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HomeMy WebLinkAbout; ; Traffic Monitoring Program; 2005-11-29·r;•-.,,, ' . . •' ' . GROWTH MANAGEMENT PLAN 2005 Traffic Monitoring Program Prepared for: City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-2720 · Prepared by: RICK ENGINEERING COMPANY Transportation Division ' November 29, 2005 ( '· TABLE OF CONTENTS -Page 1. Introduction ........................................... , ............................................................. :.1~1 . 2. 3. 4. Project Overview _ ....... , ................ ; .......................................................................... 1-l Annual Report Organization .................................................................................. 1-3 Mid-Block Link Counts ....................................................................................... 2-1 I Intersection Turn Movement Counts .............................. : .................................. 3-l Conclusions ......... _ ............ : ............................. , ....................................................... 4-1 Appendix A -Intersection Summary Appendix B -Mid-Block Lin_k Suinriiafy LIST OF FIGURES Page 1-1 Project Location Map ...................................... : ................................................... 1-2 2-1 2004 Mid-Block Link Levels of Service ............................................................. 2-2 3~1 Intersection Location Map .................................................................................. 3-2 3-2 2004 AM Peak Hour -Intersection Levels of Service ...................................... 3-7 3-3 2004 PM Peak Hour -Intersection Levels of Service ...................................... 3-8 ( LIST OF TABLES Page 2-1 Mid-Block Link Levels of Service Analysis Sumiµary, .................................... 2-3 3-1 Intersection Capacity Utilization Analysis Summary ....................................... 3-6 I f / ) 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. This information is intended to assist the City of Carlsbad in assessing future development adjacent to these problem locations where capacity deficiencies currently exist and the mitigation measures that may be required to eliminate the deficiency. This report documents the seventeenth year's results of the Growth Management Plan Traffic Monitoring Program for the City of Carlsbad. The, City of Carlsbad identified sixty (60) key intersections and thirty-one (31) key mid-block iink 16~,tions for analysis. Similar efforts occurred for years 1989-2004 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 95,000. 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. 1-1 • Avenida La Posta 2005 PROJECT LOCATION MAP Legend: Q Intersection Count Location Ill Mid-Block Count Location I" w-♦-E s NOTTO SCALE Figure 1-1 RICK ENGINEERING.COMPANY 11/29/05 ANNUAL REPORT ORGANIZATION ' Rick Engineering Company collected data during the Summer of 2005 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-one (31) mid-block link count locations were identified by the City ofCarlsbad for the collection of2005 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 (60) 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 theri arial:yzed 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. 1-3 ' . ,.., . 