901340037204:45 PM 1330051000000001282801901660052505:00 PM* 1360053000000001433011501700054715:15 PM* 1520069100000001491312212520065825:30 PM* 860038000000001751502002570059105:45 PM* 1110036000000001471802601940053206:00 PM 820024000000001111901401820043206:15 PM 850025000000001351501101590043006:30 PM 86002600000000128200140149004230Max. 15 min. 152 0 0 6910000000175302267257006582Pk. Hr. Vol. 485 0 0 19610000000614762831873002328 34:45 PMPeakIntersection Traffic in Pk. Hr. = 2328 Peak Hr. Factor0.885:45 PMHourIntersection Pdstrns in Pk. Hr. = 3Thursday 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) 7:15 AM to 8:15 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 19 0700007453422246270 Adjusted Hourly Volume 19 0700007453422246270 Utilization Factor 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.19 0.06 0.16 0.00 Critical Factors 0.01 0.00 0.00 0.19 0.06 ICU Ratio = 0.36 LOS = A Turning Movements at Intersection of :LEGOLAND Drive and Cannon Road Time : to North Approach LEGOLAND Drive Date : Day : Thursday 0 Total Name : Michael, Veronica 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 645 a s 1732 0 00s t 1087 745 627 851 t 342 224 0 1603 A North A p 752 p p p r r 19 0 7 Cannon Road 1 Subtotals 567 26 Total 593 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 8:15 AM 7:15 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) 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 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 485 0 196 000061476848730 Adjusted Hourly Volume 485 0 196 000061476848730 Utilization Factor 0.13 0.00 0.11 0.00 0.00 0.00 0.00 0.15 0.04 0.02 0.22 0.00 Critical Factors 0.13 0.00 0.00 0.00 0.22 ICU Ratio = 0.45 LOS = A Turning Movements at Intersection of :LEGOLAND Drive and Cannon Road Time : to North Approach LEGOLAND Drive Date : Day : Thursday 0 Total Name : Michael, Veronica 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1358 a s 2048 0 00s t 690 614 873 957 t 76 84 1 1768 A North A p 811 p p p r r 485 0 196 Cannon Road 0 Subtotals 159 681 Total 840 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 51 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 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 : Faraday AvenueFile : 2009 Int #51E/W Street : Cannon DriveData Collected by : Laurie, KenCount Date : Day :Traffic Control :Signalized07/30/09Weather : 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 1700010000101927020790013526:30 AM 18000100001001330110870114946:45 AM 400010000000013560301360024907:00 AM 420000000000016831801170126627:15 AM 3600000000000127711401790031817:30 AM 3200100000000181231301650034217:45 AM* 51002100000012716001202070046018:00 AM* 61003000000002618201401980048408:15 AM* 4900310000002341510901420039018:30 AM* 4800200000000421411801340037518:45 AM 2910610000004351250401280033219:00 AM 43002000000034810708183002950Max. 15 min. 6110610000104481821141207014844Pk. Hr. Vol. 209 0 0 10200000031296341430681001709 37:30 AMPeakIntersection Traffic in Pk. Hr. = 1709 Peak Hr. Factor0.888:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 770071000000212964050590134324:00 PM 780020000000312937000700031904:15 PM 1090041000000613145070710137324:30 PM 700060000000814052130650034414:45 PM 1130050000000217944220830042825:00 PM* 11700151000010218159220790045545:15 PM* 18600150000000120173180850056915:30 PM* 19100130000000219058011780253425:45 PM* 12700130000000117959010810046106:00 PM 12600140000000312164110750040416:15 PM 700020000000212439020740031306:30 PM 67005000000011175011083003241Max. 15 min. 191 0 0 15100001082017328185025694Pk. Hr. Vol. 621 0 0 56100001067512493121323022019 74:45 PMPeakIntersection Traffic in Pk. Hr. = 2019 Peak Hr. Factor0.895:45 PMHourIntersection Pdstrns in Pk. Hr. = 7Thursday 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 209 0 10 0003129634436810 Adjusted Hourly Volume 219 0000037630436810 Utilization Factor 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.02 0.17 0.00 Critical Factors 0.06 0.00 0.00 0.00 0.19 0.02 ICU Ratio = 0.37 LOS = A Turning Movements at Intersection of :Faraday Avenue and Cannon Drive Time : to North Approach Faraday Avenue Date : Day : Thursday 0 Total Name : Laurie, Ken 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 893 a s 1659 3 30s t 766 129 681 724 t 634 43 0 863 A North A p 139 p p p r r 209 0 10 Cannon Drive 0 Subtotals 677 219 Total 896 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 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 621 0 56 0006751249133230 Adjusted Hourly Volume 677 0000061000 0 13 323 0 Utilization Factor 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.01 0.08 0.00 Critical Factors 0.18 0.00 0.00 0.00 0.25 0.01 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :Faraday Avenue and Cannon Drive Time : to North Approach Faraday Avenue Date : Day : Thursday 0 Total Name : Laurie, Ken 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 950 a s 1956 6 60s t 1006 751 323 336 t 249 13 1 1144 A North A p 808 p p p r r 621 0 56 Cannon Drive 0 Subtotals 261 677 Total 938 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 52 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 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 : Car Country DriveFile : 2009 Int #52E/W Street : Paseo Del Norte Data Collected by : Erin, JoeCount Date : Day :Traffic Control :Signalized07/15/09Weather : 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 10014602061000000101204306:30 AM 709204091000002000503726:45 AM 70164070146000000000305707:00 AM 401920060181000000300507607:15 AM 102014090131100000500406717:30 AM 30261921302721000005006010137:45 AM 1038170512730100204008010708:00 AM* 103827115340000003117008015228:15 AM* 4036206122321000021110011013178:30 AM* 2032141100340010020101014012018:45 AM* 004021111332311000180016013539:00 AM* 00421219146100001017002301521Max. 15 min. 10 0 42 27 6 15 3 46611003217112301527Pk. Hr. Vol. 7 0 146 82 9 48 8 13841200734610490538137:45 AMPeakIntersection Traffic in Pk. Hr. = 538 Peak Hr. Factor0.888:45 AMHourIntersection Pdstrns in Pk. Hr. = 133:45 PM 105120191520010030300038020614:00 PM* 0073254172591000010310024023344:15 PM* 0075271201680100021310034025834:30 PM* 0072210200601100011310031023724:45 PM* 0063301233593010000230038024315:00 PM 0078210152640000000200024022405:15 PM 0079283194630200002330022024875:30 PM 0065151291490000000400014021315:45 PM 0056200131500000010270021018906:00 PM 1045254210560000000220021019146:15 PM 005413081520000010180033018006:30 PM 005218351480300004200013015710Max. 15 min. 1 0 79 30 4 29 4 683310034400038025810Pk. Hr. Vol. 0 0 283 103 6 80 6 2465210042116001270971103:45 PMPeakIntersection Traffic in Pk. Hr. = 971 Peak Hr. Factor0.944:45 PMHourIntersection Pdstrns in Pk. Hr. = 10Wednesday Car Country Drive at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120010110 Capacity 1800 4000 0 1800 4000 0 0 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 7 146 82 56 138 420747049 Adjusted Hourly Volume 7 287 0 56 142 009047490 Utilization Factor 0.00 0.07 0.00 0.03 0.04 0.00 0.00 0.00 0.00 0.03 0.02 0.00 Critical Factors 0.07 0.03 0.00 0.03 ICU Ratio = 0.23 LOS = A Turning Movements at Intersection of :Car Country Drive and Paseo Del Norte Time : to North Approach Car Country Drive Date : Day : Wednesday 403 Total Name : Erin, Joe 198 205 Subtotals 8 Sub -4 138 56 Sub - Totals totals totals Totals W E e11 a s20 0 249s t 9 0 0 96 t 7471227 A North A p 131 p p p r r 7 146 82 Paseo Del Norte 0 Subtotals 191 235 Total 426 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/09 8:45 AM 7:45 AM Car Country Drive at Paseo Del Norte Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 3:45 PM to 4:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120010110 Capacity 1800 4000 0 1800 4000 0 0 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 0 283 103 86 246 51041160127 Adjusted Hourly Volume 0 386 0 86 251 00501161270 Utilization Factor 0.00 0.10 0.00 0.05 0.06 0.00 0.00 0.00 0.00 0.06 0.06 0.00 Critical Factors 0.10 0.05 0.00 0.06 ICU Ratio = 0.31 LOS = A Turning Movements at Intersection of :Car Country Drive and Paseo Del Norte Time : to North Approach Car Country Drive Date : Day : Wednesday 754 Total Name : Erin, Joe 337 417 Subtotals 6 Sub - 5 246 86 Sub - Totals totals totals Totals W E e5 a s10 0 1 127 s t 5 0 0 243 t 4 116 0 426 A North A p 183 p p p r r 0 283 103 Paseo Del Norte 0 Subtotals 366 386 Total 752 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/09 4:45 PM 3:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 53 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 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 : College BoulevardFile : 2009 Int #53E/W Street : Tamarack Avenue (S)Data Collected by : Veronica, LaurieCount Date : Day :Traffic Control :Signalized07/08/09Weather : 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 0000010138611100810000016426:30 AM 10290010153301100403002020706:45 AM 10442100231701700606002031617:00 AM 10522000190401300906012028007:15 AM 207331102184020001309004034717:30 AM* 109610002728027031319007143727:45 AM* 201627132339113290012219026059468:00 AM* 2 0 249 13 4 0 0 278 17 0 24 0 2 12 1 76 0 7 13 1 693 68:15 AM* 3016740402401102704192630523057028:30 AM 2011351602321011904100130179422118:45 AM 601383010215130150119020015143719:00 AM 00133311017711323011311403903885Max. 15 min. 6 0 249 13 4 6 2 339 17 3 29 0 4 19 2 76 0 7 23 9 693 11Pk. Hr. Vol. 8 0 674 25 5 7 2 1129 47 3 107 0 9 56 6 167 0 14 49 2 2294 167:15 AMPeakIntersection Traffic in Pk. Hr. = 2294 Peak Hr. Factor0.838:15 AMHourIntersection Pdstrns in Pk. Hr. = 163:45 PM 00142443115219028031009014137654:00 PM 1029116016223020001400010025714:15 PM 80255802014721115116012011047814:30 PM 702291131301691501401409039048434:45 PM 612851106114218010004010007050105:00 PM 8028680701662811400607024053615:15 PM* 1423654110015226010014012015260635:30 PM* 81337134711802901501607007061245:45 PM* 130356708116728019003011017062106:00 PM* 241280602501351902102509023056626:15 PM 16031716011113333016016010002056206:30 PM 7025882110148250180284800004936Max. 15 min. 24 2 365 60 4 13 1 180 33 1 28 1 3 14 4 1203926216Pk. Hr. Vol. 59 4 1338 84 7 30 2 634 102 0 65 0 4 18 0 39 0 4 22 2 2405 95:00 PMPeakIntersection Traffic in Pk. Hr. = 2405 Peak Hr. Factor0.976:00 PMHourIntersection Pdstrns in Pk. Hr. = 9Wednesday 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) 7:15 AM to 8:15 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 8 674 25 9 1129 47 107 9 56 167 14 49 Adjusted Hourly Volume 8 699 0 9 1176 0 0 172 0 0 230 0 Utilization Factor 0.00 0.17 0.00 0.01 0.29 0.00 0.00 0.09 0.00 0.00 0.12 0.00 Critical Factors 0.00 0.29 0.00 0.12 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :College Boulevard and Tamarack Avenue (S) Time : to North Approach College Boulevard Date : Day : Wednesday 2017 Total Name : Veronica, Laurie 1185 832 Subtotals 2 Sub -47 1129 9 Sub - Totals totals totals Totals W E e69 a s 241 0 107 49 s t 172 9 14 230 t 56 167 0 271 A North A p 41 p p p r r 8 674 25 Tamarack Avenue (S) 0 Subtotals 1352 707 Total 2059 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/09 8:15 AM 7:15 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) 5:00 PM to 6:00 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 63 1338 84 32 634 102 65 4 18 39 4 22 Adjusted Hourly Volume 63 1422 0 32 736 0 0 87 0 0 65 0 Utilization Factor 0.04 0.36 0.00 0.02 0.18 0.00 0.00 0.04 0.00 0.00 0.03 0.00 Critical Factors 0.36 0.02 0.04 0.00 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :College Boulevard and Tamarack Avenue (S) Time : to North Approach College Boulevard Date : Day : Wednesday 2195 Total Name : Veronica, Laurie 768 1427 Subtotals 2 Sub - 102 634 32 Sub - Totals totals totals Totals W E e 165 a s 252 0 65 22 s t874 465t 18 39 0 183 A North A p 118 p p p r r 63 1338 84 Tamarack Avenue (S) 4 Subtotals 695 1485 Total 2180 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 54 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 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 : College BoulevardFile : 2009 Int #54E/W Street : Carlsbad Village Drive/Peninsula Drive Data Collected by : L.C., MichaelCount Date : Day :Traffic Control :Signalized07/08/09Weather : 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 202001001341512000101002119536:30 AM 102903001401502401701011022036:45 AM 403300002262502600702010032407:00 AM 4042000018823035001010010030317:15 AM 5058000020718049001011004135227:30 AM* 70104140024653083001710014151667:45 AM* 5012702103281180109001401005170838:00 AM* 15083020024860068001321011449088:15 AM* 12075011024538055011400011144328:30 AM 10079100119343067011910013041818:45 AM 10097001018149058002221013042329:00 AM 13081141014046254011521020235510Max. 15 min. 15 0 12714113281182109012222025470810Pk. Hr. Vol. 39 0 38919201067 269 0 315 0 1 5832031172157 197:15 AMPeakIntersection Traffic in Pk. Hr. = 2157 Peak Hr. Factor0.768:15 AMHourIntersection Pdstrns in Pk. Hr. = 193:45 PM 1302141020969304902800003048104:00 PM 210184052010486267001300010047874:15 PM 802351300837637100521002048284:30 PM 19022611209779070011220010050834:45 PM* 1203200010888335900803011357665:00 PM* 16030014409678164051110012057865:15 PM* 27030702118481565011000000057775:30 PM* 201310002010297056001000020160015:45 PM 360256606092760780111800224566126:00 PM 15019043208976075011100027047236:15 PM 1202040120815808101802001045016:30 PM 210136119096611630190102214023Max. 15 min. 36 1 320659110497581051383027460012Pk. Hr. Vol. 75 1 12371681370339924406391304342331 204:30 PMPeakIntersection Traffic in Pk. Hr. = 2331 Peak Hr. Factor0.975:30 PMHourIntersection Pdstrns in Pk. Hr. = 20Wednesday 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 39 389 1 2 1067 269 315 1 58 2 3 11 Adjusted Hourly Volume 39 390 0 2 1336 0 316 0 58 2 14 0 Utilization Factor 0.02 0.10 0.00 0.00 0.33 0.00 0.08 0.00 0.03 0.00 0.01 0.00 Critical Factors 0.02 0.33 0.08 0.01 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive/Peninsula Drive Time : to North Approach College Boulevard Date : Day : Wednesday 2053 Total Name : L.C., Michael 1338 715 Subtotals 0 Sub -269 1067 2 Sub - Totals totals totals Totals W E e 311 a s 685 0 315 11 s t 374 1 3 16 t 58 2 0 20 A North A p 4p p p r r 39 389 1 Carlsbad Village Drive/Peninsula Dr 0 Subtotals 1127 429 Total 1556 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/09 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 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 76 1237 1 9 370 339 244 6 39 3 4 3 Adjusted Hourly Volume 76 1238 0 9 709 0 250 0 39 3 7 0 Utilization Factor 0.04 0.31 0.00 0.01 0.18 0.00 0.07 0.00 0.02 0.00 0.00 0.00 Critical Factors 0.31 0.01 0.07 0.00 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive/Peninsula Drive Time : to North Approach College Boulevard Date : Day : Wednesday 2203 Total Name : L.C., Michael 718 1485 Subtotals 1 Sub -339 370 9 Sub - Totals totals totals Totals W E e 418 a s 707 0 244 3 s t 289 6 4 10 t 39 3 0 25 A North A p 15 p p p r r 76 1237 1 Carlsbad Village Drive/Peninsula Dr 1 Subtotals 413 1314 Total 1727 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 55 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 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 : College BoulevardFile : 2009 Int #55E/W Street : Faraday AvenueData Collected by : Michael, MyiaCount Date :Day :Traffic Control :Signalized07/09/09Weather : 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 120121821501212010217050192213646:30 AM 8 0 13 11 3 11 0 26 13 1 1 0 27 5 1 14 0 46 7 1 182 66:45 AM 15 0 15 31 0 12 0 33 14 0 1 0 47 8 2 18 0 34 3 1 231 37:00 AM 12 0 27 26 0 50 0 43 16 0 5 0 54 12 0 38 0 59 15 1 357 17:15 AM 20 0 22 16 1 21 0 39 13 0 7 0 54 15 1 25 0 45 9 0 286 27:30 AM* 30 0 30 56 2 40 0 49 21 5 12 0 72 28 0 46 0 81 10 1 475 87:45 AM* 35 0 33 57 2 57 0 59 26 0 7 0 87 19 0 33 0 91 21 3 525 58:00 AM* 37 0 71 72 1 82 0 87 25 0 13 0 113 16 1 30 0 83 24 1 653 38:15 AM* 37 0 32 68 0 30 0 45 24 0 18 0 81 12 0 36 0 112 8 0 503 08:30 AM 39 0 30 52 0 42 0 59 20 1 15 0 66 21 3 21 0 70 12 1 447 58:45 AM 34 1 32 64 0 20 0 51 7 0 14 0 73 21 0 37 0 72 9 2 435 29:00 AM 28 0 34 59 0 40 0 49 12 0 12 0 67 18 0 33 0 72 8 0 432 0Max. 15 min. 39 1 71 72 3 82 0 87 26 5 18 0 113 28 3 46 0 112 24 3 653 8Pk. Hr. Vol. 139 0 166 253 5 209 0 240 96 5 50 0 353 75 1 145 0 367 63 5 2156 167:15 AMPeakIntersection Traffic in Pk. Hr. = 2156 Peak Hr. Factor0.838:15 AMHourIntersection Pdstrns in Pk. Hr. = 163:45 PM 22 0 63 21 1 3 0 35 9 0 14 0 75 25 0 16 0 60 27 0 370 14:00 PM 10 0 50 18 0 1 0 23 6 0 15 0 54 21 0 18 2 34 20 2 272 24:15 PM 12 0 67 27 0 5 0 40 10 0 12 0 67 33 1 40 0 75 35 0 423 14:30 PM 16 0 47 17 2 8 0 26 15 2 17 0 68 28 5 42 0 100 15 2 399 114:45 PM* 38 0 87 21 1 3 0 33 18 2 10 0 63 40 2 52 0 75 35 2 475 75:00 PM* 20 0 61 32 1 2 0 44 17 0 7 1 70 30 1 60 1 99 31 0 475 25:15 PM* 57 1 104 34 0 3 0 54 14 1 13 0 118 42 0 72 2 116 47 2 677 35:30 PM* 25 0 55 47 1 4 0 39 23 3 14 0 73 45 0 64 0 96 26 0 511 45:45 PM* 34 2 80 37 1 5 0 25 11 0 18 0 92 31 2 49 0 59 32 0 475 36:00 PM 2704720040328080693225517014038726:15 PM 12 0 49 24 0 3 0 33 6 1 11 0 70 33 2 41 1 56 12 1 351 46:30 PM 8031180202560505530036036932613Max. 15 min. 57 2 104 47 2 8 0 54 23 3 18 1 118 45 5 72 2 116 47 3 677 11Pk. Hr. Vol. 140 1 307 134 3 12 0 170 72 6 44 1 324 157 3 248 3 386 139 4 2138 164:30 PMPeakIntersection Traffic in Pk. Hr. = 2138 Peak Hr. Factor0.795:30 PMHourIntersection Pdstrns in Pk. Hr. = 16Thursday 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) 7:15 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 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 139 166 253 209 240 96 50 353 75 145 367 63 Adjusted Hourly Volume 139 419 0 209 336 0 50 428 0 145 430 0 Utilization Factor 0.04 0.10 0.00 0.06 0.08 0.00 0.03 0.11 0.00 0.08 0.11 0.00 Critical Factors 0.10 0.06 0.11 0.08 ICU Ratio = 0.45 LOS = A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Thursday 824 Total Name : Michael, Myia 545 279 Subtotals 0 Sub -96 240 209 Sub - Totals totals totals Totals W E e 602 a s 1080 0 50 63 s t 478 353 367 575 t 75 145 0 1390 A North A p 815 p p p r r 139 166 253 Faraday Avenue 0 Subtotals 460 558 Total 1018 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 8:15 AM 7:15 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 141 307 134 12 170 72 45 324 157 251 386 139 Adjusted Hourly Volume 141 441 0 12 242 0 45 481 0 251 525 0 Utilization Factor 0.04 0.11 0.00 0.00 0.06 0.00 0.03 0.12 0.00 0.14 0.13 0.00 Critical Factors 0.11 0.00 0.12 0.14 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Thursday 744 Total Name : Michael, Myia 254 490 Subtotals 0 Sub -72 170 12 Sub - Totals totals totals Totals W E e 599 a s 1125 1 45 139 s t 526 324 386 776 t 157 251 3 1249 A North A p 473 p p p r r 141 307 134 Faraday Avenue 1 Subtotals 576 582 Total 1158 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 56 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 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 : 2009 Int #56E/W Street : Carlsbad Village Drive Data Collected by : Lorenzo, Andrew, AidaCount Date :Day :Traffic Control :Signalized07/28/09Weather : 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 000004002100042180240330114216:30 AM 000008002200037181280300214336:45 AM 0000011003200054402370550122937:00 AM 0000015014700056464470670127957:15 AM 000007024400069443450640027537:30 AM 00000100049000596015901000333747:45 AM 00000120025000815434811170033838:00 AM 00000190132000883904201400236128:15 AM* 00000220271000855025401000338458:30 AM* 00000290057000947254801410044158:45 AM* 000001900740011004714401640044919:00 AM* 00000230078000114540580193035203Max. 15 min.00000290278001114725591193035205Pk. Hr. Vol.00000930228000139322382040598061794 148:00 AMPeakIntersection Traffic in Pk. Hr. = 1794 Peak Hr. Factor0.869:00 AMHourIntersection Pdstrns in Pk. Hr. = 143:45 PM 0000041029600021110904801820168914:00 PM 00000280011100018310413921980066514:15 PM 000002800811002311131541017604670204:30 PM 0000024018940024182727019802662134:45 PM 000002200670002278613501920662975:00 PM* 0000029005210021612644202080167365:15 PM* 0000034007100022012045901780468285:30 PM* 0000040009100024812745002350279165:45 PM* 00000310011000019910253102180169166:00 PM 000004601720002178154501910165366:15 PM 0000026008100019210153602020263876:30 PM 0000036008300017488103201860459914Max. 15 min.000004602111400248127155922350679120Pk. Hr. Vol.0000013400324100883475171820839082837 264:45 PMPeakIntersection Traffic in Pk. Hr. = 2837 Peak Hr. Factor0.905:45 PMHourIntersection Pdstrns in Pk. Hr. = 26Tuesday 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 93 2 280 0 393 223 204 598 0 Adjusted Hourly Volume 000095280061602045980 Utilization Factor 0.00 0.00 0.00 0.00 0.05 0.16 0.00 0.15 0.00 0.11 0.15 0.00 Critical Factors 0.00 0.16 0.15 0.11 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 374 Total Name : Lorenzo, Andrew, Aida 375 -1 Subtotals 0 Sub -280 2 93 Sub - Totals totals totals W E e 879 a s 1495 1 00s t 616 393 598 802 t 223 204 0 1288 A North A p 486 p p p r r 000 Carlsbad Village Drive 0 Subtotals 429 0 Total 429 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 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 0 134 0 324 0 883 475 182 839 0 Adjusted Hourly Volume 000013432401358 0 182 839 0 Utilization Factor 0.00 0.00 0.00 0.00 0.07 0.18 0.00 0.34 0.00 0.10 0.21 0.00 Critical Factors 0.23 0.34 0.10 ICU Ratio = 0.77 LOS = C Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 458 Total Name : Lorenzo, Andrew, Aida 458 0 Subtotals 0 Sub -324 0 134 Sub - Totals totals totals W E e 1163 a s 2521 0 00s t 1358 883 839 1021 t 475 182 0 2038 A North A p 1017 p p p r r 000 Carlsbad Village Drive 0 Subtotals 657 0 Total 657 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 57 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 : 2009 Int #57E/W Street : Carlsbad Village Drive Data Collected by : Raul, ServandoCount Date : Day :Traffic Control :Signalized07/28/09Weather : 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 130080000003101500004519113116:30 AM 1100180000003001701004224214236:45 AM 220190000004402101007327219737:00 AM 2500140000004803304008733124057:15 AM 1600150000005002703008632222657:30 AM 40001900000039038020010734127737:45 AM 41002100000062061030012130233658:00 AM 78002910000084049020011118136948:15 AM* 4400310000005405802009919230548:30 AM* 70002700000057069060014332039868:45 AM* 104002910000055064000011537040419:00 AM* 10700402000005108501001491944517Max. 15 min. 107 0 1 402000008408506001493744517Pk. Hr. Vol. 325 0 0 1273000002170276090050610761558 188:00 AMPeakIntersection Traffic in Pk. Hr. = 1558 Peak Hr. Factor0.869:00 AMHourIntersection Pdstrns in Pk. Hr. = 183:45 PM 8300470000001460136000015444061004:00 PM 1070073000000930123010012135055214:15 PM 82025500000010801320600137456561124:30 PM 10100640000001250127060014737060164:45 PM 86017700000010601430300151297593105:00 PM 1090066000000980139030014024357665:15 PM* 870060000000950162060014239358595:30 PM* 1050057000000860182030018030664095:45 PM* 1070083000000990149030014633361766:00 PM* 9600740000001000167030013928360466:15 PM 1030072000000940123060013327355296:30 PM 85006500000079014802001423945586Max. 15 min. 109 0 2 830000001460182060018045764012Pk. Hr. Vol. 395 0 0 274000000380066001500607130152446 305:00 PMPeakIntersection Traffic in Pk. Hr. = 2446 Peak Hr. Factor0.966:00 PMHourIntersection Pdstrns in Pk. Hr. = 30Tuesday 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 325 0 127 0 0 0 217 276 0 0 506 107 Adjusted Hourly Volume 0 325 127 0 0 0 217 276 0 0 613 0 Utilization Factor 0.00 0.16 0.07 0.00 0.00 0.00 0.12 0.07 0.00 0.00 0.15 0.00 Critical Factors 0.16 0.00 0.12 0.15 ICU Ratio = 0.53 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 : Tuesday 324 Total Name : Raul, Servando 0 324 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 831 a s 1324 0 217 107 s t 493 276 506 613 t 0001016 A North A p 403 p p p r r 325 0 127 Carlsbad Village Drive 0 Subtotals 0 452 Total 452 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 9:00 AM 8:00 AM I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 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 395 0 274 0 0 0 380 660 0 0 607 130 Adjusted Hourly Volume 0 395 274 0 0 0 380 660 0 0 737 0 Utilization Factor 0.00 0.20 0.15 0.00 0.00 0.00 0.21 0.17 0.00 0.00 0.18 0.00 Critical Factors 0.20 0.00 0.21 0.18 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :I-5 Northbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 510 Total Name : Raul, Servando 0 510 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1002 a s 2042 0 380 130 s t 1040 660 607 737 t 0001671 A North A p 934 p p p r r 395 0 274 Carlsbad Village Drive 0 Subtotals 0 669 Total 669 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/28/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 58 Intersection Location: I-5/Tamarack Avenue 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 COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2009 Int #58E/W Street : Tamarack AvenueData Collected by : Michael, VeronicaCount Date :Day :Traffic Control :Signalized07/29/09Weather : 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 0000011003000036380270250116716:30 AM 0000012004000040750500250324236:45 AM 0000022023900163930561350031207:00 AM 0000021003400047490590440125417:15 AM 0000018002300060631620470127327:30 AM 0000013002500123140600390017507:45 AM* 0000020002600081900770620135618:00 AM* 0000017003600078900610690035108:15 AM* 0000018023100059711580390027818:30 AM* 0000011003000062781700640031518:45 AM 0000018003000044980660500430649:00 AM 000001900550016557078058013331Max. 15 min.000002202550018198178169043564Pk. Hr. Vol.00000660212300028032922660234011300 37:30 AMPeakIntersection Traffic in Pk. Hr. = 1300 Peak Hr. Factor0.918:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 0000035004800093620670810438644:00 PM 0000044003900080521500780834394:15 PM 00000300168000100490510940139314:30 PM 00000400065000875024201030138734:45 PM 0000055005610083481450990538675:00 PM 00000550059000754043001110237065:15 PM* 00000400299000107452290950041725:30 PM* 00000510086000102410450950342035:45 PM* 000004600731001085306101060244736:00 PM* 000005000660001123905201440346336:15 PM 000003700530001035505801100141616:30 PM 0000045005610093371380117073869Max. 15 min.00000550299100112624670144084639Pk. Hr. Vol.000001870232410042917821870440081747 115:00 PMPeakIntersection Traffic in Pk. Hr. = 1747 Peak Hr. Factor0.946:00 PMHourIntersection Pdstrns in Pk. Hr. = 11Wednesday 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) 7:30 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 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 66 2 123 0 280 329 266 234 0 Adjusted Hourly Volume 00006812302803292662340 Utilization Factor 0.00 0.00 0.00 0.00 0.03 0.07 0.00 0.07 0.18 0.15 0.06 0.00 Critical Factors 0.00 0.07 0.18 0.15 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Tamarack Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 191 Total Name : Michael, Veronica 191 0 Subtotals 0 Sub -123 2 66 Sub - Totals totals totals Totals W E e 357 a s 966 0 00s t 609 280 234 500 t 329 266 0 846 A North A p 346 p p p r r 000 Tamarack Avenue 0 Subtotals 597 0 Total 597 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/09 8:30 AM 7:30 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 0 187 2 324 0 429 178 187 440 0 Adjusted Hourly Volume 000018932404291781874400 Utilization Factor 0.00 0.00 0.00 0.00 0.09 0.18 0.00 0.11 0.10 0.10 0.11 0.00 Critical Factors 0.00 0.18 0.11 0.10 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Tamarack Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 513 Total Name : Michael, Veronica 513 0 Subtotals 0 Sub -324 2 187 Sub - Totals totals totals Totals W E e 764 a s 1371 0 00s t 607 429 440 627 t 178 187 0 1243 A North A p 616 p p p r r 000 Tamarack Avenue 0 Subtotals 367 0 Total 367 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 59 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 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 : 2009 Int #59E/W Street : Tamarack AvenueData Collected by : Raul, AndrewCount Date : Day :Traffic Control :Signalized07/29/09Weather : 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 1000250000002801900004920015106:30 AM 800330000002901902006118016826:45 AM 1600330000002704404007940523997:00 AM 1500390000003803800009135125617:15 AM 1300290000004203400009838125417:30 AM 2400380000005303500007435025907:45 AM 22002800000055044020011439230248:00 AM 3000460000005204600007629227928:15 AM* 2200340000004404800008556028908:30 AM* 34023500000034044020010755131138:45 AM* 2600450000004004802008248128939:00 AM* 3300540000004105102001044523284Max. 15 min. 34 0 2 540000005505104001145653289Pk. Hr. Vol. 115 0 2 1680000001590191060037820441217 108:00 AMPeakIntersection Traffic in Pk. Hr. = 1217 Peak Hr. Factor0.939:00 AMHourIntersection Pdstrns in Pk. Hr. = 103:45 PM 48018500000048085030010746142044:00 PM 56009200000048010101008849843494:15 PM 5800830000004209302009343441264:30 PM 50011180000005009302009144544774:45 PM 5000940000004307701008139338445:00 PM 53019800000047011905009347445895:15 PM 58011120000004809202009747445565:30 PM 63019900000045010800009933244825:45 PM* 710111600000048011103009432247356:00 PM* 7601125000000480101000010836749576:15 PM* 700010900000043097010010450047316:30 PM* 65021040000003901050100984544585Max. 15 min. 76 0 2 12500000050011905001085084959Pk. Hr. Vol. 282 0 4 45400000017804140500404163131899 185:30 PMPeakIntersection Traffic in Pk. Hr. = 1899 Peak Hr. Factor0.966:30 PMHourIntersection Pdstrns in Pk. Hr. = 18Wednesday 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) 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 115 2 168 0 0 0 159 191 0 0 378 204 Adjusted Hourly Volume 0 117 168 0 0 0 159 191 0 0 582 0 Utilization Factor 0.00 0.06 0.09 0.00 0.00 0.00 0.09 0.05 0.00 0.00 0.15 0.00 Critical Factors 0.09 0.00 0.09 0.15 ICU Ratio = 0.43 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Tamarack Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Wednesday 365 Total Name : Raul, Andrew 0 365 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 493 a s 843 0 159 204 s t 350 191 378 582 t 000941 A North A p 359 p p p r r 115 2 168 Tamarack Avenue 0 Subtotals 0 285 Total 285 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/09 9:00 AM 8:00 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) 5:30 PM to 6:30 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 282 4 454 0 0 0 178 414 0 0 404 163 Adjusted Hourly Volume 0 286 454 0 0 0 178 414 0 0 567 0 Utilization Factor 0.00 0.14 0.25 0.00 0.00 0.00 0.10 0.10 0.00 0.00 0.14 0.00 Critical Factors 0.25 0.00 0.10 0.14 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Tamarack Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Wednesday 345 Total Name : Raul, Andrew 0 345 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 686 a s 1278 0 178 163 s t 592 414 404 567 t 0001435 A North A p 868 p p p r r 282 4 454 Tamarack Avenue 0 Subtotals 0 740 Total 740 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/09 6:30 PM 5:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 60 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 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 : 2009 Int #60E/W Street : Cannon RoadData Collected by : Servando, AndrewCount Date :Day :Traffic Control :Signalized07/30/09Weather : 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 000004200330002530460240017306:30 AM 000004703290003430450200118116:45 AM 00000113003000036130380300026007:00 AM 0000012501530004442500400031727:15 AM 00000107003800032141620490030217:30 AM* 00000156004500073133900440042137:45 AM* 0000019500510009991830500048718:00 AM* 000002170060000112143630710053738:15 AM* 00000164005200079111800680045418:30 AM 00000135003900072172610690039328:45 AM 00000131003900086122690540039129:00 AM 0000012001510006410039044003290Max. 15 min.00000217036000011217390071015373Pk. Hr. Vol.00000732002080003634783160233001899 87:15 AMPeakIntersection Traffic in Pk. Hr. = 1899 Peak Hr. Factor0.888:15 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 00000940020000903021050730041224:00 PM 00000920140000108110910700041304:15 PM 00000890023000100121980820040414:30 PM 00000820130000115196930850042564:45 PM 000008601330001162611040970046315:00 PM 000007100430001012311150670042015:15 PM* 0000081013800011628014201300053605:30 PM* 0000077003600011125011801280049505:45 PM* 000009700330009916010701050045706:00 PM* 0000067023900010425711301040045476:15 PM 0000084023200098260780720039206:30 PM 000006300340008021075077013501Max. 15 min.000009702430001163071420130015367Pk. Hr. Vol.00000322031460004309474800467001942 75:00 PMPeakIntersection Traffic in Pk. Hr. = 1942 Peak Hr. Factor0.916:00 PMHourIntersection Pdstrns in Pk. Hr. = 7Thursday 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) 7:15 AM to 8:15 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 0 732 0 208 0 363 47 316 233 0 Adjusted Hourly Volume 0 0 0 732 0 208 0 363 47 316 233 0 Utilization Factor 0.00 0.00 0.00 0.20 0.00 0.12 0.00 0.09 0.03 0.09 0.06 0.00 Critical Factors 0.00 0.00 0.20 0.09 0.09 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 940 Total Name : Servando, Andrew 940 0 Subtotals 0 Sub -208 0 732 Sub - Totals totals totals Totals W E e 441 a s 851 0 00s t 410 363 233 549 t 47 316 0 1644 A North A p 1095 p p p r r 000 Cannon Road 0 Subtotals 363 0 Total 363 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 8:15 AM 7:15 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) 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 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 0 322 3 146 0 430 94 480 467 0 Adjusted Hourly Volume 0 0 0 325 0 146 0 430 94 480 467 0 Utilization Factor 0.00 0.00 0.00 0.09 0.00 0.08 0.00 0.11 0.05 0.13 0.12 0.00 Critical Factors 0.00 0.00 0.09 0.11 0.13 ICU Ratio = 0.43 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 471 Total Name : Servando, Andrew 471 0 Subtotals 0 Sub -146 3 322 Sub - Totals totals totals Totals W E e 613 a s 1137 0 00s t 524 430 467 947 t 94 480 0 1699 A North A p 752 p p p r r 000 Cannon Road 0 Subtotals 577 0 Total 577 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 61 Intersection Location: I-5/Cannon Road 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 TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2009 Int #61E/W Street : Cannon RoadData Collected by : Raul, BrianCount Date : Day :Traffic Control :Signalized07/30/09Weather : 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 1400160000001405101006917018116:30 AM 1100290000001606701007323021916:45 AM 6004500000020012600007925030107:00 AM 20016900000015017702005929037027:15 AM 170059000000140152020010729037827:30 AM 2501105000000200213040010134149957:45 AM* 21009600000038025601000109330553108:00 AM* 2400117000000370309030010338162848:15 AM* 250111000000025022401100122530560118:30 AM* 2000125000000370175050010840050558:45 AM 21007900000037019206009759048569:00 AM 19011000000002801700300696404513Max. 15 min. 25 0 1 1250000003803090110012264162811Pk. Hr. Vol. 90 0 1 44800000013709640290044216412246 307:30 AMPeakIntersection Traffic in Pk. Hr. = 2246 Peak Hr. Factor0.898:30 AMHourIntersection Pdstrns in Pk. Hr. = 303:45 PM 1401650000006701260000172199064404:00 PM 1200610000006201390000156171060104:15 PM 1000690000006001330200173200064524:30 PM 170075000000520147010001731751639114:45 PM 2201660000006101450100174187165625:00 PM* 1601890000005601120100195181065015:15 PM* 1500690000006401470200262231078825:30 PM* 3200920000005901280000213184070805:45 PM* 1801630000004301490000209178066106:00 PM 2500800000005201070900184141058996:15 PM 1300630000006001240000128175056306:30 PM 170073000000430106000014715215381Max. 15 min. 32 0 1 9200000067014901000262231178811Pk. Hr. Vol. 81 0 2 3130000002220536030087977402807 34:45 PMPeakIntersection Traffic in Pk. Hr. = 2807 Peak Hr. Factor0.895:45 PMHourIntersection Pdstrns in Pk. Hr. = 3Thursday 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 90 1 448 0 0 0 137 964 0 0 442 164 Adjusted Hourly Volume 0 91 448 0 0 0 137 964 0 0 442 164 Utilization Factor 0.00 0.05 0.12 0.00 0.00 0.00 0.04 0.24 0.00 0.00 0.15 0.06 Critical Factors 0.12 0.00 0.24 0.00 ICU Ratio = 0.46 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 302 Total Name : Raul, Brian 0 302 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 532 a s 1633 0 137 164 s t 1101 964 442 606 t 0002018 A North A p 1412 p p p r r 90 1 448 Cannon Road 0 Subtotals 0 539 Total 539 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 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 81 2 313 0 0 0 222 536 0 0 879 774 Adjusted Hourly Volume 0 83 313 0 0 0 222 536 0 0 879 774 Utilization Factor 0.00 0.04 0.09 0.00 0.00 0.00 0.06 0.13 0.00 0.00 0.29 0.28 Critical Factors 0.09 0.00 0.06 0.29 ICU Ratio = 0.54 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 998 Total Name : Raul, Brian 0 998 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 960 a s 1718 0 222 774 s t 758 536 879 1653 t 0002502 A North A p 849 