2. MID-BLOCK LINK COUNTS Mid-block link counts were conducted at thirty-one (31) 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 summa~zed 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 and the corresponding Level of Service (LOS) was determined. Figure 2-1 graphically illustrates the 2005 levels of service during the peak hour. Table 2-1 summarizes and compares the Summer 2005 mid- . block link analysis with data from 2001, 2002, 2003 and 2004. Based on the results of the mid-block link analysis, no locations were identified as operating at LOS E or F. However, the following three (3) locations were found to operate at or below LOS C.: • Palomar Airp,ort Road between Melrose Drive and Paseo Valindo, v/c=0.72, LOS C • Rancho Santa Fe Road between Melrose Drive and La Costa Meadows Drive, v/c=0.76, LOS C • Cannon Road between El Camino Real and College Boulevard, v/c=0.87, LOS D The voiumes along Palomar Airport Road between Melrose Drive and Paseo Valindo have slightly decreased about 1 % from the previous year. The volumes along Rancho Santa Fe Road between Melrose Drive and La Costa Meadows Dri~e have d~chlased from the previous year (about 10%). It is important to note that during the 2005 count period, on-going construction activities were present in the immediate area due to the Phase 2 Rancho Santa Fe Road Improvements (expected completion of . summer 2006). The remaining mid-block links operated at LOS A or B for the Summer 2005 count program. The location of the high volume links along with the corresponding level of service is listed below: Location No. 4 19 28 Location Palomar Airport Rd between Melros~ Dr. and Paseo Valindo Rancho Santa Fe Rd. between Melrose Dr. 2001 Summer LOS D C and La Costa Meadows Dr. Cannon Road 2002 Suiiiiiier LOS D D between El Camino Real and College Boulevard 2-1 2003 Suiiiiiier LOS D C 2004 siiiiiiiier LOS D D 2005 Suiiiiiier LOS C C D ,,,. J' \ Al'cnida La Po~la 2005 MID-BLOCK LINK LEVELS OF SERVICE ~ Mid-Block Count Location Legend: [i! LOS A, B, or C liJ LOSE liJ LOS D ■ LOSF ~ ~ I' w-♦-E ' s NOTTO SCALE i . .. .. Ii • ~ ;; ,": Figure 2-1 RICK ENGINEERING COMPANY 11/29/05 Table 2-1 CITY OF CARLSBAD MID-BLOCK LINK LEVELS OF SERVICE ANALYSIS SUMMARY Summer2001 Summer2002 Summer2003 Summer2004 Summer2005 Location Peak ADT Peak ADT Peak ADT Peak ADT Peak Segment Segment Location ADT LOS LOS LOS LOS LOS Number Palomar Airport Road Paseo Del Norte and Armada Drive 50,595 A 52,086 A 51,996 A 53,216 A 51,285 A 2 Palorriar Airport Road Yarrow Drive and El Camino Real 30,834 A 31,847 A 32,878 A 33,771 A 32,154 A 3 Palomar Airport Road El Camino Real and El Fuerte Street 48,874 A 50,944 A 53,603 A 53,605 A 49,907 A 4 Palomar Airport Road Melrose Drive and PaseO Valindo 47,754 D 49,165 D 54,748 D 53,222 D 52,792 C 5 El Camino Real Plaza Drive and Marron Road 33,722 A 35,135 A 36,403_ A 40,314 A 36,540 A 6 El Camino Real Tamarack Avenue and Kelly Drive 30,200 A 31,652 B 32,469 B -33,190 B 27,031 A 7 El Camino Real Faraday Avenue and Pa1omar Airport Road 32,937 A 34,335 A 33,148 A 32,976 A 36,694 A 8 El Camino Real Camino Vida Roble and Cassia Road 27,793 A 29,569 A 31,448 A 32,464 A 32,038 A 9 El Camino Real Arenal Road and Costa Del Mar Road 38,614 A 41,105 A 46,017 A -48,393. B 47,753 A 10 El Camino Real La Costa A venue and Levante Street 30,449 A 34,262 A 35,018 A 37,906 A 37,279 A II El Camino Real Levante S~et and Calle Barcelorui 29,867 A 33,120 A 35,833 A 36,388 A 36,340 A 12 Melrose Drive Palomar Airport Road and Rancho Bravado 10,797 A 12,492 A 12,125 A 12,520 A 13 Carlsbad Boulevard Mountain View Drive and State Steet 15,877 A 16,297 A 17,787 A 16,605 A 15,669 A 14 Carlsbad Boulevard Cannon Road and Cerezo Drive 18,055 A 18,068 A 19,476 A 20,288 A 19,780 B 15 Carlsbad Boulevard Poinsettia Lane and Island Way 15,335 A 15,258 ·A 18,134 A 18,672 A 18,808 A 16 Carlsbad Boulevard Avenida Encinas and La Costa Avenue 17,976 A 17,687 A 22,304 A 20,048 A 24,683 A 17 La Costa Avenue Saxony 8:oad and Piraeus Street 29,265 A 29,624 A 33,921 A 31,531 A 31,777 A 18 La Costa Avenue Cadencia Street and Ro1n;eria Street 9,336 A 9,737 A 10,015 A 10,412 A 11,750 A 19 Rancho Santa Fe Road Melrose Drive and La Costa Meadows Drive 31,845 C 33,272 D 31,954 C 33,997 D 30,853 C . I 20 Rancho Santa Fe Road S_an Elijo Road and Cami 1 no Junipero 28,150 C 29,568 C 28,637 D 31,155 A 35,763 A 21 Rancho Santa Fe Road Olivenhain Road and Avenida La Posta/Calle Acervo 15,105 A 14,640 A 16,866 A 16,046 A 17,517 A 22 Carlsbad Village Drive Victoria Avenue and Pontiac Drive 7,699 A 7,306 A 7,717 A 8,202 A 5,977 A 23 Poinsettia Lane Paseo Del Norte and Bad~uitos Dirve 21,990 A 22,454 A 22,702 A 24,332 A 25,057 A I 24 Tamarack Avenue El Camino Real and La Pprtalada Drive 8,836 A 9,192 A 9,200 A 9,609 A 8,093 A 25 Pasco Del Norte Camino Del Parque (Notj.h) and Palomar Airport Road 8,560 A 8,457 A 9,148 A 9,054 A 9,411 A 26 Pasco Del Norte Palomar Airport Road an~ Car Country Drive 17,207 A 9,782** A 10,558 A 10,362 A 10,477 A 27 Cannon Road Pasco Del Norte and Car ;country Drive 19,762 A 21,539 A 24,071 A 28 Cannon Road El Camino Real and Collfge Boulevard 18,905 D 29 College Boulevard Tamarack Avenue (North) and North City Limits 25,609 A 30 College Boulevard Palomar Airport Road anl:i Aston Avenue 12,585 A 12,713 A 12,287 A 12,736 A 13,761 A 31 Al aRoad Corintia Street and El Fubrte Street 10,930 A 11.955 A 12,072 A 13,166 A 12,784 A •• Decreau d~ to change in rounr locot/011. Twenty:nine (29) of the mid-block link locations for this 2005 report were-previously analyzed in the 2004 report. Cannon Road between El Camino Real and College Boulevard and College Boulevard between Tamarack A venue (N) and N. City Limits are the two new count locations for this year. Of these twenty-nine (29) locations, thirteen (13) link count stations experienced an increase in ADT from the previous count period. The increases ranged from less than one (I) percent to nineteen (19) percent with an average increase of seven (7) percent. The other sixteen (16) sites showed a decrease in the recorded ADT volumes from the previous count period. The decreases ranged from less than one (1) percent to thirty-seven (37) percent with an average decrease of eight (8) percent. Based on the twenty- nine (29) comparative locations, overall traffic volumes have decreased by about 1.4 percent during the last year. The College Boulevard/Cannon Road extension projects which were recently constructed prior to the · 2005 count period have changed traffic patterns within the immediate project areas. These extension projects now provide a direct connection to the State Route 78 via the College Boulevard interchange. Prior to this connection, access to State Route 78 within the immediate project area was provided at the El Camino Real/State Route 78 interchange. The 2005 volumes along El Camino Real between SR 78 and Cannon Road (locations midblock locations #6 and #7) show an average decrease of about seventeen (17) percent. In addition, a significant decrease from the 2004 ADT was calculated along · Carlsbad Village Drive and between Pontiac Drive and Victoria Avenue (37% decrease). With a direct connection to State Route 78, College Boulevard betwe~n Tamarack Avenue (N.) and the north City Limits and Cannon Road between El Camino Real and College Boulevard should continue to be monitored for future traffic monitoring