p p p r r 81 2 313 Cannon Road 0 Subtotals 0 396 Total 396 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 62 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 : 2009 Int #62E/W Street : Palomar Airport RoadData Collected by : Lorenzo, Michael, BrianCount Date :Day :Traffic Control :Signalized07/14/09Weather : 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 000006200240002890004161022506:30 AM 0000089002400036201005183030316:45 AM 00000108005600056261008893042717:00 AM 00000144007700064171009485048117:15 AM 000001210058000771610011390047517:30 AM 0000014000460001012550082106150067:45 AM* 00000257005900010827300118116168548:00 AM* 000002410079000931830011894064338:15 AM* 0000024700550009726100152104168128:30 AM* 0000023400580001092920011698064428:45 AM 00000141003300012932000138105257829:00 AM 0000013100670001002900015810225872Max. 15 min.0000025700790001293250015811626856Pk. Hr. Vol.000009790025100040710090050441222653 117:30 AMPeakIntersection Traffic in Pk. Hr. = 2653 Peak Hr. Factor0.978:30 AMHourIntersection Pdstrns in Pk. Hr. = 113:45 PM 00000141004600016048000157304285624:00 PM 00000128003600015752000168261280224:15 PM 00000136004700014955200176285084824:30 PM 00000142004300015845700186230180484:45 PM 00000152013300020266100141273186825:00 PM* 00000152003400016655000193298089805:15 PM* 00000127005100024187200173295097425:30 PM* 0000017800570001776030024930911030 45:45 PM* 00000153004600019383100211297198326:00 PM 00000149004100017652000163273085406:15 PM 00000124003200013957000176262179016:30 PM 0000014401320001694700016123607900Max. 15 min.0000017801570002418770024930921030 8Pk. Hr. Vol.00000610001880007772856008261199 2 3885 84:45 PMPeakIntersection Traffic in Pk. Hr. = 3885 Peak Hr. Factor0.945:45 PMHourIntersection Pdstrns in Pk. Hr. = 8Tuesday 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) 7:30 AM to 8:30 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 0 979 0 251 0 407 100 0 504 412 Adjusted Hourly Volume 0 0 0 979 0 251 0 507 0 0 504 0 Utilization Factor 0.00 0.00 0.00 0.27 0.00 0.14 0.00 0.08 0.00 0.00 0.13 0.00 Critical Factors 0.00 0.00 0.27 0.00 0.13 ICU Ratio = 0.50 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 1642 Total Name : Lorenzo, Michael, Brian 1230 412 Subtotals 0 Sub -251 0 979 Sub - Totals totals totals Totals W E e 755 a s 1262 0 0 412 s t 507 407 504 916 t 100 0 0 2302 A North A p 1386 p p p r r 000 Palomar Airport Road 0 Subtotals 100 0 Total 100 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/09 8:30 AM 7:30 AM I-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 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 0 610 0 188 0 777 285 0 826 1199 Adjusted Hourly Volume 0 0 0 610 0 188 0 1062 0 0 826 0 Utilization Factor 0.00 0.00 0.00 0.17 0.00 0.10 0.00 0.18 0.00 0.00 0.21 0.00 Critical Factors 0.00 0.00 0.17 0.00 0.21 ICU Ratio = 0.48 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 1997 Total Name : Lorenzo, Michael, Brian 798 1199 Subtotals 0 Sub -188 0 610 Sub - Totals totals totals Totals W E e 1014 a s 2076 0 0 1199 s t 1062 777 826 2025 t 285 0 0 3412 A North A p 1387 p p p r r 000 Palomar Airport Road 0 Subtotals 285 0 Total 285 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 63 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 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 Ramps File : 2009 Int #63E/W Street : Palomar Airport Road Data Collected by : Veronica, RaulCount Date : Day : Traffic Control : Signalized07/14/09 Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru Right Peds LeftU-TrnThru Right Peds LeftU-TrnThru Right Peds LeftU-TrnThru Right Peds Vehicles Peds6:15 AM 12 0 1 166000000908602008755141636:30 AM 13 0 0 144000000130116000012371048006:45 AM 19 0 0 24600000070155010015890067517:00 AM 39 0 1 275000000110249020014185080127:15 AM 38 0 0 3110000002702020300168103084937:30 AM 27 0 0 321000000372294050015497093257:45 AM * 39 0 0 398000000391294070019210311066 88:00 AM * 83 0 2 320000000440304030016010501018 38:15 AM * 74 0 1 258000000531332040020911501043 48:30 AM * 63 0 0 348000000400351000017413301109 08:45 AM 66 0 0 327000000421287020019011611029 39:00 AM 85 0 0 277000000236274030019412029795Max. 15 min. 85 0 2 398000000536351070020913321109 8Pk. Hr. Vol. 259 0 3 132400000017621281 0 14 0 0 735 456 1 4236 157:30 AM PeakIntersection Traffic in Pk. Hr. = 4236 Peak Hr. Factor 0.958:30 AM Hour Intersection Pdstrns in Pk. Hr. = 153:45 PM 28 0 0 182000000630283000039619521147 24:00 PM 39 0 0 185000000390325010036720411159 24:15 PM 31 0 0 170000000440262050039718301087 54:30 PM 30 0 0 206000000560274010037116811105 24:45 PM 21 0 0 144000000760359020038821711205 35:00 PM * 22 0 0 164000000830277010045319211191 25:15 PM * 36 0 0 198000000960312000045424501341 05:30 PM * 38 0 0 137000000960340040046819411273 55:45 PM * 32 0 1 197000000780305010045622911298 26:00 PM 32 0 0 168000000690288000039216301112 06:15 PM 30 0 0 154000000500245000038117301033 06:30 PM 37 0 0 19000000046032802003349701032 2Max. 15 min. 39 0 1 206000000960359050046824521341 5Pk. Hr. Vol. 128 0 1 6960000003530123406001831 860 3 5103 94:45 PM PeakIntersection Traffic in Pk. Hr. = 5103 Peak Hr. Factor 0.955:45 PM Hour Intersection Pdstrns in Pk. Hr. = 9Tuesday 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) 7:30 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 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 259 3 1324 0 0 0 178 1281 0 0 735 456 Adjusted Hourly Volume 0 262 1324 0 0 0 178 1281 0 0 735 456 Utilization Factor 0.00 0.13 0.37 0.00 0.00 0.00 0.10 0.21 0.00 0.00 0.12 0.13 Critical Factors 0.37 0.00 0.10 0.13 ICU Ratio = 0.70 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 635 Total Name : Veronica, Raul 0 635 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 996 a s 2455 2 178 456 s t 1459 1281 735 1191 t 0003796 A North A p 2605 p p p r r 259 3 1324 Palomar Airport Road 0 Subtotals 0 1586 Total 1586 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/09 8:30 AM 7:30 AM I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 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 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 128 1 696 0 0 0 353 1234 0 0 1831 860 Adjusted Hourly Volume 0 129 696 0 0 0 353 1234 0 0 1831 860 Utilization Factor 0.00 0.06 0.19 0.00 0.00 0.00 0.20 0.21 0.00 0.00 0.31 0.24 Critical Factors 0.19 0.00 0.20 0.32 ICU Ratio = 0.81 LOS = D Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 1214 Total Name : Veronica, Raul 0 1214 Subtotals 0 Sub - 0 0 0 Sub - Totals totals totals Totals W E e 1959 a s 3546 0 353 860 s t 1587 1234 1831 2691 t 0004621 A North A p 1930 p p p r r 128 1 696 Palomar Airport Road 0 Subtotals 0 825 Total 825 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/14/09 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 64 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 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 : 2009 Int #64E/W Street : Poinsettia Lane Data Collected by : Andrew, BrianCount Date :Day :Traffic Control :Signalized08/04/09Weather : 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 00000901900022201880290117826:30 AM 0000013001600026130870490320436:45 AM 00000200020000662419607109297107:00 AM 00000210014000572921230770432167:15 AM 00000230018000512031330990534487:30 AM 000002801390005225311301070536587:45 AM 000003502670006214110701190040618:00 AM 00000530164000552511136013904473158:15 AM* 000004103580009952110411130247138:30 AM* 0000049017900010941012201560155718:45 AM* 000004200610001063719901670151229:00 AM* 00000750298000120272840174065808Max. 15 min.00000750398000120521113611740958015Pk. Hr. Vol.0000020706296000434157440916100102120 148:00 AMPeakIntersection Traffic in Pk. Hr. = 2120 Peak Hr. Factor0.919:00 AMHourIntersection Pdstrns in Pk. Hr. = 143:45 PM 000006502440001393718401370150824:00 PM 000006300630001313608701290050904:15 PM 0000074034800014338011901420356734:30 PM 0000076006200014529210901400056124:45 PM 0000072004500015744012101780561755:00 PM 0000071014600014431214611720361255:15 PM* 0000086005300016643717961770071075:30 PM* 00000104006300017757318201760175945:45 PM* 00000650055000181528160016909682176:00 PM* 0000085015200016443315601550065636:15 PM 0000090014400013727012301290155116:30 PM 00000750030000138340850127004890Max. 15 min.00000104036300018157818261780975917Pk. Hr. Vol.00000340012230006881952167766770102807 315:00 PMPeakIntersection Traffic in Pk. Hr. = 2807 Peak Hr. Factor0.926:00 PMHourIntersection Pdstrns in Pk. Hr. = 31Tuesday 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 0 207 6 296 0 434 157 410 610 0 Adjusted Hourly Volume 0 0 0 213 0 296 0 434 157 410 610 0 Utilization Factor 0.00 0.00 0.00 0.06 0.00 0.16 0.00 0.11 0.09 0.11 0.15 0.00 Critical Factors 0.00 0.16 0.11 0.11 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Poinsettia Lane Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 509 Total Name : Andrew, Brian 509 0 Subtotals 0 Sub -296 6 207 Sub - Totals totals totals Totals W E e 906 a s 1497 0 00s t 591 434 610 1020 t 157 410 1 1662 A North A p 642 p p p r r 000 Poinsettia Lane 0 Subtotals 572 0 Total 572 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/09 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 0 340 1 223 0 688 195 677 677 0 Adjusted Hourly Volume 0 0 0 341 0 223 0 688 195 677 677 0 Utilization Factor 0.00 0.00 0.00 0.09 0.00 0.12 0.00 0.17 0.11 0.19 0.17 0.00 Critical Factors 0.00 0.12 0.17 0.19 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 : Tuesday 564 Total Name : Andrew, Brian 564 0 Subtotals 0 Sub -223 1 340 Sub - Totals totals totals Totals W E e 900 a s 1783 0 00s t 883 688 677 1354 t 195 677 6 2388 A North A p 1034 p p p r r 000 Poinsettia Lane 0 Subtotals 867 0 Total 867 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/09 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 65 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 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 : 2009 Int #65E/W Street : Poinsettia Lane Data Collected by : Veronica, LaurieCount Date : Day :Traffic Control :Signalized08/04/09Weather : 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 4003000000803010011953319046:30 AM 4002600000018017010011650223136:45 AM 200239000000130240300164599321127:00 AM 21026900000032058010013463437957:15 AM 35006300000030051020019764744097:30 AM 310011410000024064040022287254277:45 AM 210013100000026062020020279152138:00 AM 520119000000021092030020189564688:15 AM* 3500160000000211111040021780162558:30 AM* 3800144000000377107010022077463058:45 AM* 470013100000034099040025193465589:00 AM* 450014200000052013204002127156549Max. 15 min. 52 0 2 190100000527132040025193965512Pk. Hr. Vol. 165 0 0 577000000144844901300900321142564 278:00 AMPeakIntersection Traffic in Pk. Hr. = 2564 Peak Hr. Factor0.989:00 AMHourIntersection Pdstrns in Pk. Hr. = 273:45 PM 420292000000400157010018869159024:00 PM 4200115000000320148000016351055104:15 PM 600692000000420167030020264363364:30 PM 4500115000000290193020021074066624:45 PM* 6700135000000490194020024566475665:00 PM* 51011470000003901910500236685733105:15 PM* 5500133300000510214030031878084965:30 PM* 4504129000000240267070032361285395:45 PM 45011290000003802070300270588748116:00 PM 4600100000000290205050024951068056:15 PM 300090000000310200000022562263826:30 PM 36017200000030018300001787205720Max. 15 min. 67 0 6 147300000510267070032378885311Pk. Hr. Vol. 218 0 5 5443000001630866017001122 273 11 3191 314:30 PMPeakIntersection Traffic in Pk. Hr. = 3191 Peak Hr. Factor0.945:30 PMHourIntersection Pdstrns in Pk. Hr. = 31Tuesday 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 165 0 577 0 0 0 152 449 0 0 900 321 Adjusted Hourly Volume 0 165 577 0 0 0 152 449 0 0 900 321 Utilization Factor 0.00 0.08 0.16 0.00 0.00 0.00 0.08 0.11 0.00 0.00 0.15 0.18 Critical Factors 0.16 0.00 0.08 0.18 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Poinsettia Lane Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 465 Total Name : Veronica, Laurie 0 465 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1073 a s 1674 8 152 321 s t 601 449 900 1221 t 0002247 A North A p 1026 p p p r r 165 0 577 Poinsettia Lane 0 Subtotals 0 742 Total 742 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/09 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) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 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 218 5 544 0 0 0 163 866 0 0 1122 273 Adjusted Hourly Volume 0 223 544 0 0 0 163 866 0 0 1122 273 Utilization Factor 0.00 0.11 0.15 0.00 0.00 0.00 0.09 0.22 0.00 0.00 0.19 0.15 Critical Factors 0.15 0.00 0.09 0.19 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Poinsettia Lane Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 441 Total Name : Veronica, Laurie 0 441 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1340 a s 2369 0 163 273 s t 1029 866 1122 1395 t 0002805 A North A p 1410 p p p r r 218 5 544 Poinsettia Lane 0 Subtotals 0 767 Total 767 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/04/09 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 66 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 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 : 2009 Int #66E/W Street : La Costa AvenueData Collected by : Laurie, AndrewCount Date : Day :Traffic Control :Signalized08/05/08Weather : 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 00000250021000312201190530027106:30 AM 00000320225000341701160500027606:45 AM 00000370030000563701640590038307:00 AM 00000560039000543401340630038007:15 AM 00000440032000782901970640044407:30 AM 00000830039000823601820870050907:45 AM 0000011900560001272702020790061008:00 AM* 0000013000850001153201660890061708:15 AM* 0000012501970001031701820800060508:30 AM* 0000014701700001442201850770064608:45 AM* 0000011101620001152402160930062209:00 AM 000001160053000115310212071005980Max. 15 min.000001470297000144370216093006460Pk. Hr. Vol.00000513033140004779507490339002490 07:45 AMPeakIntersection Traffic in Pk. Hr. = 2490 Peak Hr. Factor0.968:45 AMHourIntersection Pdstrns in Pk. Hr. = 03:45 PM 000009700370001312401480890052604:00 PM 000009000500001422601230910052204:15 PM 000009600410001221701370840049704:30 PM 0000089023300013425014501000052804:45 PM 00000106003300014526215001160057625:00 PM* 00000118004300014831015101180060905:15 PM* 00000120014010014617118301280063525:30 PM* 0000097004400015425118801110061915:45 PM* 00000118004900013522017001080060206:00 PM 000009800400001322701490960054206:15 PM 0000012901420001262301250820052806:30 PM 000001040032000150242118092005202Max. 15 min.0000012902501001543121880128006352Pk. Hr. Vol.00000453011761005839526920465002465 34:45 PMPeakIntersection Traffic in Pk. Hr. = 2465 Peak Hr. Factor0.975:45 PMHourIntersection Pdstrns in Pk. Hr. = 3Wednesday 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) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 000201020220 Capacity 0 0 0 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 0 513 3 314 0 477 95 749 339 0 Adjusted Hourly Volume 0 0 0 516 0 314 0 572 0 749 339 0 Utilization Factor 0.00 0.00 0.00 0.14 0.00 0.17 0.00 0.14 0.00 0.21 0.08 0.00 Critical Factors 0.00 0.17 0.14 0.21 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :I-5 Southbound Ramps and La Costa Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 830 Total Name : Laurie, Andrew 830 0 Subtotals 0 Sub -314 3 513 Sub - Totals totals totals Totals W E e 653 a s 1225 0 00s t 572 477 339 1088 t 95 749 0 2078 A North A p 990 p p p r r 000 La Costa Avenue 0 Subtotals 847 0 Total 847 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 8:45 AM 7:45 AM I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 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 0 453 1 176 0 583 95 692 465 0 Adjusted Hourly Volume 0 0 0 454 0 176 0 678 0 692 465 0 Utilization Factor 0.00 0.00 0.00 0.12 0.00 0.10 0.00 0.17 0.00 0.19 0.12 0.00 Critical Factors 0.00 0.12 0.17 0.19 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 : Wednesday 630 Total Name : Laurie, Andrew 630 0 Subtotals 0 Sub -176 1 453 Sub - Totals totals totals Totals W E e 641 a s 1319 0 00s t 678 583 465 1157 t 95 692 0 2193 A North A p 1036 p p p r r 000 La Costa Avenue 0 Subtotals 788 0 Total 788 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 INTERSECTION ANALYSIS SUMMARY Intersection Number: 67 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 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 : 2009 Int #67E/W Street : La Costa AvenueData Collected by : Ken, RaulCount Date : Day :Traffic Control :Signalized08/05/09Weather : 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 9014500000019040000011945127816:30 AM 4005700000023042000017749035206:45 AM 3007200000029065010017270041117:00 AM 17009000000033080010023175052617:15 AM 130111400000036085000024691058607:30 AM 701136000000490121000027298068407:45 AM* 10041582000007601990000234116079728:00 AM* 19051341000005501970000258120078818:15 AM* 16001240000004601910000263101074108:30 AM* 27001180000005902270000242114078708:45 AM 18001180000003901880000309100077209:00 AM 130011600000061018200022389307050Max. 15 min. 27 0 5 158200000760227010230912017972Pk. Hr. Vol. 72 0 9 5343000002360814000099745103113 37:30 AMPeakIntersection Traffic in Pk. Hr. = 3113 Peak Hr. Factor0.988:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 3104112000000480180000018889065204:00 PM 2700146000000550185000018887068804:15 PM 32031380000005601750000215108072704:30 PM 30011410000005001680000221104071504:45 PM 2802156000000440214010021998076115:00 PM 28031450000004902050000206106174215:15 PM* 35011780000005312190000264120087105:30 PM* 2400168000000590199010028890082815:45 PM* 23001800000004212200000215112079306:00 PM* 25091970000004101870000220110078906:15 PM 3401200000000450223000023995083706:30 PM 310420300000056020002002246307812Max. 15 min. 35 0 9 203000000591223020028812018712Pk. Hr. Vol. 107 0 10 7230000001952825010098743203281 15:00 PMPeakIntersection Traffic in Pk. Hr. = 3281 Peak Hr. Factor0.946:00 PMHourIntersection Pdstrns in Pk. Hr. = 1Wednesday 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 9 534 0 0 0 236 814 0 0 997 451 Adjusted Hourly Volume 0 81 534 0 0 0 236 814 0 0 997 451 Utilization Factor 0.00 0.04 0.15 0.00 0.00 0.00 0.13 0.20 0.00 0.00 0.17 0.25 Critical Factors 0.15 0.00 0.13 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 : Wednesday 696 Total Name : Ken, Raul 0 696 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1069 a s 2119 0 236 451 s t 1050 814 997 1448 t 0002796 A North A p 1348 p p p r r 72 9 534 La Costa Avenue 0 Subtotals 0 615 Total 615 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/09 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) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 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 107 10 723 0 0 0 197 825 0 0 987 432 Adjusted Hourly Volume 0 117 723 0 0 0 197 825 0 0 987 432 Utilization Factor 0.00 0.06 0.20 0.00 0.00 0.00 0.11 0.21 0.00 0.00 0.16 0.24 Critical Factors 0.20 0.00 0.11 0.24 ICU Ratio = 0.65 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 : Wednesday 637 Total Name : Ken, Raul 0 637 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1096 a s 2118 2 197 432 s t 1022 825 987 1419 t 0002967 A North A p 1548 p p p r r 107 10 723 La Costa Avenue 0 Subtotals 0 840 Total 840 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/09 6:00 PM 5:00 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 2009 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 7/14 , 7/15 2 Palomar Airport Road Yarrow Drive and El Camino Real Tues, Wed 7/7 , 7/8 3 Palomar Airport Road El Camino Real and Loker Ave. West/Innovation Wy Tues, Wed 7/14 , 7/15 4 Palomar Airport Road El Fuerte Street and Loker Avenue East Tues, Wed 7/14 , 7/15 5 Palomar Airport Road Melrose Drive and Paseo Valindo/Eagle Drive Tues, Wed 7/14 , 7/15 6 El Camino Real Plaza Drive and Marron Road Tues, Wed 7/7 , 7/8 7 El Camino Real Tamarack Avenue and Kelly Drive Tues, Wed 7/7 , 7/8 8 El Camino Real Faraday Avenue and Palomar Airport Road Tues, Wed 7/7 , 7/8 9 El Camino Real Camino Vida Roble and Cassia Road Tues, Wed 8/4 , 8/5 10 El Camino Real Arenal Road and Costa Del Mar Road Tues, Wed 7/21 , 7/22 11 El Camino Real La Costa Avenue and Levante Street Tues, Wed 7/21 , 7/22 12 El Camino Real Levante Street and Calle Barcelona Tues, Wed 7/21 , 7/22 13 Melrose Drive Lionshead Avenue and Palomar Airport Road Tues, Wed 7/14 , 7/15 14 Melrose Drive Palomar Airport Road and Rancho Bravado Tues, Wed 7/14 , 7/15 15 Melrose Drive Alga Road and Corintia Street Tues, Wed 7/21 , 7/22 16 Carlsbad Boulevard Mountain View Drive and State Steet Tues, Wed 7/28 , 7/29 17 Carlsbad Boulevard Cannon Road and Cerezo Drive Tues, Wed 7/28 , 7/29 18 Carlsbad Boulevard Poinsettia Lane and Island Way Tues, Wed 8/4 , 8/5 19 Carlsbad Boulevard Avenida Encinas and La Costa Avenue Tues, Wed 8/4 , 8/5 20 La Costa Avenue Saxony Road and Piraeus Street Tues, Wed 8/4 , 8/5 21 La Costa Avenue Cadencia Street and Romeria Street Tues, Wed 7/21 , 7/22 22 Rancho Santa Fe Road La Costa Meadows Drive and San Elijo Road Tues, Wed 8/4 , 8/5 23 Rancho Santa Fe Road Avenida Soledad and Camino Junipero Tues, Wed 7/21 , 7/22 24 Rancho Santa Fe Road Olivenhain Road and Calle Acervo/Avenida La Posta Tues, Wed 7/21 , 7/22 25 Carlsbad Village Drive Victoria Avenue and Pontiac Drive Tues, Wed 7/7 , 7/8 26 Poinsettia Lane Paseo Del Norte and Batiquitos Drive Tues, Wed 7/14 , 7/15 27 Tamarack Avenue El Camino Real and La Portalada Drive Tues, Wed 7/7 , 7/8 28 Paseo Del Norte Camino Del Parque (north) and Palomar Airport Road Tues, Wed 7/14 , 7/15 29 Paseo Del Norte Palomar Airport Road and Car Country Drive Tues, Wed 7/21 , 7/22 30 Cannon Road Paseo Del Norte and Car Country Drive Tues, Wed 7/28 , 7/29 31 Cannon Road El Camino Real and College Boulevard Tues, Wed 7/28 , 7/29 32 College Boulevard Tamarack Avenue (N) and N. City Limits Tues, Wed 7/7 , 7/8 33 College Boulevard Palomar Airport Road and Aston Avenue Tues, Wed 7/7 , 7/8 34 Alga Road Corintia Street and El Fuerte Street Tues, Wed 7/21 , 7/22 2009 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 and3 2,424 WB 0.45 A2,169 EB 0.40 A 0Armada Drive2 Palomar Airport Road Yarrow Drive and3 1,328 WB 0.25 A1,584 EB 0.29 A 0El Camino Real 3 Palomar Airport Road El Camino Real and 3 2,028 WB 0.38 A2,362 EB 0.44 A 0Loker Ave. W./Innovation Wy.4 Palomar Airport Road El Fuerte Street and3 2,086 WB 0.39 A2,395 EB 0.44 A 0Loker Avenue East5 Palomar Airport Road Melrose Drive and 3 1,417 WB 0.26 A1,815 EB 0.34 A 0Paseo Valindo/Eagle Drive6 El Camino Real Plaza Drive and 3 1,362 NB 0.25 A1,020 SB 0.19 A 0Marron Road7 El Camino Real Tamarack Avenue and 2 1,593 NB 0.44 A1,388 SB 0.39 A 0Kelly Drive8 El Camino Real Faraday Avenue and3 1,220 NB 0.23 A1,373 SB 0.25 A 0Palomar Airport Road9 El Camino Real Camino Vida Roble and 2/3 1,437 NB 0.40 A1,701 SB 0.32 A 0Cassia Road10 El Camino Real Arenal Road and3/2 1,847 NB 0.34 A2,142 SB 0.60 A 0Costa Del Mar Road11 El Camino Real La Costa Avenue and3 1,467 NB 0.27 A1,570 SB 0.29 A 0 Levante Street12 El Camino Real Levante Street and3 1,416 NB 0.26 A1,416 SB 0.26 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.2009 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 1,022 NB 0.14 A1,155 SB 0.21 A 0Palomar Airport Road14 Melrose DrivePalomar Airport Road and3 878 NB 0.16 A951SB 0.18 A 0Rancho Bravado15 Melrose DriveAlga Road and 3 885 NB 0.16 A1,029 SB 0.19 A 0Corintia Street16Carlsbad Boulevard State Street and1 686 NB 0.38 A804SB 0.45 A 0Mountain View Drive 17Carlsbad Boulevard Cannon Road and 1 829 NB 0.46 A718SB 0.40 A 0Cerezo Drive 18Carlsbad Boulevard Island Way and2 654 NB 0.18 A662SB 0.18 A 0Poinsettia Lane19 Carlsbad Boulevard Avenida Encinas and2 862 NB 0.24 A830SB 0.23 A 0La Costa Avenue20La Costa Avenue Piraeus Street and2 1,344 WB 0.37 A1,556 EB 0.43 A 0Saxony Road21La Costa Avenue Romeria Street and 2/1 569 WB 0.16 A647EB 0.36 A 0Cadencia Street22Rancho Santa Fe Road La Costa Meadows Drive and3 1,158 NB 0.21 A1,091 SB 0.20 A 0San Elijo Road23 Rancho Santa Fe Road Avenida Soledad and3 1,720 NB 0.32 A1,760 SB 0.33 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.2009 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 Olivenhain Road and 2 986 NB 0.27 A 622 SB 0.17 A 0Avenida La Posta/Calle Acervo25Carlsbad Village Drive Pontiac Drive and1 299 WB 0.17 A 293 EB 0.16 A 0Victoria Avenue26Poinsettia Lane Paseo Del Norte and 2 1,174 WB 0.33 A 1,186 EB 0.33 A 0Batiquitos Drive27Tamarack Avenue El Camino Real and 2 493 WB 0.14 A 428 EB 0.12 A 0La Portalada Drive28Paseo Del Norte Camino Del Parque (North) and2 343 NB 0.10 A 424 SB 0.12 A 0Palomar Airport Road29Paseo Del Norte Palomar Airport Road and 2 432 NB 0.12 A 491 SB 0.14 A 0Car Country Drive30Cannon RoadPaseo Del Norte and 2 1,384 WB 0.38 A 1,174 EB 0.33 A 0Car Country Drive31 Cannon RoadEl Camino Real and2 1,182 WB 0.33 A1,244 EB 0.35 A 0College Boulevard32College BoulevardTamarack Avenue (North) and2 1,388 NB 0.39 A1,198 SB 0.33 A 0North City Limits33College Boulevard Aston Avenue and2 1,056 NB 0.29 A1,032 SB 0.29 A 0Palomar Airport Road34 Alga RoadCorintia Street and2 466WB 0.13 A548EB 0.15 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.2009 TRAFFIC MONITORING PROGRAM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 1 Location: Palomar Airport Road Between Paseo del Norte and Armada Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 32 39 12:00 481 480 00:15 26 24 12:15 483 411 00:30 16 13 12:30 494 465 00:45 21 95 16 92 187 12:45 470 1928 468 1824 3752 01:00 25 21 13:00 456 389 01:15 15 15 13:15 420 449 01:30 20 7 13:30 475 400 01:45 7 67 8 51 118 13:45 399 1750 427 1665 3415 02:00 8 13 14:00 404 452 02:15 12 14 14:15 409 487 02:30 7 14 14:30 411 434 02:45 11 38 9 50 88 14:45 389 1613 493 1866 3479 03:00 10 6 15:00 382 431 03:15 17 15 15:15 358 465 03:30 32 16 15:30 338 483 03:45 20 79 20 57 136 15:45 355 1433 483 1862 3295 04:00 31 37 16:00 366 443 04:15 66 33 16:15 382 516 04:30 86 41 16:30 345 569 04:45 55 238 60 171 409 16:45 357 1450 622 2150 3600 05:00 85 65 17:00 363 668 05:15 168 90 17:15 396 565 05:30 214 104 17:30 372 482 05:45 207 674 132 391 1065 17:45 330 1461 476 2191 3652 06:00 224 139 18:00 333 437 06:15 259 192 18:15 322 437 06:30 392 198 18:30 268 347 06:45 340 1215 224 753 1968 18:45 270 1193 306 1527 2720 07:00 451 249 19:00 256 299 07:15 495 233 19:15 229 281 07:30 632 250 19:30 240 259 07:45 530 2108 277 1009 3117 19:45 210 935 239 1078 2013 08:00 503 223 20:00 206 194 08:15 459 260 20:15 172 214 08:30 490 267 20:30 148 203 08:45 408 1860 286 1036 2896 20:45 169 695 162 773 1468 09:00 419 273 21:00 157 150 09:15 411 272 21:15 124 90 09:30 415 269 21:30 111 89 09:45 366 1611 258 1072 2683 21:45 102 494 92 421 915 10:00 348 351 22:00 89 84 10:15 398 358 22:15 66 75 10:30 371 371 22:30 66 66 10:45 355 1472 406 1486 2958 22:45 61 282 48 273 555 11:00 407 440 23:00 52 39 11:15 415 491 23:15 35 45 11:30 422 488 23:30 33 36 11:45 406 1650 525 1944 3594 23:45 29 149 29 149 298 Total Vol.11107 8112 19219 13383 15779 29162 EB WB Combined 24490 23891 48381 Split %57.8% 42.2%39.7%45.9% 54.1%60.3% Peak Hour 07:15 11:15 11:45 12:00 16:30 16:30 Volume 2160 1984 3745 1928 2424 3885 P.H.F.0.85 0.94 0.97 0.98 0.91 0.94 PM Project#Tuesday, July 14, 2009 AM Daily Totals 09-5084-001 Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 28 30 12:00 476 534 00:15 22 11 12:15 465 513 00:30 21 22 12:30 490 448 00:45 23 94 23 86 180 12:45 517 1948 422 1917 3865 01:00 15 11 13:00 469 478 01:15 11 10 13:15 446 442 01:30 18 6 13:30 414 458 01:45 9531744 97 13:45 394 1723 427 1805 3528 02:00 16 8 14:00 417 447 02:15 13 16 14:15 414 481 02:30 13 11 14:30 391 442 02:45 18 60 17 52 112 14:45 370 1592 482 1852 3444 03:00 10 10 15:00 373 421 03:15 27 8 15:15 401 528 03:30 32 22 15:30 391 511 03:45 18 87 21 61 148 15:45 380 1545 488 1948 3493 04:00 33 28 16:00 394 526 04:15 72 33 16:15 391 569 04:30 96 44 16:30 367 524 04:45 58 259 44 149 408 16:45 390 1542 643 2262 3804 05:00 81 64 17:00 401 660 05:15 155 63 17:15 403 530 05:30 217 100 17:30 401 493 05:45 191 644 133 360 1004 17:45 348 1553 476 2159 3712 06:00 221 169 18:00 379 449 06:15 244 174 18:15 345 416 06:30 411 205 18:30 302 383 06:45 335 1211 225 773 1984 18:45 272 1298 328 1576 2874 07:00 449 233 19:00 256 334 07:15 526 234 19:15 257 289 07:30 579 256 19:30 204 243 07:45 549 2103 263 986 3089 19:45 204 921 240 1106 2027 08:00 515 213 20:00 210 243 08:15 450 263 20:15 195 261 08:30 502 250 20:30 165 186 08:45 411 1878 274 1000 2878 20:45 165 735 158 848 1583 09:00 405 290 21:00 154 153 09:15 380 296 21:15 127 118 09:30 352 275 21:30 114 95 09:45 346 1483 282 1143 2626 21:45 93 488 109 475 963 10:00 393 331 22:00 74 81 10:15 418 318 22:15 60 69 10:30 326 368 22:30 57 61 10:45 382 1519 414 1431 2950 22:45 70 261 68 279 540 11:00 402 406 23:00 38 37 11:15 389 481 23:15 47 40 11:30 419 490 23:30 38 26 11:45 425 1635 532 1909 3544 23:45 33 156 23 126 282 Total Vol.11026 7994 19020 13762 16353 30115 EB WB Combined 24788 24347 49135 Split %58.0% 42.0%38.7%45.7% 54.3%61.3% Peak Hour 07:15 11:30 11:45 12:00 16:15 16:15 Volume 2169 2069 3883 1948 2396 3945 P.H.F.0.94 0.97 0.96 0.94 0.91 0.93 AM PM Project# Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. Wednesday, July 15, 2009 09-5084-001 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 30 35 12:00 479 507 00:15 24 18 12:15 474 462 00:30 19 18 12:30 492 457 00:45 22 95 20 89 184 12:45 494 1938 445 1871 3809 01:00 20 16 13:00 463 434 01:15 13 13 13:15 433 446 01:30 19 7 13:30 445 429 01:45 8 60 13 48 108 13:45 397 1737 427 1735 3472 02:00 12 11 14:00 411 450 02:15 13 15 14:15 412 484 02:30 10 13 14:30 401 438 02:45 15 49 13 51 100 14:45 380 1603 488 1859 3462 03:00 10 8 15:00 378 426 03:15 22 12 15:15 380 497 03:30 32 19 15:30 365 497 03:45 19 83 21 59 142 15:45 368 1489 486 1905 3394 04:00 32 33 16:00 380 485 04:15 69 33 16:15 387 543 04:30 91 43 16:30 356 547 04:45 57 249 52 160 409 16:45 374 1496 633 2206 3702 05:00 83 65 17:00 382 664 05:15 162 77 17:15 400 548 05:30 216 102 17:30 387 488 05:45 199 659 133 376 1035 17:45 339 1507 476 2175 3682 06:00 223 154 18:00 356 443 06:15 252 183 18:15 334 427 06:30 402 202 18:30 285 365 06:45 338 1213 225 763 1976 18:45 271 1246 317 1552 2797 07:00 450 241 19:00 256 317 07:15 511 234 19:15 243 285 07:30 606 253 19:30 222 251 07:45 540 2106 270 998 3103 19:45 207 928 240 1092 2020 08:00 509 218 20:00 208 219 08:15 455 262 20:15 184 238 08:30 496 259 20:30 157 195 08:45 410 1869 280 1018 2887 20:45 167 715 160 811 1526 09:00 412 282 21:00 156 152 09:15 396 284 21:15 126 104 09:30 384 272 21:30 113 92 09:45 356 1547 270 1108 2655 21:45 98 491 101 448 939 10:00 371 341 22:00 82 83 10:15 408 338 22:15 63 72 10:30 349 370 22:30 62 64 10:45 369 1496 410 1459 2954 22:45 66 272 58 276 548 11:00 405 423 23:00 45 38 11:15 402 486 23:15 41 43 11:30 421 489 23:30 36 31 11:45 416 1643 529 1927 3569 23:45 31 153 26 138 290 Total Vol.11067 8053 19120 13573 16066 29639 EB WB Combined 24639 24119 48758 Split %57.9% 42.1%39.2%45.8% 54.2%60.8% Peak Hour 07:15 11:15 11:45 12:00 16:30 16:30 Volume 2165 2011 3814 1938 2391 3902 P.H.F.0.89 0.95 0.97 0.98 0.90 0.93 Daily Totals 2-DAY AVERAGE AM PM 09-5084-001Project# Palomar Airport Rd. btwn. Paseo del Norte & Armada Dr. Tuesday, July 14, 2009 Wednesday, July 15, 2009 Tuesday,14End Time Tue01:00 18702:00 11803:00 8804:00 13605:00 40906:00 106507:00 196808:00 311709:00 289610:00 268311:00 295812:00 359413:00 375214:00 341515:00 347916:00 329517:00 360018:00 365219:00 272020:00 201321:00 146822:00 91523:00 55524:00 298Total 48381* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Paseo Del Norte and Armada DriveJuly 14, 2009Palomar Airport Road Between Paseo Del Norte and Armada Drive1871188813640910651968311728962683295835943752341534793295360036522720201314689155552980250500750100012501500175020002250250027503000325035003750400042504500475050005250550001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,15End Time Wed01:00 18002:00 9703:00 11204:00 14805:00 40806:00 100407:00 198408:00 308909:00 287810:00 262611:00 295012:00 354413:00 386514:00 352815:00 344416:00 349317:00 380418:00 371219:00 287420:00 202721:00 158322:00 96323:00 54024:00 282Total 49135* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Paseo Del Norte and Armada DriveJuly 15, 2009Palomar Airport Road Between Paseo Del Norte and Armada Drive1809711214840810041984308928782626295035443865352834443493380437122874202715839635402820250500750100012501500175020002250250027503000325035003750400042504500475050005250550001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK LINK COUNT SUMMARY Number: 2 Location: Palomar Airport Road Between Yarrow Drive and El Camino Real Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 15 16 12:00 273 315 00:15 21 7 12:15 259 249 00:30 13 7 12:30 292 319 00:45 5 54 6 36 90 12:45 269 1093 286 1169 2262 01:00 20 3 13:00 248 247 01:15 13 5 13:15 268 290 01:30 15 6 13:30 229 255 01:45 7551024 79 13:45 257 1002 244 1036 2038 02:00 12 16 14:00 245 240 02:15 9 2 14:15 269 222 02:30 8 12 14:30 251 240 02:45 7 36 4 34 70 14:45 298 1063 251 953 2016 03:00 5 5 15:00 258 252 03:15 9 19 15:15 348 252 03:30 12 25 15:30 269 222 03:45 5311665 96 15:45 370 1245 249 975 2220 04:00 9 26 16:00 300 243 04:15 17 34 16:15 377 247 04:30 21 58 16:30 364 228 04:45 26 73 56 174 247 16:45 435 1476 231 949 2425 05:00 33 94 17:00 370 327 05:15 58 132 17:15 358 234 05:30 84 177 17:30 277 233 05:45 64 239 191 594 833 17:45 272 1277 200 994 2271 06:00 80 202 18:00 285 198 06:15 116 232 18:15 260 167 06:30 149 258 18:30 201 134 06:45 157 502 247 939 1441 18:45 201 947 139 638 1585 07:00 211 274 19:00 172 109 07:15 226 357 19:15 159 86 07:30 284 349 19:30 162 118 07:45 235 956 336 1316 2272 19:45 143 636 93 406 1042 08:00 251 286 20:00 139 78 08:15 202 308 20:15 150 79 08:30 220 293 20:30 126 64 08:45 190 863 268 1155 2018 20:45 138 553 74 295 848 09:00 200 250 21:00 91 70 09:15 187 269 21:15 90 51 09:30 202 265 21:30 92 49 09:45 193 782 266 1050 1832 21:45 64 337 42 212 549 10:00 191 235 22:00 63 40 10:15 184 248 22:15 61 27 10:30 204 247 22:30 60 27 10:45 192 771 228 958 1729 22:45 51 235 43 137 372 11:00 171 248 23:00 47 14 11:15 231 270 23:15 32 12 11:30 262 275 23:30 30 22 11:45 278 942 254 1047 1989 23:45 37 146 14 62 208 Total Vol.5304 7392 12696 10010 7826 17836 EB WB Combined 15314 15218 30532 Split %41.8% 58.2%41.6%56.1% 43.9%58.4% Peak Hour 11:45 07:15 07:15 16:15 12:00 16:15 Volume 1102 1328 2324 1546 1169 2579 P.H.F.0.94 0.93 0.92 0.89 0.92 0.93 Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real PM Project#Tuesday, July 07, 2009 AM Daily Totals 09-5084-002 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 22 14 12:00 279 305 00:15 18 10 12:15 267 294 00:30 17 9 12:30 246 304 00:45 11 68 9 42 110 12:45 275 1067 244 1147 2214 01:00 12 11 13:00 280 244 01:15 15 5 13:15 250 277 01:30 8 3 13:30 271 244 01:45 12 47 10 29 76 13:45 274 1075 244 1009 2084 02:00 8 6 14:00 252 234 02:15 7 12 14:15 296 267 02:30 9 3 14:30 280 227 02:45 8 32 5 26 58 14:45 328 1156 232 960 2116 03:00 5 9 15:00 254 216 03:15 7 15 15:15 336 245 03:30 11 22 15:30 286 236 03:45 5281864 92 15:45 319 1195 248 945 2140 04:00 8 32 16:00 295 241 04:15 15 39 16:15 394 270 04:30 28 56 16:30 349 238 04:45 23 74 65 192 266 16:45 455 1493 257 1006 2499 05:00 36 105 17:00 386 308 05:15 58 132 17:15 361 225 05:30 84 216 17:30 298 249 05:45 73 251 164 617 868 17:45 281 1326 227 1009 2335 06:00 92 209 18:00 235 199 06:15 108 220 18:15 252 191 06:30 147 267 18:30 221 173 06:45 163 510 254 950 1460 18:45 235 943 139 702 1645 07:00 196 306 19:00 178 122 07:15 216 310 19:15 169 109 07:30 300 380 19:30 167 85 07:45 224 936 323 1319 2255 19:45 162 676 95 411 1087 08:00 187 296 20:00 157 78 08:15 213 299 20:15 122 86 08:30 194 337 20:30 132 66 08:45 191 785 271 1203 1988 20:45 137 548 64 294 842 09:00 193 275 21:00 102 51 09:15 177 234 21:15 125 69 09:30 210 304 21:30 85 54 09:45 195 775 237 1050 1825 21:45 85 397 39 213 610 10:00 174 210 22:00 77 56 10:15 197 234 22:15 63 35 10:30 192 234 22:30 85 28 10:45 188 751 214 892 1643 22:45 52 277 41 160 437 11:00 245 271 23:00 40 24 11:15 241 267 23:15 49 22 11:30 241 299 23:30 36 20 11:45 295 1022 288 1125 2147 23:45 35 160 17 83 243 Total Vol.5279 7509 12788 10313 7939 18252 EB WB Combined 15592 15448 31040 Split %41.3% 58.7%41.2%56.5% 43.5%58.8% Peak Hour 11:45 07:00 11:45 16:15 12:00 16:15 Volume 1087 1319 2278 1584 1147 2657 P.H.F.0.92 0.87 0.98 0.87 0.94 0.93 AM PM Project#Wednesday, July 08, 2009 Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real 09-5084-002 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 19 15 12:00 276 310 00:15 20 9 12:15 263 272 00:30 15 8 12:30 269 312 00:45 8 61 8 39 100 12:45 272 1080 265 1158 2238 01:00 16 7 13:00 264 246 01:15 14 5 13:15 259 284 01:30 12 5 13:30 250 250 01:45 10 51 10 27 78 13:45 266 1039 244 1023 2061 02:00 10 11 14:00 249 237 02:15 8 7 14:15 283 245 02:30 9 8 14:30 266 234 02:45 8 34 5 30 64 14:45 313 1110 242 957 2066 03:00 5 7 15:00 256 234 03:15 8 17 15:15 342 249 03:30 12 24 15:30 278 229 03:45 5301765 94 15:45 345 1220 249 960 2180 