programs. The LOS D calculated for Cannon Road between El Camino Real and College Boulevard was for the . peak hour eastbound direction . .This is due to current one lane configuration (striped) for both directions. When improvements to this segment of roadway are complete, this facility will operate as four-lane facility (2 lanes in each direction), thus improving operations. Although traffic grew at a significant pace in some areas of the City between 2004 and 2005, other areas have seen slight decreases. Street improvements and alternative routes have again been implemented during this time period and only three mid-block links continue to operate worse than Level of Service B. This-indicates that the number of through lanes provided on major roadways in the City of Carlsbad are generally appropriate for the prevailing traffic conditions. The following list midlilock locations which experienced increases higher than the five (5) percent. 2-4 -• Location 7 16 18 20 21 27 30 Segment El Camino Real: Faraday Avenue to Palomar Airport Road Carlsbad Boulevard: Avenida Encinas to La Costa A venue La Costa A venue: Romeria Street to Cadencia Street Rancho Santa Fe Road: San Elijo Road to Camino Junipero Rancho Santa Fe Road: Olivenhain Rd to Avenida La Posta Cannon Road: Paseo Del Norte to Car Country Drive College Boulevard: Aston Avenue to.Palomar Airport Road % increase from year 2004 10% 19% 11% 13% 8%, 11% 7% It is important to recognize that although mid-block link analysis is an accurate assessment of the numbi;r 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 2005 count period. In summary, the information in this chapter, coupled with the capacity analysis of signalized and unsignalized intersections in Chapter 3, will enable the City of Carlsbad to accurately determine the current state of the entire circulation system. 2-5 3. INTERSECTION] TURN MOVEMENT COUNTS I Inter~ection turn mo~ement counts were conducted at sixty (60) 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 (efther Tuesday, Wednesday, or 'fhursday) _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 (60) intersections. ICU calculations were performed based on the following lane group capacities: Lane Group ThruLanes Turn Lanes Dual Turn Lanbi ~apacity . 2000 vehicles per hour green per lane 1800 vehicles per hour green per lane 1800 vehicles per hour green per lane These lane_groµp capacities were based on field studies conducte_d 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. 3-1 /-\_., 20 " 21 ,,, :l:'. Island Q Way '.:cl (") \ a -.'.. B ::a: Calle Acervo 2005 INTERSECTION LOCATION MAP Legend: Count Locations Q Intersection Count Location XX Intersection Count Number \" w-♦-E ' s NOTTO SCALE Figure 3-1 RICK ENGINEERING·COMPANY 11/29/05 The 2005 intersection ICU was correlated to the level of service for the sixty (60) signalized locations as follows: SIGNALIZED INTERSECTIONS LEVEL OF SERVICE RANGES (ICU Methodology) Ratio 0.00 -0.60 0.61 -0.70 0.71 -0.80 0.81 -0.90 0.91 -1.00 Greater than 1.00 LOS A B C D E 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 backups up traffic 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 th~ ICU procedure that are designed to analyze systems of signalized intersections. In previous years, tinsignalized minor-street' stop-controlled intersections were included in the Traffic Monitoring Program. However, no unsignalized intersections were analyzed for the 2005 Traffic Monitoring Program. The following observations were made during the course of the 2005 count program: • The Traffic Monitoring Program intersections along El Camino Real between State Route 78 and Cannon Road have resulted in slightly improved operations levels due to reduced daily volumes along these segments. This is due primarily to the College Boulevard and Cannon Road extension projects that now provide an alternate connection to State Route 78 (via College Boulevard). • 2005 is the first year the following intersections were counted/analyzed · as part of the Traffic Monitoring Program: 3-3 El Camhi.b Real and Town Garden Road (#11) El Camino Real andArenal Road (#16) . -Palomar Airport Road and Yarrow Drive (#25) -Palomar Airport Road and Paseo Valindo (#28) -Rancho Santa Fe Road and Camino De Los Coches (#36) -Cannon Road and Paseo Del Norte (#47) . ' College Boulevard and Tamarack Avenue (S) After analyzing the results of the Summer 2005 count season, the following four ( 4) intersections were identified as operating at Level of Service D during the AM or PM peak hours (No intersections were calculated to operate at LOS E or LOS F): Location# Intersection ICU LOS Period 7 El Camino Real and Cannon Road 0.88 D PM peak 10 El Camino Real and Palomar Airport Road 0.82 D PM peak 15 El Camino Real and Alga Road/ A viara Parkway 0.81 D PM peak 31 Carlsbad Boulevard and Cannon Road 0.81 D PM peak The ICU and LOS for the Summer count seasons of 2001 through 2005 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 each of the four ( 4) intersections identified as operating at LOS D are as follows: El Camino Real and Cannon Road (#7) . . This is the first year this intersection has been reported to operate at LOS D (ICU ratio of 0.88 during the PM peak hour).' Historically, this intersection has been operating at LOS C or better. With 2005 being the first year this intersection is analyzed as a four-legged intersection (versus a "T" intersection in the past), increases in delay are expected. The traffic volilmes associated with the Cannon Road and . College Boulevard extension projects have contributed to the operations at this intersection. As volumes · at critical movements such as tlie northbound right and westbound left continue to increase, · consideration should be given to increasing capacity at these movements to improve level of service. With slightly over 1,000 vehicles per hour recorded for the northbound right-turn movement during the · PM peak hour, a recommendation to consider is to modify the signal operations and phasing to provide for a northbound to eastbound right-tum overlap . . El Camino Real and P.alomar Airport Road (#10) This intersection has experienced continuing traffic growth since improvements were completed along Palomar Airport Road and El Camino Real. For 2005, this intersection was calculated with a ICU ratio of 0.66 (LOS B) and 0.82 (LOS D) during the AM and PM peak periods, respectively. The level of 3-4 service remained the same as last years (LOS B) during the AM peak, but improved to LOS D (from last years LOS E) during the PM peak hour. This improvement is due primarily to the decrease in volume ' for .the southbound left-tum movement at this intersection (845 vehicles per hour). The volume for this southbound left-tum movement decreased about 27% from last years (1164 vehicles per hour in year 2003). Overall, the PM peak period volumes were about 8% lower than last years count data. This could be a result of the construction of Cannon Road and College Boulevard east of El Camino Real, which serves as a parallel route to Palomar Airport Road . As this intersection continues to be one of the busiest intersections within