04:00 9 29 16:00 298 242 04:15 16 37 16:15 386 259 04:30 25 57 16:30 357 233 04:45 25 74 61 183 257 16:45 445 1485 244 978 2462 05:00 35 100 17:00 378 318 05:15 58 132 17:15 360 230 05:30 84 197 17:30 288 241 05:45 69 245 178 606 851 17:45 277 1302 214 1002 2303 06:00 86 206 18:00 260 199 06:15 112 226 18:15 256 179 06:30 148 263 18:30 211 154 06:45 160 506 251 945 1451 18:45 218 945 139 670 1615 07:00 204 290 19:00 175 116 07:15 221 334 19:15 164 98 07:30 292 365 19:30 165 102 07:45 230 946 330 1318 2264 19:45 153 656 94 409 1065 08:00 219 291 20:00 148 78 08:15 208 304 20:15 136 83 08:30 207 315 20:30 129 65 08:45 191 824 270 1179 2003 20:45 138 551 69 295 845 09:00 197 263 21:00 97 61 09:15 182 252 21:15 108 60 09:30 206 285 21:30 89 52 09:45 194 779 252 1050 1829 21:45 75 367 41 213 580 10:00 183 223 22:00 70 48 10:15 191 241 22:15 62 31 10:30 198 241 22:30 73 28 10:45 190 761 221 925 1686 22:45 52 256 42 149 405 11:00 208 260 23:00 44 19 11:15 236 269 23:15 41 17 11:30 252 287 23:30 33 21 11:45 287 982 271 1086 2068 23:45 36 153 16 73 226 Total Vol.5292 7451 12742 10162 7883 18044 EB WB Combined 15453 15333 30786 Split %41.5% 58.5%41.4%56.3% 43.7%58.6% Peak Hour 11:45 07:15 07:15 16:15 12:00 16:15 Volume 1095 1319 2280 1565 1158 2618 P.H.F.0.96 0.90 0.87 0.88 0.93 0.94 Daily Totals 2-DAY AVERAGE AM PM 09-5084-002Project#Tuesday, July 07, 2009 Wednesday, July 08, 2009 Palomar Airport Rd. btwn. Yarrow Dr. & El Camino Real Tuesday,07End Time Tue01:00 9002:00 7903:00 7004:00 9605:00 24706:00 83307:00 144108:00 227209:00 201810:00 183211:00 172912:00 198913:00 226214:00 203815:00 201616:00 222017:00 242518:00 227119:00 158520:00 104221:00 84822:00 54923:00 37224:00 208Total 30532* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Yarrow Drive and El Camino RealJuly 7, 2009Palomar Airport Road Between Yarrow Drive and El Camino Real907970962478331441227220181832172919892262203820162220242522711585104284854937220805001000150020002500300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,08End Time Wed01:00 11002:00 7603:00 5804:00 9205:00 26606:00 86807:00 146008:00 225509:00 198810:00 182511:00 164312:00 214713:00 221414:00 208415:00 211616:00 214017:00 249918:00 233519:00 164520:00 108721:00 84222:00 61023:00 43724:00 243Total 31040* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Yarrow Drive and El Camino RealJuly 8, 2009Palomar Airport Road Between Yarrow Drive and El Camino Real1107658922668681460225519881825164321472214208421162140249923351645108784261043724305001000150020002500300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 3 Location: Palomar Airport Road Between El Camino Real and Loker Avenue West/Innovation Way Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 47 30 12:00 378 331 00:15 40 6 12:15 354 329 00:30 10 9 12:30 371 383 00:45 23 120 20 65 185 12:45 383 1486 351 1394 2880 01:00 22 22 13:00 403 322 01:15 19 15 13:15 400 342 01:30 16 17 13:30 390 323 01:45 17 74 7 61 135 13:45 420 1613 323 1310 2923 02:00 13 14 14:00 391 325 02:15 6 13 14:15 455 311 02:30 8 19 14:30 393 273 02:45 18 45 12 58 103 14:45 484 1723 335 1244 2967 03:00 7 13 15:00 411 319 03:15 10 25 15:15 496 341 03:30 15 31 15:30 452 318 03:45 16 48 22 91 139 15:45 480 1839 356 1334 3173 04:00 20 71 16:00 481 338 04:15 25 65 16:15 558 369 04:30 43 124 16:30 508 377 04:45 45 133 85 345 478 16:45 579 2126 402 1486 3612 05:00 54 138 17:00 588 405 05:15 75 232 17:15 514 362 05:30 102 311 17:30 542 279 05:45 93 324 236 917 1241 17:45 453 2097 302 1348 3445 06:00 122 300 18:00 420 293 06:15 172 364 18:15 409 237 06:30 244 429 18:30 303 198 06:45 265 803 399 1492 2295 18:45 296 1428 199 927 2355 07:00 280 472 19:00 233 139 07:15 317 515 19:15 258 143 07:30 395 606 19:30 218 119 07:45 369 1361 435 2028 3389 19:45 222 931 118 519 1450 08:00 331 444 20:00 180 97 08:15 297 425 20:15 216 122 08:30 355 431 20:30 186 111 08:45 263 1246 420 1720 2966 20:45 173 755 93 423 1178 09:00 295 373 21:00 183 96 09:15 280 346 21:15 146 92 09:30 228 328 21:30 126 91 09:45 291 1094 347 1394 2488 21:45 121 576 83 362 938 10:00 248 274 22:00 103 66 10:15 275 287 22:15 99 50 10:30 284 292 22:30 104 40 10:45 320 1127 298 1151 2278 22:45 84 390 50 206 596 11:00 318 308 23:00 78 29 11:15 372 369 23:15 55 28 11:30 383 352 23:30 46 33 11:45 435 1508 312 1341 2849 23:45 42 221 31 121 342 Total Vol.7883 10663 18546 15185 10674 25859 EB WB Combined 23068 21337 44405 Split %42.5% 57.5%41.8%58.7% 41.3%58.2% Peak Hour 11:15 07:00 07:15 16:15 16:15 16:15 Volume 1568 2028 3412 2233 1553 3786 P.H.F.0.90 0.84 0.85 0.95 0.96 0.95 DAY 1 Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West/ Innovation Way PM Project#Tuesday, July 14, 2009 AM Daily Totals 09-5084-003 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 50 19 12:00 401 365 00:15 30 14 12:15 385 343 00:30 22 9 12:30 399 406 00:45 23 125 25 67 192 12:45 376 1561 323 1437 2998 01:00 12 11 13:00 417 353 01:15 22 14 13:15 386 324 01:30 10 9 13:30 395 344 01:45 15 59 8 42 101 13:45 401 1599 317 1338 2937 02:00 25 14 14:00 388 313 02:15 6 34 14:15 507 300 02:30 21 35 14:30 411 305 02:45 18 70 27 110 180 14:45 450 1756 316 1234 2990 03:00 16 18 15:00 435 319 03:15 9 22 15:15 481 331 03:30 23 42 15:30 482 321 03:45 13 61 30 112 173 15:45 466 1864 363 1334 3198 04:00 18 58 16:00 543 316 04:15 27 77 16:15 583 388 04:30 48 132 16:30 553 368 04:45 38 131 103 370 501 16:45 601 2280 429 1501 3781 05:00 52 133 17:00 625 391 05:15 69 231 17:15 550 392 05:30 118 320 17:30 561 322 05:45 97 336 270 954 1290 17:45 434 2170 355 1460 3630 06:00 109 304 18:00 406 268 06:15 144 317 18:15 367 225 06:30 235 423 18:30 302 213 06:45 243 731 377 1421 2152 18:45 281 1356 209 915 2271 07:00 283 427 19:00 296 177 07:15 317 489 19:15 261 149 07:30 413 563 19:30 252 131 07:45 343 1356 470 1949 3305 19:45 225 1034 140 597 1631 08:00 336 457 20:00 217 117 08:15 317 413 20:15 201 133 08:30 303 446 20:30 191 131 08:45 315 1271 395 1711 2982 20:45 191 800 107 488 1288 09:00 275 350 21:00 203 119 09:15 268 298 21:15 139 95 09:30 273 370 21:30 110 95 09:45 227 1043 325 1343 2386 21:45 129 581 63 372 953 10:00 244 267 22:00 107 74 10:15 301 293 22:15 87 52 10:30 274 298 22:30 93 40 10:45 306 1125 312 1170 2295 22:45 70 357 70 236 593 11:00 366 287 23:00 59 35 11:15 369 337 23:15 59 33 11:30 387 399 23:30 55 25 11:45 404 1526 349 1372 2898 23:45 50 223 37 130 353 Total Vol.7834 10621 18455 15581 11042 26623 EB WB Combined 23415 21663 45078 Split %42.4% 57.6%40.9%58.5% 41.5%59.1% Peak Hour 11:45 07:15 07:15 16:15 16:30 16:15 Volume 1589 1979 3388 2362 1580 3938 P.H.F.0.98 0.88 0.87 0.94 0.92 0.96 09-5084-003 Daily Totals DAY 2 Project#Wednesday, July 15, 2009 Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West/ Innovation Way AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 49 25 12:00 390 348 00:15 35 10 12:15 370 336 00:30 16 9 12:30 385 395 00:45 23 123 23 66 189 12:45 380 1524 337 1416 2939 01:00 17 17 13:00 410 338 01:15 21 15 13:15 393 333 01:30 13 13 13:30 393 334 01:45 16 67 8 52 118 13:45 411 1606 320 1324 2930 02:00 19 14 14:00 390 319 02:15 6 24 14:15 481 306 02:30 15 27 14:30 402 289 02:45 18 58 20 84 142 14:45 467 1740 326 1239 2979 03:00 12 16 15:00 423 319 03:15 10 24 15:15 489 336 03:30 19 37 15:30 467 320 03:45 15 55 26 102 156 15:45 473 1852 360 1334 3186 04:00 19 65 16:00 512 327 04:15 26 71 16:15 571 379 04:30 46 128 16:30 531 373 04:45 42 132 94 358 490 16:45 590 2203 416 1494 3697 05:00 53 136 17:00 607 398 05:15 72 232 17:15 532 377 05:30 110 316 17:30 552 301 05:45 95 330 253 936 1266 17:45 444 2134 329 1404 3538 06:00 116 302 18:00 413 281 06:15 158 341 18:15 388 231 06:30 240 426 18:30 303 206 06:45 254 767 388 1457 2224 18:45 289 1392 204 921 2313 07:00 282 450 19:00 265 158 07:15 317 502 19:15 260 146 07:30 404 585 19:30 235 125 07:45 356 1359 453 1989 3347 19:45 224 983 129 558 1541 08:00 334 451 20:00 199 107 08:15 307 419 20:15 209 128 08:30 329 439 20:30 189 121 08:45 289 1259 408 1716 2974 20:45 182 778 100 456 1233 09:00 285 362 21:00 193 108 09:15 274 322 21:15 143 94 09:30 251 349 21:30 118 93 09:45 259 1069 336 1369 2437 21:45 125 579 73 367 946 10:00 246 271 22:00 105 70 10:15 288 290 22:15 93 51 10:30 279 295 22:30 99 40 10:45 313 1126 305 1161 2287 22:45 77 374 60 221 595 11:00 342 298 23:00 69 32 11:15 371 353 23:15 57 31 11:30 385 376 23:30 51 29 11:45 420 1517 331 1357 2874 23:45 46 222 34 126 348 Total Vol.7859 10642 18501 15383 10858 26241 EB WB Combined 23242 21500 44742 Split %42.5% 57.5%41.3%58.6% 41.4%58.7% Peak Hour 11:15 07:15 07:15 16:15 16:15 16:15 Volume 1565 1990 3400 2298 1565 3862 P.H.F.0.93 0.85 0.86 0.95 0.94 0.96 09-5084-003Project#Tuesday, July 14, 2009 Wednesday, July 15, 2009 Palomar Airport Rd. btwn. El Camino Real & Loker Ave. West/ Innovation Way AM PM Daily Totals 2-DAY AVERAGE Tuesdsay,14End Time Tue01:00 18502:00 13503:00 10304:00 13905:00 47806:00 124107:00 229508:00 338909:00 296610:00 248811:00 227812:00 284913:00 288014:00 292315:00 296716:00 317317:00 361218:00 344519:00 235520:00 145021:00 117822:00 93823:00 59624:00 342Total 44405* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Camino Real and Loker Ave. West/Innovation WayJuly 14, 2009Palomar Airport Road Between El Camino Real and Loker Ave. W./Innovation Way185135103139478124122953389296624882278284928802923296731733612344523551450117893859634205001000150020002500300035004000450001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,15End Time Wed01:00 19202:00 10103:00 18004:00 17305:00 50106:00 129007:00 215208:00 330509:00 298210:00 238611:00 229512:00 289813:00 299814:00 293715:00 299016:00 319817:00 378118:00 363019:00 227120:00 163121:00 128822:00 95323:00 59324:00 353Total 45078* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Camino Real and Loker Ave. West/Innovation WayJuly 15, 2009Palomar Airport Road Between El Camino Real and Loker Ave. W./ Innovation Way192101180173501129021523305298223862295289829982937299031983781363022711631128895359335305001000150020002500300035004000450001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 4 Location: Palomar Airport Road Between El Fuerte Street and Loker Avenue East/Gateway Road Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 44 22 12:00 311 287 00:15 31 6 12:15 300 307 00:30 11 8 12:30 307 299 00:45 20 106 25 61 167 12:45 322 1240 292 1185 2425 01:00 19 21 13:00 320 312 01:15 21 13 13:15 368 314 01:30 16 17 13:30 328 284 01:45 20 76 9 60 136 13:45 364 1380 308 1218 2598 02:00 8 15 14:00 365 282 02:15 9 13 14:15 448 311 02:30 5 20 14:30 363 262 02:45 16 38 12 60 98 14:45 467 1643 274 1129 2772 03:00 10 16 15:00 416 301 03:15 6 27 15:15 488 317 03:30 11 32 15:30 432 284 03:45 14 41 28 103 144 15:45 513 1849 300 1202 3051 04:00 17 65 16:00 482 260 04:15 16 91 16:15 545 335 04:30 25 137 16:30 524 284 04:45 34 92 92 385 477 16:45 632 2183 294 1173 3356 05:00 34 188 17:00 595 302 05:15 55 269 17:15 534 261 05:30 72 307 17:30 516 235 05:45 86 247 266 1030 1277 17:45 424 2069 257 1055 3124 06:00 94 341 18:00 399 214 06:15 140 377 18:15 377 186 06:30 160 540 18:30 276 168 06:45 199 593 434 1692 2285 18:45 290 1342 167 735 2077 07:00 190 487 19:00 220 119 07:15 243 528 19:15 228 125 07:30 299 570 19:30 201 110 07:45 253 985 430 2015 3000 19:45 214 863 116 470 1333 08:00 248 408 20:00 182 106 08:15 250 426 20:15 211 113 08:30 272 408 20:30 181 100 08:45 186 956 407 1649 2605 20:45 179 753 95 414 1167 09:00 239 341 21:00 163 85 09:15 239 315 21:15 128 86 09:30 202 323 21:30 115 89 09:45 229 909 273 1252 2161 21:45 138 544 73 333 877 10:00 220 268 22:00 85 57 10:15 231 275 22:15 100 46 10:30 225 285 22:30 99 47 10:45 276 952 256 1084 2036 22:45 96 380 60 210 590 11:00 293 280 23:00 67 33 11:15 287 288 23:15 49 28 11:30 341 295 23:30 50 25 11:45 373 1294 256 1119 2413 23:45 49 215 21 107 322 Total Vol.6289 10510 16799 14461 9231 23692 EB WB Combined 20750 19741 40491 Split %37.4% 62.6%41.5%61.0% 39.0%58.5% Peak Hour 11:30 06:45 07:00 16:15 13:00 16:15 Volume 1325 2019 3000 2296 1218 3511 P.H.F.0.89 0.89 0.86 0.91 0.97 0.95 DAY 1 Palomar Airport Rd. btwn. El Fuerte St. & Loker Ave. East/Gateway Road PM Project#Tuesday, July 14, 2009 AM Daily Totals 09-5084-004 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 42 19 12:00 363 288 00:15 26 15 12:15 288 308 00:30 23 11 12:30 332 316 00:45 25 116 22 67 183 12:45 313 1296 303 1215 2511 01:00 12 10 13:00 349 287 01:15 18 15 13:15 334 299 01:30 14 13 13:30 344 295 01:45 14 58 8 46 104 13:45 346 1373 306 1187 2560 02:00 20 23 14:00 350 278 02:15 7 37 14:15 505 273 02:30 21 37 14:30 366 257 02:45 12 60 24 121 181 14:45 435 1656 277 1085 2741 03:00 16 19 15:00 386 286 03:15 12 35 15:15 514 325 03:30 14 35 15:30 469 271 03:45 12 54 33 122 176 15:45 476 1845 288 1170 3015 04:00 17 63 16:00 523 274 04:15 21 103 16:15 589 340 04:30 40 140 16:30 560 264 04:45 26 104 108 414 518 16:45 622 2294 330 1208 3502 05:00 25 163 17:00 624 305 05:15 67 284 17:15 528 282 05:30 82 333 17:30 525 240 05:45 84 258 265 1045 1303 17:45 423 2100 265 1092 3192 06:00 81 354 18:00 390 197 06:15 107 352 18:15 330 204 06:30 162 505 18:30 282 190 06:45 196 546 418 1629 2175 18:45 310 1312 187 778 2090 07:00 196 496 19:00 270 148 07:15 238 513 19:15 238 118 07:30 293 622 19:30 225 116 07:45 255 982 455 2086 3068 19:45 234 967 111 493 1460 08:00 284 476 20:00 188 121 08:15 256 441 20:15 191 109 08:30 239 426 20:30 183 118 08:45 235 1014 400 1743 2757 20:45 192 754 107 455 1209 09:00 210 322 21:00 191 111 09:15 243 320 21:15 121 92 09:30 212 295 21:30 129 83 09:45 197 862 269 1206 2068 21:45 119 560 66 352 912 10:00 222 245 22:00 110 61 10:15 254 237 22:15 73 51 10:30 222 294 22:30 83 45 10:45 269 967 244 1020 1987 22:45 84 350 82 239 589 11:00 293 266 23:00 60 47 11:15 327 275 23:15 57 25 11:30 345 308 23:30 53 24 11:45 392 1357 286 1135 2492 23:45 54 224 34 130 354 Total Vol.6378 10634 17012 14731 9404 24135 EB WB Combined 21109 20038 41147 Split %37.5% 62.5%41.3%61.0% 39.0%58.7% Peak Hour 11:15 07:00 07:15 16:15 16:15 16:15 Volume 1427 2086 3136 2395 1239 3634 P.H.F.0.91 0.84 0.86 0.96 0.91 0.95 09-5084-004 Daily Totals DAY 2 Project#Wednesday, July 15, 2009 Palomar Airport Rd. btwn. El Fuerte St. & Loker Ave. East/Gateway Road AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 43 21 12:00 337 288 00:15 29 11 12:15 294 308 00:30 17 10 12:30 320 308 00:45 23 111 24 64 175 12:45 318 1268 298 1200 2468 01:00 16 16 13:00 335 300 01:15 20 14 13:15 351 307 01:30 15 15 13:30 336 290 01:45 17 67 9 53 120 13:45 355 1377 307 1203 2579 02:00 14 19 14:00 358 280 02:15 8 25 14:15 477 292 02:30 13 29 14:30 365 260 02:45 14 49 18 91 140 14:45 451 1650 276 1107 2757 03:00 13 18 15:00 401 294 03:15 9 31 15:15 501 321 03:30 13 34 15:30 451 278 03:45 13 48 31 113 160 15:45 495 1847 294 1186 3033 04:00 17 64 16:00 503 267 04:15 19 97 16:15 567 338 04:30 33 139 16:30 542 274 04:45 30 98 100 400 498 16:45 627 2239 312 1191 3429 05:00 30 176 17:00 610 304 05:15 61 277 17:15 531 272 05:30 77 320 17:30 521 238 05:45 85 253 266 1038 1290 17:45 424 2085 261 1074 3158 06:00 88 348 18:00 395 206 06:15 124 365 18:15 354 195 06:30 161 523 18:30 279 179 06:45 198 570 426 1661 2230 18:45 300 1327 177 757 2084 07:00 193 492 19:00 245 134 07:15 241 521 19:15 233 122 07:30 296 596 19:30 213 113 07:45 254 984 443 2051 3034 19:45 224 915 114 482 1397 08:00 266 442 20:00 185 114 08:15 253 434 20:15 201 111 08:30 256 417 20:30 182 109 08:45 211 985 404 1696 2681 20:45 186 754 101 435 1188 09:00 225 332 21:00 177 98 09:15 241 318 21:15 125 89 09:30 207 309 21:30 122 86 09:45 213 886 271 1229 2115 21:45 129 552 70 343 895 10:00 221 257 22:00 98 59 10:15 243 256 22:15 87 49 10:30 224 290 22:30 91 46 10:45 273 960 250 1052 2012 22:45 90 365 71 225 590 11:00 293 273 23:00 64 40 11:15 307 282 23:15 53 27 11:30 343 302 23:30 52 25 11:45 383 1326 271 1127 2453 23:45 52 220 28 119 338 Total Vol.6334 10572 16906 14596 9318 23914 EB WB Combined 20930 19890 40819 Split %37.5% 62.5%41.4%61.0% 39.0%58.6% Peak Hour 11:15 07:00 07:15 16:15 16:15 16:15 Volume 1370 2051 3058 2346 1227 3573 P.H.F.0.90 0.86 0.86 0.94 0.91 0.95 09-5084-004Project#Tuesday, July 14, 2009 Wednesday, July 15, 2009 Palomar Airport Rd. btwn. El Fuerte St. & Loker Ave. East/Gateway Road AM PM Daily Totals 2-DAY AVERAGE Tuesday,14End Time Tue01:00 16702:00 13603:00 9804:00 14405:00 47706:00 127707:00 228508:00 300009:00 260510:00 216111:00 203612:00 241313:00 242514:00 259815:00 277216:00 305117:00 335618:00 312419:00 207720:00 133321:00 116722:00 87723:00 59024:00 322Total 40491* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Fuerte Street and Loker Ave. East/Gateway RoadJuly 14, 2009Palomar Airport Road Between El Fuerte Street and Loker Ave. E./Gateway Road1671369814447712772285300026052161203624132425259827723051335631242077133311678775903220500100015002000250030003500400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,15End Time Wed01:00 18302:00 10403:00 18104:00 17605:00 51806:00 130307:00 217508:00 306809:00 275710:00 206811:00 198712:00 249213:00 251114:00 256015:00 274116:00 301517:00 350218:00 319219:00 209020:00 146021:00 120922:00 91223:00 58924:00 354Total 41147* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Fuerte Street and Loker Ave. East/Gateway RoadJuly 15, 2009Palomar Airport Road Between El Fuerte Street and Loker Ave. E./Gateway Road18310418117651813032175306827572068198724922511256027413015350231922090146012099125893540500100015002000250030003500400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 5 Location: Palomar Airport Road Between Melrose Drive and Paseo Valindo/Eagle Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 34 13 12:00 228 254 00:15 20 3 12:15 240 266 00:30 8 2 12:30 211 276 00:45 16 78 19 37 115 12:45 247 926 223 1019 1945 01:00 13 18 13:00 251 234 01:15 11 9 13:15 259 231 01:30 10 12 13:30 237 227 01:45 12 46 5 44 90 13:45 289 1036 222 914 1950 02:00 10 8 14:00 218 220 02:15 6 5 14:15 383 214 02:30 4 13 14:30 216 195 02:45 13 33 7 33 66 14:45 366 1183 213 842 2025 03:00 5 11 15:00 288 232 03:15 8 15 15:15 388 178 03:30 9 17 15:30 320 199 03:45 8301659 89 15:45 391 1387 231 840 2227 04:00 11 38 16:00 343 211 04:15 9 62 16:15 432 232 04:30 20 94 16:30 372 201 04:45 22 62 73 267 329 16:45 422 1569 249 893 2462 05:00 31 124 17:00 503 231 05:15 32 203 17:15 389 201 05:30 56 202 17:30 316 213 05:45 50 169 188 717 886 17:45 347 1555 176 821 2376 06:00 76 232 18:00 272 176 06:15 95 277 18:15 254 137 06:30 134 400 18:30 197 132 06:45 136 441 285 1194 1635 18:45 198 921 130 575 1496 07:00 152 344 19:00 128 99 07:15 157 384 19:15 162 106 07:30 248 375 19:30 139 97 07:45 206 763 314 1417 2180 19:45 138 567 97 399 966 08:00 189 311 20:00 131 77 08:15 191 332 20:15 140 94 08:30 210 312 20:30 118 75 08:45 163 753 297 1252 2005 20:45 119 508 74 320 828 09:00 209 246 21:00 96 70 09:15 180 221 21:15 92 57 09:30 150 227 21:30 78 76 09:45 177 716 218 912 1628 21:45 90 356 44 247 603 10:00 170 209 22:00 59 42 10:15 175 170 22:15 55 37 10:30 169 227 22:30 76 30 10:45 215 729 178 784 1513 22:45 70 260 23 132 392 11:00 193 217 23:00 50 22 11:15 258 239 23:15 40 17 11:30 232 210 23:30 27 17 11:45 316 999 238 904 1903 23:45 36 153 11 67 220 Total Vol.4819 7620 12439 10421 7069 17490 EB WB Combined 15240 14689 29929 Split %38.7% 61.3%41.6%59.6% 40.4%58.4% Peak Hour 11:15 07:00 07:15 16:15 12:00 16:15 Volume 1034 1417 2184 1729 1019 2642 P.H.F.0.82 0.92 0.88 0.86 0.92 0.90 DAY 1 Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo PM Project#Tuesday, July 14, 2009 AM Daily Totals 09-5084-005 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 35 15 12:00 255 243 00:15 20 12 12:15 246 272 00:30 16 8 12:30 241 285 00:45 22 93 16 51 144 12:45 238 980 249 1049 2029 01:00 15 9 13:00 280 237 01:15 12 14 13:15 264 249 01:30 7 9 13:30 202 229 01:45 13 47 6 38 85 13:45 305 1051 211 926 1977 02:00 15 16 14:00 234 241 02:15 9 40 14:15 402 198 02:30 14 32 14:30 290 194 02:45 11 49 18 106 155 14:45 326 1252 227 860 2112 03:00 11 13 15:00 285 222 03:15 9 23 15:15 391 214 03:30 14 21 15:30 353 186 03:45 10 44 22 79 123 15:45 398 1427 209 831 2258 04:00 12 46 16:00 389 205 04:15 10 77 16:15 470 269 04:30 23 94 16:30 413 208 04:45 21 66 71 288 354 16:45 432 1704 278 960 2664 05:00 20 118 17:00 500 258 05:15 48 195 17:15 396 212 05:30 59 224 17:30 361 193 05:45 51 178 161 698 876 17:45 327 1584 207 870 2454 06:00 81 246 18:00 274 158 06:15 97 257 18:15 236 151 06:30 118 336 18:30 191 134 06:45 152 448 301 1140 1588 18:45 206 907 138 581 1488 07:00 156 332 19:00 184 103 07:15 167 359 19:15 147 102 07:30 189 402 19:30 148 90 07:45 209 721 321 1414 2135 19:45 153 632 103 398 1030 08:00 171 301 20:00 133 101 08:15 219 292 20:15 124 91 08:30 190 285 20:30 118 85 08:45 189 769 280 1158 1927 20:45 121 496 84 361 857 09:00 160 221 21:00 131 94 09:15 194 229 21:15 77 82 09:30 169 209 21:30 83 70 09:45 167 690 200 859 1549 21:45 88 379 41 287 666 10:00 156 177 22:00 81 49 10:15 194 191 22:15 56 29 10:30 176 211 22:30 61 26 10:45 225 751 184 763 1514 22:45 64 262 32 136 398 11:00 233 204 23:00 37 39 11:15 241 220 23:15 45 19 11:30 268 255 23:30 38 18 11:45 302 1044 232 911 1955 23:45 44 164 26 102 266 Total Vol.4900 7505 12405 10838 7361 18199 EB WB Combined 15738 14866 30604 Split %39.5% 60.5%40.5%59.6% 40.4%59.5% Peak Hour 11:30 07:00 07:00 16:15 12:00 16:15 Volume 1071 1414 2135 1815 1049 2828 P.H.F.0.89 0.88 0.90 0.91 0.92 0.93 09-5084-005 Daily Totals DAY 2 Project#Wednesday, July 15, 2009 Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 35 14 12:00 242 249 00:15 20 8 12:15 243 269 00:30 12 5 12:30 226 281 00:45 19 86 18 44 130 12:45 243 953 236 1034 1987 01:00 14 14 13:00 266 236 01:15 12 12 13:15 262 240 01:30 9 11 13:30 220 228 01:45 13 47 6 41 88 13:45 297 1044 217 920 1964 02:00 13 12 14:00 226 231 02:15 8 23 14:15 393 206 02:30 9 23 14:30 253 195 02:45 12 41 13 70 111 14:45 346 1218 220 851 2069 03:00 8 12 15:00 287 227 03:15 9 19 15:15 390 196 03:30 12 19 15:30 337 193 03:45 9 37 19 69 106 15:45 395 1407 220 836 2243 04:00 12 42 16:00 366 208 04:15 10 70 16:15 451 251 04:30 22 94 16:30 393 205 04:45 22 64 72 278 342 16:45 427 1637 264 927 2563 05:00 26 121 17:00 502 245 05:15 40 199 17:15 393 207 05:30 58 213 17:30 339 203 05:45 51 174 175 708 881 17:45 337 1570 192 846 2415 06:00 79 239 18:00 273 167 06:15 96 267 18:15 245 144 06:30 126 368 18:30 194 133 06:45 144 445 293 1167 1612 18:45 202 914 134 578 1492 07:00 154 338 19:00 156 101 07:15 162 372 19:15 155 104 07:30 219 389 19:30 144 94 07:45 208 742 318 1416 2158 19:45 146 600 100 399 998 08:00 180 306 20:00 132 89 08:15 205 312 20:15 132 93 08:30 200 299 20:30 118 80 08:45 176 761 289 1205 1966 20:45 120 502 79 341 843 09:00 185 234 21:00 114 82 09:15 187 225 21:15 85 70 09:30 160 218 21:30 81 73 09:45 172 703 209 886 1589 21:45 89 368 43 267 635 10:00 163 193 22:00 70 46 10:15 185 181 22:15 56 33 10:30 173 219 22:30 69 28 10:45 220 740 181 774 1514 22:45 67 261 28 134 395 11:00 213 211 23:00 44 31 11:15 250 230 23:15 43 18 11:30 250 233 23:30 33 18 11:45 309 1022 235 908 1929 23:45 40 159 19 85 243 Total Vol.4860 7563 12422 10630 7215 17845 EB WB Combined 15489 14778 30267 Split %39.1% 60.9%41.0%59.6% 40.4%59.0% Peak Hour 11:15 07:00 07:00 16:15 12:00 16:15 Volume 1050 1416 2158 1772 1034 2735 P.H.F.0.85 0.91 0.89 0.88 0.92 0.92 09-5084-005Project#Tuesday, July 14, 2009 Wednesday, July 15, 2009 Palomar Airport Rd. btwn. Melrose Dr. & Paseo Valindo AM PM Daily Totals 2-DAY AVERAGE Tuesday14End Time Tue01:00 11502:00 9003:00 6604:00 8905:00 32906:00 88607:00 163508:00 218009:00 200510:00 162811:00 151312:00 190313:00 194514:00 195015:00 202516:00 222717:00 246218:00 237619:00 149620:00 96621:00 82822:00 60323:00 39224:00 220Total 29929* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Melrose Dr and Paseo Valindo/Eagle Dr.July 14, 2009Palomar Airport Road Between Melrose Dr and Paseo Valindo/Eagle Dr.115906689329886163521802005162815131903194519502025222724622376149696682860339222002505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,15End Time Wed01:00 14402:00 8503:00 15504:00 12305:00 35406:00 87607:00 158808:00 213509:00 192710:00 154911:00 151412:00 195513:00 202914:00 197715:00 211216:00 225817:00 266418:00 245419:00 148820:00 103021:00 85722:00 66623:00 39824:00 266Total 30604* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Melrose Dr and Paseo Valindo/Eagle Dr.July 15, 2009Palomar Airport Road Between Melrose Dr and Paseo Valindo/Eagle Dr.144851551233548761588213519271549151419552029197721122258266424541488103085766639826602505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 6 Location: El Camino Real Between Plaza Drive and Marron Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 25 18 12:00 260 212 00:15 14 8 12:15 223 200 00:30 16 11 12:30 219 211 00:45 12 67 15 52 119 12:45 228 930 217 840 1770 01:00 16 12 13:00 242 202 01:15 11 11 13:15 222 208 01:30 4 9 13:30 241 230 01:45 9 40 8 40 80 13:45 212 917 201 841 1758 02:00 8 11 14:00 227 193 02:15 4 2 14:15 275 219 02:30 8 5 14:30 293 201 02:45 5 25 2 20 45 14:45 251 1046 197 810 1856 03:00 4 4 15:00 293 219 03:15 9 13 15:15 245 171 03:30 10 9 15:30 300 208 03:45 12 35 16 42 77 15:45 252 1090 185 783 1873 04:00 18 27 16:00 266 208 04:15 11 43 16:15 281 224 04:30 25 47 16:30 358 244 04:45 25 79 26 143 222 16:45 336 1241 236 912 2153 05:00 43 50 17:00 345 256 05:15 42 90 17:15 323 219 05:30 62 108 17:30 286 217 05:45 83 230 88 336 566 17:45 269 1223 220 912 2135 06:00 81 125 18:00 255 202 06:15 101 164 18:15 242 172 06:30 122 186 18:30 173 206 06:45 132 436 163 638 1074 18:45 215 885 146 726 1611 07:00 127 196 19:00 160 131 07:15 156 270 19:15 184 139 07:30 191 278 19:30 158 145 07:45 171 645 255 999 1644 19:45 160 662 128 543 1205 08:00 157 174 20:00 128 125 08:15 164 193 20:15 145 120 08:30 176 186 20:30 148 108 08:45 168 665 161 714 1379 20:45 124 545 107 460 1005 09:00 185 176 21:00 93 91 09:15 152 142 21:15 110 80 09:30 194 177 21:30 77 75 09:45 176 707 206 701 1408 21:45 76 356 79 325 681 10:00 210 180 22:00 63 54 10:15 156 159 22:15 57 51 10:30 188 171 22:30 55 52 10:45 188 742 159 669 1411 22:45 47 222 36 193 415 11:00 192 191 23:00 32 39 11:15 203 188 23:15 19 26 11:30 229 190 23:30 25 30 11:45 238 862 197 766 1628 23:45 36 112 23 118 230 Total Vol.4533 5120 9653 9229 7463 16692 NB SB Combined 13762 12583 26345 Split %47.0% 53.0%36.6%55.3% 44.7%63.4% Peak Hour 11:30 07:00 11:45 16:30 16:15 16:30 Volume 950 999 1760 1362 960 2317 P.H.F.0.91 0.90 0.93 0.95 0.94 0.96 DAY 1 El Camino Real btwn. Marron Rd. & Plaza Dr. PM Project#Tuesday, July 07, 2009 AM Daily Totals 09-5084-006 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 29 16 12:00 234 211 00:15 18 14 12:15 215 216 00:30 15 12 12:30 245 211 00:45 9 71 12 54 125 12:45 225 919 226 864 1783 01:00 7 16 13:00 240 217 01:15 7 12 13:15 220 212 01:30 6 10 13:30 221 210 01:45 5 25 9 47 72 13:45 219 900 217 856 1756 02:00 3 10 14:00 232 201 02:15 4 3 14:15 229 198 02:30 5 4 14:30 269 201 02:45 6 18 8 25 43 14:45 256 986 193 793 1779 03:00 3 10 15:00 273 204 03:15 7 10 15:15 253 202 03:30 10 14 15:30 305 202 03:45 14 34 10 44 78 15:45 276 1107 210 818 1925 04:00 14 33 16:00 285 191 04:15 23 48 16:15 311 208 04:30 24 35 16:30 327 232 04:45 33 94 36 152 246 16:45 325 1248 240 871 2119 05:00 45 53 17:00 372 245 05:15 56 93 17:15 301 213 05:30 67 112 17:30 304 223 05:45 71 239 86 344 583 17:45 266 1243 214 895 2138 06:00 95 128 18:00 226 202 06:15 106 166 18:15 232 210 06:30 128 186 18:30 195 184 06:45 127 456 158 638 1094 18:45 198 851 174 770 1621 07:00 142 222 19:00 176 169 07:15 156 273 19:15 150 154 07:30 166 293 19:30 188 147 07:45 175 639 232 1020 1659 19:45 161 675 123 593 1268 08:00 188 198 20:00 147 113 08:15 155 160 20:15 166 128 08:30 168 215 20:30 142 115 08:45 160 671 169 742 1413 20:45 115 570 103 459 1029 09:00 190 173 21:00 111 84 09:15 155 177 21:15 88 85 09:30 179 162 21:30 89 79 09:45 166 690 179 691 1381 21:45 75 363 81 329 692 10:00 183 167 22:00 57 61 10:15 218 177 22:15 52 49 10:30 170 163 22:30 48 44 10:45 182 753 157 664 1417 22:45 38 195 44 198 393 11:00 196 159 23:00 40 34 11:15 200 200 23:15 34 25 11:30 251 204 23:30 25 21 11:45 218 865 184 747 1612 23:45 32 131 19 99 230 Total Vol.4555 5168 9723 9188 7545 16733 NB SB Combined 13743 12713 26456 Split %46.8% 53.2%36.8%54.9% 45.1%63.2% Peak Hour 11:30 07:00 11:45 16:15 16:30 16:15 Volume 918 1020 1734 1335 930 2260 P.H.F.0.91 0.87 0.95 0.90 0.95 0.92 09-5084-006 Daily Totals DAY 2 Project#Wednesday, July 08, 2009 El Camino Real btwn. Marron Rd. & Plaza Dr. AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 27 17 12:00 247 212 00:15 16 11 12:15 219 208 00:30 16 12 12:30 232 211 00:45 11 69 14 53 122 12:45 227 925 222 852 1777 01:00 12 14 13:00 241 210 01:15 9 12 13:15 221 210 01:30 5 10 13:30 231 220 01:45 7 33 9 44 76 13:45 216 909 209 849 1757 02:00 6 11 14:00 230 197 02:15 4 3 14:15 252 209 02:30 7 5 14:30 281 201 02:45 6 22 5 23 44 14:45 254 1016 195 802 1818 03:00 4 7 15:00 283 212 03:15 8 12 15:15 249 187 03:30 10 12 15:30 303 205 03:45 13 35 13 43 78 15:45 264 1099 198 801 1899 04:00 16 30 16:00 276 200 04:15 17 46 16:15 296 216 04:30 25 41 16:30 343 238 04:45 29 87 31 148 234 16:45 331 1245 238 892 2136 05:00 44 52 17:00 359 251 05:15 49 92 17:15 312 216 05:30 65 110 17:30 295 220 05:45 77 235 87 340 575 17:45 268 1233 217 904 2137 06:00 88 127 18:00 241 202 06:15 104 165 18:15 237 191 06:30 125 186 18:30 184 195 06:45 130 446 161 638 1084 18:45 207 868 160 748 1616 07:00 135 209 19:00 168 150 07:15 156 272 19:15 167 147 07:30 179 286 19:30 173 146 07:45 173 642 244 1010 1652 19:45 161 669 126 568 1237 08:00 173 186 20:00 138 119 08:15 160 177 20:15 156 124 08:30 172 201 20:30 145 112 08:45 164 668 165 728 1396 20:45 120 558 105 460 1017 09:00 188 175 21:00 102 88 09:15 154 160 21:15 99 83 09:30 187 170 21:30 83 77 09:45 171 699 193 696 1395 21:45 76 360 80 327 687 10:00 197 174 22:00 60 58 10:15 187 168 22:15 55 50 10:30 179 167 22:30 52 48 10:45 185 748 158 667 1414 22:45 43 209 40 196 404 11:00 194 175 23:00 36 37 11:15 202 194 23:15 27 26 11:30 240 197 23:30 25 26 11:45 228 864 191 757 1620 23:45 34 122 21 109 230 Total Vol.4544 5144 9688 9209 7504 16713 NB SB Combined 13753 12648 26401 Split %46.9% 53.1%36.7%55.1% 44.9%63.3% Peak Hour 11:30 07:00 11:45 16:30 16:15 16:30 Volume 934 1010 1747 1344 943 2286 P.H.F.0.95 0.88 0.95 0.94 0.94 0.94 09-5084-006Project#Tuesday, July 07, 2009 Wednesday, July 08, 2009 El Camino Real btwn. Marron Rd. & Plaza Dr. AM PM Daily Totals 2-DAY AVERAGE Tuesday,07End Time Tues01:00 11902:00 8003:00 4504:00 7705:00 22206:00 56607:00 107408:00 164409:00 137910:00 140811:00 141112:00 162813:00 177014:00 175815:00 185616:00 187317:00 215318:00 213519:00 161120:00 120521:00 100522:00 68123:00 41524:00 230Total 26345* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Plaza Drive and Marron RoadJuly 7, 2009El Camino Real Between Plaza Drive and Marron Road 119804577222566107416441379140814111628177017581856187321532135161112051005681415230025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,08End Time Wed01:00 12502:00 7203:00 4304:00 7805:00 24606:00 58307:00 109408:00 165909:00 141310:00 138111:00 141712:00 161213:00 178314:00 175615:00 177916:00 192517:00 211918:00 213819:00 162120:00 126821:00 102922:00 69223:00 39324:00 230Total 26456* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Plaza Drive and Marron RoadJuly 8, 2009El Camino Real Between Plaza Drive and Marron Road125724378246583109416591413138114171612178317561779192521192138162112681029692393230025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 7 Location: El Camino Real Between Tamarack Avenue and Kelly Drive Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 16 8 12:00 227 169 00:15 11 9 12:15 178 185 00:30 7 11 12:30 186 196 00:45 11 45 9 37 82 12:45 189 780 205 755 1535 01:00 13 5 13:00 194 207 01:15 9 7 13:15 169 201 01:30 7 4 13:30 169 162 01:45 3 32 8 24 56 13:45 174 706 161 731 1437 02:00 5 3 14:00 162 161 02:15 3 5 14:15 243 168 02:30 5 5 14:30 229 187 02:45 4 17 1 14 31 14:45 229 863 177 693 1556 03:00 3 4 15:00 231 156 03:15 2 13 15:15 274 164 03:30 5 9 15:30 269 172 03:45 4141339 53 15:45 285 1059 165 657 1716 04:00 10 30 16:00 281 172 04:15 5 47 16:15 343 182 04:30 8 51 16:30 373 170 04:45 9 32 30 158 190 16:45 390 1387 182 706 2093 05:00 13 50 17:00 424 157 05:15 16 109 17:15 384 174 05:30 20 143 17:30 298 150 05:45 27 76 99 401 477 17:45 253 1359 148 629 1988 06:00 24 144 18:00 226 113 06:15 37 203 18:15 181 116 06:30 57 243 18:30 175 119 06:45 69 187 202 792 979 18:45 162 744 109 457 1201 07:00 83 285 19:00 145 107 07:15 76 348 19:15 129 84 07:30 82 440 19:30 120 75 07:45 123 364 312 1385 1749 19:45 109 503 86 352 855 08:00 106 272 20:00 74 76 08:15 100 256 20:15 86 78 08:30 101 238 20:30 76 78 08:45 107 414 171 937 1351 20:45 72 308 62 294 602 09:00 119 189 21:00 87 58 09:15 140 153 21:15 66 52 09:30 136 137 21:30 55 44 09:45 116 511 169 648 1159 21:45 62 270 40 194 464 10:00 137 142 22:00 41 35 10:15 150 155 22:15 47 32 10:30 139 135 22:30 43 26 10:45 165 591 142 574 1165 22:45 46 177 25 118 295 11:00 147 152 23:00 20 13 11:15 201 146 23:15 32 16 11:30 211 159 23:30 16 8 11:45 238 797 179 636 1433 23:45 33 101 13 50 151 Total Vol.3080 5645 8725 8257 5636 13893 NB SB Combined 11337 11281 22618 Split %35.3% 64.7%38.6%59.4% 40.6%61.4% Peak Hour 11:15 07:00 07:15 16:30 12:30 16:30 Volume 877 1385 1759 1571 809 2254 P.H.F.0.92 0.79 0.84 0.93 0.98 0.97 DAY 1 El Camino Real btwn. Kelly Dr. & Tamarack Ave. PM Project#Tuesday, July 07, 2009 AM Daily Totals 09-5084-007 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 23 8 12:00 219 192 00:15 15 8 12:15 203 204 00:30 6 15 12:30 204 205 00:45 11 55 6 37 92 12:45 170 796 200 801 1597 01:00 4 6 13:00 203 205 01:15 2 4 13:15 180 209 01:30 2 11 13:30 163 196 01:45 3 11 6 27 38 13:45 151 697 193 803 1500 02:00 3 4 14:00 168 161 02:15 7 4 14:15 206 168 02:30 7 1 14:30 234 163 02:45 3 20 5 14 34 14:45 255 863 191 683 1546 03:00 3 12 15:00 237 144 03:15 4 9 15:15 273 171 03:30 4 12 15:30 284 151 03:45 6 17 8 41 58 15:45 256 1050 149 615 1665 04:00 7 28 16:00 314 152 04:15 9 56 16:15 349 141 04:30 9 55 16:30 377 151 04:45 7 32 35 174 206 16:45 407 1447 200 644 2091 05:00 11 57 17:00 460 185 05:15 17 115 17:15 319 167 05:30 18 143 17:30 303 159 05:45 28 74 97 412 486 17:45 222 1304 155 666 1970 06:00 34 143 18:00 224 141 06:15 50 192 18:15 203 120 06:30 70 279 18:30 179 115 06:45 62 216 205 819 1035 18:45 145 751 100 476 1227 07:00 74 268 19:00 153 114 07:15 98 351 19:15 125 109 07:30 96 432 19:30 135 89 07:45 137 405 309 1360 1765 19:45 120 533 76 388 921 08:00 93 296 20:00 74 78 08:15 102 235 20:15 93 76 08:30 105 247 20:30 95 69 08:45 130 430 196 974 1404 20:45 77 339 65 288 627 09:00 112 197 21:00 77 66 09:15 139 177 21:15 60 56 09:30 131 170 21:30 53 48 09:45 132 514 145 689 1203 21:45 60 250 41 211 461 10:00 131 154 22:00 34 26 10:15 197 155 22:15 37 30 10:30 144 146 22:30 50 36 10:45 153 625 151 606 1231 22:45 49 170 16 108 278 11:00 162 155 23:00 33 22 11:15 190 153 23:15 27 11 11:30 198 174 23:30 15 13 11:45 234 784 157 639 1423 23:45 31 106 6 52 158 Total Vol.3183 5792 8975 8306 5735 14041 NB SB Combined 11489 11527 23016 Split %35.5% 64.5%39.0%59.2% 40.8%61.0% Peak Hour 11:45 07:15 07:15 16:15 12:30 16:15 Volume 860 1388 1812 1593 819 2270 P.H.F.0.92 0.80 0.86 0.87 0.98 0.88 09-5084-007 Daily Totals DAY 2 Project#Wednesday, July 08, 2009 El Camino Real btwn. Kelly Dr. & Tamarack Ave. AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 20 8 12:00 223 181 00:15 13 9 12:15 191 195 00:30 7 13 12:30 195 201 00:45 11 50 8 37 87 12:45 180 788 203 778 1566 01:00 9 6 13:00 199 206 01:15 6 6 13:15 175 205 01:30 5 8 13:30 166 179 01:45 3 22 7 26 47 13:45 163 702 177 767 1469 02:00 4 4 14:00 165 161 02:15 5 5 14:15 225 168 02:30 6 3 14:30 232 175 02:45 4 19 3 14 33 14:45 242 863 184 688 1551 03:00 3 8 15:00 234 150 03:15 3 11 15:15 274 168 03:30 5 11 15:30 277 162 03:45 5161140 56 15:45 271 1055 157 636 1691 04:00 9 29 16:00 298 162 04:15 7 52 16:15 346 162 04:30 9 53 16:30 375 161 04:45 8 32 33 166 198 16:45 399 1417 191 675 2092 05:00 12 54 17:00 442 171 05:15 17 112 17:15 352 171 05:30 19 143 17:30 301 155 05:45 28 75 98 407 482 17:45 238 1332 152 648 1979 06:00 29 144 18:00 225 127 06:15 44 198 18:15 192 118 06:30 64 261 18:30 177 117 06:45 66 202 204 806 1007 18:45 154 748 105 467 1214 07:00 79 277 19:00 149 111 07:15 87 350 19:15 127 97 07:30 89 436 19:30 128 82 07:45 130 385 311 1373 1757 19:45 115 518 81 370 888 08:00 100 284 20:00 74 77 08:15 101 246 20:15 90 77 08:30 103 243 20:30 86 74 08:45 119 422 184 956 1378 20:45 75 324 64 291 615 09:00 116 193 21:00 82 62 09:15 140 165 21:15 63 54 09:30 134 154 21:30 54 46 09:45 124 513 157 669 1181 21:45 61 260 41 203 463 10:00 134 148 22:00 38 31 10:15 174 155 22:15 42 31 10:30 142 141 22:30 47 31 10:45 159 608 147 590 1198 22:45 48 174 21 113 287 11:00 155 154 23:00 27 18 11:15 196 150 23:15 30 14 11:30 205 167 23:30 16 11 11:45 236 791 168 638 1428 23:45 32 104 10 51 155 Total Vol.3132 5719 8850 8282 5686 13967 NB SB Combined 11413 11404 22817 Split %35.4% 64.6%38.8%59.3% 40.7%61.2% Peak Hour 11:15 07:15 07:15 16:30 12:30 16:30 Volume 859 1380 1786 1567 814 2260 P.H.F.0.91 0.79 0.85 0.89 0.99 0.92 09-5084-007Project#Tuesday, July 07, 2009 Wednesday, July 08, 2009 El Camino Real btwn. Kelly Dr. & Tamarack Ave. AM PM Daily Totals 2-DAY AVERAGE Tuesday,07End Time Tue01:00 8202:00 5603:00 3104:00 5305:00 19006:00 47707:00 97908:00 174909:00 135110:00 115911:00 116512:00 143313:00 153514:00 143715:00 155616:00 171617:00 209318:00 198819:00 120120:00 85521:00 60222:00 46423:00 29524:00 151Total 22618* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Tamarack Avenue and Kelly DriveJuly 7, 2009El Camino Real Between Tamarack Avenue and Kelly Drive 825631531904779791749135111591165143315351437155617162093198812018556024642951510250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,08End Time Wed01:00 9202:00 3803:00 3404:00 5805:00 20606:00 48607:00 103508:00 176509:00 140410:00 120311:00 123112:00 142313:00 159714:00 150015:00 154616:00 166517:00 209118:00 197019:00 122720:00 92121:00 62722:00 46123:00 27824:00 158Total 23016* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Tamarack Avenue and Kelly DriveJuly 8, 2009El Camino Real Between Tamarack Avenue and Kelly Drive9238345820648610351765140412031231142315971500154616652091197012279216274612781580250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 8 Location: El Camino Real Between Faraday Avenue and Palomar Airport Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 14 21 12:00 229 239 00:15 8 9 12:15 260 245 00:30 10 9 12:30 255 238 00:45 7391655 94 12:45 273 1017 233 955 1972 01:00 2 10 13:00 233 293 01:15 8 14 13:15 227 261 01:30 3 4 13:30 230 209 01:45 6 19 7 35 54 13:45 197 887 231 994 1881 02:00 4 5 14:00 203 220 02:15 6 4 14:15 237 255 02:30 5 2 14:30 196 242 02:45 7 22 3 14 36 14:45 230 866 225 942 1808 03:00 7 4 15:00 187 204 03:15 10 8 15:15 244 267 03:30 11 12 15:30 202 277 03:45 14 42 8 32 74 15:45 230 863 319 1067 1930 04:00 39 15 16:00 260 241 04:15 30 25 16:15 292 343 04:30 43 28 16:30 251 288 04:45 34 146 31 99 245 16:45 312 1115 370 1242 2357 05:00 47 35 17:00 293 353 05:15 88 63 17:15 257 338 05:30 129 117 17:30 241 292 05:45 79 343 92 307 650 17:45 216 1007 259 1242 2249 06:00 112 104 18:00 201 211 06:15 114 156 18:15 160 186 06:30 176 156 18:30 135 191 06:45 203 605 154 570 1175 18:45 135 631 159 747 1378 07:00 229 193 19:00 120 128 07:15 313 214 19:15 108 110 07:30 322 292 19:30 129 98 07:45 290 1154 263 962 2116 19:45 101 458 96 432 890 08:00 237 226 20:00 86 103 08:15 240 243 20:15 73 82 08:30 238 225 20:30 87 86 08:45 227 942 208 902 1844 20:45 79 325 62 333 658 09:00 221 186 21:00 76 59 09:15 228 186 21:15 71 49 09:30 200 211 21:30 52 45 09:45 159 808 174 757 1565 21:45 59 258 51 204 462 10:00 175 182 22:00 45 37 10:15 173 177 22:15 34 41 10:30 159 181 22:30 41 27 10:45 185 692 215 755 1447 22:45 30 150 32 137 287 11:00 213 225 23:00 23 32 11:15 215 247 23:15 35 23 11:30 243 258 23:30 24 15 11:45 234 905 282 1012 1917 23:45 19 101 23 93 194 Total Vol.5717 5500 11217 7678 8388 16066 NB SB Combined 13395 13888 27283 Split %51.0% 49.0%41.1%47.8% 52.2%58.9% Peak Hour 07:15 11:15 07:15 16:15 16:15 16:15 Volume 1162 1026 2157 1148 1354 2502 P.H.F.0.90 0.91 0.88 0.92 0.91 0.92 El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. PM Project#Tuesday, July 07, 2009 AM Daily Totals 09-5084-008 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 10 26 12:00 255 225 00:15 10 10 12:15 264 232 00:30 7 8 12:30 271 214 00:45 8351256 91 12:45 251 1041 241 912 1953 01:00 6 9 13:00 252 235 01:15 7 5 13:15 235 230 01:30 2 3 13:30 208 225 01:45 7221027 49 13:45 226 921 230 920 1841 02:00 4 8 14:00 214 223 02:15 4 4 14:15 233 274 02:30 7 5 14:30 218 231 02:45 2 17 7 24 41 14:45 244 909 250 978 1887 03:00 4 10 15:00 206 207 03:15 11 9 15:15 227 248 03:30 12 11 15:30 221 239 03:45 10 37 2 32 69 15:45 245 899 288 982 1881 04:00 43 11 16:00 238 249 04:15 39 29 16:15 314 281 04:30 40 27 16:30 275 242 04:45 23 145 29 96 241 16:45 342 1169 425 1197 2366 05:00 47 46 17:00 289 335 05:15 84 57 17:15 247 329 05:30 129 113 17:30 206 284 05:45 99 359 78 294 653 17:45 187 929 259 1207 2136 06:00 108 102 18:00 177 219 06:15 122 144 18:15 181 207 06:30 184 171 18:30 130 173 06:45 165 579 168 585 1164 18:45 121 609 143 742 1351 07:00 240 204 19:00 141 143 07:15 290 219 19:15 103 122 07:30 331 269 19:30 113 109 07:45 284 1145 264 956 2101 19:45 79 436 103 477 913 08:00 260 208 20:00 91 84 08:15 219 218 20:15 67 82 08:30 278 253 20:30 75 76 08:45 272 1029 212 891 1920 20:45 86 319 75 317 636 09:00 194 220 21:00 81 67 09:15 189 178 21:15 57 44 09:30 177 197 21:30 72 60 09:45 179 739 168 763 1502 21:45 52 262 35 206 468 10:00 192 175 22:00 45 45 10:15 172 201 22:15 40 37 10:30 200 180 22:30 44 37 10:45 185 749 212 768 1517 22:45 32 161 23 142 303 11:00 181 230 23:00 24 30 11:15 210 239 23:15 31 17 11:30 221 280 23:30 14 15 11:45 223 835 307 1056 1891 23:45 10 79 12 74 153 Total Vol.5691 5548 11239 7734 8154 15888 NB SB Combined 13425 13702 27127 Split %50.6% 49.4%41.4%48.7% 51.3%58.6% Peak Hour 07:15 11:00 07:15 16:15 16:45 16:15 Volume 1165 1056 2125 1220 1373 2503 P.H.F.0.88 0.86 0.89 0.89 0.81 0.82 AM PM Project#Wednesday, July 08, 2009 El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. 