the City, this intersection should be continue to be closely monitored in the future, especially as the nearby projects (such as Bressi Ranch and Villages of La Costa) continue to ' develop. El Camino Real and Alga Road/Aviara Parkway (#15) This intersection continues to operate at LOS D (ICU ratio of 0.81.during the PM peak hour). This is a ' minor improvement from last year's ICU ratio of 0.82 during the PM peak hour. The northbound left- turn movement and southbound through continue to be the contributing critical movements to this LOS D operation: All critical movements at this intersection should continue to be monitored, as volumes at this intersection are expected to increase due to the extension of Poinsettia Lane towards El Camino Real (via Cassia Road). Carlsbad Boulevard and Cannon Road (#31) This intersection continue~ to experience Los D opetatlbns _in the PM peak hour with an ICU ratio of 0.81. This ICU ratio decreased from last year's value of 0.88. Similar results occurred in the 2001, 2002, 2003 and 2004 count programs. The increase in the northbound through, southbound left and westbound right will continue to contribute to a higher ICU ratio calculation. It should be noted that the installation of the westbound right-tum overlap at this 'location has benefited this intersection operationally. Traffic diversion from northbound Interstate 5 to northbound Carlsbad Boulevard continues to be observed at this location. This seems to be consistent with daily volumes observed along Carlsbad Boulevard (midblock locations #14, #15 and #16), where spikes in traffic occur typically during the commuter peak hours were observed on one day, put not on the next day. These diversions (especially when there are incidents along Interstate 5) are starting to become more of a weekly occurrence. 3-5 Count #I ·2 3 4 5 6 7 8 9 IO 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Count lntenectionJLocation Table 3-1 INTERSECTION CAPACITY UTILIZATION. ANALYSIS SUMMARY SUI\IMERZOOI PEAK.HOUR AM PM ICU Ratio LOS ICU LOS Ratio SUMJ\IER 2002 PEAKHOUR AM PM i!a~o LOS ICU LOS Ratio SUMMER2003 PEAK HOUR AM PM ICU Ratio LOS ICU Ralio LOS SUMMER2004 PEAKHOUR AM PM ICU LOS Ratio SUMMER2005 PEAKHOUR AM PM ICU Ratio LOS ICU LOS Ratio --------------------------------------------- College Boulevard & Faraday Avenue El Camino Real & Plaza Drive El Camino Real & Marron Road El Camino Real & Hosp Way El Camino Rea] & Carlsbad Village Drive El Camino Real & Tamarack Avenue EI Camino Real & Cannon Road El Camino Real & College Boulevard El Camino Real & Faraday Avenue El Camino Real & Palomar Airport Road El Camino Real & Town Garden Road El Camino Real & Camino Vida Roble El Camino Real & Cassia Road El Camino Real~ DQve Lane El Camino Real & Alga Road/ Aviara Parkway El Camino Real & Arena! Road El Camino Real & la Costa Avenue El Camino Real & Levante Street El Camino Real & Calle Barcelona Palomar Airport Road & Avenida Encinas Palomar Airport Road & Paseo del Norte Palomar Airport Road & Armada Drive I Costco Entrance Palomar Airport Road & College Boulevard/Aviara Parkway Palomar Airport Road & Camino Vida Roble Palomar Airport Road & Yarrow Drive Palomar Airport Road & El Fuerte Street Palomar Airport Road & Meli-ose Drive Palomar Airport Road & Pasco Valindo Carlsbad Boulevard & Carlsbad Village Drive Carlsbad B9ulevard & Tamarack Avenue 0.43 0.44 0.45 0.45 0.61 0.81 0.56 0.66 0.62 0.52 0.57 0.70 0.37 0.47 0,61 0.50 0,52 0.51 0.74 A A A A B D A B B A A B A A B A A A C · 0.38 A 0.49 A 0.40 A 0.68 B 0,50 A 0.41 A 0.51 A 0.69 B o.67 a, 0.73 C 0.83 D> 0.53 £:;.. 0.61 B 0.80 0.59 0.53 0.68 0.64 0.67 0.52 0.65 C A A B B B A B 0.71 C 0.61 B 0.43 0.47 0.48 0.47 0.64 0.83 0.47 0.53 0.68 0.64 0.50 0.42 0.42 0.62 0.72 0.43 0.50 0.60 0,51 0.59 0.53 0.77 0.94 A 0.45 A 0.69 A 0.51 A 0.41 B 0.65 D 0.68 A 0.65 A 0.44 B 0.75 B 0.84 A 0.54 A 0.71 A -0.71 B 0.69 A B A A B B B A C D A C C B C A 0.72 C A A A A A C E 0.48 A 0.66 B 0.72 C 0.64 B 0.69 B 0.59 A 0.71 C 0.77 C 0.39 A 0.64 B 0.53 A 0.66 B 0.39 0.45 0.46 0.47 0.58 0.85 0.48 0.56 0.65 0.65 0.44 0.52 0.61 0.73 0.49 0.51 0.55 0.58 0,50 0.58 0.48 0.71 0.90 A A A A A D A A B B A A B C A A A A A A A C D 0.43 A 0.50 A 0.39 0,70 0.50 0.45 0.61 0.64 0.64 0.52 0.68 0.87 0.52 0,61 0.72 0.77 0.52 0.52 0.74 0.72 0,66 0.67 0.52 0.70 0.76 A B A A B B B A B D A B C C A A C C B B A B C 0.62 B 0.64 B 0.41 0.51 0.53 0.47 0.60 0.84 ~.49 0.55 0.66 0.69 0.42 A 0.44 A 0.66 A 0.56 A 0.49 A_ 0.70 D 0.71 A 0.74 A 0.54 B 0.79 B 0.93 A 0.57 A-0.58 B 0.82 A B A A B C C A C E A A D 0.73 C 0.75 C 0.50 A 0.57 A 0.53 A 0.60 . A 0.56 .A 0.74 C 0.59 A 0.72 C 0.54 A 0.67 B 0.54 A 0.74 C 0.59 A 0.55 A 0.76 C 0.68 B 0.92 E 0.79 C 0.43 A 0.62 B 0.50 A 0.59. A 0.39 A 0.33 A 0.38 · A 0.38 A 0.50 A 0.75 C 0.68 B 0.61 B 0.68 B 0.66 B 0.35 A o.41 A 0.53 A 0.34 A 0.68 B 0.65 B 0.57 0.47 0.50 0.52 0.61 0.50 0.61 0.51 0.45 0.76 0.54 A A A A B A B A A C A 0.41 0.71 0.52 0.43 0.58 0.58 0.88 0.58 0.77 0.82 0.43 0,55 0.53 0.55 0.81 0.75 0.62 0.48 0.52 0.75 0.73 0.71 0.68 0.49 0.52 0.64 0.73 A C A A A A D A C D A A A A D C B A A C C C B A A B C 0.59 A 0.67 B 0.37 A 0,61 B 0.45 A 0.56 A ~ Count • 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 51 58 59 60 Count lntersectioo/Location Carlsbad Boulevard & Cannon Road Carlsbad Boulevard & Poinsettia Lane Rancho Santa Fe Road & Melrose Drive · Rancho Santa Fe Road & San Elijo Roai Rancho Santa Fe Road & La Costa Avenue Rancho Santa Fe Road & Camino De Los Caches Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro Carlsbad Village Drive & State Street Carlsbad Village Drive & Harding Street Poinsettia lane and A viara Parkway Poinsetta Lane & Pasco del Norte Poinsetta Lane & A vienda Encinas Alga Road & Melrose Drive Alga Road & El Fuerte Street Jefferson Street & Marron Road Monroe Street & Marron Road Cannon Road & Paseo Del Norte College Boulevard & Tamarack Avenue (S) 1-5/Carlsbad Village Drive Southboµnd Ramps I-5/Carlsbad Village Drive Northbound Ramps 1-5/famarack Avenue Southbound Ramps 1-5/Iamarack Avenue Northbound Ramps 1-5/Cannon Road Southbound Ramps 1-5/Cannon Road Northbound Ramps I-5/Pa1omar Allport Road Southbound Ramps 1-5/Palomar Airport Road Northbound Ramps l-51Poinsettia Lane Southbound Ramps l-51Poinsettia Lane Northbound Ramps I-5/La Costa Avenue Southbound Ramps 1-5/La Costa Avenue Northbound Ramps 1 flllersecllon location war relocated In 2001. •• ICU ratio nDI applicable to lbJs umignallzed /ocotion. Table 3-1 (Continued) INTERSECTION CAP A CITY UTILIZATION ANALYSIS SUMMARY SUMMERlOOl PEAKHOUR SUMMER2002 PEAKHOUR AM PM AM ICU LOS ICU LOS Ratio Ratio i!ac.!'o LOS 0.47 A 034 A 0.98 E 0.85 D 0.58 A 0.61 B 0.25 A 0.36 A 0.49 A 0.41 A 0.42 A 0.3_? A_ 0.24 A 0.53 A 0.55 A 0.54 A 0.48 A 0.49 A 0.57 A 0.50 A 0,64 B 0.42 A 0.40 A 0,55 A 0.55 A 0.85 D 0.58 A 0.43 A 0.30 A 0.88 D 0.92 .E 0.88 D 0.79 C 0.60 A 0.57 A 0.64 B 0.56 A 0.40 A-..-0.25 A 0.53 A; 039 A 0.34 A 0.58 A 0.51 A 0,63 Bl. 0.44 A 0.45 A:i£•. 