09-5084-008 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 12 24 12:00 242 232 00:15 9 10 12:15 262 239 00:30 9 9 12:30 263 226 00:45 8371456 93 12:45 262 1029 237 934 1963 01:00 4 10 13:00 243 264 01:15 8 10 13:15 231 246 01:30 3 4 13:30 219 217 01:45 7 21 9 31 52 13:45 212 904 231 957 1861 02:00 4 7 14:00 209 222 02:15 5 4 14:15 235 265 02:30 6 4 14:30 207 237 02:45 5 20 5 19 39 14:45 237 888 238 960 1848 03:00 6 7 15:00 197 206 03:15 11 9 15:15 236 258 03:30 12 12 15:30 212 258 03:45 12 40 5 32 72 15:45 238 881 304 1025 1906 04:00 41 13 16:00 249 245 04:15 35 27 16:15 303 312 04:30 42 28 16:30 263 265 04:45 29 146 30 98 243 16:45 327 1142 398 1220 2362 05:00 47 41 17:00 291 344 05:15 86 60 17:15 252 334 05:30 129 115 17:30 224 288 05:45 89 351 85 301 652 17:45 202 968 259 1225 2193 06:00 110 103 18:00 189 215 06:15 118 150 18:15 171 197 06:30 180 164 18:30 133 182 06:45 184 592 161 578 1170 18:45 128 620 151 745 1365 07:00 235 199 19:00 131 136 07:15 302 217 19:15 106 116 07:30 327 281 19:30 121 104 07:45 287 1150 264 959 2109 19:45 90 447 100 455 902 08:00 249 217 20:00 89 94 08:15 230 231 20:15 70 82 08:30 258 239 20:30 81 81 08:45 250 986 210 897 1882 20:45 83 322 69 325 647 09:00 208 203 21:00 79 63 09:15 209 182 21:15 64 47 09:30 189 204 21:30 62 53 09:45 169 774 171 760 1534 21:45 56 260 43 205 465 10:00 184 179 22:00 45 41 10:15 173 189 22:15 37 39 10:30 180 181 22:30 43 32 10:45 185 721 214 762 1482 22:45 31 156 28 140 295 11:00 197 228 23:00 24 31 11:15 213 243 23:15 33 20 11:30 232 269 23:30 19 15 11:45 229 870 295 1034 1904 23:45 15 90 18 84 174 Total Vol.5704 5524 11228 7706 8271 15977 NB SB Combined 13410 13795 27205 Split %50.8% 49.2%41.3%48.2% 51.8%58.7% Peak Hour 07:15 11:15 07:15 16:15 16:45 16:15 Volume 1164 1039 2141 1184 1363 2503 P.H.F.0.89 0.88 0.88 0.91 0.86 0.86 Daily Totals 2-DAY AVERAGE AM PM 09-5084-008Project#Tuesday, July 07, 2009 Wednesday, July 08, 2009 El Camino Real btwn. Faraday Ave. & Palomar Airport Rd. Tuesday,07End Time Tue01:00 9402:00 5403:00 3604:00 7405:00 24506:00 65007:00 117508:00 211609:00 184410:00 156511:00 144712:00 191713:00 197214:00 188115:00 180816:00 193017:00 235718:00 224919:00 137820:00 89021:00 65822:00 46223:00 28724:00 194Total 27283* - Volumes represent combined totals of both directions.24-Hour Volume PlotEL Camino RealBetween Faraday Avenue and Palomar Airport RoadJuly 7, 2009El Camino Real Between Faraday Avenue and Palomar Airport Road9454367424565011752116184415651447191719721881180819302357224913788906584622871940250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,08End Time Wed01:00 9102:00 4903:00 4104:00 6905:00 24106:00 65307:00 116408:00 210109:00 192010:00 150211:00 151712:00 189113:00 195314:00 184115:00 188716:00 188117:00 236618:00 213619:00 135120:00 91321:00 63622:00 46823:00 30324:00 153Total 27127* - Volumes represent combined totals of both directions.24-Hour Volume PlotEL Camino RealBetween Faraday Avenue and Palomar Airport RoadJuly 8, 2009El Camino Real Between Faraday Avenue and Palomar Airport Road9149416924165311642101192015021517189119531841188718812366213613519136364683031530250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 9 Location: El Camino Real Between Camino Vida Roble and Cassia Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 13 14 12:00 254 306 00:15 11 10 12:15 254 223 00:30 4 4 12:30 312 234 00:45 15 43 3 31 74 12:45 254 1074 267 1030 2104 01:00 8 5 13:00 310 240 01:15 5 4 13:15 296 229 01:30 5 6 13:30 250 203 01:45 8261732 58 13:45 209 1065 197 869 1934 02:00 6 11 14:00 261 209 02:15 4 11 14:15 255 210 02:30 15 17 14:30 242 206 02:45 6311756 87 14:45 223 981 245 870 1851 03:00 4 18 15:00 246 256 03:15 13 13 15:15 226 271 03:30 5 8 15:30 213 264 03:45 12 34 5 44 78 15:45 221 906 334 1125 2031 04:00 13 10 16:00 244 302 04:15 17 21 16:15 254 355 04:30 20 24 16:30 280 375 04:45 39 89 19 74 163 16:45 258 1036 484 1516 2552 05:00 45 22 17:00 257 447 05:15 49 28 17:15 245 395 05:30 83 47 17:30 216 349 05:45 72 249 51 148 397 17:45 181 899 321 1512 2411 06:00 102 63 18:00 179 305 06:15 127 92 18:15 166 236 06:30 195 127 18:30 197 206 06:45 183 607 116 398 1005 18:45 162 704 195 942 1646 07:00 271 136 19:00 151 185 07:15 344 164 19:15 126 128 07:30 446 127 19:30 110 154 07:45 340 1401 175 602 2003 19:45 126 513 136 603 1116 08:00 303 174 20:00 100 118 08:15 329 150 20:15 99 105 08:30 357 173 20:30 79 81 08:45 243 1232 166 663 1895 20:45 96 374 78 382 756 09:00 240 160 21:00 66 78 09:15 254 173 21:15 70 70 09:30 230 173 21:30 66 62 09:45 212 936 186 692 1628 21:45 77 279 45 255 534 10:00 213 180 22:00 60 53 10:15 213 210 22:15 38 39 10:30 221 196 22:30 40 39 10:45 201 848 212 798 1646 22:45 41 179 40 171 350 11:00 175 206 23:00 28 18 11:15 233 291 23:15 30 23 11:30 232 305 23:30 24 20 11:45 235 875 314 1116 1991 23:45 21 103 18 79 182 Total Vol.6371 4654 11025 8113 9354 17467 NB SB Combined 14484 14008 28492 Split %57.8% 42.2%38.7%46.4% 53.6%61.3% Peak Hour 07:15 11:15 11:15 12:30 16:30 16:30 Volume 1433 1216 2170 1172 1701 2741 P.H.F.0.80 0.97 0.97 0.94 0.88 0.92 El Camino Real btwn. Camino Vida Roble & Cassia Rd. PM Project#Tuesday, August 04, 2009 AM Daily Totals 09-5084-009 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 18 25 12:00 240 270 00:15 14 16 12:15 293 283 00:30 6 10 12:30 307 245 00:45 12 50 6 57 107 12:45 284 1124 222 1020 2144 01:00 9 5 13:00 297 214 01:15 6 7 13:15 272 234 01:30 10 6 13:30 249 201 01:45 7 32 7 25 57 13:45 204 1022 195 844 1866 02:00 3 14 14:00 252 231 02:15 3 17 14:15 225 222 02:30 11 13 14:30 207 217 02:45 5 22 8 52 74 14:45 200 884 262 932 1816 03:00 3 13 15:00 237 191 03:15 9 13 15:15 227 274 03:30 4 18 15:30 229 280 03:45 7 23 6 50 73 15:45 210 903 292 1037 1940 04:00 12 11 16:00 244 309 04:15 24 23 16:15 230 376 04:30 23 20 16:30 216 380 04:45 29 88 23 77 165 16:45 253 943 442 1507 2450 05:00 35 25 17:00 219 404 05:15 62 30 17:15 221 289 05:30 76 43 17:30 224 339 05:45 67 240 51 149 389 17:45 179 843 254 1286 2129 06:00 101 61 18:00 186 210 06:15 114 105 18:15 166 172 06:30 192 89 18:30 113 179 06:45 164 571 145 400 971 18:45 168 633 184 745 1378 07:00 243 117 19:00 145 183 07:15 349 152 19:15 123 137 07:30 444 131 19:30 127 132 07:45 327 1363 168 568 1931 19:45 111 506 130 582 1088 08:00 317 152 20:00 106 119 08:15 312 171 20:15 104 118 08:30 349 185 20:30 78 120 08:45 279 1257 150 658 1915 20:45 103 391 92 449 840 09:00 245 173 21:00 86 81 09:15 221 205 21:15 65 71 09:30 234 171 21:30 73 57 09:45 224 924 178 727 1651 21:45 63 287 59 268 555 10:00 194 172 22:00 71 43 10:15 217 217 22:15 39 46 10:30 205 196 22:30 29 34 10:45 192 808 231 816 1624 22:45 42 181 30 153 334 11:00 223 227 23:00 27 31 11:15 224 289 23:15 24 15 11:30 231 256 23:30 14 19 11:45 231 909 346 1118 2027 23:45 17 82 15 80 162 Total Vol.6287 4697 10984 7799 8903 16702 NB SB Combined 14086 13600 27686 Split %57.2% 42.8%39.7%46.7% 53.3%60.3% Peak Hour 07:15 11:15 11:45 12:15 16:15 16:15 Volume 1437 1161 2215 1181 1602 2520 P.H.F.0.81 0.84 0.96 0.96 0.91 0.91 AM PM Project#Wednesday, August 05, 2009 El Camino Real btwn. Camino Vida Roble & Cassia Rd. 09-5084-009 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 16 20 12:00 247 288 00:15 13 13 12:15 274 253 00:30 5 7 12:30 310 240 00:45 14 47 5 44 91 12:45 269 1099 245 1025 2124 01:00 9 5 13:00 304 227 01:15 6 6 13:15 284 232 01:30 8 6 13:30 250 202 01:45 8291229 58 13:45 207 1044 196 857 1900 02:00 5 13 14:00 257 220 02:15 4 14 14:15 240 216 02:30 13 15 14:30 225 212 02:45 6271354 81 14:45 212 933 254 901 1834 03:00 4 16 15:00 242 224 03:15 11 13 15:15 227 273 03:30 5 13 15:30 221 272 03:45 10 29 6 47 76 15:45 216 905 313 1081 1986 04:00 13 11 16:00 244 306 04:15 21 22 16:15 242 366 04:30 22 22 16:30 248 378 04:45 34 89 21 76 164 16:45 256 990 463 1512 2501 05:00 40 24 17:00 238 426 05:15 56 29 17:15 233 342 05:30 80 45 17:30 220 344 05:45 70 245 51 149 393 17:45 180 871 288 1399 2270 06:00 102 62 18:00 183 258 06:15 121 99 18:15 166 204 06:30 194 108 18:30 155 193 06:45 174 589 131 399 988 18:45 165 669 190 844 1512 07:00 257 127 19:00 148 184 07:15 347 158 19:15 125 133 07:30 445 129 19:30 119 143 07:45 334 1382 172 585 1967 19:45 119 510 133 593 1102 08:00 310 163 20:00 103 119 08:15 321 161 20:15 102 112 08:30 353 179 20:30 79 101 08:45 261 1245 158 661 1905 20:45 100 383 85 416 798 09:00 243 167 21:00 76 80 09:15 238 189 21:15 68 71 09:30 232 172 21:30 70 60 09:45 218 930 182 710 1640 21:45 70 283 52 262 545 10:00 204 176 22:00 66 48 10:15 215 214 22:15 39 43 10:30 213 196 22:30 35 37 10:45 197 828 222 807 1635 22:45 42 180 35 162 342 11:00 199 217 23:00 28 25 11:15 229 290 23:15 27 19 11:30 232 281 23:30 19 20 11:45 233 892 330 1117 2009 23:45 19 93 17 80 172 Total Vol.6329 4676 11005 7956 9129 17085 NB SB Combined 14285 13804 28089 Split %57.5% 42.5%39.2%46.6% 53.4%60.8% Peak Hour 07:15 11:15 11:45 12:30 16:15 16:15 Volume 1435 1189 2174 1166 1632 2615 P.H.F.0.81 0.90 0.97 0.94 0.88 0.91 Daily Totals 2-DAY AVERAGE AM PM 09-5084-009Project#Tuesday, August 04, 2009 Wednesday, August 05, 2009 El Camino Real btwn. Camino Vida Roble & Cassia Rd. Tuesday,04End Time Tue01:00 7402:00 5803:00 8704:00 7805:00 16306:00 39707:00 100508:00 200309:00 189510:00 162811:00 164612:00 199113:00 210414:00 193415:00 185116:00 203117:00 255218:00 241119:00 164620:00 111621:00 75622:00 53423:00 35024:00 182Total 28492* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Camino Vida Roble and Cassia RoadAugust 4, 2009El Camino Real Between Camino Vida Roble and Cassia Road74588778163397100520031895162816461991210419341851203125522411164611167565343501820250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,05End Time Wed01:00 10702:00 5703:00 7404:00 7305:00 16506:00 38907:00 97108:00 193109:00 191510:00 165111:00 162412:00 202713:00 214414:00 186615:00 181616:00 194017:00 245018:00 212919:00 137820:00 108821:00 84022:00 55523:00 33424:00 162Total 27686* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Camino Vida Roble and Cassia RoadAugust 5, 2009El Camino Real Between Camino Vida Roble and Cassia Road10757747316538997119311915165116242027214418661816194024502129137810888405553341620250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 10 Location: El Camino Real Between Arenal Road and Costa Del Mar Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 25 17 12:00 352 410 00:15 21 14 12:15 328 422 00:30 16 17 12:30 391 400 00:45 16 78 7 55 133 12:45 380 1451 360 1592 3043 01:00 17 9 13:00 377 358 01:15 13 7 13:15 346 376 01:30 10 6 13:30 348 333 01:45 8 48 4 26 74 13:45 323 1394 373 1440 2834 02:00 12 7 14:00 335 347 02:15 8 14 14:15 405 356 02:30 10 11 14:30 348 382 02:45 7371244 81 14:45 383 1471 369 1454 2925 03:00 9 20 15:00 385 371 03:15 9 17 15:15 368 384 03:30 10 17 15:30 373 396 03:45 11 39 8 62 101 15:45 441 1567 401 1552 3119 04:00 10 13 16:00 371 434 04:15 19 31 16:15 458 443 04:30 23 51 16:30 437 437 04:45 25 77 41 136 213 16:45 480 1746 457 1771 3517 05:00 30 64 17:00 472 508 05:15 47 93 17:15 455 459 05:30 66 137 17:30 433 427 05:45 61 204 131 425 629 17:45 404 1764 416 1810 3574 06:00 97 182 18:00 392 375 06:15 105 220 18:15 374 348 06:30 181 264 18:30 348 301 06:45 189 572 306 972 1544 18:45 322 1436 261 1285 2721 07:00 251 379 19:00 296 231 07:15 295 401 19:15 265 249 07:30 371 411 19:30 286 163 07:45 301 1218 409 1600 2818 19:45 256 1103 161 804 1907 08:00 330 387 20:00 270 164 08:15 330 441 20:15 251 157 08:30 338 418 20:30 221 146 08:45 290 1288 356 1602 2890 20:45 236 978 147 614 1592 09:00 308 397 21:00 180 102 09:15 307 319 21:15 173 116 09:30 305 345 21:30 143 89 09:45 283 1203 343 1404 2607 21:45 154 650 101 408 1058 10:00 259 323 22:00 101 89 10:15 296 356 22:15 115 67 10:30 297 318 22:30 76 53 10:45 312 1164 340 1337 2501 22:45 78 370 48 257 627 11:00 314 325 23:00 57 31 11:15 366 394 23:15 52 33 11:30 360 380 23:30 51 30 11:45 350 1390 424 1523 2913 23:45 38 198 25 119 317 Total Vol.7318 9186 16504 14128 13106 27234 NB SB Combined 21446 22292 43738 Split %44.3% 55.7%37.7%51.9% 48.1%62.3% Peak Hour 11:15 11:45 11:45 16:15 16:30 16:30 Volume 1428 1656 3077 1847 1861 3705 P.H.F.0.98 0.98 0.97 0.96 0.92 0.95 El Camino Real btwn. Arenal Rd. & Costa del Mar Rd. PM Project#Tuesday, July 21, 2009 AM Daily Totals 09-5084-010 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 36 21 12:00 331 463 00:15 22 19 12:15 342 419 00:30 22 7 12:30 345 431 00:45 12 92 15 62 154 12:45 347 1365 371 1684 3049 01:00 15 15 13:00 347 379 01:15 17 9 13:15 351 353 01:30 13 7 13:30 325 354 01:45 8 53 6 37 90 13:45 332 1355 354 1440 2795 02:00 4 10 14:00 357 371 02:15 14 9 14:15 320 419 02:30 12 11 14:30 372 368 02:45 4341040 74 14:45 388 1437 381 1539 2976 03:00 6 16 15:00 378 394 03:15 4 13 15:15 373 395 03:30 11 21 15:30 386 393 03:45 11 32 8 58 90 15:45 378 1515 440 1622 3137 04:00 5 17 16:00 381 419 04:15 13 31 16:15 391 413 04:30 17 47 16:30 452 423 04:45 21 56 42 137 193 16:45 434 1658 488 1743 3401 05:00 35 77 17:00 479 520 05:15 50 95 17:15 464 563 05:30 66 107 17:30 434 542 05:45 62 213 153 432 645 17:45 440 1817 517 2142 3959 06:00 100 176 18:00 416 484 06:15 111 228 18:15 373 356 06:30 176 253 18:30 399 328 06:45 183 570 303 960 1530 18:45 312 1500 232 1400 2900 07:00 222 350 19:00 265 251 07:15 303 363 19:15 286 214 07:30 351 399 19:30 300 180 07:45 267 1143 398 1510 2653 19:45 270 1121 177 822 1943 08:00 326 408 20:00 263 147 08:15 311 434 20:15 237 180 08:30 337 389 20:30 221 168 08:45 352 1326 381 1612 2938 20:45 224 945 158 653 1598 09:00 314 362 21:00 217 125 09:15 320 355 21:15 181 99 09:30 294 352 21:30 185 109 09:45 282 1210 369 1438 2648 21:45 126 709 91 424 1133 10:00 293 336 22:00 124 78 10:15 321 330 22:15 95 64 10:30 302 376 22:30 92 48 10:45 309 1225 398 1440 2665 22:45 80 391 54 244 635 11:00 309 368 23:00 74 39 11:15 330 393 23:15 63 40 11:30 341 427 23:30 59 28 11:45 318 1298 408 1596 2894 23:45 59 255 23 130 385 Total Vol.7252 9322 16574 14068 13843 27911 NB SB Combined 21320 23165 44485 Split %43.8% 56.2%37.3%50.4% 49.6%62.7% Peak Hour 11:45 11:45 11:45 16:30 17:00 17:00 Volume 1336 1721 3057 1829 2142 3959 P.H.F.0.97 0.93 0.96 0.95 0.95 0.96 AM PM Project#Wednesday, July 22, 2009 El Camino Real btwn. Arenal Rd. & Costa del Mar Rd. 09-5084-010 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 31 19 12:00 342 437 00:15 22 17 12:15 335 421 00:30 19 12 12:30 368 416 00:45 14 85 11 59 144 12:45 364 1408 366 1638 3046 01:00 16 12 13:00 362 369 01:15 15 8 13:15 349 365 01:30 12 7 13:30 337 344 01:45 8 51 5 32 82 13:45 328 1375 364 1440 2815 02:00 8 9 14:00 346 359 02:15 11 12 14:15 363 388 02:30 11 11 14:30 360 375 02:45 6361142 78 14:45 386 1454 375 1497 2951 03:00 8 18 15:00 382 383 03:15 7 15 15:15 371 390 03:30 11 19 15:30 380 395 03:45 11 36 8 60 96 15:45 410 1541 421 1587 3128 04:00 8 15 16:00 376 427 04:15 16 31 16:15 425 428 04:30 20 49 16:30 445 430 04:45 23 67 42 137 203 16:45 457 1702 473 1757 3459 05:00 33 71 17:00 476 514 05:15 49 94 17:15 460 511 05:30 66 122 17:30 434 485 05:45 62 209 142 429 637 17:45 422 1791 467 1976 3767 06:00 99 179 18:00 404 430 06:15 108 224 18:15 374 352 06:30 179 259 18:30 374 315 06:45 186 571 305 966 1537 18:45 317 1468 247 1343 2811 07:00 237 365 19:00 281 241 07:15 299 382 19:15 276 232 07:30 361 405 19:30 293 172 07:45 284 1181 404 1555 2736 19:45 263 1112 169 813 1925 08:00 328 398 20:00 267 156 08:15 321 438 20:15 244 169 08:30 338 404 20:30 221 157 08:45 321 1307 369 1607 2914 20:45 230 962 153 634 1595 09:00 311 380 21:00 199 114 09:15 314 337 21:15 177 108 09:30 300 349 21:30 164 99 09:45 283 1207 356 1421 2628 21:45 140 680 96 416 1096 10:00 276 330 22:00 113 84 10:15 309 343 22:15 105 66 10:30 300 347 22:30 84 51 10:45 311 1195 369 1389 2583 22:45 79 381 51 251 631 11:00 312 347 23:00 66 35 11:15 348 394 23:15 58 37 11:30 351 404 23:30 55 29 11:45 334 1344 416 1560 2904 23:45 49 227 24 125 351 Total Vol.7285 9254 16539 14098 13475 27573 NB SB Combined 21383 22729 44112 Split %44.0% 56.0%37.5%51.1% 48.9%62.5% Peak Hour 11:45 11:45 11:45 16:30 16:45 16:45 Volume 1379 1689 3067 1837 1982 3808 P.H.F.0.94 0.97 0.98 0.97 0.96 0.96 Daily Totals 2-DAY AVERAGE AM PM 09-5084-010Project#Tuesday, July 21, 2009 Wednesday, July 22, 2009 El Camino Real btwn. Arenal Rd. & Costa del Mar Rd. Tuesday,21End Time Tue01:00 13302:00 7403:00 8104:00 10105:00 21306:00 62907:00 154408:00 281809:00 289010:00 260711:00 250112:00 291313:00 304314:00 283415:00 292516:00 311917:00 351718:00 357419:00 272120:00 190721:00 159222:00 105823:00 62724:00 317Total 43738* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Arenal Road and Costa Del Mar RoadJuly 21, 2009El Camino Real Between Arenal Road and Costa Del Mar Road1337481101213629154428182890260725012913304328342925311935173574272119071592105862731702505007501000125015001750200022502500275030003250350037504000425045004750500001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,22End Time Wed01:00 15402:00 9003:00 7404:00 9005:00 19306:00 64507:00 153008:00 265309:00 293810:00 264811:00 266512:00 289413:00 304914:00 279515:00 297616:00 313717:00 340118:00 395919:00 290020:00 194321:00 159822:00 113323:00 63524:00 385Total 44485* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Arenal Road and Costa Del Mar RoadJuly 22, 2009El Camino Real Between Arenal Road and Costa Del Mar Road154907490193645153026532938264826652894304927952976313734013959290019431598113363538502505007501000125015001750200022502500275030003250350037504000425045004750500001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 11 Location: El Camino Real Between La Costa Avenue and Levante Street Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 16 12 12:00 260 355 00:15 5 10 12:15 316 332 00:30 6 11 12:30 315 304 00:45 9 36 5 38 74 12:45 286 1177 277 1268 2445 01:00 3 7 13:00 316 313 01:15 3 5 13:15 277 302 01:30 6 3 13:30 315 275 01:45 1 13 2 17 30 13:45 293 1201 281 1171 2372 02:00 8 8 14:00 286 272 02:15 2 7 14:15 327 292 02:30 3 7 14:30 315 311 02:45 1 14 3 25 39 14:45 254 1182 278 1153 2335 03:00 4 11 15:00 326 277 03:15 4 4 15:15 317 296 03:30 4 11 15:30 369 319 03:45 4 16 6 32 48 15:45 342 1354 302 1194 2548 04:00 5 4 16:00 347 293 04:15 14 16 16:15 351 334 04:30 15 22 16:30 353 296 04:45 21 55 6 48 103 16:45 416 1467 348 1271 2738 05:00 25 24 17:00 335 373 05:15 31 40 17:15 306 351 05:30 45 54 17:30 297 315 05:45 49 150 48 166 316 17:45 274 1212 287 1326 2538 06:00 60 80 18:00 266 304 06:15 77 102 18:15 250 235 06:30 103 125 18:30 240 238 06:45 134 374 160 467 841 18:45 235 991 214 991 1982 07:00 149 220 19:00 219 195 07:15 206 249 19:15 202 188 07:30 223 296 19:30 177 162 07:45 227 805 282 1047 1852 19:45 194 792 142 687 1479 08:00 242 286 20:00 157 146 08:15 234 300 20:15 169 104 08:30 276 347 20:30 155 111 08:45 189 941 264 1197 2138 20:45 162 643 130 491 1134 09:00 250 295 21:00 100 77 09:15 237 237 21:15 100 90 09:30 237 244 21:30 71 68 09:45 247 971 247 1023 1994 21:45 78 349 70 305 654 10:00 214 254 22:00 58 56 10:15 231 267 22:15 59 48 10:30 320 285 22:30 37 46 10:45 272 1037 285 1091 2128 22:45 33 187 36 186 373 11:00 288 291 23:00 35 22 11:15 296 294 23:15 19 34 11:30 310 322 23:30 16 22 11:45 310 1204 313 1220 2424 23:45 20 90 18 96 186 Total Vol.5616 6371 11987 10645 10139 20784 NB SB Combined 16261 16510 32771 Split %46.9% 53.1%36.6%51.2% 48.8%63.4% Peak Hour 11:00 11:30 11:30 16:00 16:45 16:15 Volume 1204 1322 2518 1467 1387 2806 P.H.F.0.97 0.93 0.97 0.88 0.93 0.92 DAY 1 El Camino Real btwn. La Costa Ave. & Levante St. PM Project#Tuesday, July 21, 2009 AM Daily Totals 09-5084-011 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 15 13 12:00 306 389 00:15 9 14 12:15 302 347 00:30 10 9 12:30 303 378 00:45 8421450 92 12:45 307 1218 323 1437 2655 01:00 4 5 13:00 291 369 01:15 6 12 13:15 305 294 01:30 5 5 13:30 287 339 01:45 4 19 6 28 47 13:45 287 1170 297 1299 2469 02:00 4 4 14:00 293 329 02:15 2 6 14:15 308 317 02:30 6 7 14:30 328 346 02:45 3 15 6 23 38 14:45 339 1268 278 1270 2538 03:00 4 7 15:00 306 338 03:15 3 6 15:15 293 299 03:30 9 11 15:30 294 323 03:45 3 19 3 27 46 15:45 347 1240 306 1266 2506 04:00 2 12 16:00 305 355 04:15 13 12 16:15 330 319 04:30 11 12 16:30 278 286 04:45 18 44 7 43 87 16:45 368 1281 357 1317 2598 05:00 27 23 17:00 330 378 05:15 42 29 17:15 351 403 05:30 43 53 17:30 345 412 05:45 49 161 53 158 319 17:45 325 1351 377 1570 2921 06:00 59 76 18:00 306 370 06:15 86 129 18:15 241 305 06:30 95 121 18:30 239 289 06:45 130 370 154 480 850 18:45 193 979 234 1198 2177 07:00 174 184 19:00 204 193 07:15 221 221 19:15 198 195 07:30 207 294 19:30 193 162 07:45 180 782 305 1004 1786 19:45 181 776 147 697 1473 08:00 203 284 20:00 165 140 08:15 266 286 20:15 168 124 08:30 253 305 20:30 177 147 08:45 222 944 252 1127 2071 20:45 154 664 129 540 1204 09:00 236 241 21:00 122 86 09:15 271 283 21:15 128 93 09:30 219 291 21:30 104 86 09:45 241 967 252 1067 2034 21:45 88 442 76 341 783 10:00 247 267 22:00 59 55 10:15 249 260 22:15 53 34 10:30 268 293 22:30 48 40 10:45 245 1009 302 1122 2131 22:45 48 208 37 166 374 11:00 260 319 23:00 40 32 11:15 297 274 23:15 28 36 11:30 307 352 23:30 37 23 11:45 291 1155 326 1271 2426 23:45 36 141 21 112 253 Total Vol.5527 6400 11927 10738 11213 21951 NB SB Combined 16265 17613 33878 Split %46.3% 53.7%35.2%48.9% 51.1%64.8% Peak Hour 11:30 11:45 11:45 16:45 17:00 16:45 Volume 1206 1440 2642 1394 1570 2944 P.H.F.0.98 0.93 0.95 0.95 0.95 0.97 09-5084-011 Daily Totals DAY 2 Project#Wednesday, July 22, 2009 El Camino Real btwn. La Costa Ave. & Levante St. AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 16 13 12:00 283 372 00:15 7 12 12:15 309 340 00:30 8 10 12:30 309 341 00:45 9391044 83 12:45 297 1198 300 1353 2550 01:00 4 6 13:00 304 341 01:15 5 9 13:15 291 298 01:30 6 4 13:30 301 307 01:45 3 16 4 23 39 13:45 290 1186 289 1235 2421 02:00 6 6 14:00 290 301 02:15 2 7 14:15 318 305 02:30 5 7 14:30 322 329 02:45 2 15 5 24 39 14:45 297 1225 278 1212 2437 03:00 4 9 15:00 316 308 03:15 4 5 15:15 305 298 03:30 7 11 15:30 332 321 03:45 4 18 5 30 47 15:45 345 1297 304 1230 2527 04:00 4 8 16:00 326 324 04:15 14 14 16:15 341 327 04:30 13 17 16:30 316 291 04:45 20 50 7 46 95 16:45 392 1374 353 1294 2668 05:00 26 24 17:00 333 376 05:15 37 35 17:15 329 377 05:30 44 54 17:30 321 364 05:45 49 156 51 162 318 17:45 300 1282 332 1448 2730 06:00 60 78 18:00 286 337 06:15 82 116 18:15 246 270 06:30 99 123 18:30 240 264 06:45 132 372 157 474 846 18:45 214 985 224 1095 2080 07:00 162 202 19:00 212 194 07:15 214 235 19:15 200 192 07:30 215 295 19:30 185 162 07:45 204 794 294 1026 1819 19:45 188 784 145 692 1476 08:00 223 285 20:00 161 143 08:15 250 293 20:15 169 114 08:30 265 326 20:30 166 129 08:45 206 943 258 1162 2105 20:45 158 654 130 516 1169 09:00 243 268 21:00 111 82 09:15 254 260 21:15 114 92 09:30 228 268 21:30 88 77 09:45 244 969 250 1045 2014 21:45 83 396 73 323 719 10:00 231 261 22:00 59 56 10:15 240 264 22:15 56 41 10:30 294 289 22:30 43 43 10:45 259 1023 294 1107 2130 22:45 41 198 37 176 374 11:00 274 305 23:00 38 27 11:15 297 284 23:15 24 35 11:30 309 337 23:30 27 23 11:45 301 1180 320 1246 2425 23:45 28 116 20 104 220 Total Vol.5572 6386 11957 10692 10676 21368 NB SB Combined 16263 17062 33325 Split %46.6% 53.4%35.9%50.0% 50.0%64.1% Peak Hour 11:45 11:45 11:45 16:15 16:45 16:45 Volume 1202 1372 2574 1381 1469 2843 P.H.F.0.97 0.92 0.98 0.88 0.97 0.95 09-5084-011Project#Tuesday, July 21, 2009 Wednesday, July 22, 2009 El Camino Real btwn. La Costa Ave. & Levante St. AM PM Daily Totals 2-DAY AVERAGE Tuesday,21End Time Tue01:00 7402:00 3003:00 3904:00 4805:00 10306:00 31607:00 84108:00 185209:00 213810:00 199411:00 212812:00 242413:00 244514:00 237215:00 233516:00 254817:00 273818:00 253819:00 198220:00 147921:00 113422:00 65423:00 37324:00 186Total 32771* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween La Costa Avenue and Levante StreetJuly 21, 2009El Camino Real Between La Costa Avenue and Levante Street74303948103316841185221381994212824242445237223352548273825381982147911346543731860250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,22End Time Wed01:00 9202:00 4703:00 3804:00 4605:00 8706:00 31907:00 85008:00 178609:00 207110:00 203411:00 213112:00 242613:00 265514:00 246915:00 253816:00 250617:00 259818:00 292119:00 217720:00 147321:00 120422:00 78323:00 37424:00 253Total 33878* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween La Costa Avenue and Levante StreetJuly 22, 2009El Camino Real Between La Costa Avenue and Levante Street9247384687319850178620712034213124262655246925382506259829212177147312047833742530250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 12 Location: El Camino Real Between Levante Street and Calle Barcelona Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 14 13 12:00 252 324 00:15 2 9 12:15 274 308 00:30 3 7 12:30 310 286 00:45 11 30 10 39 69 12:45 269 1105 280 1198 2303 01:00 3 5 13:00 308 265 01:15 3 3 13:15 259 304 01:30 5 3 13:30 296 237 01:45 1 12 1 12 24 13:45 278 1141 272 1078 2219 02:00 5 7 14:00 275 250 02:15 2 7 14:15 308 290 02:30 4 5 14:30 295 281 02:45 2 13 3 22 35 14:45 281 1159 250 1071 2230 03:00 4 9 15:00 282 283 03:15 4 5 15:15 305 265 03:30 4 9 15:30 351 296 03:45 4 16 5 28 44 15:45 344 1282 268 1112 2394 04:00 3 4 16:00 331 246 04:15 9 17 16:15 339 310 04:30 13 20 16:30 340 280 04:45 17 42 8 49 91 16:45 394 1404 296 1132 2536 05:00 22 22 17:00 343 336 05:15 24 40 17:15 310 308 05:30 42 53 17:30 288 290 05:45 38 126 60 175 301 17:45 272 1213 257 1191 2404 06:00 47 66 18:00 250 240 06:15 56 92 18:15 235 239 06:30 88 135 18:30 249 200 06:45 120 311 173 466 777 18:45 227 961 199 878 1839 07:00 128 208 19:00 218 174 07:15 184 216 19:15 188 196 07:30 207 304 19:30 183 151 07:45 188 707 282 1010 1717 19:45 205 794 134 655 1449 08:00 196 293 20:00 170 136 08:15 213 292 20:15 148 97 08:30 252 322 20:30 157 105 08:45 180 841 289 1196 2037 20:45 172 647 116 454 1101 09:00 216 280 21:00 103 73 09:15 228 235 21:15 99 86 09:30 207 226 21:30 78 57 09:45 215 866 237 978 1844 21:45 78 358 68 284 642 10:00 203 235 22:00 59 53 10:15 236 264 22:15 58 42 10:30 274 272 22:30 38 39 10:45 271 984 240 1011 1995 22:45 37 192 28 162 354 11:00 276 269 23:00 33 23 11:15 277 303 23:15 20 27 11:30 292 277 23:30 17 19 11:45 309 1154 310 1159 2313 23:45 23 93 16 85 178 Total Vol.5102 6145 11247 10349 9300 19649 NB SB Combined 15451 15445 30896 Split %45.4% 54.6%36.4%52.7% 47.3%63.6% Peak Hour 11:00 11:45 11:45 16:15 16:45 16:15 Volume 1154 1228 2373 1416 1230 2638 P.H.F.0.93 0.95 0.96 0.90 0.92 0.96 DAY 1 El Camino Real btwn. Calle Barcelona & Levante St. PM Project#Tuesday, July 21, 2009 AM Daily Totals 09-5084-012 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 17 8 12:00 293 338 00:15 12 13 12:15 272 316 00:30 11 3 12:30 297 355 00:45 6461539 85 12:45 299 1161 310 1319 2480 01:00 4 4 13:00 273 332 01:15 6 12 13:15 285 291 01:30 5 6 13:30 270 292 01:45 5 20 4 26 46 13:45 281 1109 288 1203 2312 02:00 5 4 14:00 301 309 02:15 2 5 14:15 289 309 02:30 6 7 14:30 300 297 02:45 4 17 6 22 39 14:45 299 1189 280 1195 2384 03:00 4 5 15:00 298 288 03:15 3 6 15:15 288 287 03:30 6 10 15:30 304 296 03:45 2 15 2 23 38 15:45 340 1230 258 1129 2359 04:00 3 9 16:00 295 328 04:15 9 13 16:15 310 291 04:30 10 15 16:30 281 274 04:45 17 39 7 44 83 16:45 363 1249 312 1205 2454 05:00 23 27 17:00 324 339 05:15 32 32 17:15 314 352 05:30 36 47 17:30 324 392 05:45 45 136 71 177 313 17:45 315 1277 333 1416 2693 06:00 51 71 18:00 298 302 06:15 73 110 18:15 235 302 06:30 79 131 18:30 224 253 06:45 109 312 152 464 776 18:45 196 953 193 1050 2003 07:00 141 156 19:00 210 203 07:15 189 229 19:15 200 160 07:30 183 283 19:30 199 165 07:45 168 681 284 952 1633 19:45 179 788 111 639 1427 08:00 157 274 20:00 185 142 08:15 225 301 20:15 171 123 08:30 225 275 20:30 175 128 08:45 211 818 279 1129 1947 20:45 148 679 117 510 1189 09:00 200 231 21:00 125 81 09:15 243 276 21:15 125 74 09:30 216 254 21:30 100 88 09:45 224 883 276 1037 1920 21:45 81 431 70 313 744 10:00 226 251 22:00 65 53 10:15 252 244 22:15 54 26 10:30 248 260 22:30 61 35 10:45 244 970 288 1043 2013 22:45 47 227 29 143 370 11:00 263 283 23:00 44 29 11:15 283 292 23:15 26 35 11:30 283 318 23:30 39 24 11:45 283 1112 333 1226 2338 23:45 38 147 21 109 256 Total Vol.5049 6182 11231 10440 10231 20671 NB SB Combined 15489 16413 31902 Split %45.0% 55.0%35.2%50.5% 49.5%64.8% Peak Hour 11:45 11:45 11:45 16:45 17:00 16:45 Volume 1145 1342 2487 1325 1416 2720 P.H.F.0.96 0.95 0.95 0.91 0.90 0.95 09-5084-012 Daily Totals DAY 2 Project#Wednesday, July 22, 2009 El Camino Real btwn. Calle Barcelona & Levante St. AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 16 11 12:00 273 331 00:15 7 11 12:15 273 312 00:30 7 5 12:30 304 321 00:45 9381339 77 12:45 284 1133 295 1259 2392 01:00 4 5 13:00 291 299 01:15 5 8 13:15 272 298 01:30 5 5 13:30 283 265 01:45 3 16 3 19 35 13:45 280 1125 280 1141 2266 02:00 5 6 14:00 288 280 02:15 2 6 14:15 299 300 02:30 5 6 14:30 298 289 02:45 3 15 5 22 37 14:45 290 1174 265 1133 2307 03:00 4 7 15:00 290 286 03:15 4 6 15:15 297 276 03:30 5 10 15:30 328 296 03:45 3 16 4 26 41 15:45 342 1256 263 1121 2377 04:00 3 7 16:00 313 287 04:15 9 15 16:15 325 301 04:30 12 18 16:30 311 277 04:45 17 41 8 47 87 16:45 379 1327 304 1169 2495 05:00 23 25 17:00 334 338 05:15 28 36 17:15 312 330 05:30 39 50 17:30 306 341 05:45 42 131 66 176 307 17:45 294 1245 295 1304 2549 06:00 49 69 18:00 274 271 06:15 65 101 18:15 235 271 06:30 84 133 18:30 237 227 06:45 115 312 163 465 777 18:45 212 957 196 964 1921 07:00 135 182 19:00 214 189 07:15 187 223 19:15 194 178 07:30 195 294 19:30 191 158 07:45 178 694 283 981 1675 19:45 192 791 123 647 1438 08:00 177 284 20:00 178 139 08:15 219 297 20:15 160 110 08:30 239 299 20:30 166 117 08:45 196 830 284 1163 1992 20:45 160 663 117 482 1145 09:00 208 256 21:00 114 77 09:15 236 256 21:15 112 80 09:30 212 240 21:30 89 73 09:45 220 875 257 1008 1882 21:45 80 395 69 299 693 10:00 215 243 22:00 62 53 10:15 244 254 22:15 56 34 10:30 261 266 22:30 50 37 10:45 258 977 264 1027 2004 22:45 42 210 29 153 362 11:00 270 276 23:00 39 26 11:15 280 298 23:15 23 31 11:30 288 298 23:30 28 22 11:45 296 1133 322 1193 2326 23:45 31 120 19 97 217 Total Vol.5076 6164 11239 10395 9766 20160 NB SB Combined 15470 15929 31399 Split %45.2% 54.8%35.8%51.6% 48.4%64.2% Peak Hour 11:45 11:45 11:45 16:15 16:45 16:45 Volume 1145 1285 2430 1347 1313 2643 P.H.F.0.94 0.97 0.97 0.89 0.96 0.97 09-5084-012Project#Tuesday, July 21, 2009 Wednesday, July 22, 2009 El Camino Real btwn. Calle Barcelona & Levante St. AM PM Daily Totals 2-DAY AVERAGE Tuesday,21End Time Tue01:00 6902:00 2403:00 3504:00 4405:00 9106:00 30107:00 77708:00 171709:00 203710:00 184411:00 199512:00 231313:00 230314:00 221915:00 223016:00 239417:00 253618:00 240419:00 183920:00 144921:00 110122:00 64223:00 35424:00 178Total 30896* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Levante Street and Calle BarcelonaJuly 21, 2009El Camino Real Between Levante Street and Calle Barcelona6924354491301777171720371844199523132303221922302394253624041839144911016423541780250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,22End Time Wed01:00 8502:00 4603:00 3904:00 3805:00 8306:00 31307:00 77608:00 163309:00 194710:00 192011:00 201312:00 233813:00 248014:00 231215:00 238416:00 235917:00 245418:00 269319:00 200320:00 142721:00 118922:00 74423:00 37024:00 256Total 31902* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Levante Street and Calle BarcelonaJuly 22, 2009El Camino Real Between Levante Street and Calle Barcelona8546393883313776163319471920201323382480231223842359245426932003142711897443702560250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 13 Location: Melrose Drive Between Lionshead Avenue and Palomar Airport Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 21 10 12:00 194 173 00:15 15 6 12:15 160 164 00:30 5 7 12:30 173 146 00:45 5 46 8 31 77 12:45 191 718 177 660 1378 01:00 8 8 13:00 173 186 01:15 11 14 13:15 189 191 01:30 6 12 13:30 179 165 01:45 13 38 4 38 76 13:45 194 735 153 695 1430 02:00 3 9 14:00 192 165 02:15 3 8 14:15 185 176 02:30 4 7 14:30 189 155 02:45 1 11 4 28 39 14:45 206 772 155 651 1423 03:00 8 9 15:00 194 143 03:15 4 10 15:15 218 204 03:30 5 15 15:30 214 188 03:45 7 24 9 43 67 15:45 243 869 201 736 1605 04:00 5 29 