0.48 A 0.44 A 0.77 C 0.40 A 0.53 A 0.27 A 0.69 B (1.55 A 0.61 B 0.59 A 0.41' A 0.58 A 0.58 A 0.53 A 0.43 A 0.48 A 1.00 E 0.55 A 0.45 A 0.47 A 0,67 B 0,67 B 0.49 A 0.42 A 0,52 A 0.47 A 0.48 A 0.43 A 0.55 A 0.52 A l_M_ ICU LOS Ratio 0.87 D 0.49 A 0.80 C 0.88 D 0.58 A 0.61 B 0.38 A 0.52 A 0.46 A 0.61 B 0.65 B 0.48 A 0.43 A 0.80 _ C 0.50 A 0.71 C 0.66 B 0.48 A 0.66 B 0.40 A 0.85 D 0.43 A 0.67 B 0.52 A 0.47 A 0.52 A 0.56 A SUMMERlOOJ PEAKHOUR AM PM ICU LOS ... , ICU Ratio LOS ----0.56 A 0.89 D 0.38 A 0.43 A 0.91 E 0.78 C 0.76 C· 0.79 C 0.64 B 0.62 B 0.69 B 0.61 B 0.26 A 0.38 A 0.35 A 0.53 A 0.38 A 0.54 A 0.54 A 0.64 B 0.39 A 0.55 A 0.45 A 0.46 A 0.31 A 0.35 A 0.47 A 0.66 B 0.23 A 0.47 A 0.53 A 0.73 C 0.56 A 0.63 B 0,52 A 0.44 A 0.47 A 0.56 A 0.50 A 0.44 A 0.58 A 0.67 B 0.49 A 0.45 A 0,67 B 0.70 B 0.50 A 0.55 A. 0.47 A 0.49 A 0.44 A 0.54 A 0.56. A 0.59 A SUMMERl004 PEAKHOUR AM PM ICU ... , 0.59 038 0.87 0.76 0.79 0.61 0.26 0.37 0.42 0.53 0.41 0.44 0.29 0.46 0.26 0.50 0.54 0.60 0.47 0.55 0.61 0.47 0.64 0.41 0.50 0.43 0.55 LOS A A D C C B A A A A A A A A A A A A A A B A B A A A A ICU ... , 0.88 0.41 0.85 o:89 0.77 0.61 LOS D A n· D C B 0,35 A 0.53 A 0.48 A 0.62 B 0.61 B 0.60 A 0.35 A 0.65-B 0.46 A 0.73 0.72 0.49 0.56 0.43 0.69 0.50 0.65 0.53 0.51 0.53 0.57 C C A A A B A B A A A A SUMMER2005 . PEAKHOUR AM ICU Ratio 0.62 0.49 0.77 0.67 0.64 0.42 o:6s LOS B A C B B A B 0.24 A 0.35 A 0.41 A 0.50 A 0.42 A 0.48 A 0.31 A 0.37-A 0.26 A 0.64 0.42 0.52 o.ss" 0.56 0.55 0.50 0.56 0.51 0.64 0.39" 0.58 0.55 0,60 B A A A A A A A A B A A A A PM ICU ""'" 0.81 0.51 0.76 0.75 0.57 0.41 0.77 LOS D A C C A A C 0.38 A 0.54 A 0.50 A 0.67 B 0.74 C 0.54 A 034 A o:62 -B 0.41 A 0.54 0.58 0.79 0.66 0.49 0.61 0.54 0.54 0.45 0,68 0.67 0.56 0.48 0.48 A A C B A B A A A B B A A A Calle Al'enil!a La Posta Acervo 2005 AM PEAK HOUR INTERSECTION LEVELS OF SERVICE XX Intersection Count Location Legend: {i) LOSA,BorC {i) LOSE {i) LOS.D • LOSF \" w-♦-E ' s NOTTO SCALE Figure 3-2 RICK ENGINEERING COMPANY 11/29/05 \ I . \-d' Calle Acervo 2005 PM PEAK HOUR INTERSECTION LEVELS OF SERVICE XX Intersection Count Location Legend: (i) LOSA.Bore {i) LOSE {i) LOS D • LOSF i;< w-4_-E V ' s NarTOSCALE Figure 3-3 RICK ENGINEERING COMPANY 11/29/05 4. CONCLUSIONS The scope of work for this project was de~eloped to· allow the City of Carlsbad to monitor growth at several intersections and mid-block locations that have0been studied since 1989, as well as monitor new locations. Fifty-three (53) out of sixty (60) intersections and twenfy-nine (29) out of thirty-one (31) 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 1.4 percent from last year. All roadway segments were calculated to operate at LOS A or LOS B with the exception of the following locations: Location# Segment v/c LOS 4 Palomar Airport Rd: Melrose Drive to Paseo Valindo-0.72 C 19 Rancho Santa Fe Rd: Melrose Drive to La Costa Meadows Drive 0.76 C 28 Cannon Road: El Camino Real to College Boulevard 0.87 D The information contained in Chapter 3 identifies the following four ( 4) critical intersections from the sixty (60) study locations: Location# Intersection ICU LOS Period 7 El Camino Real and Cannon Road 0.88 D PM peak 10 El Camino Real and Palomar Airport Roa:ci 0.82 D PM peak 15 El Camino Real and Alga Road/Aviara Parkway 0.81 D PM peak 31 Carlsbad Boulevard and Cannon Road 0.81 D PM peak Suggestions for improvement of these intersections are described in Chapter 3. The remaining signalized intersections were found to have acceptable levels of service. 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 C~rlsbad as the seventeenth annual Traffic Monitoring Program for the Growth Management Plan. Critical intersections have been identified and potential mitigation measures have been discussed. The intent of this document is to