16:00 210 202 04:15 5 37 16:15 236 235 04:30 18 68 16:30 270 204 04:45 14 42 60 194 236 16:45 232 948 262 903 1851 05:00 22 64 17:00 258 268 05:15 38 122 17:15 226 252 05:30 49 148 17:30 235 177 05:45 58 167 130 464 631 17:45 194 913 191 888 1801 06:00 52 170 18:00 198 141 06:15 93 220 18:15 194 127 06:30 126 228 18:30 169 158 06:45 119 390 229 847 1237 18:45 114 675 110 536 1211 07:00 148 269 19:00 123 86 07:15 175 276 19:15 101 80 07:30 252 311 19:30 99 67 07:45 198 773 273 1129 1902 19:45 93 416 87 320 736 08:00 190 240 20:00 90 63 08:15 169 250 20:15 100 65 08:30 189 236 20:30 96 65 08:45 151 699 198 924 1623 20:45 89 375 61 254 629 09:00 125 175 21:00 109 47 09:15 116 190 21:15 63 54 09:30 119 180 21:30 50 44 09:45 130 490 140 685 1175 21:45 71 293 45 190 483 10:00 121 125 22:00 52 35 10:15 122 167 22:15 47 26 10:30 129 161 22:30 50 41 10:45 156 528 158 611 1139 22:45 34 183 33 135 318 11:00 145 177 23:00 30 23 11:15 143 173 23:15 23 21 11:30 178 193 23:30 23 15 11:45 142 608 156 699 1307 23:45 28 104 14 73 177 Total Vol.3816 5693 9509 7001 6041 13042 NB SB Combined 10817 11734 22551 Split %40.1% 59.9%42.2%53.7% 46.3%57.8% Peak Hour 07:15 07:00 07:15 16:15 16:30 16:30 Volume 815 1129 1915 996 986 1972 P.H.F.0.81 0.91 0.85 0.92 0.92 0.94 DAY 1 Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. PM Project#Tuesday, July 14, 2009 AM Daily Totals 09-5084-013 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 13 12 12:00 176 180 00:15 9 6 12:15 172 171 00:30 12 13 12:30 194 186 00:45 11 45 12 43 88 12:45 139 681 155 692 1373 01:00 3 7 13:00 183 183 01:15 5 4 13:15 175 146 01:30 8 14 13:30 189 153 01:45 6 22 3 28 50 13:45 182 729 159 641 1370 02:00 8 7 14:00 181 153 02:15 8 10 14:15 194 181 02:30 20 11 14:30 206 178 02:45 4401745 85 14:45 207 788 170 682 1470 03:00 8 7 15:00 210 176 03:15 5 11 15:15 217 185 03:30 6 17 15:30 212 199 03:45 4 23 6 41 64 15:45 263 902 191 751 1653 04:00 7 19 16:00 228 179 04:15 11 40 16:15 229 241 04:30 21 69 16:30 242 201 04:45 17 56 48 176 232 16:45 250 949 301 922 1871 05:00 19 66 17:00 275 244 05:15 39 110 17:15 247 222 05:30 49 160 17:30 250 197 05:45 53 160 136 472 632 17:45 187 959 182 845 1804 06:00 59 164 18:00 191 157 06:15 85 192 18:15 170 152 06:30 119 252 18:30 140 132 06:45 129 392 230 838 1230 18:45 149 650 106 547 1197 07:00 140 263 19:00 125 94 07:15 177 296 19:15 130 75 07:30 226 319 19:30 135 110 07:45 202 745 273 1151 1896 19:45 102 492 73 352 844 08:00 184 267 20:00 89 94 08:15 184 241 20:15 74 68 08:30 148 256 20:30 117 74 08:45 161 677 222 986 1663 20:45 103 383 69 305 688 09:00 160 207 21:00 86 77 09:15 132 201 21:15 73 69 09:30 121 163 21:30 84 47 09:45 121 534 174 745 1279 21:45 59 302 42 235 537 10:00 135 147 22:00 56 37 10:15 121 162 22:15 42 44 10:30 138 161 22:30 37 35 10:45 137 531 166 636 1167 22:45 33 168 41 157 325 11:00 153 152 23:00 35 25 11:15 164 160 23:15 23 22 11:30 154 185 23:30 21 20 11:45 173 644 189 686 1330 23:45 23 102 19 86 188 Total Vol.3869 5847 9716 7105 6215 13320 NB SB Combined 10974 12062 23036 Split %39.8% 60.2%42.2%53.3% 46.7%57.8% Peak Hour 07:30 07:15 07:15 16:45 16:15 16:45 Volume 796 1155 1944 1022 987 1986 P.H.F.0.88 0.91 0.89 0.93 0.82 0.90 09-5084-013 Daily Totals DAY 2 Project#Wednesday, July 15, 2009 Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 17 11 12:00 185 177 00:15 12 6 12:15 166 168 00:30 9 10 12:30 184 166 00:45 8461037 83 12:45 165 700 166 676 1376 01:00 6 8 13:00 178 185 01:15 8 9 13:15 182 169 01:30 7 13 13:30 184 159 01:45 10 30 4 33 63 13:45 188 732 156 668 1400 02:00 6 8 14:00 187 159 02:15 6 9 14:15 190 179 02:30 12 9 14:30 198 167 02:45 3261137 62 14:45 207 780 163 667 1447 03:00 8 8 15:00 202 160 03:15 5 11 15:15 218 195 03:30 6 16 15:30 213 194 03:45 6 24 8 42 66 15:45 253 886 196 744 1629 04:00 6 24 16:00 219 191 04:15 8 39 16:15 233 238 04:30 20 69 16:30 256 203 04:45 16 49 54 185 234 16:45 241 949 282 913 1861 05:00 21 65 17:00 267 256 05:15 39 116 17:15 237 237 05:30 49 154 17:30 243 187 05:45 56 164 133 468 632 17:45 191 936 187 867 1803 06:00 56 167 18:00 195 149 06:15 89 206 18:15 182 140 06:30 123 240 18:30 155 145 06:45 124 391 230 843 1234 18:45 132 663 108 542 1204 07:00 144 266 19:00 124 90 07:15 176 286 19:15 116 78 07:30 239 315 19:30 117 89 07:45 200 759 273 1140 1899 19:45 98 454 80 336 790 08:00 187 254 20:00 90 79 08:15 177 246 20:15 87 67 08:30 169 246 20:30 107 70 08:45 156 688 210 955 1643 20:45 96 379 65 280 659 09:00 143 191 21:00 98 62 09:15 124 196 21:15 68 62 09:30 120 172 21:30 67 46 09:45 126 512 157 715 1227 21:45 65 298 44 213 510 10:00 128 136 22:00 54 36 10:15 122 165 22:15 45 35 10:30 134 161 22:30 44 38 10:45 147 530 162 624 1153 22:45 34 176 37 146 322 11:00 149 165 23:00 33 24 11:15 154 167 23:15 23 22 11:30 166 189 23:30 22 18 11:45 158 626 173 693 1319 23:45 26 103 17 80 183 Total Vol.3843 5770 9613 7053 6128 13181 NB SB Combined 10896 11898 22794 Split %40.0% 60.0%42.2%53.5% 46.5%57.8% Peak Hour 07:30 07:00 07:15 16:30 16:15 16:30 Volume 803 1140 1930 1000 978 1977 P.H.F.0.84 0.90 0.87 0.94 0.87 0.95 09-5084-013Project#Tuesday, July 14, 2009 Wednesday, July 15, 2009 Melrose Dr. btwn. Lionshead Ave. & Palomar Airport Rd. AM PM Daily Totals 2-DAY AVERAGE Tuesday,14End Time Tue01:00 7702:00 7603:00 3904:00 6705:00 23606:00 63107:00 123708:00 190209:00 162310:00 117511:00 113912:00 130713:00 137814:00 143015:00 142316:00 160517:00 185118:00 180119:00 121120:00 73621:00 62922:00 48323:00 31824:00 177Total 22551* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Lionshead Avenue and Palomar Airport RoadJuly 14, 2009Melrose Drive Between Lionshead Ave. and Palomar Airport Road7776396723663112371902162311751139130713781430142316051851180112117366294833181770100200300400500600700800900100011001200130014001500160017001800190020002100220023002400250026002700280001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,15End Time Wed01:00 8802:00 5003:00 8504:00 6405:00 23206:00 63207:00 123008:00 189609:00 166310:00 127911:00 116712:00 133013:00 137314:00 137015:00 147016:00 165317:00 187118:00 180419:00 119720:00 84421:00 68822:00 53723:00 32524:00 188Total 23036* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Lionshead Avenue and Palomar Airport RoadJuly 15, 2009Melrose Drive Between Lionshead Ave. and Palomar Airport Road885085642326321230189616631279116713301373137014701653187118041197844688537325188010020030040050060070080090010001100120013001400150016001700180019002000210022002300240025002600270001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 14 Location: Melrose Drive Between Palomar Airport Road and Rancho Bravado Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 12 9 12:00 137 111 00:15 3 9 12:15 126 134 00:30 6 6 12:30 158 120 00:45 4 25 4 28 53 12:45 120 541 108 473 1014 01:00 4 9 13:00 135 101 01:15 6 11 13:15 135 132 01:30 4 10 13:30 124 96 01:45 5 19 5 35 54 13:45 127 521 103 432 953 02:00 1 4 14:00 126 113 02:15 4 1 14:15 128 129 02:30 2 4 14:30 118 108 02:45 18 110 18 14:45 133 505 130 480 985 03:00 5 5 15:00 123 123 03:15 5 2 15:15 146 144 03:30 9 3 15:30 156 116 03:45 7 26 6 16 42 15:45 136 561 189 572 1133 04:00 7 8 16:00 156 191 04:15 7 7 16:15 161 167 04:30 24 11 16:30 155 188 04:45 16 54 11 37 91 16:45 168 640 249 795 1435 05:00 36 10 17:00 150 251 05:15 34 30 17:15 151 259 05:30 47 54 17:30 128 192 05:45 45 162 56 150 312 17:45 135 564 152 854 1418 06:00 73 68 18:00 139 186 06:15 90 100 18:15 116 123 06:30 144 89 18:30 90 128 06:45 150 457 115 372 829 18:45 87 432 113 550 982 07:00 191 120 19:00 78 90 07:15 224 136 19:15 75 100 07:30 252 127 19:30 70 72 07:45 210 877 120 503 1380 19:45 58 281 99 361 642 08:00 187 124 20:00 76 62 08:15 190 121 20:15 59 62 08:30 184 143 20:30 58 72 08:45 161 722 102 490 1212 20:45 62 255 66 262 517 09:00 144 113 21:00 51 57 09:15 135 106 21:15 39 51 09:30 123 80 21:30 33 46 09:45 105 507 89 388 895 21:45 32 155 40 194 349 10:00 107 86 22:00 37 43 10:15 106 83 22:15 29 30 10:30 122 111 22:30 18 32 10:45 118 453 85 365 818 22:45 12 96 27 132 228 11:00 116 119 23:00 18 24 11:15 106 125 23:15 16 16 11:30 125 123 23:30 5 13 11:45 129 476 125 492 968 23:45 12 51 8 61 112 Total Vol.3786 2886 6672 4602 5166 9768 NB SB Combined 8388 8052 16440 Split %56.7% 43.3%40.6%47.1% 52.9%59.4% Peak Hour 07:00 07:45 07:00 16:00 16:45 16:30 Volume 877 508 1380 640 951 1571 P.H.F.0.87 0.89 0.91 0.95 0.92 0.94 Melrose Dr. btwn. Palomar Airport Rd. & Rancho Bravado PM Project#Tuesday, July 14, 2009 AM Daily Totals 09-5084-014 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 4 16 12:00 137 130 00:15 5 7 12:15 148 118 00:30 5 8 12:30 119 104 00:45 5 19 6 37 56 12:45 140 544 115 467 1011 01:00 4 6 13:00 142 127 01:15 2 5 13:15 113 119 01:30 4 11 13:30 125 113 01:45 3 13 0 22 35 13:45 125 505 112 471 976 02:00 2 5 14:00 109 99 02:15 6 3 14:15 133 115 02:30 10 5 14:30 130 120 02:45 1191023 42 14:45 145 517 126 460 977 03:00 5 4 15:00 134 120 03:15 3 2 15:15 145 145 03:30 10 6 15:30 150 138 03:45 5 23 1 13 36 15:45 161 590 129 532 1122 04:00 8 6 16:00 168 168 04:15 14 14 16:15 154 181 04:30 20 18 16:30 152 175 04:45 28 70 7 45 115 16:45 148 622 255 779 1401 05:00 35 15 17:00 184 277 05:15 41 22 17:15 151 181 05:30 48 59 17:30 170 212 05:45 53 177 52 148 325 17:45 133 638 169 839 1477 06:00 89 59 18:00 105 159 06:15 103 70 18:15 130 124 06:30 129 106 18:30 90 124 06:45 139 460 113 348 808 18:45 90 415 104 511 926 07:00 182 121 19:00 90 87 07:15 203 137 19:15 64 87 07:30 254 136 19:30 70 102 07:45 196 835 139 533 1368 19:45 47 271 76 352 623 08:00 225 147 20:00 62 83 08:15 183 133 20:15 67 74 08:30 162 113 20:30 58 77 08:45 175 745 116 509 1254 20:45 57 244 72 306 550 09:00 149 92 21:00 39 74 09:15 133 95 21:15 34 72 09:30 134 95 21:30 47 54 09:45 128 544 87 369 913 21:45 43 163 36 236 399 10:00 111 102 22:00 27 34 10:15 107 82 22:15 31 38 10:30 113 95 22:30 21 33 10:45 109 440 99 378 818 22:45 18 97 29 134 231 11:00 120 103 23:00 16 25 11:15 125 100 23:15 11 19 11:30 131 123 23:30 15 24 11:45 104 480 135 461 941 23:45 14 56 18 86 142 Total Vol.3825 2886 6711 4662 5173 9835 NB SB Combined 8487 8059 16546 Split %57.0% 43.0%40.6%47.4% 52.6%59.4% Peak Hour 07:15 07:15 07:15 16:45 16:45 16:45 Volume 878 559 1437 653 925 1578 P.H.F.0.86 0.95 0.92 0.89 0.83 0.86 AM PM Project#Wednesday, July 15, 2009 Melrose Dr. btwn. Palomar Airport Rd. & Rancho Bravado 09-5084-014 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 8 13 12:00 137 121 00:15 4 8 12:15 137 126 00:30 6 7 12:30 139 112 00:45 5 22 5 33 55 12:45 130 543 112 470 1013 01:00 4 8 13:00 139 114 01:15 4 8 13:15 124 126 01:30 4 11 13:30 125 105 01:45 4 16 3 29 45 13:45 126 513 108 452 965 02:00 2 5 14:00 118 106 02:15 5 2 14:15 131 122 02:30 6 5 14:30 124 114 02:45 1 14 6 17 30 14:45 139 511 128 470 981 03:00 5 5 15:00 129 122 03:15 4 2 15:15 146 145 03:30 10 5 15:30 153 127 03:45 6 25 4 15 39 15:45 149 576 159 552 1128 04:00 8 7 16:00 162 180 04:15 11 11 16:15 158 174 04:30 22 15 16:30 154 182 04:45 22 62 9 41 103 16:45 158 631 252 787 1418 05:00 36 13 17:00 167 264 05:15 38 26 17:15 151 220 05:30 48 57 17:30 149 202 05:45 49 170 54 149 319 17:45 134 601 161 847 1448 06:00 81 64 18:00 122 173 06:15 97 85 18:15 123 124 06:30 137 98 18:30 90 126 06:45 145 459 114 360 819 18:45 89 424 109 531 954 07:00 187 121 19:00 84 89 07:15 214 137 19:15 70 94 07:30 253 132 19:30 70 87 07:45 203 856 130 518 1374 19:45 53 276 88 357 633 08:00 206 136 20:00 69 73 08:15 187 127 20:15 63 68 08:30 173 128 20:30 58 75 08:45 168 734 109 500 1233 20:45 60 250 69 284 534 09:00 147 103 21:00 45 66 09:15 134 101 21:15 37 62 09:30 129 88 21:30 40 50 09:45 117 526 88 379 904 21:45 38 159 38 215 374 10:00 109 94 22:00 32 39 10:15 107 83 22:15 30 34 10:30 118 103 22:30 20 33 10:45 114 447 92 372 818 22:45 15 97 28 133 230 11:00 118 111 23:00 17 25 11:15 116 113 23:15 14 18 11:30 128 123 23:30 10 19 11:45 117 478 130 477 955 23:45 13 54 13 74 127 Total Vol.3806 2886 6692 4632 5170 9802 NB SB Combined 8438 8056 16493 Split %56.9% 43.1%40.6%47.3% 52.7%59.4% Peak Hour 07:15 07:15 07:15 16:15 16:45 16:45 Volume 876 533 1409 636 938 1563 P.H.F.0.87 0.98 0.92 0.95 0.89 0.91 Daily Totals 2-DAY AVERAGE AM PM 09-5084-014Project#Tuesday, July 14, 2009 Wednesday, July 15, 2009 Melrose Dr. btwn. Palomar Airport Rd. & Rancho Bravado Tuesday,14End Time Tue01:00 5302:00 5403:00 1804:00 4205:00 9106:00 31207:00 82908:00 138009:00 121210:00 89511:00 81812:00 96813:00 101414:00 95315:00 98516:00 113317:00 143518:00 141819:00 98220:00 64221:00 51722:00 34923:00 22824:00 112Total 16440* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Palomar Airport Road and Rancho BravadoJuly 14, 2009Melrose Drive Between Palomar Airport Road and Rancho Bravado5354184291312829138012128958189681014953985113314351418982642517349228112010020030040050060070080090010001100120013001400150016001700180001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,15End Time Wed01:00 5602:00 3503:00 4204:00 3605:00 11506:00 32507:00 80808:00 136809:00 125410:00 91311:00 81812:00 94113:00 101114:00 97615:00 97716:00 112217:00 140118:00 147719:00 92620:00 62321:00 55022:00 39923:00 23124:00 142Total 16546* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Palomar Airport Road and Rancho BravadoJuly 15, 2009Melrose Drive Between Palomar Airport Road and Rancho Bravado563542361153258081368125491381894110119769771122140114779266235503992311420100200300400500600700800900100011001200130014001500160017001800190001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 15 Location: Melrose Drive Between Alga Road and Corintia Street Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 5 9 12:00 157 149 00:15 10 13 12:15 153 152 00:30 12 11 12:30 134 136 00:45 10 37 3 36 73 12:45 124 568 136 573 1141 01:00 4 8 13:00 111 136 01:15 3 9 13:15 159 138 01:30 4 5 13:30 132 135 01:45 2 13 0 22 35 13:45 144 546 119 528 1074 02:00 3 2 14:00 141 132 02:15 1 1 14:15 145 162 02:30 4 1 14:30 120 151 02:45 311 1 5 16 14:45 133 539 150 595 1134 03:00 4 3 15:00 150 168 03:15 7 7 15:15 146 184 03:30 3 2 15:30 170 170 03:45 9 23 6 18 41 15:45 159 625 190 712 1337 04:00 6 6 16:00 192 203 04:15 8 15 16:15 190 220 04:30 21 14 16:30 183 247 04:45 17 52 16 51 103 16:45 179 744 266 936 1680 05:00 21 30 17:00 187 244 05:15 53 34 17:15 209 248 05:30 40 60 17:30 162 197 05:45 54 168 70 194 362 17:45 137 695 189 878 1573 06:00 74 104 18:00 160 150 06:15 136 95 18:15 117 154 06:30 107 115 18:30 106 135 06:45 139 456 148 462 918 18:45 105 488 138 577 1065 07:00 210 121 19:00 101 111 07:15 231 149 19:15 94 111 07:30 200 158 19:30 82 111 07:45 208 849 163 591 1440 19:45 79 356 101 434 790 08:00 204 146 20:00 76 81 08:15 173 180 20:15 66 73 08:30 157 170 20:30 69 60 08:45 159 693 148 644 1337 20:45 82 293 71 285 578 09:00 114 140 21:00 72 56 09:15 145 142 21:15 69 57 09:30 131 103 21:30 53 48 09:45 120 510 125 510 1020 21:45 55 249 58 219 468 10:00 126 117 22:00 46 52 10:15 97 100 22:15 34 50 10:30 113 95 22:30 29 38 10:45 148 484 114 426 910 22:45 29 138 20 160 298 11:00 121 128 23:00 28 18 11:15 119 137 23:15 19 22 11:30 129 150 23:30 19 15 11:45 142 511 139 554 1065 23:45 9 75 12 67 142 Total Vol.3807 3513 7320 5316 5964 11280 NB SB Combined 9123 9477 18600 Split %52.0% 48.0%39.4%47.1% 52.9%60.6% Peak Hour 07:00 07:45 07:15 16:30 16:30 16:30 Volume 849 659 1459 758 1005 1763 P.H.F.0.92 0.92 0.96 0.91 0.94 0.96 Melrose Dr. btwn. Alga Rd. & Corintia St. PM Project#Tuesday, July 21, 2009 AM Daily Totals 09-5084-015 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 19 18 12:00 135 158 00:15 6 8 12:15 158 131 00:30 8 12 12:30 141 123 00:45 4371048 85 12:45 133 567 145 557 1124 01:00 6 11 13:00 134 149 01:15 5 13 13:15 126 134 01:30 9 4 13:30 115 133 01:45 3 23 4 32 55 13:45 134 509 147 563 1072 02:00 2 7 14:00 126 143 02:15 8 2 14:15 129 139 02:30 3 2 14:30 132 144 02:45 3 16 2 13 29 14:45 146 533 169 595 1128 03:00 5 3 15:00 164 155 03:15 4 4 15:15 176 180 03:30 4 3 15:30 171 166 03:45 6 19 3 13 32 15:45 171 682 213 714 1396 04:00 11 10 16:00 177 203 04:15 20 18 16:15 150 255 04:30 17 8 16:30 175 225 04:45 24 72 17 53 125 16:45 221 723 280 963 1686 05:00 30 28 17:00 190 269 05:15 49 40 17:15 183 228 05:30 32 44 17:30 166 225 05:45 68 179 73 185 364 17:45 175 714 208 930 1644 06:00 79 93 18:00 153 172 06:15 114 118 18:15 112 141 06:30 116 117 18:30 96 121 06:45 156 465 148 476 941 18:45 117 478 118 552 1030 07:00 182 133 19:00 106 105 07:15 217 148 19:15 84 87 07:30 239 140 19:30 93 94 07:45 219 857 178 599 1456 19:45 83 366 104 390 756 08:00 210 160 20:00 96 101 08:15 188 166 20:15 75 84 08:30 174 155 20:30 84 86 08:45 147 719 135 616 1335 20:45 72 327 61 332 659 09:00 173 137 21:00 70 60 09:15 105 155 21:15 59 62 09:30 147 129 21:30 64 54 09:45 110 535 112 533 1068 21:45 39 232 48 224 456 10:00 128 124 22:00 45 33 10:15 118 124 22:15 30 31 10:30 119 130 22:30 44 37 10:45 126 491 139 517 1008 22:45 25 144 31 132 276 11:00 119 146 23:00 34 24 11:15 132 117 23:15 25 15 11:30 130 163 23:30 30 14 11:45 166 547 177 603 1150 23:45 18 107 9 62 169 Total Vol.3960 3688 7648 5382 6014 11396 NB SB Combined 9342 9702 19044 Split %51.8% 48.2%40.2%47.2% 52.8%59.8% Peak Hour 07:15 07:45 07:15 16:30 16:15 16:30 Volume 885 659 1511 769 1029 1771 P.H.F.0.93 0.93 0.95 0.87 0.92 0.88 AM PM Project#Wednesday, July 22, 2009 Melrose Dr. btwn. Alga Rd. & Corintia St. 09-5084-015 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 12 14 12:00 146 154 00:15 8 11 12:15 156 142 00:30 10 12 12:30 138 130 00:45 7 37 7 42 79 12:45 129 568 141 565 1133 01:00 5 10 13:00 123 143 01:15 4 11 13:15 143 136 01:30 7 5 13:30 124 134 01:45 3 18 2 27 45 13:45 139 528 133 546 1073 02:00 3 5 14:00 134 138 02:15 5 2 14:15 137 151 02:30 4 2 14:30 126 148 02:45 3142 9 23 14:45 140 536 160 595 1131 03:00 5 3 15:00 157 162 03:15 6 6 15:15 161 182 03:30 4 3 15:30 171 168 03:45 8 21 5 16 37 15:45 165 654 202 713 1367 04:00 9 8 16:00 185 203 04:15 14 17 16:15 170 238 04:30 19 11 16:30 179 236 04:45 21 62 17 52 114 16:45 200 734 273 950 1683 05:00 26 29 17:00 189 257 05:15 51 37 17:15 196 238 05:30 36 52 17:30 164 211 05:45 61 174 72 190 363 17:45 156 705 199 904 1609 06:00 77 99 18:00 157 161 06:15 125 107 18:15 115 148 06:30 112 116 18:30 101 128 06:45 148 461 148 469 930 18:45 111 483 128 565 1048 07:00 196 127 19:00 104 108 07:15 224 149 19:15 89 99 07:30 220 149 19:30 88 103 07:45 214 853 171 595 1448 19:45 81 361 103 412 773 08:00 207 153 20:00 86 91 08:15 181 173 20:15 71 79 08:30 166 163 20:30 77 73 08:45 153 706 142 630 1336 20:45 77 310 66 309 619 09:00 144 139 21:00 71 58 09:15 125 149 21:15 64 60 09:30 139 116 21:30 59 51 09:45 115 523 119 522 1044 21:45 47 241 53 222 462 10:00 127 121 22:00 46 43 10:15 108 112 22:15 32 41 10:30 116 113 22:30 37 38 10:45 137 488 127 472 959 22:45 27 141 26 146 287 11:00 120 137 23:00 31 21 11:15 126 127 23:15 22 19 11:30 130 157 23:30 25 15 11:45 154 529 158 579 1108 23:45 14 91 11 65 156 Total Vol.3884 3601 7484 5349 5989 11338 NB SB Combined 9233 9590 18822 Split %51.9% 48.1%39.8%47.2% 52.8%60.2% Peak Hour 07:15 07:45 07:15 16:30 16:30 16:30 Volume 864 659 1485 764 1004 1767 P.H.F.0.96 0.95 0.97 0.95 0.92 0.93 Daily Totals 2-DAY AVERAGE AM PM 09-5084-015Project#Tuesday, July 21, 2009 Wednesday, July 22, 2009 Melrose Dr. btwn. Alga Rd. & Corintia St. Tuesday,21End Time Tue01:00 7302:00 3503:00 1604:00 4105:00 10306:00 36207:00 91808:00 144009:00 133710:00 102011:00 91012:00 106513:00 114114:00 107415:00 113416:00 133717:00 168018:00 157319:00 106520:00 79021:00 57822:00 46823:00 29824:00 142Total 18600* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Alga Road and Corintia St.July 21, 2009Melrose Drive Between Alga Road and Corintia Street73351641103362918144013371020910106511411074113413371680157310657905784682981420100200300400500600700800900100011001200130014001500160017001800190020002100220001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,22End Time Wed01:00 8502:00 5503:00 2904:00 3205:00 12506:00 36407:00 94108:00 145609:00 133510:00 106811:00 100812:00 115013:00 112414:00 107215:00 112816:00 139617:00 168618:00 164419:00 103020:00 75621:00 65922:00 45623:00 27624:00 169Total 19044* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Alga Road and Corintia St.July 22, 2009Melrose Drive Between Alga Road and Corintia Street855529321253649411456133510681008115011241072112813961686164410307566594562761690100200300400500600700800900100011001200130014001500160017001800190020002100220001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 16 Location: Carlsbad Boulevard Between Mountain View Drive and State Street Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 11 8 12:00 109 125 00:15 9 8 12:15 94 134 00:30 9 6 12:30 120 116 00:45 10 39 6 28 67 12:45 110 433 165 540 973 01:00 4 0 13:00 135 149 01:15 3 4 13:15 122 138 01:30 3 6 13:30 156 127 01:45 5 15 1 11 26 13:45 92 505 133 547 1052 02:00 4 4 14:00 137 121 02:15 2 0 14:15 124 114 02:30 1 1 14:30 106 147 02:45 613 3 8 21 14:45 121 488 133 515 1003 03:00 5 2 15:00 158 133 03:15 1 1 15:15 138 112 03:30 2 0 15:30 143 116 03:45 19 14 13 15:45 124 563 112 473 1036 04:00 1 3 16:00 158 118 04:15 3 6 16:15 125 123 04:30 2 7 16:30 149 212 04:45 4101632 42 16:45 188 620 218 671 1291 05:00 6 8 17:00 181 221 05:15 2 25 17:15 168 153 05:30 13 28 17:30 142 151 05:45 16 37 43 104 141 17:45 148 639 109 634 1273 06:00 25 44 18:00 147 121 06:15 23 76 18:15 116 111 06:30 16 77 18:30 119 97 06:45 36 100 76 273 373 18:45 101 483 110 439 922 07:00 47 78 19:00 111 84 07:15 45 79 19:15 88 84 07:30 32 99 19:30 123 79 07:45 62 186 92 348 534 19:45 108 430 70 317 747 08:00 71 89 20:00 84 58 08:15 74 93 20:15 72 50 08:30 61 93 20:30 62 41 08:45 65 271 90 365 636 20:45 72 290 45 194 484 09:00 60 73 21:00 67 56 09:15 78 93 21:15 32 37 09:30 68 96 21:30 44 28 09:45 74 280 108 370 650 21:45 44 187 26 147 334 10:00 80 115 22:00 55 21 10:15 74 105 22:15 29 29 10:30 123 101 22:30 31 14 10:45 102 379 95 416 795 22:45 35 150 19 83 233 11:00 92 126 23:00 20 16 11:15 101 100 23:15 24 11 11:30 88 129 23:30 13 10 11:45 96 377 125 480 857 23:45 8 65 14 51 116 Total Vol.1716 2439 4155 4853 4611 9464 NB SB Combined 6569 7050 13619 Split %41.3% 58.7%30.5%51.3% 48.7%69.5% Peak Hour 11:45 11:30 11:45 16:30 16:30 16:30 Volume 419 513 919 686 804 1490 P.H.F.0.87 0.96 0.97 0.91 0.91 0.92 Carlsbad Blvd. btwn. Mountain View Dr. & State St. PM Project#Tuesday, July 28, 2009 AM Daily Totals 09-5084-016 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 13 6 12:00 111 128 00:15 12 13 12:15 112 131 00:30 12 6 12:30 101 133 00:45 10 47 8 33 80 12:45 107 431 163 555 986 01:00 10 4 13:00 115 159 01:15 5 3 13:15 113 135 01:30 5 3 13:30 129 118 01:45 8 28 0 10 38 13:45 116 473 126 538 1011 02:00 2 1 14:00 128 118 02:15 1 1 14:15 111 133 02:30 2 1 14:30 135 135 02:45 38 14 12 14:45 127 501 136 522 1023 03:00 0 0 15:00 117 126 03:15 1 3 15:15 138 114 03:30 3 2 15:30 159 136 03:45 15 38 13 15:45 125 539 118 494 1033 04:00 0 3 16:00 142 123 04:15 4 9 16:15 145 119 04:30 3 7 16:30 135 144 04:45 5121837 49 16:45 155 577 136 522 1099 05:00 7 11 17:00 162 113 05:15 12 22 17:15 116 128 05:30 13 22 17:30 124 103 05:45 9 41 40 95 136 17:45 120 522 120 464 986 06:00 21 48 18:00 142 109 06:15 22 69 18:15 125 137 06:30 30 65 18:30 104 106 06:45 32 105 75 257 362 18:45 82 453 98 450 903 07:00 45 75 19:00 104 94 07:15 47 96 19:15 101 82 07:30 50 92 19:30 92 85 07:45 43 185 74 337 522 19:45 97 394 60 321 715 08:00 71 97 20:00 88 62 08:15 52 97 20:15 82 42 08:30 54 83 20:30 57 49 08:45 58 235 83 360 595 20:45 63 290 35 188 478 09:00 54 81 21:00 41 38 09:15 68 88 21:15 60 31 09:30 88 90 21:30 56 30 09:45 83 293 95 354 647 21:45 41 198 25 124 322 10:00 65 106 22:00 39 21 10:15 84 125 22:15 32 26 10:30 96 132 22:30 29 20 10:45 93 338 95 458 796 22:45 29 129 16 83 212 11:00 100 106 23:00 19 21 11:15 91 123 23:15 14 10 11:30 100 143 23:30 24 6 11:45 120 411 129 501 912 23:45 10 67 14 51 118 Total Vol.1708 2454 4162 4574 4312 8886 NB SB Combined 6282 6766 13048 Split %41.0% 59.0%31.9%51.5% 48.5%68.1% Peak Hour 11:45 11:30 11:30 16:15 12:30 16:15 Volume 444 531 974 597 590 1109 P.H.F.0.93 0.93 0.98 0.92 0.90 0.95 AM PM Project#Wednesday, July 29, 2009 Carlsbad Blvd. btwn. Mountain View Dr. & State St. 09-5084-016 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 12 7 12:00 110 127 00:15 11 11 12:15 103 133 00:30 11 6 12:30 111 125 00:45 10 43 7 31 74 12:45 109 432 164 548 980 01:00 7 2 13:00 125 154 01:15 4 4 13:15 118 137 01:30 4 5 13:30 143 123 01:45 7 22 1 11 32 13:45 104 489 130 543 1032 02:00 3 3 14:00 133 120 02:15 2 1 14:15 118 124 02:30 2 1 14:30 121 141 02:45 5112 6 17 14:45 124 495 135 519 1013 03:00 3 1 15:00 138 130 03:15 1 2 15:15 138 113 03:30 3 1 15:30 151 126 03:45 1726 13 15:45 125 551 115 484 1035 04:00 1 3 16:00 150 121 04:15 4 8 16:15 135 121 04:30 3 7 16:30 142 178 04:45 5111735 46 16:45 172 599 177 597 1195 05:00 7 10 17:00 172 167 05:15 7 24 17:15 142 141 05:30 13 25 17:30 133 127 05:45 13 39 42 100 139 17:45 134 581 115 549 1130 06:00 23 46 18:00 145 115 06:15 23 73 18:15 121 124 06:30 23 71 18:30 112 102 06:45 34 103 76 265 368 18:45 92 468 104 445 913 07:00 46 77 19:00 108 89 07:15 46 88 19:15 95 83 07:30 41 96 19:30 108 82 07:45 53 186 83 343 528 19:45 103 412 65 319 731 08:00 71 93 20:00 86 60 08:15 63 95 20:15 77 46 08:30 58 88 20:30 60 45 08:45 62 253 87 363 616 20:45 68 290 40 191 481 09:00 57 77 21:00 54 47 09:15 73 91 21:15 46 34 09:30 78 93 21:30 50 29 09:45 79 287 102 362 649 21:45 43 193 26 136 328 10:00 73 111 22:00 47 21 10:15 79 115 22:15 31 28 10:30 110 117 22:30 30 17 10:45 98 359 95 437 796 22:45 32 140 18 83 223 11:00 96 116 23:00 20 19 11:15 96 112 23:15 19 11 11:30 94 136 23:30 19 8 11:45 108 394 127 491 885 23:45 9 66 14 51 117 Total Vol.1712 2447 4159 4714 4462 9175 NB SB Combined 6426 6908 13334 Split %41.2% 58.8%31.2%51.4% 48.6%68.8% Peak Hour 11:45 11:30 11:45 16:30 16:30 16:30 Volume 432 522 942 627 663 1290 P.H.F.0.98 0.96 1.00 0.91 0.93 0.93 Daily Totals 2-DAY AVERAGE AM PM 09-5084-016Project#Tuesday, July 28, 2009 Wednesday, July 29, 2009 Carlsbad Blvd. btwn. Mountain View Dr. & State St. Tuesday,28End Time Tue01:00 6702:00 2603:00 2104:00 1305:00 4206:00 14107:00 37308:00 53409:00 63610:00 65011:00 79512:00 85713:00 97314:00 105215:00 100316:00 103617:00 129118:00 127319:00 92220:00 74721:00 48422:00 33423:00 23324:00 116Total 13619* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Mountain View Drive and State Street July 28, 2009Carlsbad Boulevard Between Mountain View Drive and State Street672621134214137353463665079585797310521003103612911273922747484334233116025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,29End Time Wed01:00 8002:00 3803:00 1204:00 1305:00 4906:00 13607:00 36208:00 52209:00 59510:00 64711:00 79612:00 91213:00 98614:00 101115:00 102316:00 103317:00 109918:00 98619:00 90320:00 71521:00 47822:00 32223:00 21224:00 118Total 13048* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Mountain View Drive and State Street July 29, 2009Carlsbad Boulevard Between Mountain View Drive and State Street80381213491363625225956477969129861011102310331099986903715478322212118025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 17 Location: Carlsbad Boulevard Between Cannon Road and Cerezo Drive Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 10 8 12:00 171 162 00:15 4 9 12:15 182 169 00:30 7 6 12:30 156 144 00:45 7 28 6 29 57 12:45 177 686 165 640 1326 01:00 2 3 13:00 156 167 01:15 4 6 13:15 173 163 01:30 3 3 13:30 150 166 01:45 1 10 3 15 25 13:45 154 633 164 660 1293 02:00 1 3 14:00 164 175 02:15 4 4 14:15 170 143 02:30 5 2 14:30 154 135 02:45 3 13 1 10 23 14:45 169 657 166 619 1276 03:00 0 1 15:00 173 153 03:15 1 1 15:15 156 144 03:30 2 5 15:30 139 165 03:45 03 29 12 15:45 183 651 159 621 1272 04:00 0 2 16:00 188 140 04:15 0 5 16:15 214 160 04:30 8 12 16:30 180 169 04:45 2 10 9 28 38 16:45 216 798 181 650 1448 05:00 1 9 17:00 195 189 05:15 7 30 17:15 226 174 05:30 14 36 17:30 192 174 05:45 31 53 46 121 174 17:45 170 783 137 674 1457 06:00 31 63 18:00 188 141 06:15 27 76 18:15 175 149 06:30 47 92 18:30 139 93 06:45 28 133 93 324 457 18:45 135 637 146 529 1166 07:00 53 107 19:00 131 119 07:15 56 119 19:15 125 119 07:30 53 109 19:30 107 110 07:45 67 229 126 461 690 19:45 91 454 100 448 902 08:00 70 130 20:00 83 94 08:15 80 145 20:15 81 69 08:30 90 122 20:30 53 55 08:45 79 319 90 487 806 20:45 54 271 71 289 560 09:00 83 85 21:00 49 61 09:15 99 135 21:15 43 46 09:30 99 115 21:30 50 34 09:45 109 390 132 467 857 21:45 60 202 46 187 389 10:00 115 129 22:00 39 25 10:15 114 100 22:15 32 18 10:30 150 122 22:30 36 28 10:45 152 531 145 496 1027 22:45 19 126 20 91 217 11:00 148 127 23:00 15 13 11:15 134 130 23:15 8 17 11:30 121 165 23:30 8 8 11:45 155 558 147 569 1127 23:45 11 42 9 47 89 Total Vol.2277 3016 5293 5940 5455 11395 NB SB Combined 8217 8471 16688 Split %43.0% 57.0%31.7%52.1% 47.9%68.3% Peak Hour 11:45 11:30 11:45 16:45 16:45 16:45 Volume 664 643 1286 829 718 1547 P.H.F.0.91 0.95 0.92 0.92 0.95 0.97 Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. PM Project#Tuesday, July 28, 2009 AM Daily Totals 09-5084-017 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 7 8 12:00 167 165 00:15 7 8 12:15 177 171 00:30 5 4 12:30 162 170 00:45 5 24 5 25 49 12:45 174 680 159 665 1345 01:00 8 1 13:00 172 185 01:15 0 3 13:15 189 185 01:30 4 2 13:30 150 173 01:45 2 14 4 10 24 13:45 147 658 150 693 1351 02:00 0 3 14:00 163 148 02:15 4 2 14:15 142 153 02:30 4 3 14:30 168 148 02:45 210 0 8 18 14:45 134 607 160 609 1216 03:00 0 1 15:00 174 176 03:15 2 3 15:15 189 162 03:30 3 4 15:30 174 132 03:45 27 412 19 15:45 156 693 135 605 1298 04:00 0 3 16:00 172 145 04:15 3 5 16:15 180 156 04:30 4 11 16:30 182 114 04:45 7141029 43 16:45 173 707 156 571 1278 05:00 10 12 17:00 199 153 05:15 5 19 17:15 201 144 05:30 13 32 17:30 174 113 05:45 14 42 45 108 150 17:45 179 753 144 554 1307 06:00 22 56 18:00 147 133 06:15 32 69 18:15 185 131 06:30 35 89 18:30 121 123 06:45 40 129 91 305 434 18:45 143 596 126 513 1109 07:00 45 92 19:00 132 107 07:15 52 146 19:15 106 118 07:30 74 127 19:30 100 114 07:45 64 235 103 468 703 19:45 97 435 96 435 870 08:00 69 133 20:00 60 90 08:15 73 112 20:15 52 81 08:30 93 118 20:30 60 53 08:45 76 311 100 463 774 20:45 52 224 69 293 517 09:00 90 99 21:00 50 61 09:15 104 115 21:15 35 46 09:30 92 117 21:30 22 33 09:45 92 378 107 438 816 21:45 32 139 40 180 319 10:00 98 120 22:00 14 17 10:15 127 138 22:15 35 15 10:30 131 132 22:30 27 18 10:45 130 486 117 507 993 22:45 16 92 21 71 163 11:00 131 123 23:00 8 18 11:15 138 154 23:15 3 16 11:30 144 153 23:30 13 6 11:45 162 575 185 615 1190 23:45 7311151 82 Total Vol.2225 2988 5213 5615 5240 10855 NB SB Combined 7840 8228 16068 Split %42.7% 57.3%32.4%51.7% 48.3%67.6% Peak Hour 11:45 11:45 11:45 16:30 12:45 12:30 Volume 668 691 1359 755 702 1396 P.H.F.0.94 0.93 0.98 0.94 0.95 0.93 AM PM Project#Wednesday, July 29, 2009 Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. 09-5084-017 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 9 8 12:00 169 164 00:15 6 9 12:15 180 170 00:30 6 5 12:30 159 157 00:45 6 26 6 27 53 12:45 176 683 162 653 1336 01:00 5 2 13:00 164 176 01:15 2 5 13:15 181 174 01:30 4 3 13:30 150 170 01:45 2 12 4 13 25 13:45 151 646 157 677 1322 02:00 1 3 14:00 164 162 02:15 4 3 14:15 156 148 02:30 5 3 14:30 161 142 02:45 3121 9 21 14:45 152 632 163 614 1246 03:00 0 1 15:00 174 165 03:15 2 2 15:15 173 153 03:30 3 5 15:30 157 149 03:45 15311 16 15:45 170 672 147 613 1285 04:00 0 3 16:00 180 143 04:15 2 5 16:15 197 158 04:30 6 12 16:30 181 142 04:45 5121029 41 16:45 195 753 169 611 1363 05:00 6 11 17:00 197 171 05:15 6 25 17:15 214 159 05:30 14 34 17:30 183 144 05:45 23 48 46 115 162 17:45 175 768 141 614 1382 06:00 27 60 18:00 168 137 06:15 30 73 18:15 180 140 06:30 41 91 18:30 130 108 06:45 34 131 92 315 446 18:45 139 617 136 521 1138 07:00 49 100 19:00 132 113 07:15 54 133 19:15 116 119 07:30 64 118 19:30 104 112 07:45 66 232 115 465 697 19:45 94 445 98 442 886 08:00 70 132 20:00 72 92 08:15 77 129 20:15 67 75 08:30 92 120 20:30 57 54 08:45 78 315 95 475 790 20:45 53 248 70 291 539 09:00 87 92 21:00 50 61 09:15 102 125 21:15 39 46 09:30 96 116 21:30 36 34 09:45 101 384 120 453 837 21:45 46 171 43 184 354 10:00 107 125 22:00 27 21 10:15 121 119 22:15 34 17 10:30 141 127 22:30 32 23 10:45 141 509 131 502 1010 22:45 18 109 21 81 190 11:00 140 125 23:00 12 16 11:15 136 142 23:15 6 17 11:30 133 159 23:30 11 7 11:45 159 567 166 592 1159 23:45 9371049 86 Total Vol.2251 3002 5253 5778 5348 11125 NB SB Combined 8029 8350 16378 Split %42.9% 57.1%32.1%51.9% 48.1%67.9% Peak Hour 11:45 11:30 11:45 16:45 12:45 16:45 Volume 666 659 1323 788 682 1430 P.H.F.0.93 0.97 0.95 0.92 0.97 0.96 Daily Totals 2-DAY AVERAGE AM PM 09-5084-017Project#Tuesday, July 28, 2009 Wednesday, July 29, 2009 Carlsbad Blvd. btwn. Cannon Rd. & Cerezo Dr. Tuesday,28End Time Tue01:00 5702:00 2503:00 2304:00 1205:00 3806:00 17407:00 45708:00 69009:00 80610:00 85711:00 102712:00 112713:00 132614:00 129315:00 127616:00 127217:00 144818:00 145719:00 116620:00 90221:00 56022:00 38923:00 21724:00 89Total 16688* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Cannon Road and Cerezo DriveJuly 28, 2009Carlsbad Boulevard Between Cannon Road and Cerezo Drive57252312381744576908068571027112713261293127612721448145711669025603892178902505007501000125015001750200001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,29End Time Wed01:00 4902:00 2403:00 1804:00 1905:00 4306:00 15007:00 43408:00 70309:00 77410:00 81611:00 99312:00 119013:00 134514:00 135115:00 121616:00 129817:00 127818:00 130719:00 110920:00 87021:00 51722:00 31923:00 16324:00 82Total 16068* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Cannon Road and Cerezo DriveJuly 29, 2009Carlsbad Boulevard Between Cannon Road and Cerezo Drive4924181943150434703774816993119013451351121612981278130711098705173191638202505007501000125015001750200001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 18 Location: Carlsbad Boulevard Between Poinsettia Lane and Island Way Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 7 13 12:00 129 142 00:15 4 15 12:15 135 136 00:30 3 4 12:30 130 149 00:45 3 17 6 38 55 12:45 109 503 118 545 1048 01:00 4 2 13:00 115 127 01:15 1 4 13:15 112 138 01:30 4 5 13:30 114 124 01:45 3 12 2 13 25 13:45 126 467 134 523 990 02:00 1 1 14:00 128 142 02:15 1 0 14:15 132 103 02:30 0 0 14:30 116 97 02:45 02 23 5 14:45 121 497 117 459 956 03:00 2 3 15:00 121 118 03:15 3 1 15:15 135 137 03:30 1 1 15:30 164 110 03:45 17 16 13 15:45 157 577 140 505 1082 04:00 2 1 16:00 138 126 04:15 0 3 16:15 156 128 04:30 5 1 16:30 145 157 04:45 29 510 19 16:45 157 596 153 564 1160 05:00 6 9 17:00 150 177 05:15 9 9 17:15 131 164 05:30 11 18 17:30 115 168 05:45 24 50 18 54 104 17:45 151 547 112 621 1168 06:00 23 40 18:00 142 130 06:15 36 45 18:15 160 112 06:30 40 76 18:30 179 113 06:45 51 150 68 229 379 18:45 112 593 101 456 1049 07:00 61 84 19:00 115 97 07:15 61 100 19:15 110 96 07:30 83 119 19:30 92 144 07:45 55 260 113 416 676 19:45 80 397 106 443 840 08:00 81 115 20:00 70 76 08:15 76 143 20:15 54 67 08:30 87 135 20:30 37 62 08:45 79 323 94 487 810 20:45 34 195 36 241 436 09:00 87 107 21:00 23 50 09:15 87 87 21:15 29 36 09:30 89 97 21:30 19 38 09:45 94 357 89 380 737 21:45 20 91 28 152 243 10:00 102 126 22:00 33 26 10:15 101 136 22:15 17 29 10:30 108 115 22:30 25 18 10:45 106 417 101 478 895 22:45 26 101 29 102 203 11:00 110 122 23:00 13 23 11:15 98 122 23:15 13 33 11:30 97 135 23:30 5 31 11:45 101 406 125 504 910 23:45 5 36 25 112 148 Total Vol.2010 2618 4628 4600 4723 9323 NB SB Combined 6610 7341 13951 Split %43.4% 56.6%33.2%49.3% 50.7%66.8% Peak Hour 11:45 11:45 11:45 17:45 16:45 16:30 Volume 495 552 1047 632 662 1234 P.H.F.0.92 0.93 0.94 0.88 0.94 0.94 Carlsbad Blvd. btwn. Poinsettia Ln. & Island Way PM Project#Tuesday, August 04, 2009 AM Daily Totals 09-5084-018 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 5 25 12:00 152 163 00:15 3 15 12:15 108 143 00:30 1 12 12:30 117 147 00:45 3 12 7 59 71 12:45 138 515 143 596 1111 01:00 7 7 13:00 131 150 01:15 2 3 13:15 117 141 01:30 3 2 13:30 121 165 01:45 1 13 4 16 29 13:45 144 513 144 600 1113 02:00 1 2 14:00 134 139 02:15 2 5 14:15 130 146 02:30 1 2 14:30 120 134 02:45 26 09 15 14:45 125 509 148 567 1076 03:00 1 1 15:00 131 137 03:15 0 1 15:15 143 153 03:30 0 2 15:30 134 104 03:45 01 15 6 15:45 161 569 154 548 1117 04:00 1 1 16:00 151 127 04:15 3 4 16:15 159 146 04:30 3 6 16:30 159 158 04:45 7 14 7 18 32 16:45 172 641 156 587 1228 05:00 6 12 17:00 164 157 05:15 14 9 17:15 157 156 05:30 12 14 17:30 134 160 05:45 23 55 23 58 113 17:45 168 623 140 613 1236 06:00 21 48 18:00 116 155 06:15 36 49 18:15 141 136 06:30 32 56 18:30 138 111 06:45 38 127 66 219 346 18:45 124 519 110 512 1031 07:00 46 74 19:00 153 103 07:15 59 100 19:15 126 94 07:30 70 90 19:30 99 102 07:45 65 240 83 347 587 19:45 83 461 95 394 855 08:00 69 108 20:00 67 86 08:15 83 150 20:15 58 55 08:30 76 121 20:30 48 61 08:45 83 311 102 481 792 20:45 48 221 55 257 478 09:00 68 107 21:00 43 47 09:15 82 95 21:15 42 51 09:30 134 97 21:30 35 43 09:45 81 365 88 387 752 21:45 33 153 37 178 331 10:00 103 125 22:00 19 42 10:15 109 122 22:15 33 27 10:30 79 126 22:30 30 26 10:45 105 396 152 525 921 22:45 27 109 25 120 229 11:00 108 131 23:00 16 21 11:15 121 120 23:15 9 36 11:30 138 142 23:30 6 30 11:45 131 498 124 517 1015 23:45 5 36 29 116 152 Total Vol.2038 2641 4679 4869 5088 9957 NB SB Combined 6907 7729 14636 Split %43.6% 56.4%32.0%48.9% 51.1%68.0% Peak Hour 11:15 11:45 11:30 16:15 16:45 16:30 Volume 542 577 1101 654 629 1279 P.H.F.0.89 0.88 0.87 0.95 0.98 0.97 AM PM Project#Wednesday, August 05, 2009 Carlsbad Blvd. btwn. Poinsettia Ln. & Island Way 09-5084-018 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 6 19 12:00 141 153 00:15 4 15 12:15 122 140 00:30 2 8 12:30 124 148 00:45 3 15 7 49 63 12:45 124 509 131 571 1080 01:00 6 5 13:00 123 139 01:15 2 4 13:15 115 140 01:30 4 4 13:30 118 145 01:45 2 13 3 15 27 13:45 135 490 139 562 1052 02:00 1 2 14:00 131 141 02:15 2 3 14:15 131 125 02:30 1 1 14:30 118 116 02:45 1416 10 14:45 123 503 133 513 1016 03:00 2 2 15:00 126 128 03:15 2 1 15:15 139 145 03:30 1 2 15:30 149 107 03:45 1416 10 15:45 159 573 147 527 1100 04:00 2 1 16:00 145 127 04:15 2 4 16:15 158 137 04:30 4 4 16:30 152 158 04:45 5 12 6 14 26 16:45 165 619 155 576 1194 05:00 6 11 17:00 157 167 05:15 12 9 17:15 144 160 05:30 12 16 17:30 125 164 05:45 24 53 21 56 109 17:45 160 585 126 617 1202 06:00 22 44 18:00 129 143 06:15 36 47 18:15 151 124 06:30 36 66 18:30 159 112 06:45 45 139 67 224 363 18:45 118 556 106 484 1040 07:00 54 79 19:00 134 100 07:15 60 100 19:15 118 95 07:30 77 105 19:30 96 123 07:45 60 250 98 382 632 19:45 82 429 101 419 848 08:00 75 112 20:00 69 81 08:15 80 147 20:15 56 61 08:30 82 128 20:30 43 62 08:45 81 317 98 484 801 20:45 41 208 46 249 457 09:00 78 107 21:00 33 49 09:15 85 91 21:15 36 44 09:30 112 97 21:30 27 41 09:45 88 361 89 384 745 21:45 27 122 33 165 287 10:00 103 126 22:00 26 34 10:15 105 129 22:15 25 28 10:30 94 121 22:30 28 22 10:45 106 407 127 502 908 22:45 27 105 27 111 216 11:00 109 127 23:00 15 22 11:15 110 121 23:15 11 35 11:30 118 139 23:30 6 31 11:45 116 452 125 511 963 23:45 5 36 27 114 150 Total Vol.2024 2630 4654 4735 4906 9640 NB SB Combined 6759 7535 14294 Split %43.5% 56.5%32.6%49.1% 50.9%67.4% Peak Hour 11:45 11:45 11:45 16:15 16:45 16:30 Volume 502 565 1066 631 646 1257 P.H.F.0.89 0.93 0.91 0.96 0.97 0.97 Daily Totals 2-DAY AVERAGE AM PM 09-5084-018Project#Tuesday, August 04, 2009 Wednesday, August 05, 2009 Carlsbad Blvd. btwn. Poinsettia Ln. & Island Way Tuesday,04End Time Tue01:00 5502:00 2503:00 504:00 1305:00 1906:00 10407:00 37908:00 67609:00 81010:00 73711:00 89512:00 91013:00 104814:00 99015:00 95616:00 108217:00 116018:00 116819:00 104920:00 84021:00 43622:00 24323:00 20324:00 148Total 13951* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Poinsettia Lane and Island WayAugust 4, 2009Carlsbad Boulevard Between Poinsettia Lane and Island Way552551319104379676810737895910104899095610821160116810498404362432031480250500750100012501500175001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,05End Time Wed01:00 7102:00 2903:00 1504:00 605:00 3206:00 11307:00 34608:00 58709:00 79210:00 75211:00 92112:00 101513:00 111114:00 111315:00 107616:00 111717:00 122818:00 123619:00 103120:00 85521:00 47822:00 33123:00 22924:00 152Total 14636* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Poinsettia Lane and Island WayAugust 5, 2009Carlsbad Boulevard Between Poinsettia Lane and Island Way71291563211334658779275292110151111111310761117122812361031855478331229152025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 19 Location: Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 5 23 12:00 140 169 00:15 5 6 12:15 157 146 00:30 4 4 12:30 157 155 00:45 3 17 5 38 55 12:45 160 614 174 644 1258 01:00 1 2 13:00 148 147 01:15 5 3 13:15 158 135 01:30 2 3 13:30 211 152 01:45 2 10 2 10 20 13:45 182 699 166 600 1299 02:00 3 0 14:00 171 145 02:15 2 3 14:15 167 139 02:30 2 1 14:30 173 132 02:45 18 15 13 14:45 173 684 123 539 1223 03:00 2 0 15:00 193 143 03:15 0 1 15:15 193 138 03:30 1 2 15:30 239 168 03:45 25 36 11 15:45 209 834 173 622 1456 04:00 1 4 16:00 185 160 04:15 4 8 16:15 198 163 04:30 1 7 16:30 189 174 04:45 7131130 43 16:45 208 780 215 712 1492 05:00 12 18 17:00 198 211 05:15 20 25 17:15 199 189 05:30 25 37 17:30 193 143 05:45 35 92 58 138 230 17:45 212 802 144 687 1489 06:00 47 79 18:00 231 148 06:15 46 106 18:15 177 138 06:30 55 105 18:30 166 116 06:45 63 211 130 420 631 18:45 137 711 115 517 1228 07:00 67 175 19:00 146 107 07:15 84 208 19:15 120 176 07:30 71 204 19:30 107 106 07:45 96 318 225 812 1130 19:45 96 469 108 497 966 08:00 113 193 20:00 65 70 08:15 126 195 20:15 53 56 08:30 116 145 20:30 56 51 08:45 101 456 122 655 1111 20:45 37 211 35 212 423 09:00 110 121 21:00 45 40 09:15 114 129 21:15 38 45 09:30 102 110 21:30 37 17 09:45 119 445 132 492 937 21:45 26 146 29 131 277 10:00 130 164 22:00 32 31 10:15 117 139 22:15 22 13 10:30 140 126 22:30 23 24 10:45 138 525 145 574 1099 22:45 19 96 28 96 192 11:00 137 130 23:00 5 27 11:15 155 178 23:15 8 22 11:30 133 155 23:30 7 17 11:45 175 600 155 618 1218 23:45 6 26 22 88 114 Total Vol.2700 3798 6498 6072 5345 11417 NB SB Combined 8772 9143 17915 Split %41.6% 58.4%36.3%53.2% 46.8%63.7% Peak Hour 11:45 07:15 11:15 17:15 16:30 16:30 Volume 629 830 1260 835 789 1583 P.H.F.0.90 0.92 0.95 0.90 0.92 0.94 Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. PM Project#Tuesday, August 04, 2009 AM Daily Totals 09-5084-019 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 7 17 12:00 154 161 00:15 4 10 12:15 146 182 00:30 8 10 12:30 178 162 00:45 3 22 3 40 62 12:45 168 646 165 670 1316 01:00 5 5 13:00 171 159 01:15 2 1 13:15 185 190 01:30 0 2 13:30 218 161 01:45 29 19 18 13:45 182 756 151 661 1417 02:00 2 4 14:00 159 165 02:15 3 5 14:15 164 141 02:30 3 0 14:30 172 157 02:45 08 110 18 14:45 175 670 169 632 1302 03:00 0 1 15:00 204 190 03:15 1 3 15:15 171 151 03:30 0 0 15:30 215 173 03:45 01 15 6 15:45 195 785 150 664 1449 04:00 7 3 16:00 201 173 04:15 3 6 16:15 202 165 04:30 3 13 16:30 209 187 04:45 6191739 58 16:45 225 837 181 706 1543 05:00 7 23 17:00 226 207 05:15 19 22 17:15 194 195 05:30 24 38 17:30 187 163 05:45 35 85 56 139 224 17:45 180 787 174 739 1526 06:00 38 75 18:00 180 168 06:15 50 90 18:15 194 139 06:30 57 94 18:30 196 131 06:45 46 191 102 361 552 18:45 176 746 131 569 1315 07:00 73 163 19:00 140 115 07:15 85 151 19:15 132 136 07:30 92 161 19:30 118 105 07:45 95 345 236 711 1056 19:45 97 487 101 457 944 08:00 115 221 20:00 64 68 08:15 121 194 20:15 66 63 08:30 124 162 20:30 55 48 08:45 107 467 126 703 1170 20:45 64 249 49 228 477 09:00 125 107 21:00 46 42 09:15 113 123 21:15 44 31 09:30 120 114 21:30 44 49 09:45 133 491 170 514 1005 21:45 30 164 39 161 325 10:00 118 157 22:00 56 22 10:15 118 142 22:15 33 25 10:30 125 178 22:30 23 30 10:45 143 504 156 633 1137 22:45 10 122 25 102 224 11:00 153 172 23:00 17 34 11:15 156 149 23:15 3 25 11:30 153 140 23:30 11 24 11:45 186 648 178 639 1287 23:45 6 37 26 109 146 Total Vol.2790 3803 6593 6286 5698 11984 NB SB Combined 9076 9501 18577 Split %42.3% 57.7%35.5%52.5% 47.5%64.5% Peak Hour 11:45 07:45 11:45 16:15 16:30 16:30 Volume 664 813 1347 862 770 1624 P.H.F.0.89 0.86 0.93 0.95 0.93 0.94 AM PM Project#Wednesday, August 05, 2009 Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. 09-5084-019 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 6 20 12:00 147 165 00:15 5 8 12:15 152 164 00:30 6 7 12:30 168 159 00:45 3 20 4 39 59 12:45 164 630 170 657 1287 01:00 3 4 13:00 160 153 01:15 4 2 13:15 172 163 01:30 1 3 13:30 215 157 01:45 2 10 2 10 19 13:45 182 728 159 631 1358 02:00 3 2 14:00 165 155 02:15 3 4 14:15 166 140 02:30 3 1 14:30 173 145 02:45 1818 16 14:45 174 677 146 586 1263 03:00 1 1 15:00 199 167 03:15 1 2 15:15 182 145 03:30 1 1 15:30 227 171 03:45 1326 9 15:45 202 810 162 643 1453 04:00 4 4 16:00 193 167 04:15 4 7 16:15 200 164 04:30 2 10 16:30 199 181 04:45 7161435 51 16:45 217 809 198 709 1518 05:00 10 21 17:00 212 209 05:15 20 24 17:15 197 192 05:30 25 38 17:30 190 153 05:45 35 89 57 139 227 17:45 196 795 159 713 1508 06:00 43 77 18:00 206 158 06:15 48 98 18:15 186 139 06:30 56 100 18:30 181 124 06:45 55 201 116 391 592 18:45 157 729 123 543 1272 07:00 70 169 19:00 143 111 07:15 85 180 19:15 126 156 07:30 82 183 19:30 113 106 07:45 96 332 231 762 1093 19:45 97 478 105 477 955 08:00 114 207 20:00 65 69 08:15 124 195 20:15 60 60 08:30 120 154 20:30 56 50 08:45 104 462 124 679 1141 20:45 51 230 42 220 450 09:00 118 114 21:00 46 41 09:15 114 126 21:15 41 38 09:30 111 112 21:30 41 33 09:45 126 468 151 503 971 21:45 28 155 34 146 301 10:00 124 161 22:00 44 27 10:15 118 141 22:15 28 19 10:30 133 152 22:30 23 27 10:45 141 515 151 604 1118 22:45 15 109 27 99 208 11:00 145 151 23:00 11 31 11:15 156 164 23:15 6 24 11:30 143 148 23:30 9 21 11:45 181 624 167 629 1253 23:45 6 32 24 99 130 Total Vol.2745 3801 6546 6179 5522 11701 NB SB Combined 8924 9322 18246 Split %41.9% 58.1%35.9%52.8% 47.2%64.1% Peak Hour 11:45 07:30 11:45 16:15 16:30 16:30 Volume 647 815 1301 828 780 1604 P.H.F.0.90 0.88 0.94 0.96 0.93 0.95 Daily Totals 2-DAY AVERAGE AM PM 09-5084-019Project#Tuesday, August 04, 2009 Wednesday, August 05, 2009 Carlsbad Blvd. btwn. Avenida Encinas & La Costa Ave. Tuesday,04End Time Tue01:00 5502:00 2003:00 1304:00 1105:00 4306:00 23007:00 63108:00 113009:00 111110:00 93711:00 109912:00 121813:00 125814:00 129915:00 122316:00 145617:00 149218:00 148919:00 122820:00 96621:00 42322:00 27723:00 19224:00 114Total 17915* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Avenida Encinas and La Costa AvenueAugust 4, 2009Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue552013114323063111301111937109912181258129912231456149214891228966423277192114025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,05End Time Wed01:00 6202:00 1803:00 1804:00 605:00 5806:00 22407:00 55208:00 105609:00 117010:00 100511:00 113712:00 128713:00 131614:00 141715:00 130216:00 144917:00 154318:00 152619:00 131520:00 94421:00 47722:00 32523:00 22424:00 146Total 18577* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Avenida Encinas and La Costa AvenueAugust 5, 2009Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue621818658224552105611701005113712871316141713021449154315261315944477325224146025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 20 Location: La Costa Avenue Between Saxony Road and Piraeus Street Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 29 11 12:00 221 254 00:15 15 13 12:15 233 254 00:30 28 5 12:30 228 208 00:45 17 89 11 40 129 12:45 231 913 231 947 1860 01:00 11 5 13:00 249 245 01:15 13 8 13:15 248 234 01:30 16 4 13:30 259 259 01:45 9 49 9 26 75 13:45 265 1021 201 939 1960 02:00 12 7 14:00 262 234 02:15 10 9 14:15 276 274 02:30 2 8 14:30 277 245 02:45 16 40 13 37 77 14:45 280 1095 250 1003 2098 03:00 4 10 15:00 292 232 03:15 6 10 15:15 265 240 03:30 9 14 15:30 264 258 03:45 5241953 77 15:45 305 1126 288 1018 2144 04:00 16 32 16:00 354 270 04:15 25 34 16:15 334 256 04:30 28 41 16:30 398 330 04:45 41 110 79 186 296 16:45 382 1468 314 1170 2638 05:00 53 109 17:00 399 315 05:15 65 128 17:15 377 314 05:30 85 154 17:30 273 256 05:45 102 305 201 592 897 17:45 240 1289 273 1158 2447 06:00 118 208 18:00 268 209 06:15 170 267 18:15 272 242 06:30 164 288 18:30 302 195 06:45 225 677 349 1112 1789 18:45 284 1126 151 797 1923 07:00 270 328 19:00 195 174 07:15 280 364 19:15 224 171 07:30 244 303 19:30 212 106 07:45 279 1073 335 1330 2403 19:45 221 852 114 565 1417 08:00 257 321 20:00 222 92 08:15 271 298 20:15 200 90 08:30 242 276 20:30 202 103 08:45 228 998 269 1164 2162 20:45 164 788 80 365 1153 09:00 243 280 21:00 145 66 09:15 229 276 21:15 155 82 09:30 183 265 21:30 135 84 09:45 196 851 252 1073 1924 21:45 140 575 57 289 864 10:00 186 272 22:00 101 56 10:15 207 266 22:15 92 45 10:30 198 236 22:30 91 47 10:45 214 805 273 1047 1852 22:45 82 366 45 193 559 11:00 247 260 23:00 57 26 11:15 249 243 23:15 70 20 11:30 230 237 23:30 41 21 11:45 214 940 252 992 1932 23:45 51 219 23 90 309 Total Vol.5961 7652 13613 10838 8534 19372 EB WB Combined 16799 16186 32985 Split %43.8% 56.2%41.3%55.9% 44.1%58.7% Peak Hour 07:00 06:45 07:00 16:30 16:30 16:30 Volume 1073 1344 2403 1556 1273 2829 P.H.F.0.96 0.92 0.93 0.97 0.96 0.97 La Costa Ave. btwn. Saxony Rd. & Piraeus St. PM Project#Tuesday, August 04, 2009 AM Daily Totals 09-5084-020 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 39 19 12:00 252 283 00:15 20 9 12:15 234 261 00:30 22 5 12:30 243 234 00:45 20 101 16 49 150 12:45 256 985 248 1026 2011 01:00 16 12 13:00 228 219 01:15 19 6 13:15 265 269 01:30 15 3 13:30 285 231 01:45 7 57 6 27 84 13:45 253 1031 227 946 1977 02:00 12 5 14:00 297 274 02:15 16 9 14:15 308 244 02:30 13 13 14:30 270 227 02:45 10 51 10 37 88 14:45 302 1177 253 998 2175 03:00 10 10 15:00 273 263 03:15 13 18 15:15 297 232 03:30 3 17 15:30 327 273 03:45 11 37 13 58 95 15:45 283 1180 293 1061 2241 04:00 17 36 16:00 302 265 04:15 19 52 16:15 326 312 04:30 27 56 16:30 358 301 04:45 32 95 76 220 315 16:45 360 1346 338 1216 2562 05:00 56 95 17:00 331 264 05:15 72 137 17:15 374 291 05:30 70 138 17:30 374 258 05:45 82 280 208 578 858 17:45 366 1445 246 1059 2504 06:00 120 232 18:00 378 248 06:15 159 277 18:15 302 211 06:30 166 292 18:30 293 187 06:45 227 672 346 1147 1819 18:45 284 1257 201 847 2104 07:00 266 306 19:00 279 146 07:15 292 347 19:15 227 158 07:30 265 343 19:30 245 124 07:45 271 1094 294 1290 2384 19:45 251 1002 130 558 1560 08:00 267 337 20:00 216 95 08:15 266 324 20:15 218 96 08:30 272 248 20:30 202 104 08:45 217 1022 280 1189 2211 20:45 196 832 97 392 1224 09:00 221 265 21:00 154 72 09:15 236 282 21:15 142 83 09:30 220 285 21:30 137 73 09:45 188 865 286 1118 1983 21:45 118 551 58 286 837 10:00 206 280 22:00 131 62 10:15 205 272 22:15 114 45 10:30 212 257 22:30 97 40 10:45 214 837 250 1059 1896 22:45 72 414 36 183 597 11:00 240 262 23:00 59 27 11:15 234 253 23:15 42 19 11:30 255 256 23:30 44 25 11:45 243 972 272 1043 2015 23:45 38 183 21 92 275 Total Vol.6083 7815 13898 11403 8664 20067 EB WB Combined 17486 16479 33965 Split %43.8% 56.2%40.9%56.8% 43.2%59.1% Peak Hour 07:15 06:45 07:15 17:15 16:00 16:30 Volume 1095 1342 2416 1492 1216 2617 P.H.F.0.94 0.97 0.95 0.99 0.90 0.94 AM PM Project#Wednesday, August 05, 2009 La Costa Ave. btwn. Saxony Rd. & Piraeus St. 09-5084-020 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 34 15 12:00 237 269 00:15 18 11 12:15 234 258 00:30 25 5 12:30 236 221 00:45 19 95 14 45 140 12:45 244 949 240 987 1936 01:00 14 9 13:00 239 232 01:15 16 7 13:15 257 252 01:30 16 4 13:30 272 245 01:45 8 53 8 27 80 13:45 259 1026 214 943 1969 02:00 12 6 14:00 280 254 02:15 13 9 14:15 292 259 02:30 8 11 14:30 274 236 02:45 13 46 12 37 83 14:45 291 1136 252 1001 2137 03:00 7 10 15:00 283 248 03:15 10 14 15:15 281 236 03:30 6 16 15:30 296 266 03:45 8311656 86 15:45 294 1153 291 1040 2193 04:00 17 34 16:00 328 268 04:15 22 43 16:15 330 284 04:30 28 49 16:30 378 316 04:45 37 103 78 203 306 16:45 371 1407 326 1193 2600 05:00 55 102 17:00 365 290 05:15 69 133 17:15 376 303 05:30 78 146 17:30 324 257 05:45 92 293 205 585 878 17:45 303 1367 260 1109 2476 06:00 119 220 18:00 323 229 06:15 165 272 18:15 287 227 06:30 165 290 18:30 298 191 06:45 226 675 348 1130 1804 18:45 284 1192 176 822 2014 07:00 268 317 19:00 237 160 07:15 286 356 19:15 226 165 07:30 255 323 19:30 229 115 07:45 275 1084 315 1310 2394 19:45 236 927 122 562 1489 08:00 262 329 20:00 219 94 08:15 269 311 20:15 209 93 08:30 257 262 20:30 202 104 08:45 223 1010 275 1177 2187 20:45 180 810 89 379 1189 09:00 232 273 21:00 150 69 09:15 233 279 21:15 149 83 09:30 202 275 21:30 136 79 09:45 192 858 269 1096 1954 21:45 129 563 58 288 851 10:00 196 276 22:00 116 59 10:15 206 269 22:15 103 45 10:30 205 247 22:30 94 44 10:45 214 821 262 1053 1874 22:45 77 390 41 188 578 11:00 244 261 23:00 58 27 11:15 242 248 23:15 56 20 11:30 243 247 23:30 43 23 11:45 229 956 262 1018 1974 23:45 45 201 22 91 292 Total Vol.6022 7734 13756 11121 8599 19720 EB WB Combined 17143 16333 33475 Split %43.8% 56.2%41.1%56.4% 43.6%58.9% Peak Hour 07:00 06:45 07:15 16:30 16:30 16:30 Volume 1084 1343 2400 1490 1234 2723 P.H.F.0.95 0.94 0.94 0.99 0.95 0.98 Daily Totals 2-DAY AVERAGE AM PM 09-5084-020Project#Tuesday, August 04, 2009 Wednesday, August 05, 2009 La Costa Ave. btwn. Saxony Rd. & Piraeus St. Tuesday,04End Time Tue01:00 12902:00 7503:00 7704:00 7705:00 29606:00 89707:00 178908:00 240309:00 216210:00 192411:00 185212:00 193213:00 186014:00 196015:00 209816:00 214417:00 263818:00 244719:00 192320:00 141721:00 115322:00 86423:00 55924:00 309Total 32985* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Saxony Road and Piraeus StreetAugust 4, 2009La Costa Avenue Between Saxony Road and Piraeus Street129757777296897178924032162192418521932186019602098214426382447192314171153864559309025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,05End Time Wed01:00 15002:00 8403:00 8804:00 9505:00 31506:00 85807:00 181908:00 238409:00 221110:00 198311:00 189612:00 201513:00 201114:00 197715:00 217516:00 224117:00 256218:00 250419:00 210420:00 156021:00 122422:00 83723:00 59724:00 275Total 33965* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Saxony Road and Piraeus StreetAugust 5, 2009La Costa Avenue Between Saxony Road and Piraeus Street150848895315858181923842211198318962015201119772175224125622504210415601224837597275025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 21 Location: La Costa Avenue Between Cadencia Street and Romeria Street Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 15 8 12:00 87 98 00:15 8 3 12:15 113 131 00:30 11 2 12:30 105 102 00:45 9 43 7 20 63 12:45 90 395 100 431 826 01:00 7 5 13:00 87 94 01:15 3 2 13:15 84 88 01:30 5 0 13:30 109 73 01:45 6 21 3 10 31 13:45 76 356 78 333 689 02:00 4 1 14:00 80 69 02:15 0 2 14:15 105 96 02:30 2 2 14:30 113 104 02:45 39 27 16 14:45 127 425 99 368 793 03:00 2 1 15:00 119 78 03:15 3 5 15:15 130 77 03:30 4 6 15:30 126 93 03:45 3 12 3 15 27 15:45 134 509 92 340 849 04:00 1 7 16:00 117 94 04:15 1 6 16:15 151 90 04:30 4 21 16:30 178 81 04:45 3 9 10 44 53 16:45 152 598 98 363 961 05:00 3 22 17:00 166 101 05:15 14 21 17:15 142 93 05:30 15 36 17:30 169 106 05:45 16 48 43 122 170 17:45 148 625 90 390 1015 06:00 22 91 18:00 145 85 06:15 35 92 18:15 136 71 06:30 47 96 18:30 97 71 06:45 59 163 95 374 537 18:45 112 490 67 294 784 07:00 75 138 19:00 102 59 07:15 66 153 19:15 126 61 07:30 56 123 19:30 93 55 07:45 79 276 124 538 814 19:45 86 407 52 227 634 08:00 78 130 20:00 81 44 08:15 76 138 20:15 91 39 08:30 84 118 20:30 68 47 08:45 80 318 111 497 815 20:45 78 318 33 163 481 09:00 67 108 21:00 60 34 09:15 76 83 21:15 59 29 09:30 75 82 21:30 60 31 09:45 63 281 89 362 643 21:45 57 236 31 125 361 10:00 63 100 22:00 65 34 10:15 64 81 22:15 52 17 10:30 66 80 22:30 37 16 10:45 76 269 77 338 607 22:45 30 184 13 80 264 11:00 73 102 23:00 23 12 11:15 87 93 23:15 23 12 11:30 89 82 23:30 22 12 11:45 90 339 96 373 712 23:45 20 88 9 45 133 Total Vol.1788 2700 4488 4631 3159 7790 EB WB Combined 6419 5859 12278 Split %39.8% 60.2%36.6%59.4% 40.6%63.4% Peak Hour 11:45 07:00 07:45 16:15 12:00 16:45 Volume 395 538 827 647 431 1027 P.H.F.0.87 0.88 0.97 0.91 0.82 0.93 DAY 1 La Costa Ave. btwn. Cadencia St. & Romeria St. PM Project#Tuesday, July 21, 2009 AM Daily Totals 09-5084-021 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 17 5 12:00 98 135 00:15 13 3 12:15 104 96 00:30 10 7 12:30 82 93 00:45 14 54 6 21 75 12:45 89 373 74 398 771 01:00 11 2 13:00 89 87 01:15 3 4 13:15 95 108 01:30 2 2 13:30 103 84 01:45 420 1 9 29 13:45 105 392 75 354 746 02:00 3 1 14:00 83 79 02:15 5 1 14:15 115 91 02:30 2 2 14:30 103 98 02:45 414 1 5 19 14:45 114 415 90 358 773 03:00 0 2 15:00 130 85 03:15 3 6 15:15 139 85 03:30 4 2 15:30 130 90 03:45 18 212 20 15:45 121 520 89 349 869 04:00 6 5 16:00 133 75 04:15 2 10 16:15 127 81 04:30 5 10 16:30 158 90 04:45 8211237 58 16:45 161 579 89 335 914 05:00 2 28 17:00 139 99 05:15 11 24 17:15 133 86 05:30 24 36 17:30 162 87 05:45 16 53 46 134 187 17:45 132 566 92 364 930 06:00 20 72 18:00 141 80 06:15 37 85 18:15 139 82 06:30 37 97 18:30 136 82 06:45 52 146 97 351 497 18:45 112 528 76 320 848 07:00 98 127 19:00 117 44 07:15 70 170 19:15 98 59 07:30 65 137 19:30 101 51 07:45 66 299 135 569 868 19:45 90 406 72 226 632 08:00 74 127 20:00 78 50 08:15 93 138 20:15 98 50 08:30 80 109 20:30 88 48 08:45 73 320 102 476 796 20:45 82 346 46 194 540 09:00 76 109 21:00 79 39 09:15 78 118 21:15 54 45 09:30 77 94 21:30 68 28 09:45 79 310 99 420 730 21:45 46 247 41 153 400 10:00 71 85 22:00 35 21 10:15 81 101 22:15 37 16 10:30 70 102 22:30 38 14 10:45 91 313 92 380 693 22:45 28 138 21 72 210 11:00 64 91 23:00 22 14 11:15 98 104 23:15 24 9 11:30 76 103 23:30 24 7 11:45 91 329 103 401 730 23:45 19 89 7 37 126 Total Vol.1887 2815 4702 4599 3160 7759 EB WB Combined 6486 5975 12461 Split %40.1% 59.9%37.7%59.3% 40.7%62.3% Peak Hour 11:45 07:00 07:00 16:45 12:00 16:45 Volume 375 569 868 595 398 956 P.H.F.0.90 0.84 0.90 0.92 0.74 0.96 09-5084-021 Daily Totals DAY 2 Project#Wednesday, July 22, 2009 La Costa Ave. btwn. Cadencia St. & Romeria St. AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 16 7 12:00 93 117 00:15 11 3 12:15 109 114 00:30 11 5 12:30 94 98 00:45 12 49 7 21 69 12:45 90 384 87 415 799 01:00 9 4 13:00 88 91 01:15 3 3 13:15 90 98 01:30 4 1 13:30 106 79 01:45 5 21 2 10 30 13:45 91 374 77 344 718 02:00 4 1 14:00 82 74 02:15 3 2 14:15 110 94 02:30 2 2 14:30 108 101 02:45 4122 6 18 14:45 121 420 95 363 783 03:00 1 2 15:00 125 82 03:15 3 6 15:15 135 81 03:30 4 4 15:30 128 92 03:45 2 10 3 14 24 15:45 128 515 91 345 859 04:00 4 6 16:00 125 85 04:15 2 8 16:15 139 86 04:30 5 16 16:30 168 86 04:45 6151141 56 16:45 157 589 94 349 938 05:00 3 25 17:00 153 100 05:15 13 23 17:15 138 90 05:30 20 36 17:30 166 97 05:45 16 51 45 128 179 17:45 140 596 91 377 973 06:00 21 82 18:00 143 83 06:15 36 89 18:15 138 77 06:30 42 97 18:30 117 77 06:45 56 155 96 363 517 18:45 112 509 72 307 816 07:00 87 133 19:00 110 52 07:15 68 162 19:15 112 60 07:30 61 130 19:30 97 53 07:45 73 288 130 554 841 19:45 88 407 62 227 633 08:00 76 129 20:00 80 47 08:15 85 138 20:15 95 45 08:30 82 114 20:30 78 48 08:45 77 319 107 487 806 20:45 80 332 40 179 511 09:00 72 109 21:00 70 37 09:15 77 101 21:15 57 37 09:30 76 88 21:30 64 30 09:45 71 296 94 391 687 21:45 52 242 36 139 381 10:00 67 93 22:00 50 28 10:15 73 91 22:15 45 17 10:30 68 91 22:30 38 15 10:45 84 291 85 359 650 22:45 29 161 17 76 237 11:00 69 97 23:00 23 13 11:15 93 99 23:15 24 11 11:30 83 93 23:30 23 10 11:45 91 334 100 387 721 23:45 20 89 8 41 130 Total Vol.1838 2758 4595 4615 3160 7775 EB WB Combined 6453 5917 12370 Split %40.0% 60.0%37.1%59.4% 40.6%62.9% Peak Hour 11:45 07:00 07:00 16:15 12:00 16:45 Volume 385 554 841 616 415 992 P.H.F.0.89 0.86 0.92 0.92 0.89 0.95 09-5084-021Project#Tuesday, July 21, 2009 Wednesday, July 22, 2009 La Costa Ave. btwn. Cadencia St. & Romeria St. AM PM Daily Totals 2-DAY AVERAGE Tuesday,21End Time Tue01:00 6302:00 3103:00 1604:00 2705:00 5306:00 17007:00 53708:00 81409:00 81510:00 64311:00 60712:00 71213:00 82614:00 68915:00 79316:00 84917:00 96118:00 101519:00 78420:00 63421:00 48122:00 36123:00 26424:00 133Total 12278* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Cadencia Street and Romeria StreetJuly 21, 2009La Costa Avenue Between Cadencia Street and Romeria Street6331162753170537814815643607712826689793849961101578463448136126413302505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,22End Time Wed01:00 7502:00 2903:00 1904:00 2005:00 5806:00 18707:00 49708:00 86809:00 79610:00 73011:00 69312:00 73013:00 77114:00 74615:00 77316:00 86917:00 91418:00 93019:00 84820:00 63221:00 54022:00 40023:00 21024:00 126Total 12461* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Cadencia Street and Romeria StreetJuly 22, 2009La Costa Avenue Between Cadencia Street and Romeria Street752919205818749786879673069373077174677386991493084863254040021012602505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 22 Location: Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 27 18 12:00 202 200 00:15 10 12 12:15 200 158 00:30 6 12 12:30 187 185 00:45 13 56 4 46 102 12:45 190 779 175 718 1497 01:00 4 11 13:00 182 211 01:15 7 9 13:15 164 170 01:30 3 10 13:30 219 167 01:45 8 22 9 39 61 13:45 173 738 167 715 1453 02:00 5 4 14:00 186 202 02:15 6 5 14:15 211 185 02:30 6 4 14:30 221 218 02:45 4 21 3 16 37 14:45 192 810 186 791 1601 03:00 2 5 15:00 257 177 03:15 5 6 15:15 240 212 03:30 11 9 15:30 285 222 03:45 4221030 52 15:45 281 1063 193 804 1867 04:00 8 14 16:00 266 229 04:15 14 24 16:15 263 238 04:30 19 35 16:30 282 235 04:45 19 60 30 103 163 16:45 297 1108 224 926 2034 05:00 28 29 17:00 290 251 05:15 42 75 17:15 265 243 05:30 45 97 17:30 242 208 05:45 61 176 134 335 511 17:45 199 996 177 879 1875 06:00 66 183 18:00 194 168 06:15 92 230 18:15 218 189 06:30 120 217 18:30 174 146 06:45 118 396 238 868 1264 18:45 165 751 139 642 1393 07:00 143 283 19:00 185 118 07:15 197 240 19:15 132 134 07:30 198 279 19:30 155 113 07:45 189 727 261 1063 1790 19:45 121 593 103 468 1061 08:00 183 279 20:00 110 110 08:15 174 272 20:15 120 94 08:30 201 260 20:30 90 115 08:45 180 738 205 1016 1754 20:45 104 424 101 420 844 09:00 178 210 21:00 101 89 09:15 164 222 21:15 86 101 09:30 162 194 21:30 63 94 09:45 140 644 191 817 1461 21:45 68 318 88 372 690 10:00 136 190 22:00 81 57 10:15 158 170 22:15 68 57 10:30 179 175 22:30 47 56 10:45 160 633 188 723 1356 22:45 50 246 25 195 441 11:00 164 201 23:00 38 32 11:15 176 166 23:15 34 25 11:30 154 197 23:30 25 21 11:45 196 690 200 764 1454 23:45 30 127 27 105 232 Total Vol.4185 5820 10005 7953 7035 14988 NB SB Combined 12138 12855 24993 Split %41.8% 58.2%40.0%53.1% 46.9%60.0% Peak Hour 11:45 07:30 07:30 16:30 16:30 16:30 Volume 785 1091 1835 1134 953 2087 P.H.F.0.97 0.98 0.96 0.95 0.95 0.96 Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. PM Project#Tuesday, August 04, 2009 AM Daily Totals 09-5084-022 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 22 20 12:00 201 177 00:15 12 12 12:15 157 182 00:30 7 14 12:30 182 187 00:45 10 51 16 62 113 12:45 194 734 200 746 1480 01:00 6 15 13:00 206 178 01:15 7 10 13:15 211 185 01:30 9 7 13:30 184 175 01:45 7 29 6 38 67 13:45 184 785 186 724 1509 02:00 4 3 14:00 205 191 02:15 8 6 14:15 217 191 02:30 12 8 14:30 237 196 02:45 5 29 7 24 53 14:45 220 879 172 750 1629 03:00 5 6 15:00 270 173 03:15 3 10 15:15 235 210 03:30 7 10 15:30 279 206 03:45 10 25 12 38 63 15:45 263 1047 224 813 1860 04:00 17 17 16:00 249 216 04:15 14 25 16:15 257 213 04:30 18 26 16:30 268 262 04:45 20 69 19 87 156 16:45 291 1065 237 928 1993 05:00 24 41 17:00 292 269 05:15 44 80 17:15 307 263 05:30 50 83 17:30 256 257 05:45 45 163 133 337 500 17:45 184 1039 224 1013 2052 06:00 84 190 18:00 204 220 06:15 93 212 18:15 206 168 06:30 140 229 18:30 203 170 06:45 109 426 242 873 1299 18:45 195 808 173 731 1539 07:00 138 273 19:00 185 152 07:15 220 256 19:15 156 121 07:30 193 274 19:30 141 109 07:45 198 749 264 1067 1816 19:45 136 618 123 505 1123 08:00 192 263 20:00 124 113 08:15 202 257 20:15 116 96 08:30 198 233 20:30 120 100 08:45 157 749 226 979 1728 20:45 86 446 97 406 852 09:00 173 208 21:00 99 86 09:15 150 227 21:15 88 91 09:30 175 206 21:30 89 84 09:45 166 664 178 819 1483 21:45 90 366 61 322 688 10:00 171 192 22:00 72 63 10:15 147 214 22:15 49 46 10:30 155 199 22:30 56 50 10:45 198 671 165 770 1441 22:45 46 223 24 183 406 11:00 202 189 23:00 37 20 11:15 171 194 23:15 31 36 11:30 205 216 23:30 29 14 11:45 200 778 183 782 1560 23:45 30 127 26 96 223 Total Vol.4403 5876 10279 8137 7217 15354 NB SB Combined 12540 13093 25633 Split %42.8% 57.2%40.1%53.0% 47.0%59.9% Peak Hour 07:15 07:00 07:15 16:30 16:30 16:30 Volume 803 1067 1860 1158 1031 2189 P.H.F.0.91 0.97 0.98 0.94 0.96 0.96 AM PM Project#Wednesday, August 05, 2009 Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. 09-5084-022 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 25 19 12:00 202 189 00:15 11 12 12:15 179 170 00:30 7 13 12:30 185 186 00:45 12 54 10 54 108 12:45 192 757 188 732 1489 01:00 5 13 13:00 194 195 01:15 7 10 13:15 188 178 01:30 6 9 13:30 202 171 01:45 8 26 8 39 64 13:45 179 762 177 720 1481 02:00 5 4 14:00 196 197 02:15 7 6 14:15 214 188 02:30 9 6 14:30 229 207 02:45 5 25 5 20 45 14:45 206 845 179 771 1615 03:00 4 6 15:00 264 175 03:15 4 8 15:15 238 211 03:30 9 10 15:30 282 214 03:45 7241134 58 15:45 272 1055 209 809 1864 04:00 13 16 16:00 258 223 04:15 14 25 16:15 260 226 04:30 19 31 16:30 275 249 04:45 20 65 25 95 160 16:45 294 1087 231 927 2014 05:00 26 35 17:00 291 260 05:15 43 78 17:15 286 253 05:30 48 90 17:30 249 233 05:45 53 170 134 336 506 17:45 192 1018 201 946 1964 06:00 75 187 18:00 199 194 06:15 93 221 18:15 212 179 06:30 130 223 18:30 189 158 06:45 114 411 240 871 1282 18:45 180 780 156 687 1466 07:00 141 278 19:00 185 135 07:15 209 248 19:15 144 128 07:30 196 277 19:30 148 111 07:45 194 738 263 1065 1803 19:45 129 606 113 487 1092 08:00 188 271 20:00 117 112 08:15 188 265 20:15 118 95 08:30 200 247 20:30 105 108 08:45 169 744 216 998 1741 20:45 95 435 99 413 848 09:00 176 209 21:00 100 88 09:15 157 225 21:15 87 96 09:30 169 200 21:30 76 89 09:45 153 654 185 818 1472 21:45 79 342 75 347 689 10:00 154 191 22:00 77 60 10:15 153 192 22:15 59 52 10:30 167 187 22:30 52 53 10:45 179 652 177 747 1399 22:45 48 235 25 189 424 11:00 183 195 23:00 38 26 11:15 174 180 23:15 33 31 11:30 180 207 23:30 27 18 11:45 198 734 192 773 1507 23:45 30 127 27 101 228 Total Vol.4294 5848 10142 8045 7126 15171 NB SB Combined 12339 12974 25313 Split %42.3% 57.7%40.1%53.0% 47.0%59.9% Peak Hour 07:15 07:30 07:15 16:30 16:30 16:30 Volume 785 1075 1843 1146 992 2138 P.H.F.0.94 0.97 0.98 0.97 0.95 0.97 Daily Totals 2-DAY AVERAGE AM PM 09-5084-022Project#Tuesday, August 04, 2009 Wednesday, August 05, 2009 Rancho Santa Fe Rd. btwn. La Costa Meadows Dr. & San Elijo Rd. Tuesday,04End Time Tue01:00 10202:00 6103:00 3704:00 5205:00 16306:00 51107:00 126408:00 179009:00 175410:00 146111:00 135612:00 145413:00 149714:00 145315:00 160116:00 186717:00 203418:00 187519:00 139320:00 106121:00 84422:00 69023:00 44124:00 232Total 24993* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadAugust 4, 2009Rancho Santa Fe Rd. Between La Costa Meadows Dr. and San Elijo Rd.10261375216351112641790175414611356145414971453160118672034187513931061844690441232025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,05End Time Wed01:00 11302:00 6703:00 5304:00 6305:00 15606:00 50007:00 129908:00 181609:00 172810:00 148311:00 144112:00 156013:00 148014:00 150915:00 162916:00 186017:00 199318:00 205219:00 153920:00 112321:00 85222:00 68823:00 40624:00 223Total 25633* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadAugust 5, 2009Rancho Santa Fe Rd. Between La Costa Meadows Dr. and San Elijo Rd.11367536315650012991816172814831441156014801509162918601993205215391123852688406223025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 23 Location: Rancho Santa Fe Road Between Avenida Soledad and Camino Junipero Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 39 22 12:00 279 265 00:15 15 25 12:15 266 252 00:30 15 20 12:30 207 271 00:45 20 89 16 83 172 12:45 239 991 242 1030 2021 01:00 15 12 13:00 212 256 01:15 11 9 13:15 265 253 01:30 14 10 13:30 262 228 01:45 15 55 3 34 89 13:45 259 998 228 965 1963 02:00 10 4 14:00 264 222 02:15 3 5 14:15 306 268 02:30 5 5 14:30 299 262 02:45 8 26 9 23 49 14:45 315 1184 269 1021 2205 03:00 8 7 15:00 379 265 03:15 13 13 15:15 359 267 03:30 11 15 15:30 392 265 03:45 11 43 14 49 92 15:45 442 1572 256 1053 2625 04:00 9 17 16:00 414 288 04:15 15 33 16:15 388 292 04:30 20 52 16:30 397 291 04:45 20 64 52 154 218 16:45 426 1625 278 1149 2774 05:00 31 66 17:00 474 383 05:15 48 102 17:15 406 287 05:30 63 156 17:30 414 328 05:45 68 210 196 520 730 17:45 382 1676 215 1213 2889 06:00 112 286 18:00 356 237 06:15 133 359 18:15 313 245 06:30 155 368 18:30 332 230 06:45 187 587 349 1362 1949 18:45 248 1249 200 912 2161 07:00 185 459 19:00 241 166 07:15 272 412 19:15 225 161 07:30 245 429 19:30 213 154 07:45 210 912 460 1760 2672 19:45 210 889 127 608 1497 08:00 270 427 20:00 158 127 08:15 231 423 20:15 166 124 08:30 237 409 20:30 191 128 08:45 209 947 353 1612 2559 20:45 180 695 110 489 1184 09:00 239 313 21:00 153 109 09:15 209 352 21:15 151 101 09:30 195 283 21:30 141 114 09:45 197 840 249 1197 2037 21:45 137 582 90 414 996 10:00 203 236 22:00 127 97 10:15 208 210 22:15 112 73 10:30 202 262 22:30 100 51 10:45 198 811 250 958 1769 22:45 88 427 35 256 683 11:00 230 246 23:00 68 44 11:15 214 232 23:15 43 31 11:30 231 292 23:30 52 25 11:45 219 894 256 1026 1920 23:45 39 202 27 127 329 Total Vol.5478 8778 14256 12090 9237 21327 NB SB Combined 17568 18015 35583 Split %38.4% 61.6%40.1%56.7% 43.3%59.9% Peak Hour 07:15 07:00 07:15 16:45 16:45 16:45 Volume 997 1760 2725 1720 1276 2996 P.H.F.0.92 0.96 0.98 0.91 0.83 0.87 Rancho Santa Fe Rd. btwn. Avenida Soledad & Camino Junipero PM Project#Tuesday, July 21, 2009 AM Daily Totals 09-5084-023 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 32 15 12:00 253 271 00:15 22 18 12:15 257 257 00:30 23 15 12:30 213 247 00:45 19 96 22 70 166 12:45 227 950 253 1028 1978 01:00 12 11 13:00 250 240 01:15 12 17 13:15 272 272 01:30 10 9 13:30 231 242 01:45 14 48 10 47 95 13:45 244 997 214 968 1965 02:00 6 7 14:00 296 244 02:15 13 3 14:15 251 264 02:30 7 8 14:30 289 272 02:45 9 35 5 23 58 14:45 303 1139 280 1060 2199 03:00 3 7 15:00 364 258 03:15 3 15 15:15 358 275 03:30 10 13 15:30 393 266 03:45 11 27 11 46 73 15:45 396 1511 275 1074 2585 04:00 12 25 16:00 407 272 04:15 16 39 16:15 379 269 04:30 20 43 16:30 406 294 04:45 27 75 42 149 224 16:45 420 1612 267 1102 2714 05:00 24 63 17:00 395 342 05:15 44 89 17:15 450 315 05:30 57 166 17:30 405 269 05:45 75 200 175 493 693 17:45 365 1615 263 1189 2804 06:00 100 251 18:00 376 277 06:15 135 364 18:15 317 205 06:30 148 365 18:30 330 216 06:45 167 550 395 1375 1925 18:45 288 1311 178 876 2187 07:00 206 434 19:00 267 167 07:15 239 411 19:15 242 156 07:30 232 439 19:30 202 152 07:45 188 865 410 1694 2559 19:45 228 939 136 611 1550 08:00 251 448 20:00 189 151 08:15 239 411 20:15 215 135 08:30 217 368 20:30 191 117 08:45 236 943 340 1567 2510 20:45 183 778 142 545 1323 09:00 234 294 21:00 154 112 09:15 222 334 21:15 170 88 09:30 235 300 21:30 141 128 09:45 174 865 272 1200 2065 21:45 122 587 92 420 1007 10:00 200 244 22:00 111 83 10:15 208 274 22:15 109 73 10:30 226 261 22:30 91 55 10:45 212 846 296 1075 1921 22:45 89 400 58 269 669 11:00 201 290 23:00 89 52 11:15 194 302 23:15 70 31 11:30 223 309 23:30 68 24 11:45 235 853 324 1225 2078 23:45 59 286 32 139 425 Total Vol.5403 8964 14367 12125 9281 21406 NB SB Combined 17528 18245 35773 Split %37.6% 62.4%40.2%56.6% 43.4%59.8% Peak Hour 11:30 07:15 07:15 16:30 16:30 16:30 Volume 968 1708 2618 1671 1218 2889 P.H.F.0.94 0.95 0.94 0.93 0.89 0.94 AM PM Project#Wednesday, July 22, 2009 Rancho Santa Fe Rd. btwn. Avenida Soledad & Camino Junipero 09-5084-023 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 36 19 12:00 266 268 00:15 19 22 12:15 262 255 00:30 19 18 12:30 210 259 00:45 20 93 19 77 169 12:45 233 971 248 1029 2000 01:00 14 12 13:00 231 248 01:15 12 13 13:15 269 263 01:30 12 10 13:30 247 235 01:45 15 52 7 41 92 13:45 252 998 221 967 1964 02:00 8 6 14:00 280 233 02:15 8 4 14:15 279 266 02:30 6 7 14:30 294 267 02:45 9 31 7 23 54 14:45 309 1162 275 1041 2202 03:00 6 7 15:00 372 262 03:15 8 14 15:15 359 271 03:30 11 14 15:30 393 266 03:45 11 35 13 48 83 15:45 419 1542 266 1064 2605 04:00 11 21 16:00 411 280 04:15 16 36 16:15 384 281 04:30 20 48 16:30 402 293 04:45 24 70 47 152 221 16:45 423 1619 273 1126 2744 05:00 28 65 17:00 435 363 05:15 46 96 17:15 428 301 05:30 60 161 17:30 410 299 05:45 72 205 186 507 712 17:45 374 1646 239 1201 2847 06:00 106 269 18:00 366 257 06:15 134 362 18:15 315 225 06:30 152 367 18:30 331 223 06:45 177 569 372 1369 1937 18:45 268 1280 189 894 2174 07:00 196 447 19:00 254 167 07:15 256 412 19:15 234 159 07:30 239 434 19:30 208 153 07:45 199 889 435 1727 2616 19:45 219 914 132 610 1524 08:00 261 438 20:00 174 139 08:15 235 417 20:15 191 130 08:30 227 389 20:30 191 123 08:45 223 945 347 1590 2535 20:45 182 737 126 517 1254 09:00 237 304 21:00 154 111 09:15 216 343 21:15 161 95 09:30 215 292 21:30 141 121 09:45 186 853 261 1199 2051 21:45 130 585 91 417 1002 10:00 202 240 22:00 119 90 10:15 208 242 22:15 111 73 10:30 214 262 22:30 96 53 10:45 205 829 273 1017 1845 22:45 89 414 47 263 676 11:00 216 268 23:00 79 48 11:15 204 267 23:15 57 31 11:30 227 301 23:30 60 25 11:45 227 874 290 1126 1999 23:45 49 244 30 133 377 Total Vol.5441 8871 14312 12108 9259 21367 NB SB Combined 17548 18130 35678 Split %38.0% 62.0%40.1%56.7% 43.3%59.9% Peak Hour 11:30 07:00 07:15 16:45 16:45 16:45 Volume 982 1727 2672 1695 1235 2930 P.H.F.0.92 0.97 0.96 0.98 0.85 0.92 Daily Totals 2-DAY AVERAGE AM PM 09-5084-023Project#Tuesday, July 21, 2009 Wednesday, July 22, 2009 Rancho Santa Fe Rd. btwn. Avenida Soledad & Camino Junipero Tuesday,21End Time Tue01:00 17202:00 8903:00 4904:00 9205:00 21806:00 73007:00 194908:00 267209:00 255910:00 203711:00 176912:00 192013:00 202114:00 196315:00 220516:00 262517:00 277418:00 288919:00 216120:00 149721:00 118422:00 99623:00 68324:00 329Total 35583* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween Avenida Soledad and Camino JuniperoJuly 21, 2009Rancho Santa Fe Road Between Avenida Soledad andCamino Junipero17289499221873019492672255920371769192020211963220526252774288921611497118499668332902505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,22End Time Wed01:00 16602:00 9503:00 5804:00 7305:00 22406:00 69307:00 192508:00 255909:00 251010:00 206511:00 192112:00 207813:00 197814:00 196515:00 219916:00 258517:00 271418:00 280419:00 218720:00 155021:00 132322:00 100723:00 66924:00 425Total 35773* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween Avenida Soledad and Camino JuniperoJuly 22, 2009Rancho Santa Fe Road Between Avenida Soledad andCamino Junipero166955873224693192525592510206519212078197819652199258527142804218715501323100766942502505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 24 Location: Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Posta Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 9 11 12:00 158 127 00:15 6 11 12:15 159 119 00:30 3 7 12:30 147 113 00:45 7251140 65 12:45 178 642 109 468 1110 01:00 4 6 13:00 159 111 01:15 2 7 13:15 144 103 01:30 2 6 13:30 172 111 01:45 08 120 28 13:45 172 647 109 434 1081 02:00 0 0 14:00 166 97 02:15 0 0 14:15 156 110 02:30 0 3 14:30 175 140 02:45 22 47 9 14:45 182 679 125 472 1151 03:00 1 1 15:00 202 112 03:15 1 2 15:15 205 123 03:30 4 1 15:30 221 117 03:45 39 37 16 15:45 245 873 122 474 1347 04:00 4 0 16:00 228 131 04:15 1 7 16:15 225 134 04:30 8 8 16:30 244 137 04:45 4 17 3 18 35 16:45 222 919 161 563 1482 05:00 7 16 17:00 217 161 05:15 13 15 17:15 202 158 05:30 26 42 17:30 201 142 05:45 29 75 54 127 202 17:45 194 814 127 588 1402 06:00 43 84 18:00 160 112 06:15 43 134 18:15 156 94 06:30 64 159 18:30 137 123 06:45 78 228 129 506 734 18:45 121 574 99 428 1002 07:00 93 161 19:00 119 73 07:15 125 142 19:15 90 88 07:30 121 135 19:30 85 84 07:45 113 452 150 588 1040 19:45 88 382 76 321 703 08:00 134 135 20:00 53 70 08:15 147 171 20:15 60 70 08:30 162 151 20:30 60 75 08:45 184 627 154 611 1238 20:45 57 230 73 288 518 09:00 150 104 21:00 61 60 09:15 185 129 21:15 32 44 09:30 160 132 21:30 33 53 09:45 174 669 107 472 1141 21:45 34 160 40 197 357 10:00 171 118 22:00 36 49 10:15 176 106 22:15 35 35 10:30 171 95 22:30 32 31 10:45 129 647 108 427 1074 22:45 29 132 26 141 273 11:00 150 83 23:00 24 23 11:15 147 94 23:15 15 17 11:30 151 103 23:30 16 13 11:45 153 601 107 387 988 23:45 13 68 14 67 135 Total Vol.3360 3210 6570 6120 4441 10561 NB SB Combined 9480 7651 17131 Split %51.1% 48.9%38.4%57.9% 42.1%61.6% Peak Hour 09:45 08:00 08:00 15:45 16:45 16:30 Volume 692 611 1238 942 622 1502 P.H.F.0.98 0.89 0.92 0.96 0.97 0.98 DAY 1 Rancho Santa Fe Rd. btwn. Olivenhain Rd. & Avenida La Posta/ Calle Acervo PM Project#Tuesday, July 21, 2009 AM Daily Totals 09-5084-024 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 10 5 12:00 173 142 00:15 5 10 12:15 151 126 00:30 6 7 12:30 156 117 00:45 2 23 6 28 51 12:45 177 657 122 507 1164 01:00 0 5 13:00 151 125 01:15 2 4 13:15 173 109 01:30 1 3 13:30 168 138 01:45 25 416 21 13:45 185 677 103 475 1152 02:00 0 1 14:00 150 120 02:15 2 1 14:15 161 123 02:30 1 1 14:30 182 122 02:45 03 03 6 14:45 183 676 116 481 1157 03:00 1 0 15:00 222 129 03:15 2 1 15:15 214 127 03:30 2 2 15:30 256 126 03:45 38 36 14 15:45 253 945 145 527 1472 04:00 7 7 16:00 223 138 04:15 1 11 16:15 254 160 04:30 5 7 16:30 221 151 04:45 11 24 7 32 56 16:45 254 952 133 582 1534 05:00 11 11 17:00 210 149 05:15 13 21 17:15 200 157 05:30 27 31 17:30 201 151 05:45 31 82 42 105 187 17:45 172 783 129 586 1369 06:00 43 69 18:00 185 140 06:15 50 127 18:15 180 116 06:30 68 143 18:30 136 93 06:45 68 229 135 474 703 18:45 112 613 93 442 1055 07:00 99 130 19:00 94 109 07:15 122 160 19:15 88 90 07:30 115 138 19:30 78 69 07:45 130 466 138 566 1032 19:45 95 355 78 346 701 08:00 120 143 20:00 79 77 08:15 146 166 20:15 76 74 08:30 158 153 20:30 49 58 08:45 164 588 133 595 1183 20:45 56 260 64 273 533 09:00 157 122 21:00 58 64 09:15 188 122 21:15 53 57 09:30 165 115 21:30 48 58 09:45 163 673 116 475 1148 21:45 43 202 49 228 430 10:00 156 114 22:00 49 44 10:15 175 108 22:15 24 39 10:30 184 123 22:30 44 26 10:45 168 683 121 466 1149 22:45 40 157 22 131 288 11:00 178 117 23:00 34 29 11:15 149 98 23:15 37 19 11:30 148 138 23:30 38 7 11:45 191 666 144 497 1163 23:45 38 147 15 70 217 Total Vol.3450 3263 6713 6424 4648 11072 NB SB Combined 9874 7911 17785 Split %51.4% 48.6%37.7%58.0% 42.0%62.3% Peak Hour 10:15 07:45 11:30 15:30 15:45 15:30 Volume 705 600 1213 986 594 1555 P.H.F.0.96 0.90 0.91 0.96 0.93 0.94 09-5084-024 Daily Totals DAY 2 Project#Wednesday, July 22, 2009 Rancho Santa Fe Rd. btwn. Olivenhain Rd. & Avenida La Posta/ Calle Acervo AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 10 8 12:00 166 135 00:15 6 11 12:15 155 123 00:30 5 7 12:30 152 115 00:45 5 24 9 34 58 12:45 178 650 116 488 1137 01:00 2 6 13:00 155 118 01:15 2 6 13:15 159 106 01:30 2 5 13:30 170 125 01:45 17318 25 13:45 179 662 106 455 1117 02:00 0 1 14:00 158 109 02:15 1 1 14:15 159 117 02:30 1 2 14:30 179 131 02:45 1325 8 14:45 183 678 121 477 1154 03:00 1 1 15:00 212 121 03:15 2 2 15:15 210 125 03:30 3 2 15:30 239 122 03:45 3937 15 15:45 249 909 134 501 1410 04:00 6 4 16:00 226 135 04:15 1 9 16:15 240 147 04:30 7 8 16:30 233 144 04:45 8 21 5 25 46 16:45 238 936 147 573 1508 05:00 9 14 17:00 214 155 05:15 13 18 17:15 201 158 05:30 27 37 17:30 201 147 05:45 30 79 48 116 195 17:45 183 799 128 587 1386 06:00 43 77 18:00 173 126 06:15 47 131 18:15 168 105 06:30 66 151 18:30 137 108 06:45 73 229 132 490 719 18:45 117 594 96 435 1029 07:00 96 146 19:00 107 91 07:15 124 151 19:15 89 89 07:30 118 137 19:30 82 77 07:45 122 459 144 577 1036 19:45 92 369 77 334 702 08:00 127 139 20:00 66 74 08:15 147 169 20:15 68 72 08:30 160 152 20:30 55 67 08:45 174 608 144 603 1211 20:45 57 245 69 281 526 09:00 154 113 21:00 60 62 09:15 187 126 21:15 43 51 09:30 163 124 21:30 41 56 09:45 169 671 112 474 1145 21:45 39 181 45 213 394 10:00 164 116 22:00 43 47 10:15 176 107 22:15 30 37 10:30 178 109 22:30 38 29 10:45 149 665 115 447 1112 22:45 35 145 24 136 281 11:00 164 100 23:00 29 26 11:15 148 96 23:15 26 18 11:30 150 121 23:30 27 10 11:45 172 634 126 442 1076 23:45 26 108 15 69 176 Total Vol.3405 3237 6642 6272 4545 10817 NB SB Combined 9677 7781 17458 Split %51.3% 48.7%38.0%58.0% 42.0%62.0% Peak Hour 09:45 07:45 08:15 15:30 16:45 16:15 Volume 685 604 1211 953 606 1517 P.H.F.0.96 0.90 0.95 0.96 0.96 0.98 09-5084-024Project#Tuesday, July 21, 2009 Wednesday, July 22, 2009 Rancho Santa Fe Rd. btwn. Olivenhain Rd. & Avenida La Posta/ Calle Acervo AM PM Daily Totals 2-DAY AVERAGE Tuesday,21End Time Tue01:00 6502:00 2803:00 904:00 1605:00 3506:00 20207:00 73408:00 104009:00 123810:00 114111:00 107412:00 98813:00 111014:00 108115:00 115116:00 134717:00 148218:00 140219:00 100220:00 70321:00 51822:00 35723:00 27324:00 135Total 17131* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadJuly 21, 2009Between Olivenhain Road and Calle Acervo/Avenida La PostaRancho Santa Fe Road Between Olivenhain Roadand Calle Acervo/Avenida La Posta652891635202734104012381141107498811101081115113471482140210027035183572731350250500750100012501500175001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,22End Time Wed01:00 5102:00 2103:00 604:00 1405:00 5606:00 18707:00 70308:00 103209:00 118310:00 114811:00 114912:00 116313:00 116414:00 115215:00 115716:00 147217:00 153418:00 136919:00 105520:00 70121:00 53322:00 43023:00 28824:00 217Total 17785* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadJuly 22, 2009Between Olivenhain Road and Calle Acervo/Avenida La PostaRancho Santa Fe Road Between Olivenhain Roadand Calle Acervo/Avenida La Posta5121614561877031032118311481149116311641152115714721534136910557015334302882170250500750100012501500175001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 25 Location: Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 4 4 12:00 50 48 00:15 2 4 12:15 49 55 00:30 1 0 12:30 43 52 00:45 512 1 9 21 12:45 58 200 76 231 431 01:00 0 2 13:00 38 111 01:15 4 1 13:15 36 56 01:30 0 0 13:30 39 49 01:45 26 25 11 13:45 41 154 39 255 409 02:00 2 0 14:00 56 42 02:15 0 1 14:15 38 49 02:30 0 1 14:30 36 40 02:45 24 13 7 14:45 47 177 49 180 357 03:00 1 0 15:00 55 58 03:15 1 0 15:15 37 44 03:30 0 0 15:30 63 50 03:45 02 44 6 15:45 52 207 45 197 404 04:00 1 2 16:00 64 54 04:15 0 3 16:15 72 57 04:30 0 2 16:30 52 61 04:45 01 512 13 16:45 49 237 39 211 448 05:00 2 5 17:00 78 68 05:15 1 9 17:15 65 59 05:30 1 21 17:30 64 62 05:45 7111853 64 17:45 59 266 65 254 520 06:00 9 15 18:00 56 48 06:15 9 29 18:15 59 42 06:30 12 26 18:30 44 57 06:45 14 44 34 104 148 18:45 47 206 30 177 383 07:00 34 50 19:00 47 25 07:15 44 51 19:15 50 34 07:30 20 72 19:30 37 40 07:45 28 126 48 221 347 19:45 47 181 40 139 320 08:00 21 48 20:00 45 24 08:15 30 46 20:15 37 25 08:30 22 56 20:30 30 22 08:45 29 102 48 198 300 20:45 33 145 11 82 227 09:00 27 44 21:00 17 16 09:15 31 47 21:15 24 19 09:30 20 62 21:30 18 19 09:45 22 100 32 185 285 21:45 20 79 12 66 145 10:00 38 33 22:00 9 12 10:15 25 41 22:15 10 12 10:30 29 44 22:30 7 8 10:45 28 120 48 166 286 22:45 15 41 7 39 80 11:00 41 46 23:00 5 5 11:15 33 38 23:15 6 2 11:30 34 58 23:30 2 9 11:45 39 147 47 189 336 23:45 7 20 6 22 42 Total Vol.675 1149 1824 1913 1853 3766 EB WB Combined 2588 3002 5590 Split %37.0% 63.0%32.6%50.8% 49.2%67.4% Peak Hour 11:45 07:00 11:45 17:00 12:30 17:00 Volume 181 221 383 266 295 520 P.H.F.0.91 0.77 0.92 0.85 0.66 0.89 Carlsbad Village Dr. btwn. Victoria Ave. & Pontiac Dr. PM Project#Tuesday, July 07, 2009 AM Daily Totals 09-5084-025 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 3 4 12:00 44 59 00:15 4 2 12:15 43 48 00:30 6 1 12:30 50 54 00:45 5 18 4 11 29 12:45 41 178 75 236 414 01:00 8 0 13:00 49 94 01:15 4 3 13:15 46 61 01:30 3 3 13:30 50 69 01:45 015 0 6 21 13:45 37 182 57 281 463 02:00 1 0 14:00 50 41 02:15 1 1 14:15 26 46 02:30 1 0 14:30 44 31 02:45 03 01 4 14:45 60 180 39 157 337 03:00 0 0 15:00 57 42 03:15 1 2 15:15 34 63 03:30 1 2 15:30 46 44 03:45 02 15 7 15:45 49 186 53 202 388 04:00 1 1 16:00 50 44 04:15 0 1 16:15 66 64 04:30 2 5 16:30 67 39 04:45 14 714 18 16:45 64 247 47 194 441 05:00 1 10 17:00 66 78 05:15 3 9 17:15 80 59 05:30 3 13 17:30 78 44 05:45 4111850 61 17:45 67 291 45 226 517 06:00 7 21 18:00 68 47 06:15 5 29 18:15 57 49 06:30 15 29 18:30 41 41 06:45 13 40 37 116 156 18:45 51 217 59 196 413 07:00 23 37 19:00 39 46 07:15 50 57 19:15 50 43 07:30 27 63 19:30 44 21 07:45 18 118 55 212 330 19:45 37 170 32 142 312 08:00 31 46 20:00 32 14 08:15 22 52 20:15 39 30 08:30 18 65 20:30 28 31 08:45 20 91 55 218 309 20:45 35 134 26 101 235 09:00 30 55 21:00 22 15 09:15 34 45 21:15 34 14 09:30 27 48 21:30 22 11 09:45 28 119 40 188 307 21:45 23 101 14 54 155 10:00 24 42 22:00 17 7 10:15 25 47 22:15 8 15 10:30 31 38 22:30 12 5 10:45 26 106 43 170 276 22:45 12 49 9 36 85 11:00 35 45 23:00 7 5 11:15 36 53 23:15 0 3 11:30 43 51 23:30 7 8 11:45 51 165 54 203 368 23:45 4 18 4 20 38 Total Vol.692 1194 1886 1953 1845 3798 EB WB Combined 2645 3039 5684 Split %36.7% 63.3%33.2%51.4% 48.6%66.8% Peak Hour 11:45 08:15 11:45 17:15 12:45 17:00 Volume 188 227 403 293 299 517 P.H.F.0.92 0.87 0.96 0.92 0.80 0.90 AM PM Project#Wednesday, July 08, 2009 Carlsbad Village Dr. btwn. Victoria Ave. & Pontiac Dr. 09-5084-025 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 4 4 12:00 47 54 00:15 3 3 12:15 46 52 00:30 4 1 12:30 47 53 00:45 5 15 3 10 25 12:45 50 189 76 234 423 01:00 4 1 13:00 44 103 01:15 4 2 13:15 41 59 01:30 2 2 13:30 45 59 01:45 1111 6 16 13:45 39 168 48 268 436 02:00 2 0 14:00 53 42 02:15 1 1 14:15 32 48 02:30 1 1 14:30 40 36 02:45 1412 6 14:45 54 179 44 169 347 03:00 1 0 15:00 56 50 03:15 1 1 15:15 36 54 03:30 1 1 15:30 55 47 03:45 0235 7 15:45 51 197 49 200 396 04:00 1 2 16:00 57 49 04:15 0 2 16:15 69 61 04:30 1 4 16:30 60 50 04:45 13613 16 16:45 57 242 43 203 445 05:00 2 8 17:00 72 73 05:15 2 9 17:15 73 59 05:30 2 17 17:30 71 53 05:45 6111852 63 17:45 63 279 55 240 519 06:00 8 18 18:00 62 48 06:15 7 29 18:15 58 46 06:30 14 28 18:30 43 49 06:45 14 42 36 110 152 18:45 49 212 45 187 398 07:00 29 44 19:00 43 36 07:15 47 54 19:15 50 39 07:30 24 68 19:30 41 31 07:45 23 122 52 217 339 19:45 42 176 36 141 316 08:00 26 47 20:00 39 19 08:15 26 49 20:15 38 28 08:30 20 61 20:30 29 27 08:45 25 97 52 208 305 20:45 34 140 19 92 231 09:00 29 50 21:00 20 16 09:15 33 46 21:15 29 17 09:30 24 55 21:30 20 15 09:45 25 110 36 187 296 21:45 22 90 13 60 150 10:00 31 38 22:00 13 10 10:15 25 44 22:15 9 14 10:30 30 41 22:30 10 7 10:45 27 113 46 168 281 22:45 14 45 8 38 83 11:00 38 46 23:00 6 5 11:15 35 46 23:15 3 3 11:30 39 55 23:30 5 9 11:45 45 156 51 196 352 23:45 6 19 5 21 40 Total Vol.684 1172 1855 1933 1849 3782 EB WB Combined 2617 3021 5637 Split %36.8% 63.2%32.9%51.1% 48.9%67.1% Peak Hour 11:45 07:15 11:45 17:00 12:45 17:00 Volume 185 220 393 279 296 519 P.H.F.0.98 0.81 0.98 0.96 0.72 0.89 Daily Totals 2-DAY AVERAGE AM PM 09-5084-025Project#Tuesday, July 07, 2009 Wednesday, July 08, 2009 Carlsbad Village Dr. btwn. Victoria Ave. & Pontiac Dr. Tuesday,07End Time Tue01:00 2102:00 1103:00 704:00 605:00 1306:00 6407:00 14808:00 34709:00 30010:00 28511:00 28612:00 33613:00 43114:00 40915:00 35716:00 40417:00 44818:00 52019:00 38320:00 32021:00 22722:00 14523:00 8024:00 42Total 5590* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad Village DriveBetween Victoria Avenue and Pontiac DriveJuly 7, 2009Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive21117613641483473002852863364314093574044485203833202271458042025050075001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,08End Time Wed01:00 2902:00 2103:00 404:00 705:00 1806:00 6107:00 15608:00 33009:00 30910:00 30711:00 27612:00 36813:00 41414:00 46315:00 33716:00 38817:00 44118:00 51719:00 41320:00 31221:00 23522:00 15523:00 8524:00 38Total 5684* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad Village DriveBetween Victoria Avenue and Pontiac DriveJuly 8, 2009Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive29214718611563303093072763684144633373884415174133122351558538025050075001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK LINK COUNT SUMMARY Number: 26 Location: Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 21 15 12:00 217 212 00:15 13 8 12:15 187 199 00:30 11 6 12:30 217 192 00:45 12 57 2 31 88 12:45 203 824 189 792 1616 01:00 8 1 13:00 230 177 01:15 6 3 13:15 219 200 01:30 7 5 13:30 222 181 01:45 5 26 1 10 36 13:45 197 868 198 756 1624 02:00 3 1 14:00 188 189 02:15 3 4 14:15 180 171 02:30 3 5 14:30 193 209 02:45 4 13 8 18 31 14:45 203 764 187 756 1520 03:00 3 6 15:00 221 184 03:15 5 0 15:15 204 191 03:30 4 6 15:30 205 214 03:45 2 14 3 15 29 15:45 225 855 228 817 1672 04:00 5 11 16:00 224 221 04:15 6 24 16:15 254 230 04:30 14 20 16:30 242 238 04:45 12 37 34 89 126 16:45 283 1003 291 980 1983 05:00 26 56 17:00 309 320 05:15 28 56 17:15 277 280 05:30 43 66 17:30 291 283 05:45 34 131 116 294 425 17:45 295 1172 220 1103 2275 06:00 70 125 18:00 279 218 06:15 86 145 18:15 268 197 06:30 116 167 18:30 265 208 06:45 121 393 190 627 1020 18:45 200 1012 153 776 1788 07:00 136 219 19:00 180 126 07:15 181 260 19:15 183 127 07:30 268 243 19:30 161 102 07:45 207 792 234 956 1748 19:45 171 695 113 468 1163 08:00 230 211 20:00 159 100 08:15 218 279 20:15 140 91 08:30 261 276 20:30 145 89 08:45 211 920 231 997 1917 20:45 139 583 77 357 940 09:00 188 220 21:00 125 79 09:15 174 173 21:15 99 47 09:30 160 191 21:30 99 60 09:45 143 665 176 760 1425 21:45 87 410 55 241 651 10:00 157 174 22:00 66 45 10:15 172 198 22:15 70 42 10:30 130 196 22:30 72 34 10:45 134 593 213 781 1374 22:45 49 257 30 151 408 11:00 143 188 23:00 44 16 11:15 184 198 23:15 29 22 11:30 218 215 23:30 30 19 11:45 202 747 172 773 1520 23:45 25 128 10 67 195 Total Vol.4388 5351 9739 8571 7264 15835 EB WB Combined 12959 12615 25574 Split %45.1% 54.9%38.1%54.1% 45.9%61.9% Peak Hour 07:30 08:15 08:00 17:00 16:45 16:45 Volume 923 1006 1917 1172 1174 2334 P.H.F.0.86 0.90 0.89 0.95 0.92 0.93 DAY 1 Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Dr. PM Project#Tuesday, July 14, 2009 AM Daily Totals 09-5084-026 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 16 7 12:00 215 222 00:15 9 8 12:15 219 195 00:30 12 2 12:30 211 182 00:45 6 43 4 21 64 12:45 230 875 198 797 1672 01:00 7 4 13:00 218 195 01:15 10 4 13:15 244 226 01:30 7 4 13:30 228 188 01:45 7 31 3 15 46 13:45 197 887 181 790 1677 02:00 4 1 14:00 219 184 02:15 4 9 14:15 197 189 02:30 11 20 14:30 216 209 02:45 10 29 11 41 70 14:45 212 844 191 773 1617 03:00 7 5 15:00 220 194 03:15 6 6 15:15 199 222 03:30 9 4 15:30 229 193 03:45 10 32 6 21 53 15:45 222 870 215 824 1694 04:00 8 14 16:00 212 246 04:15 5 15 16:15 284 256 04:30 14 23 16:30 262 233 04:45 9 36 44 96 132 16:45 255 1013 279 1014 2027 05:00 21 48 17:00 304 275 05:15 28 49 17:15 290 278 05:30 39 70 17:30 308 284 05:45 35 123 115 282 405 17:45 284 1186 267 1104 2290 06:00 60 139 18:00 300 235 06:15 65 162 18:15 255 222 06:30 120 165 18:30 249 168 06:45 98 343 183 649 992 18:45 199 1003 162 787 1790 07:00 147 229 19:00 193 139 07:15 192 231 19:15 195 106 07:30 259 249 19:30 176 124 07:45 243 841 232 941 1782 19:45 173 737 97 466 1203 08:00 248 213 20:00 135 83 08:15 208 238 20:15 165 85 08:30 261 252 20:30 149 84 08:45 219 936 216 919 1855 20:45 138 587 85 337 924 09:00 180 194 21:00 138 68 09:15 162 196 21:15 113 45 09:30 167 212 21:30 94 61 09:45 164 673 182 784 1457 21:45 101 446 63 237 683 10:00 169 199 22:00 74 61 10:15 160 196 22:15 86 44 10:30 179 187 22:30 83 50 10:45 160 668 200 782 1450 22:45 59 302 32 187 489 11:00 173 220 23:00 43 33 11:15 168 199 23:15 31 12 11:30 162 229 23:30 22 17 11:45 186 689 188 836 1525 23:45 23 119 21 83 202 Total Vol.4444 5387 9831 8869 7399 16268 EB WB Combined 13313 12786 26099 Split %45.2% 54.8%37.7%54.5% 45.5%62.3% Peak Hour 07:45 07:00 07:45 17:00 16:45 17:00 Volume 960 941 1895 1186 1116 2290 P.H.F.0.92 0.94 0.92 0.96 0.98 0.97 09-5084-026 Daily Totals DAY 2 Project#Wednesday, July 15, 2009 Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Dr. AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 19 11 12:00 216 217 00:15 11 8 12:15 203 197 00:30 12 4 12:30 214 187 00:45 9 50 3 26 76 12:45 217 850 194 795 1644 01:00 8 3 13:00 224 186 01:15 8 4 13:15 232 213 01:30 7 5 13:30 225 185 01:45 6 29 2 13 41 13:45 197 878 190 773 1651 02:00 4 1 14:00 204 187 02:15 4 7 14:15 189 180 02:30 7 13 14:30 205 209 02:45 7211030 51 14:45 208 804 189 765 1569 03:00 5 6 15:00 221 189 03:15 6 3 15:15 202 207 03:30 7 5 15:30 217 204 03:45 6 23 5 18 41 15:45 224 863 222 821 1683 04:00 7 13 16:00 218 234 04:15 6 20 16:15 269 243 04:30 14 22 16:30 252 236 04:45 11 37 39 93 129 16:45 269 1008 285 997 2005 05:00 24 52 17:00 307 298 05:15 28 53 17:15 284 279 05:30 41 68 17:30 300 284 05:45 35 127 116 288 415 17:45 290 1179 244 1104 2283 06:00 65 132 18:00 290 227 06:15 76 154 18:15 262 210 06:30 118 166 18:30 257 188 06:45 110 368 187 638 1006 18:45 200 1008 158 782 1789 07:00 142 224 19:00 187 133 07:15 187 246 19:15 189 117 07:30 264 246 19:30 169 113 07:45 225 817 233 949 1765 19:45 172 716 105 467 1183 08:00 239 212 20:00 147 92 08:15 213 259 20:15 153 88 08:30 261 264 20:30 147 87 08:45 215 928 224 958 1886 20:45 139 585 81 347 932 09:00 184 207 21:00 132 74 09:15 168 185 21:15 106 46 09:30 164 202 21:30 97 61 09:45 154 669 179 772 1441 21:45 94 428 59 239 667 10:00 163 187 22:00 70 53 10:15 166 197 22:15 78 43 10:30 155 192 22:30 78 42 10:45 147 631 207 782 1412 22:45 54 280 31 169 449 11:00 158 204 23:00 44 25 11:15 176 199 23:15 30 17 11:30 190 222 23:30 26 18 11:45 194 718 180 805 1523 23:45 24 124 16 75 199 Total Vol.4416 5369 9785 8720 7332 16052 EB WB Combined 13136 12701 25837 Split %45.1% 54.9%37.9%54.3% 45.7%62.1% Peak Hour 07:30 07:45 07:45 17:00 16:45 16:45 Volume 941 968 1906 1179 1145 2304 P.H.F.0.89 0.92 0.91 0.96 0.96 0.95 09-5084-026Project#Tuesday, July 14, 2009 Wednesday, July 15, 2009 Poinsettia Ln. btwn. Paseo del Norte & Batiquitos Dr. AM PM Daily Totals 2-DAY AVERAGE Tuesday,14End Time Tue01:00 8802:00 3603:00 3104:00 2905:00 12606:00 42507:00 102008:00 174809:00 191710:00 142511:00 137412:00 152013:00 161614:00 162415:00 152016:00 167217:00 198318:00 227519:00 178820:00 116321:00 94022:00 65123:00 40824:00 195Total 25574* - Volumes represent combined totals of both directions.24-Hour Volume PlotPoinsettia LaneBetween Paseo Del Norte and Batiquitos DriveJuly 14, 2009Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive883631291264251020174819171425137415201616162415201672198322751788116394065140819502505007501000125015001750200022502500275001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,15End Time Wed01:00 6402:00 4603:00 7004:00 5305:00 13206:00 40507:00 99208:00 178209:00 185510:00 145711:00 145012:00 152513:00 167214:00 167715:00 161716:00 169417:00 202718:00 229019:00 179020:00 120321:00 92422:00 68323:00 48924:00 202Total 26099* - Volumes represent combined totals of both directions.24-Hour Volume PlotPoinsettia LaneBetween Paseo Del Norte and Batiquitos DriveJuly 15, 2009Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive64467053132405992178218551457145015251672167716171694202722901790120392468348920202505007501000125015001750200022502500275001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 27 Location: Tamarack Avenue Between El Camino Real and La Portalada Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 1 3 12:00 52 53 00:15 8 3 12:15 55 61 00:30 5 1 12:30 59 63 00:45 3 17 5 12 29 12:45 64 230 89 266 496 01:00 3 2 13:00 66 89 01:15 3 2 13:15 72 60 01:30 3 3 13:30 64 65 01:45 2 11 3 10 21 13:45 38 240 57 271 511 02:00 4 1 14:00 53 43 02:15 3 3 14:15 54 53 02:30 1 2 14:30 69 62 02:45 210 0 6 16 14:45 53 229 51 209 438 03:00 2 1 15:00 74 53 03:15 1 2 15:15 82 43 03:30 1 0 15:30 76 56 03:45 04 47 11 15:45 74 306 63 215 521 04:00 1 7 16:00 83 66 04:15 1 8 16:15 75 72 04:30 2 14 16:30 90 58 04:45 4 8 17 46 54 16:45 86 334 44 240 574 05:00 2 20 17:00 111 60 05:15 2 37 17:15 126 67 05:30 3 23 17:30 103 59 05:45 6 13 24 104 117 17:45 88 428 55 241 669 06:00 7 39 18:00 97 55 06:15 11 59 18:15 98 67 06:30 26 76 18:30 64 60 06:45 29 73 76 250 323 18:45 68 327 48 230 557 07:00 49 83 19:00 69 42 07:15 47 127 19:15 60 42 07:30 31 164 19:30 65 30 07:45 51 178 95 469 647 19:45 52 246 29 143 389 08:00 44 101 20:00 47 33 08:15 36 98 20:15 51 23 08:30 33 98 20:30 48 21 08:45 39 152 55 352 504 20:45 52 198 27 104 302 09:00 40 55 21:00 43 24 09:15 41 60 21:15 42 33 09:30 38 70 21:30 25 23 09:45 45 164 52 237 401 21:45 26 136 15 95 231 10:00 34 54 22:00 23 15 10:15 45 62 22:15 17 14 10:30 49 54 22:30 23 11 10:45 50 178 48 218 396 22:45 14 77 14 54 131 11:00 53 52 23:00 16 4 11:15 60 59 23:15 11 6 11:30 61 57 23:30 6 3 11:45 62 236 70 238 474 23:45 11 44 7 20 64 Total Vol.1044 1949 2993 2795 2088 4883 EB WB Combined 3839 4037 7876 Split %34.9% 65.1%38.0%57.2% 42.8%62.0% Peak Hour 11:00 07:15 07:15 17:00 12:45 17:00 Volume 236 487 660 428 303 669 P.H.F.0.95 0.74 0.85 0.85 0.85 0.87 Tamarack Ave. btwn. El Camino Real & La Portalada Dr. PM Project#Tuesday, July 07, 2009 AM Daily Totals 09-5084-027 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 8 4 12:00 54 54 00:15 10 5 12:15 66 56 00:30 4 3 12:30 75 64 00:45 7 29 3 15 44 12:45 56 251 69 243 494 01:00 1 2 13:00 67 68 01:15 3 2 13:15 78 64 01:30 2 1 13:30 54 79 01:45 17 05 12 13:45 61 260 53 264 524 02:00 4 1 14:00 55 61 02:15 2 0 14:15 62 52 02:30 3 1 14:30 63 55 02:45 09 35 14 14:45 81 261 42 210 471 03:00 0 2 15:00 60 52 03:15 3 1 15:15 80 51 03:30 0 0 15:30 80 56 03:45 03 36 9 15:45 80 300 59 218 518 04:00 2 5 16:00 82 59 04:15 2 13 16:15 95 70 04:30 2 10 16:30 89 65 04:45 2 8 13 41 49 16:45 80 346 60 254 600 05:00 3 20 17:00 113 79 05:15 2 24 17:15 103 64 05:30 2 31 17:30 104 52 05:45 10 17 31 106 123 17:45 100 420 59 254 674 06:00 7 34 18:00 82 63 06:15 10 72 18:15 79 56 06:30 24 69 18:30 62 51 06:45 26 67 73 248 315 18:45 71 294 29 199 493 07:00 48 91 19:00 75 44 07:15 52 122 19:15 61 48 07:30 39 184 19:30 51 26 07:45 41 180 91 488 668 19:45 61 248 33 151 399 08:00 47 96 20:00 44 32 08:15 35 85 20:15 49 34 08:30 29 77 20:30 57 33 08:45 39 150 70 328 478 20:45 45 195 31 130 325 09:00 37 59 21:00 40 26 09:15 47 55 21:15 36 21 09:30 44 82 21:30 22 20 09:45 40 168 50 246 414 21:45 40 138 17 84 222 10:00 39 68 22:00 15 10 10:15 57 68 22:15 20 12 10:30 44 64 22:30 18 8 10:45 36 176 67 267 443 22:45 17 70 5 35 105 11:00 49 64 23:00 15 10 11:15 47 67 23:15 17 10 11:30 50 63 23:30 10 4 11:45 55 201 66 260 461 23:45 12 54 2 26 80 Total Vol.1015 2015 3030 2837 2068 4905 EB WB Combined 3852 4083 7935 Split %33.5% 66.5%38.2%57.8% 42.2%61.8% Peak Hour 11:45 07:15 07:15 17:00 12:45 17:00 Volume 250 493 672 420 280 674 P.H.F.0.83 0.67 0.75 0.93 0.89 0.88 AM PM Project#Wednesday, July 08, 2009 Tamarack Ave. btwn. El Camino Real & La Portalada Dr. 09-5084-027 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 5 4 12:00 53 54 00:15 9 4 12:15 61 59 00:30 5 2 12:30 67 64 00:45 5 23 4 14 37 12:45 60 241 79 255 495 01:00 2 2 13:00 67 79 01:15 3 2 13:15 75 62 01:30 3 2 13:30 59 72 01:45 2928 17 13:45 50 250 55 268 518 02:00 4 1 14:00 54 52 02:15 3 2 14:15 58 53 02:30 2 2 14:30 66 59 02:45 1102 6 15 14:45 67 245 47 210 455 03:00 1 2 15:00 67 53 03:15 2 2 15:15 81 47 03:30 1 0 15:30 78 56 03:45 0447 10 15:45 77 303 61 217 520 04:00 2 6 16:00 83 63 04:15 2 11 16:15 85 71 04:30 2 12 16:30 90 62 04:45 3 8 15 44 52 16:45 83 340 52 247 587 05:00 3 20 17:00 112 70 05:15 2 31 17:15 115 66 05:30 3 27 17:30 104 56 05:45 8 15 28 105 120 17:45 94 424 57 248 672 06:00 7 37 18:00 90 59 06:15 11 66 18:15 89 62 06:30 25 73 18:30 63 56 06:45 28 70 75 249 319 18:45 70 311 39 215 525 07:00 49 87 19:00 72 43 07:15 50 125 19:15 61 45 07:30 35 174 19:30 58 28 07:45 46 179 93 479 658 19:45 57 247 31 147 394 08:00 46 99 20:00 46 33 08:15 36 92 20:15 50 29 08:30 31 88 20:30 53 27 08:45 39 151 63 340 491 20:45 49 197 29 117 314 09:00 39 57 21:00 42 25 09:15 44 58 21:15 39 27 09:30 41 76 21:30 24 22 09:45 43 166 51 242 408 21:45 33 137 16 90 227 10:00 37 61 22:00 19 13 10:15 51 65 22:15 19 13 10:30 47 59 22:30 21 10 10:45 43 177 58 243 420 22:45 16 74 10 45 118 11:00 51 58 23:00 16 7 11:15 54 63 23:15 14 8 11:30 56 60 23:30 8 4 11:45 59 219 68 249 468 23:45 12 49 5 23 72 Total Vol.1030 1982 3012 2816 2078 4894 EB WB Combined 3846 4060 7906 Split %34.2% 65.8%38.1%57.5% 42.5%61.9% Peak Hour 11:45 07:15 07:15 17:00 12:45 17:00 Volume 239 490 666 424 292 672 P.H.F.0.89 0.70 0.80 0.93 0.92 0.92 Daily Totals 2-DAY AVERAGE AM PM 09-5084-027Project#Tuesday, July 07, 2009 Wednesday, July 08, 2009 Tamarack Ave. btwn. El Camino Real & La Portalada Dr. Tuesday,07End Time Tue01:00 2902:00 2103:00 1604:00 1105:00 5406:00 11707:00 32308:00 64709:00 50410:00 40111:00 39612:00 47413:00 49614:00 51115:00 43816:00 52117:00 57418:00 66919:00 55720:00 38921:00 30222:00 23123:00 13124:00 64Total 7876* - Volumes represent combined totals of both directions.24-Hour Volume PlotTamarack AvenueBetween El Camino Real and La Portalada DriveJuly 7, 2009Tamarack Avenue Between El Camino Real and La Portalada Drive2921161154117323647504401396474496511438521574669557389302231131640250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,08End Time Wed01:00 4402:00 1203:00 1404:00 905:00 4906:00 12307:00 31508:00 66809:00 47810:00 41411:00 44312:00 46113:00 49414:00 52415:00 47116:00 51817:00 60018:00 67419:00 49320:00 39921:00 32522:00 22223:00 10524:00 80Total 7935* - Volumes represent combined totals of both directions.24-Hour Volume PlotTamarack AvenueBetween El Camino Real and La Portalada DriveJuly 8, 2009Tamarack Avenue Between El Camino Real and La Portalada Drive441214949123315668478414443461494524471518600674493399325222105800250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 28 Location: Paseo Del Norte Between Camino Del Parque (north) and Palomar Airport Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 1 2 12:00 82 87 00:15 4 7 12:15 61 70 00:30 1 1 12:30 83 69 00:45 39 414 23 12:45 72 298 68 294 592 01:00 0 1 13:00 70 69 01:15 1 3 13:15 61 65 01:30 1 1 13:30 75 71 01:45 46 27 13 13:45 69 275 80 285 560 02:00 0 1 14:00 56 66 02:15 1 1 14:15 68 87 02:30 3 3 14:30 57 62 02:45 15 16 11 14:45 54 235 70 285 520 03:00 1 0 15:00 64 67 03:15 0 2 15:15 56 60 03:30 2 2 15:30 55 74 03:45 36 26 12 15:45 58 233 80 281 514 04:00 7 1 16:00 51 67 04:15 4 1 16:15 76 78 04:30 3 3 16:30 66 82 04:45 822 0 5 27 16:45 67 260 92 319 579 05:00 10 2 17:00 66 112 05:15 18 5 17:15 69 80 05:30 28 7 17:30 61 108 05:45 22 78 2 16 94 17:45 60 256 83 383 639 06:00 23 7 18:00 59 86 06:15 51 19 18:15 59 76 06:30 45 13 18:30 42 71 06:45 49 168 27 66 234 18:45 54 214 60 293 507 07:00 67 29 19:00 42 53 07:15 62 32 19:15 49 72 07:30 87 34 19:30 35 56 07:45 78 294 46 141 435 19:45 36 162 64 245 407 08:00 74 37 20:00 23 36 08:15 80 49 20:15 19 50 08:30 80 40 20:30 24 44 08:45 58 292 51 177 469 20:45 24 90 35 165 255 09:00 78 42 21:00 15 45 09:15 61 31 21:15 14 28 09:30 72 50 21:30 15 24 09:45 63 274 52 175 449 21:45 20 64 30 127 191 10:00 59 54 22:00 8 19 10:15 71 56 22:15 6 14 10:30 64 49 22:30 7 9 10:45 77 271 46 205 476 22:45 4251557 82 11:00 86 64 23:00 5 8 11:15 82 70 23:15 4 12 11:30 82 68 23:30 1 5 11:45 70 320 76 278 598 23:45 3 13 4 29 42 Total Vol.1745 1096 2841 2125 2763 4888 NB SB Combined 3870 3859 7729 Split %61.4% 38.6%36.8%43.5% 56.5%63.2% Peak Hour 10:45 11:45 11:15 12:00 16:45 16:45 Volume 327 302 617 298 392 655 P.H.F.0.95 0.87 0.91 0.90 0.88 0.92 Paseo del Norte btwn. Camino del Parque (North) & Palomar Airport Rd. PM Project#Tuesday, July 14, 2009 AM Daily Totals 09-5084-028 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 3 6 12:00 72 83 00:15 3 5 12:15 73 85 00:30 4 2 12:30 90 80 00:45 1 11 2 15 26 12:45 83 318 82 330 648 01:00 2 3 13:00 87 80 01:15 1 0 13:15 83 80 01:30 0 2 13:30 67 90 01:45 25 16 11 13:45 68 305 72 322 627 02:00 1 3 14:00 68 76 02:15 1 3 14:15 58 69 02:30 4 1 14:30 77 79 02:45 17 411 18 14:45 65 268 92 316 584 03:00 1 2 15:00 61 69 03:15 1 2 15:15 74 66 03:30 2 5 15:30 58 83 03:45 37 110 17 15:45 72 265 79 297 562 04:00 4 2 16:00 85 97 04:15 9 0 16:15 74 100 04:30 4 0 16:30 69 90 04:45 926 2 4 30 16:45 78 306 113 400 706 05:00 11 4 17:00 71 114 05:15 16 3 17:15 67 89 05:30 20 6 17:30 81 108 05:45 26 73 7 20 93 17:45 68 287 101 412 699 06:00 31 9 18:00 68 92 06:15 35 13 18:15 60 74 06:30 49 19 18:30 50 77 06:45 48 163 16 57 220 18:45 47 225 62 305 530 07:00 63 24 19:00 48 65 07:15 61 37 19:15 38 63 07:30 73 38 19:30 45 58 07:45 62 259 49 148 407 19:45 27 158 59 245 403 08:00 87 38 20:00 33 49 08:15 74 34 20:15 31 53 08:30 79 40 20:30 20 52 08:45 51 291 51 163 454 20:45 19 103 44 198 301 09:00 63 45 21:00 18 36 09:15 56 37 21:15 20 27 09:30 60 38 21:30 11 31 09:45 72 251 28 148 399 21:45 19 68 22 116 184 10:00 75 49 22:00 11 31 10:15 57 49 22:15 6 24 10:30 76 41 22:30 8 22 10:45 107 315 51 190 505 22:45 9 34 18 95 129 11:00 78 72 23:00 8 10 11:15 82 44 23:15 7 9 11:30 75 71 23:30 2 6 11:45 95 330 99 286 616 23:45 3 20 7 32 52 Total Vol.1738 1058 2796 2357 3068 5425 NB SB Combined 4095 4126 8221 Split %62.2% 37.8%34.0%43.4% 56.6%66.0% Peak Hour 10:30 11:45 11:45 12:30 16:45 16:45 Volume 343 347 677 343 424 721 P.H.F.0.80 0.88 0.87 0.95 0.93 0.94 AM PM Project#Wednesday, July 15, 2009 Paseo del Norte btwn. Camino del Parque (North) & Palomar Airport Rd. 09-5084-028 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 2 4 12:00 77 85 00:15 4 6 12:15 67 78 00:30 3 2 12:30 87 75 00:45 2 10 3 15 25 12:45 78 308 75 312 620 01:00 1 2 13:00 79 75 01:15 1 2 13:15 72 73 01:30 1 2 13:30 71 81 01:45 3627 12 13:45 69 290 76 304 594 02:00 1 2 14:00 62 71 02:15 1 2 14:15 63 78 02:30 4 2 14:30 67 71 02:45 1639 15 14:45 60 252 81 301 552 03:00 1 1 15:00 63 68 03:15 1 2 15:15 65 63 03:30 2 4 15:30 57 79 03:45 3728 15 15:45 65 249 80 289 538 04:00 6 2 16:00 68 82 04:15 7 1 16:15 75 89 04:30 4 2 16:30 68 86 04:45 9241 5 29 16:45 73 283 103 360 643 05:00 11 3 17:00 69 113 05:15 17 4 17:15 68 85 05:30 24 7 17:30 71 108 05:45 24 76 5 18 94 17:45 64 272 92 398 669 06:00 27 8 18:00 64 89 06:15 43 16 18:15 60 75 06:30 47 16 18:30 46 74 06:45 49 166 22 62 227 18:45 51 220 61 299 519 07:00 65 27 19:00 45 59 07:15 62 35 19:15 44 68 07:30 80 36 19:30 40 57 07:45 70 277 48 145 421 19:45 32 160 62 245 405 08:00 81 38 20:00 28 43 08:15 77 42 20:15 25 52 08:30 80 40 20:30 22 48 08:45 55 292 51 170 462 20:45 22 97 40 182 278 09:00 71 44 21:00 17 41 09:15 59 34 21:15 17 28 09:30 66 44 21:30 13 28 09:45 68 263 40 162 424 21:45 20 66 26 122 188 10:00 67 52 22:00 10 25 10:15 64 53 22:15 6 19 10:30 70 45 22:30 8 16 10:45 92 293 49 198 491 22:45 7 30 17 76 106 11:00 82 68 23:00 7 9 11:15 82 57 23:15 6 11 11:30 79 70 23:30 2 6 11:45 83 325 88 282 607 23:45 3 17 6 31 47 Total Vol.1742 1077 2819 2241 2916 5157 NB SB Combined 3983 3993 7975 Split %61.8% 38.2%35.3%43.5% 56.5%64.7% Peak Hour 10:45 11:45 11:45 12:30 16:45 16:45 Volume 335 325 638 315 408 688 P.H.F.0.91 0.93 0.94 0.91 0.90 0.95 Daily Totals 2-DAY AVERAGE AM PM 09-5084-028Project#Tuesday, July 14, 2009 Wednesday, July 15, 2009 Paseo del Norte btwn. Camino del Parque (North) & Palomar Airport Rd. Tuesday,14End Time Tue01:00 2302:00 1303:00 1104:00 1205:00 2706:00 9407:00 23408:00 43509:00 46910:00 44911:00 47612:00 59813:00 59214:00 56015:00 52016:00 51417:00 57918:00 63919:00 50720:00 40721:00 25522:00 19123:00 8224:00 42Total 7729* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Camino Del Parque (North) and Palomar Airport RoadJuly 14, 2009Paseo Del Norte Between Camino Del Parque (North)and Palomar Airport Road23131112279423443546944947659859256052051457963950740725519182420250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,15End Time Wed01:00 2602:00 1103:00 1804:00 1705:00 3006:00 9307:00 22008:00 40709:00 45410:00 39911:00 50512:00 61613:00 64814:00 62715:00 58416:00 56217:00 70618:00 69919:00 53020:00 40321:00 30122:00 18423:00 12924:00 52Total 8221* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Camino Del Parque (North) and Palomar Airport RoadJuly 15, 2009Paseo Del Norte Between Camino Del Parque (North)and Palomar Airport Road261118173093220407454399505616648627584562706699530403301184129520250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 29 Location: Paseo del Norte Between Palomar Airport Road and Car Country Drive Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 3 2 12:00 101 85 00:15 0 2 12:15 115 109 00:30 1 2 12:30 98 73 00:45 04 06 10 12:45 110 424 93 360 784 01:00 5 2 13:00 109 106 01:15 0 1 13:15 80 89 01:30 1 1 13:30 90 92 01:45 17 15 12 13:45 101 380 87 374 754 02:00 0 3 14:00 114 89 02:15 2 2 14:15 99 83 02:30 3 0 14:30 85 92 02:45 16 38 14 14:45 102 400 104 368 768 03:00 0 0 15:00 94 72 03:15 1 3 15:15 89 89 03:30 3 1 15:30 75 97 03:45 15 04 9 15:45 108 366 95 353 719 04:00 0 3 16:00 88 82 04:15 3 3 16:15 67 84 04:30 1 2 16:30 80 75 04:45 26 311 17 16:45 66 301 97 338 639 05:00 5 3 17:00 77 90 05:15 16 7 17:15 53 82 05:30 12 7 17:30 75 84 05:45 14 47 10 27 74 17:45 64 269 69 325 594 06:00 19 10 18:00 57 67 06:15 31 15 18:15 43 39 06:30 38 17 18:30 49 51 06:45 31 119 18 60 179 18:45 44 193 52 209 402 07:00 46 31 19:00 46 36 07:15 56 48 19:15 57 42 07:30 80 48 19:30 50 44 07:45 64 246 42 169 415 19:45 37 190 42 164 354 08:00 56 46 20:00 41 45 08:15 59 59 20:15 40 28 08:30 79 57 20:30 32 26 08:45 73 267 61 223 490 20:45 37 150 41 140 290 09:00 62 61 21:00 29 25 09:15 61 60 21:15 25 21 09:30 68 70 21:30 23 13 09:45 81 272 67 258 530 21:45 18 95 15 74 169 10:00 66 82 22:00 12 8 10:15 65 92 22:15 6 7 10:30 65 98 22:30 6 3 10:45 87 283 69 341 624 22:45 9 33 5 23 56 11:00 80 104 23:00 14 1 11:15 74 91 23:15 4 1 11:30 103 89 23:30 3 3 11:45 84 341 105 389 730 23:45 526 4 9 35 Total Vol.1603 1501 3104 2827 2737 5564 NB SB Combined 4430 4238 8668 Split %51.6% 48.4%35.8%50.8% 49.2%64.2% Peak Hour 11:30 11:00 11:30 12:15 12:15 12:15 Volume 403 389 791 432 381 813 P.H.F.0.88 0.93 0.88 0.94 0.87 0.91 DAY 1 Paseo del Norte btwn. Palomar Airport Rd. & Car Country Dr. PM Project#Tuesday, July 21, 2009 AM Daily Totals 09-5084-029 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 7 4 12:00 101 89 00:15 2 0 12:15 73 117 00:30 4 1 12:30 137 109 00:45 013 2 7 20 12:45 87 398 98 413 811 01:00 0 1 13:00 100 95 01:15 0 1 13:15 87 102 01:30 0 3 13:30 95 117 01:45 22 05 7 13:45 100 382 105 419 801 02:00 4 1 14:00 93 92 02:15 1 0 14:15 110 100 02:30 0 5 14:30 104 107 02:45 16 17 13 14:45 85 392 87 386 778 03:00 1 0 15:00 94 77 03:15 0 0 15:15 85 91 03:30 0 1 15:30 82 100 03:45 01 12 3 15:45 87 348 100 368 716 04:00 1 3 16:00 70 96 04:15 2 2 16:15 81 106 04:30 0 3 16:30 70 70 04:45 14 19 13 16:45 84 305 79 351 656 05:00 0 5 17:00 88 112 05:15 10 5 17:15 94 124 05:30 15 15 17:30 76 132 05:45 16 41 11 36 77 17:45 67 325 123 491 816 06:00 10 18 18:00 74 92 06:15 20 16 18:15 42 52 06:30 42 15 18:30 38 58 06:45 38 110 17 66 176 18:45 44 198 52 254 452 07:00 53 24 19:00 52 45 07:15 53 29 19:15 50 46 07:30 64 51 19:30 52 46 07:45 50 220 50 154 374 19:45 32 186 46 183 369 08:00 49 50 20:00 35 32 08:15 40 49 20:15 31 33 08:30 60 64 20:30 31 29 08:45 65 214 65 228 442 20:45 42 139 32 126 265 09:00 70 60 21:00 35 18 09:15 70 65 21:15 24 24 09:30 61 64 21:30 24 15 09:45 58 259 79 268 527 21:45 13 96 13 70 166 10:00 73 74 22:00 7 5 10:15 63 81 22:15 5 10 10:30 68 92 22:30 6 5 10:45 64 268 86 333 601 22:45 8 26 4 24 50 11:00 67 94 23:00 4 3 11:15 81 91 23:15 8 5 11:30 94 107 23:30 3 5 11:45 63 305 127 419 724 23:45 4 19 3 16 35 Total Vol.1443 1534 2977 2814 3101 5915 NB SB Combined 4257 4635 8892 Split %48.5% 51.5%33.5%47.6% 52.4%66.5% Peak Hour 11:45 11:45 11:45 12:30 17:00 12:15 Volume 374 442 816 411 491 816 P.H.F.0.68 0.87 0.83 0.75 0.93 0.83 09-5084-029 Daily Totals DAY 2 Project#Wednesday, July 22, 2009 Paseo del Norte btwn. Palomar Airport Rd. & Car Country Dr. AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 5 3 12:00 101 87 00:15 1 1 12:15 94 113 00:30 3 2 12:30 118 91 00:45 0917 15 12:45 99 411 96 387 798 01:00 3 2 13:00 105 101 01:15 0 1 13:15 84 96 01:30 1 2 13:30 93 105 01:45 2515 10 13:45 101 381 96 397 778 02:00 2 2 14:00 104 91 02:15 2 1 14:15 105 92 02:30 2 3 14:30 95 100 02:45 1628 14 14:45 94 396 96 377 773 03:00 1 0 15:00 94 75 03:15 1 2 15:15 87 90 03:30 2 1 15:30 79 99 03:45 1313 6 15:45 98 357 98 361 718 04:00 1 3 16:00 79 89 04:15 3 3 16:15 74 95 04:30 1 3 16:30 75 73 04:45 25210 15 16:45 75 303 88 345 648 05:00 3 4 17:00 83 101 05:15 13 6 17:15 74 103 05:30 14 11 17:30 76 108 05:45 15 44 11 32 76 17:45 66 297 96 408 705 06:00 15 14 18:00 66 80 06:15 26 16 18:15 43 46 06:30 40 16 18:30 44 55 06:45 35 115 18 63 178 18:45 44 196 52 232 427 07:00 50 28 19:00 49 41 07:15 55 39 19:15 54 44 07:30 72 50 19:30 51 45 07:45 57 233 46 162 395 19:45 35 188 44 174 362 08:00 53 48 20:00 38 39 08:15 50 54 20:15 36 31 08:30 70 61 20:30 32 28 08:45 69 241 63 226 466 20:45 40 145 37 133 278 09:00 66 61 21:00 32 22 09:15 66 63 21:15 25 23 09:30 65 67 21:30 24 14 09:45 70 266 73 263 529 21:45 16 96 14 72 168 10:00 70 78 22:00 10 7 10:15 64 87 22:15 6 9 10:30 67 95 22:30 6 4 10:45 76 276 78 337 613 22:45 9 30 5 24 53 11:00 74 99 23:00 9 2 11:15 78 91 23:15 6 3 11:30 99 98 23:30 3 4 11:45 74 323 116 404 727 23:45 5 23 4 13 35 Total Vol.1523 1518 3041 2821 2919 5740 NB SB Combined 4344 4437 8780 Split %50.1% 49.9%34.6%49.1% 50.9%65.4% Peak Hour 11:45 11:30 11:45 12:15 17:00 12:15 Volume 386 414 793 415 408 815 P.H.F.0.82 0.89 0.95 0.88 0.94 0.98 09-5084-029Project#Tuesday, July 21, 2009 Wednesday, July 22, 2009 Paseo del Norte btwn. Palomar Airport Rd. & Car Country Dr. AM PM Daily Totals 2-DAY AVERAGE Tuesday,21End Time Tue01:00 1002:00 1203:00 1404:00 905:00 1706:00 7407:00 17908:00 41509:00 49010:00 53011:00 62412:00 73013:00 78414:00 75415:00 76816:00 71917:00 63918:00 59419:00 40220:00 35421:00 29022:00 16923:00 5624:00 35Total 8668* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Palomar Airport Road and Car Country DriveJuly 21, 2009Paseo Del Norte Between Palomar Airport Road and Car Country Drive10121491774179415490530624730784754768719639594402354290169563501002003004005006007008009001000110001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,22End Time Wed01:00 2002:00 703:00 1304:00 305:00 1306:00 7707:00 17608:00 37409:00 44210:00 52711:00 60112:00 72413:00 81114:00 80115:00 77816:00 71617:00 65618:00 81619:00 45220:00 36921:00 26522:00 16623:00 5024:00 35Total 8892* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Palomar Airport Road and Car Country DriveJuly 22, 2009Paseo Del Norte Between Palomar Airport Road and Car Country Drive2071331377176374442527601724811801778716656816452369265166503501002003004005006007008009001000110001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 30 Location: Cannon Road Between Paseo Del Norte and Car Country Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 16 8 12:00 197 169 00:15 8 6 12:15 239 174 00:30 8 4 12:30 205 128 00:45 3 35 8 26 61 12:45 229 870 157 628 1498 01:00 8 2 13:00 198 159 01:15 4 2 13:15 224 165 01:30 2 1 13:30 174 140 01:45 1 15 6 11 26 13:45 202 798 167 631 1429 02:00 4 3 14:00 186 171 02:15 4 1 14:15 181 192 02:30 4 4 14:30 192 175 02:45 5 17 5 13 30 14:45 148 707 206 744 1451 03:00 4 2 15:00 174 194 03:15 5 9 15:15 158 271 03:30 6 8 15:30 222 219 03:45 7 22 8 27 49 15:45 183 737 296 980 1717 04:00 10 11 16:00 195 228 04:15 6 15 16:15 197 286 04:30 19 19 16:30 177 292 04:45 6 41 32 77 118 16:45 195 764 377 1183 1947 05:00 25 36 17:00 223 358 05:15 47 47 17:15 241 357 05:30 62 48 17:30 193 269 05:45 53 187 85 216 403 17:45 158 815 261 1245 2060 06:00 81 111 18:00 120 229 06:15 105 93 18:15 149 202 06:30 178 120 18:30 112 183 06:45 135 499 134 458 957 18:45 112 493 177 791 1284 07:00 241 139 19:00 97 150 07:15 279 157 19:15 117 152 07:30 319 161 19:30 91 156 07:45 250 1089 144 601 1690 19:45 87 392 186 644 1036 08:00 228 135 20:00 73 211 08:15 234 158 20:15 90 143 08:30 217 149 20:30 71 82 08:45 208 887 123 565 1452 20:45 81 315 55 491 806 09:00 214 118 21:00 62 45 09:15 243 131 21:15 72 36 09:30 276 134 21:30 64 29 09:45 327 1060 133 516 1576 21:45 47 245 26 136 381 10:00 280 130 22:00 45 20 10:15 266 132 22:15 35 28 10:30 253 131 22:30 32 25 10:45 216 1015 138 531 1546 22:45 24 136 16 89 225 11:00 210 152 23:00 19 20 11:15 214 187 23:15 21 11 11:30 207 183 23:30 23 15 11:45 185 816 172 694 1510 23:45 15 78 10 56 134 Total Vol.5683 3735 9418 6350 7618 13968 EB WB Combined 12033 11353 23386 Split %60.3% 39.7%40.3%45.5% 54.5%59.7% Peak Hour 09:30 11:15 07:00 12:15 16:30 16:30 Volume 1149 711 1690 871 1384 2220 P.H.F.0.88 0.95 0.88 0.91 0.92 0.93 Cannon Rd. btwn. Paseo del Norte & Car Country Dr. PM Project#Tuesday, July 28, 2009 AM Daily Totals 09-5084-030 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 19 9 12:00 216 173 00:15 13 5 12:15 232 186 00:30 12 3 12:30 235 153 00:45 9 53 3 20 73 12:45 212 895 161 673 1568 01:00 10 1 13:00 215 153 01:15 7 1 13:15 178 149 01:30 7 3 13:30 223 124 01:45 1 25 8 13 38 13:45 182 798 160 586 1384 02:00 3 0 14:00 199 163 02:15 1 4 14:15 179 190 02:30 5 2 14:30 188 173 02:45 1 10 4 10 20 14:45 160 726 225 751 1477 03:00 2 3 15:00 168 208 03:15 5 5 15:15 174 269 03:30 7 8 15:30 161 227 03:45 10 24 9 25 49 15:45 175 678 264 968 1646 04:00 16 7 16:00 170 219 04:15 12 17 16:15 190 294 04:30 24 19 16:30 180 239 04:45 11 63 25 68 131 16:45 206 746 391 1143 1889 05:00 20 35 17:00 219 324 05:15 43 38 17:15 156 321 05:30 63 53 17:30 161 264 05:45 38 164 66 192 356 17:45 171 707 254 1163 1870 06:00 76 78 18:00 150 215 06:15 117 116 18:15 122 181 06:30 172 110 18:30 137 179 06:45 136 501 135 439 940 18:45 111 520 179 754 1274 07:00 246 136 19:00 119 174 07:15 272 158 19:15 98 160 07:30 323 159 19:30 95 164 07:45 266 1107 167 620 1727 19:45 87 399 158 656 1055 08:00 237 158 20:00 94 192 08:15 200 140 20:15 90 194 08:30 219 145 20:30 77 114 08:45 202 858 126 569 1427 20:45 65 326 51 551 877 09:00 195 121 21:00 45 37 09:15 229 124 21:15 62 40 09:30 325 112 21:30 49 41 09:45 305 1054 115 472 1526 21:45 56 212 35 153 365 10:00 292 149 22:00 42 27 10:15 252 147 22:15 48 21 10:30 250 125 22:30 34 13 10:45 225 1019 131 552 1571 22:45 31 155 16 77 232 11:00 224 152 23:00 21 13 11:15 239 182 23:15 22 20 11:30 181 211 23:30 13 4 11:45 179 823 196 741 1564 23:45 20 76 10 47 123 Total Vol.5701 3721 9422 6238 7522 13760 EB WB Combined 11939 11243 23182 Split %60.5% 39.5%40.6%45.3% 54.7%59.4% Peak Hour 09:30 11:30 07:15 12:00 16:45 16:15 Volume 1174 766 1740 895 1300 2043 P.H.F.0.90 0.91 0.90 0.95 0.83 0.86 AM PM Project#Wednesday, July 29, 2009 Cannon Rd. btwn. Paseo del Norte & Car Country Dr. 09-5084-030 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 18 9 12:00 207 171 00:15 11 6 12:15 236 180 00:30 10 4 12:30 220 141 00:45 6 44 6 23 67 12:45 221 883 159 651 1533 01:00 9 2 13:00 207 156 01:15 6 2 13:15 201 157 01:30 5 2 13:30 199 132 01:45 1 20 7 12 32 13:45 192 798 164 609 1407 02:00 4 2 14:00 193 167 02:15 3 3 14:15 180 191 02:30 5 3 14:30 190 174 02:45 3 14 5 12 25 14:45 154 717 216 748 1464 03:00 3 3 15:00 171 201 03:15 5 7 15:15 166 270 03:30 7 8 15:30 192 223 03:45 9 23 9 26 49 15:45 179 708 280 974 1682 04:00 13 9 16:00 183 224 04:15 9 16 16:15 194 290 04:30 22 19 16:30 179 266 04:45 9 52 29 73 125 16:45 201 755 384 1163 1918 05:00 23 36 17:00 221 341 05:15 45 43 17:15 199 339 05:30 63 51 17:30 177 267 05:45 46 176 76 204 380 17:45 165 761 258 1204 1965 06:00 79 95 18:00 135 222 06:15 111 105 18:15 136 192 06:30 175 115 18:30 125 181 06:45 136 500 135 449 949 18:45 112 507 178 773 1279 07:00 244 138 19:00 108 162 07:15 276 158 19:15 108 156 07:30 321 160 19:30 93 160 07:45 258 1098 156 611 1709 19:45 87 396 172 650 1046 08:00 233 147 20:00 84 202 08:15 217 149 20:15 90 169 08:30 218 147 20:30 74 98 08:45 205 873 125 567 1440 20:45 73 321 53 521 842 09:00 205 120 21:00 54 41 09:15 236 128 21:15 67 38 09:30 301 123 21:30 57 35 09:45 316 1057 124 494 1551 21:45 52 229 31 145 373 10:00 286 140 22:00 44 24 10:15 259 140 22:15 42 25 10:30 252 128 22:30 33 19 10:45 221 1017 135 542 1559 22:45 28 146 16 83 229 11:00 217 152 23:00 20 17 11:15 227 185 23:15 22 16 11:30 194 197 23:30 18 10 11:45 182 820 184 718 1537 23:45 18 77 10 52 129 Total Vol.5692 3728 9420 6294 7570 13864 EB WB Combined 11986 11298 23284 Split %60.4% 39.6%40.5%45.4% 54.6%59.5% Peak Hour 09:30 11:15 07:00 12:00 16:45 16:30 Volume 1162 737 1709 883 1331 2128 P.H.F.0.92 0.93 0.89 0.94 0.87 0.91 Daily Totals 2-DAY AVERAGE AM PM 09-5084-030Project#Tuesday, July 28, 2009 Wednesday, July 29, 2009 Cannon Rd. btwn. Paseo del Norte & Car Country Dr. Tuesday,28End Time Tue01:00 6102:00 2603:00 3004:00 4905:00 11806:00 40307:00 95708:00 169009:00 145210:00 157611:00 154612:00 151013:00 149814:00 142915:00 145116:00 171717:00 194718:00 206019:00 128420:00 103621:00 80622:00 38123:00 22524:00 134Total 23386* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween Paseo Del Norte and Car Country DriveJuly 28, 2009Cannon Road Between Paseo Del Norte and Car Country Drive6126304911840395716901452157615461510149814291451171719472060128410368063812251340250500750100012501500175020002250250001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,29End Time Wed01:00 7302:00 3803:00 2004:00 4905:00 13106:00 35607:00 94008:00 172709:00 142710:00 152611:00 157112:00 156413:00 156814:00 138415:00 147716:00 164617:00 188918:00 187019:00 127420:00 105521:00 87722:00 36523:00 23224:00 123Total 23182* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween Paseo Del Norte and Car Country DriveJuly 29, 2009Cannon Road Between Paseo Del Norte and Car Country Drive7338204913135694017271427152615711564156813841477164618891870127410558773652321230250500750100012501500175020002250250001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 31 Location: Cannon Road Between El Camino Real and College Boulevard Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 23 1 12:00 115 107 00:15 19 6 12:15 130 131 00:30 9 7 12:30 108 124 00:45 8 59 2 16 75 12:45 122 475 124 486 961 01:00 6 4 13:00 116 99 01:15 4 5 13:15 134 111 01:30 3 2 13:30 114 106 01:45 13 26 5 16 42 13:45 114 478 120 436 914 02:00 7 4 14:00 130 98 02:15 3 0 14:15 161 109 02:30 5 4 14:30 144 113 02:45 2 17 3 11 28 14:45 179 614 115 435 1049 03:00 4 9 15:00 161 113 03:15 0 17 15:15 227 98 03:30 6 16 15:30 236 93 03:45 3133173 86 15:45 241 865 78 382 1247 04:00 8 35 16:00 228 101 04:15 4 31 16:15 278 99 04:30 4 69 16:30 278 106 04:45 6 22 39 174 196 16:45 305 1089 90 396 1485 05:00 12 52 17:00 363 91 05:15 16 97 17:15 298 104 05:30 13 159 17:30 257 93 05:45 26 67 129 437 504 17:45 249 1167 65 353 1520 06:00 18 159 18:00 191 84 06:15 24 182 18:15 176 76 06:30 47 241 18:30 161 74 06:45 34 123 251 833 956 18:45 118 646 66 300 946 07:00 41 231 19:00 104 74 07:15 54 313 19:15 90 46 07:30 65 334 19:30 108 74 07:45 67 227 237 1115 1342 19:45 67 369 42 236 605 08:00 80 218 20:00 93 43 08:15 65 231 20:15 79 40 08:30 90 180 20:30 89 37 08:45 66 301 169 798 1099 20:45 85 346 55 175 521 09:00 78 136 21:00 68 38 09:15 77 115 21:15 69 36 09:30 52 135 21:30 61 24 09:45 55 262 91 477 739 21:45 39 237 24 122 359 10:00 67 96 22:00 34 16 10:15 82 94 22:15 45 26 10:30 71 105 22:30 32 10 10:45 99 319 91 386 705 22:45 33 144 18 70 214 11:00 88 111 23:00 23 13 11:15 118 112 23:15 23 9 11:30 119 104 23:30 21 12 11:45 120 445 93 420 865 23:45 29 96 9 43 139 Total Vol.1881 4756 6637 6526 3434 9960 EB WB Combined 8407 8190 16597 Split %28.3% 71.7%40.0%65.5% 34.5%60.0% Peak Hour 11:30 06:45 07:15 16:30 12:00 16:30 Volume 484 1129 1368 1244 486 1635 P.H.F.0.93 0.85 0.86 0.86 0.93 0.90 Cannon Rd. btwn. El Camino Real & College Blvd. PM Project#Tuesday, July 28, 2009 AM Daily Totals 09-5084-031 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 34 7 12:00 128 127 00:15 17 4 12:15 118 137 00:30 13 6 12:30 100 131 00:45 10 74 2 19 93 12:45 107 453 128 523 976 01:00 8 4 13:00 125 104 01:15 5 3 13:15 137 108 01:30 8 3 13:30 108 115 01:45 10 31 2 12 43 13:45 127 497 101 428 925 02:00 7 3 14:00 138 103 02:15 2 5 14:15 182 94 02:30 1 1 14:30 177 94 02:45 1 11 6 15 26 14:45 177 674 95 386 1060 03:00 3 4 15:00 160 95 03:15 2 15 15:15 238 105 03:30 6 14 15:30 202 103 03:45 4152760 75 15:45 255 855 92 395 1250 04:00 4 34 16:00 214 113 04:15 7 28 16:15 290 103 04:30 5 75 16:30 240 116 04:45 3 19 45 182 201 16:45 298 1042 107 439 1481 05:00 7 47 17:00 344 106 05:15 17 99 17:15 267 97 05:30 14 162 17:30 218 95 05:45 25 63 123 431 494 17:45 189 1018 76 374 1392 06:00 16 181 18:00 182 75 06:15 25 174 18:15 134 77 06:30 32 239 18:30 115 71 06:45 37 110 221 815 925 18:45 121 552 60 283 835 07:00 28 288 19:00 118 60 07:15 34 330 19:15 89 50 07:30 74 316 19:30 115 43 07:45 64 200 248 1182 1382 19:45 83 405 32 185 590 08:00 65 226 20:00 91 42 08:15 78 220 20:15 85 49 08:30 85 207 20:30 78 43 08:45 76 304 140 793 1097 20:45 80 334 39 173 507 09:00 74 151 21:00 57 33 09:15 70 124 21:15 54 31 09:30 81 112 21:30 40 27 09:45 82 307 84 471 778 21:45 42 193 31 122 315 10:00 76 108 22:00 35 22 10:15 96 100 22:15 41 29 10:30 84 99 22:30 37 9 10:45 97 353 101 408 761 22:45 41 154 22 82 236 11:00 104 93 23:00 36 20 11:15 106 112 23:15 25 8 11:30 118 137 23:30 21 10 11:45 136 464 116 458 922 23:45 18 100 6 44 144 Total Vol.1951 4846 6797 6277 3434 9711 EB WB Combined 8228 8280 16508 Split %28.7% 71.3%41.2%64.6% 35.4%58.8% Peak Hour 11:30 07:00 07:00 16:15 12:00 16:15 Volume 500 1182 1382 1172 523 1604 P.H.F.0.92 0.90 0.89 0.85 0.95 0.89 AM PM Project#Wednesday, July 29, 2009 Cannon Rd. btwn. El Camino Real & College Blvd. 09-5084-031 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 29 4 12:00 122 117 00:15 18 5 12:15 124 134 00:30 11 7 12:30 104 128 00:45 9 67 2 18 84 12:45 115 464 126 505 969 01:00 7 4 13:00 121 102 01:15 5 4 13:15 136 110 01:30 6 3 13:30 111 111 01:45 12 29 4 14 43 13:45 121 488 111 432 920 02:00 7 4 14:00 134 101 02:15 3 3 14:15 172 102 02:30 3 3 14:30 161 104 02:45 2 14 5 13 27 14:45 178 644 105 411 1055 03:00 4 7 15:00 161 104 03:15 1 16 15:15 233 102 03:30 6 15 15:30 219 98 03:45 4142967 81 15:45 248 860 85 389 1249 04:00 6 35 16:00 221 107 04:15 6 30 16:15 284 101 04:30 5 72 16:30 259 111 04:45 5 21 42 178 199 16:45 302 1066 99 418 1483 05:00 10 50 17:00 354 99 05:15 17 98 17:15 283 101 05:30 14 161 17:30 238 94 05:45 26 65 126 434 499 17:45 219 1093 71 364 1456 06:00 17 170 18:00 187 80 06:15 25 178 18:15 155 77 06:30 40 240 18:30 138 73 06:45 36 117 236 824 941 18:45 120 599 63 292 891 07:00 35 260 19:00 111 67 07:15 44 322 19:15 90 48 07:30 70 325 19:30 112 59 07:45 66 214 243 1149 1362 19:45 75 387 37 211 598 08:00 73 222 20:00 92 43 08:15 72 226 20:15 82 45 08:30 88 194 20:30 84 40 08:45 71 303 155 796 1098 20:45 83 340 47 174 514 09:00 76 144 21:00 63 36 09:15 74 120 21:15 62 34 09:30 67 124 21:30 51 26 09:45 69 285 88 474 759 21:45 41 215 28 122 337 10:00 72 102 22:00 35 19 10:15 89 97 22:15 43 28 10:30 78 102 22:30 35 10 10:45 98 336 96 397 733 22:45 37 149 20 76 225 11:00 96 102 23:00 30 17 11:15 112 112 23:15 24 9 11:30 119 121 23:30 21 11 11:45 128 455 105 439 894 23:45 24 98 8 44 142 Total Vol.1916 4801 6717 6402 3434 9836 EB WB Combined 8318 8235 16553 Split %28.5% 71.5%40.6%65.1% 34.9%59.4% Peak Hour 11:30 07:00 07:15 16:15 12:00 16:15 Volume 492 1149 1363 1198 505 1607 P.H.F.0.96 0.88 0.86 0.85 0.94 0.89 Daily Totals 2-DAY AVERAGE AM PM 09-5084-031Project#Tuesday, July 28, 2009 Wednesday, July 29, 2009 Cannon Rd. btwn. El Camino Real & College Blvd. Tuesday,28End Time Tue01:00 7502:00 4203:00 2804:00 8605:00 19606:00 50407:00 95608:00 134209:00 109910:00 73911:00 70512:00 86513:00 96114:00 91415:00 104916:00 124717:00 148518:00 152019:00 94620:00 60521:00 52122:00 35923:00 21424:00 139Total 16597* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween El Camino Real and College BoulevardJuly 28, 2009Cannon Road Between El Camino Real and College Boulevard75422886196504956134210997397058659619141049124714851520946605521359214139025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,29End Time Wed01:00 9302:00 4303:00 2604:00 7505:00 20106:00 49407:00 92508:00 138209:00 109710:00 77811:00 76112:00 92213:00 97614:00 92515:00 106016:00 125017:00 148118:00 139219:00 83520:00 59021:00 50722:00 31523:00 23624:00 144Total 16508* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween El Camino Real and College BoulevardJuly 29, 2009Cannon Road Between El Camino Real and College Boulevard93432675201494925138210977787619229769251060125014811392835590507315236144025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 32 Location: College Boulevard Between Tamarack Avenue (N) and N. City Limits Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 23 12 12:00 154 193 00:15 12 10 12:15 190 203 00:30 12 7 12:30 170 226 00:45 8 55 3 32 87 12:45 259 773 227 849 1622 01:00 10 14 13:00 217 222 01:15 7 14 13:15 214 184 01:30 3 9 13:30 200 172 01:45 10 30 9 46 76 13:45 175 806 191 769 1575 02:00 6 6 14:00 181 226 02:15 2 4 14:15 225 191 02:30 2 7 14:30 242 171 02:45 3 13 5 22 35 14:45 228 876 188 776 1652 03:00 3 7 15:00 221 188 03:15 3 14 15:15 253 169 03:30 4 10 15:30 252 171 03:45 7172253 70 15:45 272 998 172 700 1698 04:00 5 28 16:00 278 215 04:15 10 46 16:15 316 214 04:30 12 58 16:30 307 241 04:45 21 48 25 157 205 16:45 355 1256 204 874 2130 05:00 26 59 17:00 376 229 05:15 34 120 17:15 282 198 05:30 28 158 17:30 268 203 05:45 56 144 129 466 610 17:45 223 1149 184 814 1963 06:00 78 144 18:00 243 174 06:15 88 223 18:15 208 149 06:30 89 210 18:30 171 150 06:45 135 390 205 782 1172 18:45 135 757 148 621 1378 07:00 141 308 19:00 154 152 07:15 194 364 19:15 127 164 07:30 201 280 19:30 122 132 07:45 166 702 240 1192 1894 19:45 119 522 123 571 1093 08:00 157 210 20:00 96 107 08:15 143 199 20:15 118 102 08:30 168 199 20:30 104 110 08:45 136 604 173 781 1385 20:45 72 390 108 427 817 09:00 168 173 21:00 71 91 09:15 183 186 21:15 79 75 09:30 162 199 21:30 68 76 09:45 138 651 147 705 1356 21:45 60 278 65 307 585 10:00 158 121 22:00 53 55 10:15 145 135 22:15 32 48 10:30 154 140 22:30 34 36 10:45 144 601 138 534 1135 22:45 31 150 38 177 327 11:00 160 163 23:00 24 27 11:15 173 178 23:15 35 23 11:30 170 193 23:30 24 25 11:45 188 691 223 757 1448 23:45 21 104 24 99 203 Total Vol.3946 5527 9473 8059 6984 15043 NB SB Combined 12005 12511 24516 Split %41.7% 58.3%38.6%53.6% 46.4%61.4% Peak Hour 07:15 07:00 07:00 16:15 16:15 16:15 Volume 718 1192 1894 1354 888 2242 P.H.F.0.89 0.82 0.85 0.90 0.92 0.93 College Blvd. btwn. Tamarack Ave. (North) & City Limits PM Project#Tuesday, July 07, 2009 AM Daily Totals 09-5084-032 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 29 11 12:00 166 180 00:15 12 10 12:15 199 210 00:30 4 9 12:30 180 219 00:45 8531545 98 12:45 226 771 204 813 1584 01:00 11 11 13:00 208 232 01:15 5 10 13:15 190 186 01:30 2 8 13:30 177 209 01:45 5 23 8 37 60 13:45 176 751 172 799 1550 02:00 5 7 14:00 160 170 02:15 1 3 14:15 226 176 02:30 3 1 14:30 235 173 02:45 3 12 8 19 31 14:45 270 891 189 708 1599 03:00 6 11 15:00 217 186 03:15 5 13 15:15 267 162 03:30 7 15 15:30 279 205 03:45 3212564 85 15:45 267 1030 188 741 1771 04:00 5 22 16:00 262 206 04:15 7 45 16:15 348 189 04:30 18 67 16:30 352 182 04:45 18 48 38 172 220 16:45 320 1282 191 768 2050 05:00 29 54 17:00 368 227 05:15 38 110 17:15 318 201 05:30 37 119 17:30 284 162 05:45 55 159 138 421 580 17:45 253 1223 194 784 2007 06:00 63 141 18:00 231 189 06:15 72 206 18:15 189 195 06:30 93 205 18:30 172 149 06:45 120 348 215 767 1115 18:45 159 751 145 678 1429 07:00 143 300 19:00 139 149 07:15 190 379 19:15 135 128 07:30 205 267 19:30 120 107 07:45 157 695 252 1198 1893 19:45 117 511 138 522 1033 08:00 159 228 20:00 119 106 08:15 164 219 20:15 113 127 08:30 157 183 20:30 107 131 08:45 156 636 181 811 1447 20:45 104 443 124 488 931 09:00 154 155 21:00 85 106 09:15 152 142 21:15 68 86 09:30 153 198 21:30 62 70 09:45 155 614 140 635 1249 21:45 61 276 68 330 606 10:00 137 136 22:00 41 53 10:15 139 144 22:15 47 44 10:30 144 121 22:30 41 38 10:45 145 565 156 557 1122 22:45 41 170 42 177 347 11:00 171 159 23:00 26 32 11:15 200 165 23:15 35 24 11:30 173 196 23:30 28 20 11:45 179 723 182 702 1425 23:45 21 110 16 92 202 Total Vol.3897 5428 9325 8209 6900 15109 NB SB Combined 12106 12328 24434 Split %41.8% 58.2%38.2%54.3% 45.7%61.8% Peak Hour 11:45 07:00 07:00 16:15 12:15 16:15 Volume 724 1198 1893 1388 865 2177 P.H.F.0.91 0.79 0.83 0.94 0.93 0.91 AM PM Project#Wednesday, July 08, 2009 College Blvd. btwn. Tamarack Ave. (North) & City Limits 09-5084-032 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 26 12 12:00 160 187 00:15 12 10 12:15 195 207 00:30 8 8 12:30 175 223 00:45 8 54 9 39 93 12:45 243 772 216 831 1603 01:00 11 13 13:00 213 227 01:15 6 12 13:15 202 185 01:30 3 9 13:30 189 191 01:45 8 27 9 42 68 13:45 176 779 182 784 1563 02:00 6 7 14:00 171 198 02:15 2 4 14:15 226 184 02:30 3 4 14:30 239 172 02:45 3 13 7 21 33 14:45 249 884 189 742 1626 03:00 5 9 15:00 219 187 03:15 4 14 15:15 260 166 03:30 6 13 15:30 266 188 03:45 5192459 78 15:45 270 1014 180 721 1735 04:00 5 25 16:00 270 211 04:15 9 46 16:15 332 202 04:30 15 63 16:30 330 212 04:45 20 48 32 165 213 16:45 338 1269 198 821 2090 05:00 28 57 17:00 372 228 05:15 36 115 17:15 300 200 05:30 33 139 17:30 276 183 05:45 56 152 134 444 595 17:45 238 1186 189 799 1985 06:00 71 143 18:00 237 182 06:15 80 215 18:15 199 172 06:30 91 208 18:30 172 150 06:45 128 369 210 775 1144 18:45 147 754 147 650 1404 07:00 142 304 19:00 147 151 07:15 192 372 19:15 131 146 07:30 203 274 19:30 121 120 07:45 162 699 246 1195 1894 19:45 118 517 131 547 1063 08:00 158 219 20:00 108 107 08:15 154 209 20:15 116 115 08:30 163 191 20:30 106 121 08:45 146 620 177 796 1416 20:45 88 417 116 458 874 09:00 161 164 21:00 78 99 09:15 168 164 21:15 74 81 09:30 158 199 21:30 65 73 09:45 147 633 144 670 1303 21:45 61 277 67 319 596 10:00 148 129 22:00 47 54 10:15 142 140 22:15 40 46 10:30 149 131 22:30 38 37 10:45 145 583 147 546 1129 22:45 36 160 40 177 337 11:00 166 161 23:00 25 30 11:15 187 172 23:15 35 24 11:30 172 195 23:30 26 23 11:45 184 707 203 730 1437 23:45 21 107 20 96 203 Total Vol.3922 5478 9399 8134 6942 15076 NB SB Combined 12056 12420 24475 Split %41.7% 58.3%38.4%54.0% 46.0%61.6% Peak Hour 07:15 07:00 07:00 16:15 12:15 16:15 Volume 715 1195 1894 1371 872 2210 P.H.F.0.88 0.80 0.84 0.92 0.96 0.92 Daily Totals 2-DAY AVERAGE AM PM 09-5084-032Project#Tuesday, July 07, 2009 Wednesday, July 08, 2009 College Blvd. btwn. Tamarack Ave. (North) & City Limits Tuesday,07End Time Tue01:00 8702:00 7603:00 3504:00 7005:00 20506:00 61007:00 117208:00 189409:00 138510:00 135611:00 113512:00 144813:00 162214:00 157515:00 165216:00 169817:00 213018:00 196319:00 137820:00 109321:00 81722:00 58523:00 32724:00 203Total 24516* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Tamarack Avenue (North) and North City LimitsJuly 7, 2009College Boulevard Between Tamarack Avenue (North) andNorth City Limits8776357020561011721894138513561135144816221575165216982130196313781093817585327203025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,08End Time Wed01:00 9802:00 6003:00 3104:00 8505:00 22006:00 58007:00 111508:00 189309:00 144710:00 124911:00 112212:00 142513:00 158414:00 155015:00 159916:00 177117:00 205018:00 200719:00 142920:00 103321:00 93122:00 60623:00 34724:00 202Total 24434* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Tamarack Avenue (North) and North City LimitsJuly 8, 2009College Boulevard Between Tamarack Avenue (North) andNorth City Limits9860318522058011151893144712491122142515841550159917712050200714291033931606347202025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 33 Location: College Boulevard Between Palomar Airport Road and Aston Avenue Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 5 6 12:00 126 157 00:15 2 2 12:15 127 138 00:30 1 2 12:30 189 135 00:45 3 11 3 13 24 12:45 162 604 142 572 1176 01:00 1 0 13:00 142 125 01:15 2 3 13:15 115 108 01:30 1 3 13:30 138 96 01:45 59 28 17 13:45 112 507 108 437 944 02:00 1 0 14:00 95 107 02:15 3 2 14:15 84 140 02:30 3 7 14:30 84 105 02:45 07 514 21 14:45 82 345 154 506 851 03:00 0 0 15:00 89 106 03:15 3 4 15:15 83 146 03:30 10 3 15:30 89 115 03:45 4 17 3 10 27 15:45 66 327 193 560 887 04:00 9 2 16:00 78 166 04:15 17 12 16:15 99 190 04:30 24 14 16:30 79 225 04:45 18 68 8 36 104 16:45 100 356 310 891 1247 05:00 16 11 17:00 71 260 05:15 62 18 17:15 79 228 05:30 69 20 17:30 81 189 05:45 86 233 28 77 310 17:45 50 281 183 860 1141 06:00 69 36 18:00 64 164 06:15 72 36 18:15 59 113 06:30 146 60 18:30 28 92 06:45 133 420 55 187 607 18:45 51 202 74 443 645 07:00 172 55 19:00 44 84 07:15 184 60 19:15 53 53 07:30 292 99 19:30 40 42 07:45 273 921 86 300 1221 19:45 18 155 41 220 375 08:00 269 79 20:00 22 45 08:15 222 58 20:15 49 47 08:30 225 97 20:30 33 26 08:45 177 893 80 314 1207 20:45 32 136 34 152 288 09:00 132 79 21:00 20 24 09:15 116 77 21:15 28 21 09:30 101 69 21:30 17 23 09:45 95 444 70 295 739 21:45 20 85 15 83 168 10:00 59 74 22:00 17 14 10:15 85 76 22:15 17 16 10:30 91 80 22:30 13 9 10:45 79 314 91 321 635 22:45 14 61 20 59 120 11:00 76 104 23:00 7 8 11:15 111 155 23:15 9 7 11:30 106 191 23:30 7 5 11:45 94 387 185 635 1022 23:45 7 30 4 24 54 Total Vol.3724 2210 5934 3089 4807 7896 NB SB Combined 6813 7017 13830 Split %62.8% 37.2%42.9%39.1% 60.9%57.1% Peak Hour 07:30 11:15 07:30 12:15 16:30 16:30 Volume 1056 688 1378 620 1023 1352 P.H.F.0.90 0.90 0.88 0.82 0.83 0.82 DAY 1 College Blvd. btwn. Palomar Airport Rd. & Aston Ave. PM Project#Tuesday, July 07, 2009 AM Daily Totals 09-5084-033 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 2 12 12:00 114 147 00:15 2 4 12:15 101 134 00:30 1 5 12:30 172 124 00:45 27 627 34 12:45 184 571 127 532 1103 01:00 3 2 13:00 163 136 01:15 4 1 13:15 125 103 01:30 4 0 13:30 138 96 01:45 213 5 8 21 13:45 117 543 116 451 994 02:00 1 2 14:00 98 88 02:15 0 2 14:15 89 146 02:30 4 3 14:30 77 101 02:45 38 29 17 14:45 85 349 187 522 871 03:00 3 0 15:00 82 122 03:15 5 0 15:15 92 149 03:30 6 3 15:30 68 132 03:45 418 5 8 26 15:45 81 323 198 601 924 04:00 9 4 16:00 81 155 04:15 16 9 16:15 96 192 04:30 28 8 16:30 96 213 04:45 13 66 10 31 97 16:45 115 388 312 872 1260 05:00 26 19 17:00 95 283 05:15 50 18 17:15 93 224 05:30 76 31 17:30 63 201 05:45 91 243 25 93 336 17:45 60 311 200 908 1219 06:00 82 29 18:00 73 147 06:15 77 45 18:15 49 120 06:30 136 48 18:30 45 85 06:45 128 423 44 166 589 18:45 36 203 101 453 656 07:00 175 73 19:00 52 66 07:15 198 81 19:15 32 55 07:30 276 97 19:30 42 49 07:45 258 907 92 343 1250 19:45 20 146 47 217 363 08:00 258 83 20:00 31 35 08:15 214 83 20:15 35 44 08:30 229 73 20:30 42 40 08:45 185 886 74 313 1199 20:45 36 144 33 152 296 09:00 147 82 21:00 22 17 09:15 128 82 21:15 29 16 09:30 113 76 21:30 24 21 09:45 85 473 70 310 783 21:45 15 90 20 74 164 10:00 89 80 22:00 14 12 10:15 94 90 22:15 13 13 10:30 116 96 22:30 10 14 10:45 78 377 111 377 754 22:45 4411251 92 11:00 102 119 23:00 8 10 11:15 102 139 23:15 6 7 11:30 111 152 23:30 5 9 11:45 122 437 204 614 1051 23:45 4 23 6 32 55 Total Vol.3858 2299 6157 3132 4865 7997 NB SB Combined 6990 7164 14154 Split %62.7% 37.3%43.5%39.2% 60.8%56.5% Peak Hour 07:30 11:15 07:30 12:30 16:30 16:30 Volume 1006 642 1361 644 1032 1431 P.H.F.0.91 0.79 0.91 0.88 0.83 0.84 09-5084-033 Daily Totals DAY 2 Project#Wednesday, July 08, 2009 College Blvd. btwn. Palomar Airport Rd. & Aston Ave. AM PM Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period NB SB PM Period NB SB 00:00 4 9 12:00 120 152 00:15 2 3 12:15 114 136 00:30 1 4 12:30 181 130 00:45 39520 29 12:45 173 588 135 552 1140 01:00 2 1 13:00 153 131 01:15 3 2 13:15 120 106 01:30 3 2 13:30 138 96 01:45 4114 8 19 13:45 115 525 112 444 969 02:00 1 1 14:00 97 98 02:15 2 2 14:15 87 143 02:30 4 5 14:30 81 103 02:45 28412 19 14:45 84 347 171 514 861 03:00 2 0 15:00 86 114 03:15 4 2 15:15 88 148 03:30 8 3 15:30 79 124 03:45 4184 9 27 15:45 74 325 196 581 906 04:00 9 3 16:00 80 161 04:15 17 11 16:15 98 191 04:30 26 11 16:30 88 219 04:45 16 67 9 34 101 16:45 108 372 311 882 1254 05:00 21 15 17:00 83 272 05:15 56 18 17:15 86 226 05:30 73 26 17:30 72 195 05:45 89 238 27 85 323 17:45 55 296 192 884 1180 06:00 76 33 18:00 69 156 06:15 75 41 18:15 54 117 06:30 141 54 18:30 37 89 06:45 131 422 50 177 598 18:45 44 203 88 448 651 07:00 174 64 19:00 48 75 07:15 191 71 19:15 43 54 07:30 284 98 19:30 41 46 07:45 266 914 89 322 1236 19:45 19 151 44 219 369 08:00 264 81 20:00 27 40 08:15 218 71 20:15 42 46 08:30 227 85 20:30 38 33 08:45 181 890 77 314 1203 20:45 34 140 34 152 292 09:00 140 81 21:00 21 21 09:15 122 80 21:15 29 19 09:30 107 73 21:30 21 22 09:45 90 459 70 303 761 21:45 18 88 18 79 166 10:00 74 77 22:00 16 13 10:15 90 83 22:15 15 15 10:30 104 88 22:30 12 12 10:45 79 346 101 349 695 22:45 9 51 16 55 106 11:00 89 112 23:00 8 9 11:15 107 147 23:15 8 7 11:30 109 172 23:30 6 7 11:45 108 412 195 625 1037 23:45 6 27 5 28 55 Total Vol.3791 2255 6046 3111 4836 7947 NB SB Combined 6902 7091 13992 Split %62.7% 37.3%43.2%39.1% 60.9%56.8% Peak Hour 07:30 11:15 07:30 12:30 16:30 16:30 Volume 1031 665 1370 626 1028 1392 P.H.F.0.91 0.85 0.90 0.87 0.83 0.83 09-5084-033Project#Tuesday, July 07, 2009 Wednesday, July 08, 2009 College Blvd. btwn. Palomar Airport Rd. & Aston Ave. AM PM Daily Totals 2-DAY AVERAGE Tuesday,07End Time Tue01:00 2402:00 1703:00 2104:00 2705:00 10406:00 31007:00 60708:00 122109:00 120710:00 73911:00 63512:00 102213:00 117614:00 94415:00 85116:00 88717:00 124718:00 114119:00 64520:00 37521:00 28822:00 16823:00 12024:00 54Total 13830* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Palomar Airport Road and Aston AvenueJuly 7, 2009College Boulevard Between Palomar Airport Road and Aston Avenue2417212710431060712211207739635102211769448518871247114164537528816812054025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,08End Time Wed01:00 3402:00 2103:00 1704:00 2605:00 9706:00 33607:00 58908:00 125009:00 119910:00 78311:00 75412:00 105113:00 110314:00 99415:00 87116:00 92417:00 126018:00 121919:00 65620:00 36321:00 29622:00 16423:00 9224:00 55Total 14154* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Palomar Airport Road and Aston AvenueJuly 8, 2009College Boulevard Between Palomar Airport Road and Aston Avenue34211726973365891250119978375410511103994871924126012196563632961649255025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2009SUMMER 2009 MID-BLOCK COUNT SUMMARY Number: 34 Location: Alga Road Between Corintia Street and El Fuerte Street Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 10 6 12:00 76 76 00:15 6 3 12:15 81 83 00:30 9 0 12:30 88 79 00:45 4 29 3 12 41 12:45 76 321 75 313 634 01:00 3 4 13:00 79 69 01:15 6 3 13:15 77 71 01:30 6 3 13:30 82 63 01:45 3 18 1 11 29 13:45 59 297 75 278 575 02:00 1 2 14:00 81 70 02:15 2 1 14:15 91 74 02:30 1 2 14:30 105 94 02:45 15 16 11 14:45 87 364 60 298 662 03:00 0 3 15:00 88 73 03:15 2 1 15:15 81 72 03:30 3 1 15:30 91 78 03:45 16 27 13 15:45 98 358 77 300 658 04:00 4 5 16:00 104 83 04:15 4 5 16:15 139 94 04:30 2 10 16:30 108 101 04:45 6 16 9 29 45 16:45 129 480 88 366 846 05:00 9 16 17:00 155 112 05:15 12 24 17:15 126 102 05:30 8 53 17:30 132 80 05:45 14 43 34 127 170 17:45 129 542 86 380 922 06:00 13 49 18:00 106 66 06:15 37 63 18:15 101 76 06:30 32 64 18:30 104 66 06:45 52 134 65 241 375 18:45 94 405 48 256 661 07:00 56 113 19:00 89 50 07:15 47 107 19:15 73 55 07:30 49 115 19:30 78 33 07:45 52 204 120 455 659 19:45 56 296 32 170 466 08:00 63 117 20:00 73 27 08:15 54 114 20:15 64 38 08:30 62 106 20:30 57 36 08:45 66 245 105 442 687 20:45 54 248 28 129 377 09:00 80 96 21:00 52 37 09:15 71 92 21:15 40 28 09:30 65 90 21:30 43 26 09:45 41 257 83 361 618 21:45 49 184 34 125 309 10:00 49 73 22:00 39 26 10:15 67 76 22:15 33 11 10:30 60 55 22:30 31 12 10:45 45 221 69 273 494 22:45 28 131 15 64 195 11:00 68 66 23:00 16 16 11:15 58 73 23:15 14 5 11:30 93 67 23:30 12 6 11:45 70 289 75 281 570 23:45 16 58 6 33 91 Total Vol.1467 2245 3712 3684 2712 6396 EB WB Combined 5151 4957 10108 Split %39.5% 60.5%36.7%57.6% 42.4%63.3% Peak Hour 11:30 07:30 07:45 16:45 16:30 16:15 Volume 320 466 688 542 403 926 P.H.F.0.86 0.97 0.96 0.87 0.90 0.87 Alga Rd. btwn. Corintia St. & El Fuerte St. PM Project#Tuesday, July 21, 2009 AM Daily Totals 09-5084-034 DAY 1 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 12 8 12:00 95 99 00:15 14 5 12:15 95 63 00:30 8 5 12:30 84 82 00:45 4 38 4 22 60 12:45 78 352 71 315 667 01:00 2 5 13:00 84 65 01:15 5 1 13:15 58 81 01:30 5 2 13:30 78 66 01:45 1 13 3 11 24 13:45 93 313 55 267 580 02:00 2 2 14:00 75 62 02:15 2 2 14:15 79 70 02:30 3 4 14:30 83 55 02:45 07 210 17 14:45 98 335 68 255 590 03:00 1 1 15:00 98 63 03:15 1 2 15:15 92 70 03:30 1 1 15:30 106 76 03:45 14 26 10 15:45 88 384 94 303 687 04:00 3 3 16:00 99 78 04:15 5 11 16:15 107 73 04:30 7 17 16:30 131 92 04:45 5201243 63 16:45 126 463 83 326 789 05:00 11 24 17:00 154 93 05:15 11 28 17:15 123 79 05:30 8 32 17:30 145 90 05:45 11 41 46 130 171 17:45 124 546 89 351 897 06:00 25 55 18:00 94 85 06:15 29 61 18:15 95 69 06:30 40 70 18:30 106 46 06:45 46 140 81 267 407 18:45 76 371 46 246 617 07:00 48 103 19:00 88 46 07:15 58 109 19:15 71 48 07:30 57 124 19:30 58 45 07:45 44 207 103 439 646 19:45 66 283 39 178 461 08:00 74 116 20:00 71 31 08:15 73 120 20:15 58 32 08:30 68 103 20:30 62 40 08:45 59 274 101 440 714 20:45 67 258 39 142 400 09:00 65 106 21:00 55 38 09:15 73 105 21:15 56 38 09:30 61 102 21:30 49 25 09:45 59 258 87 400 658 21:45 47 207 25 126 333 10:00 64 86 22:00 32 21 10:15 74 80 22:15 31 17 10:30 73 94 22:30 21 18 10:45 82 293 69 329 622 22:45 26 110 19 75 185 11:00 68 72 23:00 24 13 11:15 68 82 23:15 18 9 11:30 76 90 23:30 13 9 11:45 73 285 87 331 616 23:45 15 70 9 40 110 Total Vol.1580 2428 4008 3692 2624 6316 EB WB Combined 5272 5052 10324 Split %39.4% 60.6%38.8%58.5% 41.5%61.2% Peak Hour 11:45 07:30 08:00 16:45 17:00 17:00 Volume 347 463 714 548 351 897 P.H.F.0.91 0.93 0.92 0.89 0.94 0.91 AM PM Project#Wednesday, July 22, 2009 Alga Rd. btwn. Corintia St. & El Fuerte St. 09-5084-034 Daily Totals DAY 2 Field Data Services of Arizona, Inc. (520) 316-6745 Volumes for:&City:Carlsbad Location : AM Period EB WB PM Period EB WB 00:00 11 7 12:00 86 88 00:15 10 4 12:15 88 73 00:30 9 3 12:30 86 81 00:45 4 34 4 17 51 12:45 77 337 73 314 651 01:00 3 5 13:00 82 67 01:15 6 2 13:15 68 76 01:30 6 3 13:30 80 65 01:45 2 16 2 11 27 13:45 76 305 65 273 578 02:00 2 2 14:00 78 66 02:15 2 2 14:15 85 72 02:30 2 3 14:30 94 75 02:45 1628 14 14:45 93 350 64 277 626 03:00 1 2 15:00 93 68 03:15 2 2 15:15 87 71 03:30 2 1 15:30 99 77 03:45 1527 12 15:45 93 371 86 302 673 04:00 4 4 16:00 102 81 04:15 5 8 16:15 123 84 04:30 5 14 16:30 120 97 04:45 6181136 54 16:45 128 472 86 346 818 05:00 10 20 17:00 155 103 05:15 12 26 17:15 125 91 05:30 8 43 17:30 139 85 05:45 13 42 40 129 171 17:45 127 544 88 366 910 06:00 19 52 18:00 100 76 06:15 33 62 18:15 98 73 06:30 36 67 18:30 105 56 06:45 49 137 73 254 391 18:45 85 388 47 251 639 07:00 52 108 19:00 89 48 07:15 53 108 19:15 72 52 07:30 53 120 19:30 68 39 07:45 48 206 112 447 653 19:45 61 290 36 174 464 08:00 69 117 20:00 72 29 08:15 64 117 20:15 61 35 08:30 65 105 20:30 60 38 08:45 63 260 103 441 701 20:45 61 253 34 136 389 09:00 73 101 21:00 54 38 09:15 72 99 21:15 48 33 09:30 63 96 21:30 46 26 09:45 50 258 85 381 638 21:45 48 196 30 126 321 10:00 57 80 22:00 36 24 10:15 71 78 22:15 32 14 10:30 67 75 22:30 26 15 10:45 64 257 69 301 558 22:45 27 121 17 70 190 11:00 68 69 23:00 20 15 11:15 63 78 23:15 16 7 11:30 85 79 23:30 13 8 11:45 72 287 81 306 593 23:45 16 64 8 37 101 Total Vol.1524 2337 3860 3688 2668 6356 EB WB Combined 5212 5005 10216 Split %39.5% 60.5%37.8%58.0% 42.0%62.2% Peak Hour 11:45 07:30 08:00 16:45 16:30 17:00 Volume 331 465 701 545 375 910 P.H.F.0.94 0.97 0.95 0.88 0.91 0.88 Daily Totals 2-DAY AVERAGE AM PM 09-5084-034Project#Tuesday, July 21, 2009 Wednesday, July 22, 2009 Alga Rd. btwn. Corintia St. & El Fuerte St. Tuesday,21End Time Tue01:00 4102:00 2903:00 1104:00 1305:00 4506:00 17007:00 37508:00 65909:00 68710:00 61811:00 49412:00 57013:00 63414:00 57515:00 66216:00 65817:00 84618:00 92219:00 66120:00 46621:00 37722:00 30923:00 19524:00 91Total 10108* - Volumes represent combined totals of both directions.24-Hour Volume PlotAlga RoadBetween Corintia Street and El Fuerte StreetJuly 21, 2009Alga Road Between Corintia Street and El Fuerte Street41291113451703756596876184945706345756626588469226614663773091959102505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,22End Time Wed01:00 6002:00 2403:00 1704:00 1005:00 6306:00 17107:00 40708:00 64609:00 71410:00 65811:00 62212:00 61613:00 66714:00 58015:00 59016:00 68717:00 78918:00 89719:00 61720:00 46121:00 40022:00 33323:00 18524:00 110Total 10324* - Volumes represent combined totals of both directions.24-Hour Volume PlotAlga RoadBetween Corintia Street and El Fuerte StreetJuly 22, 2009Alga Road Between Corintia Street and El Fuerte Street 602417106317140764671465862261666758059068778989761746140033318511002505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles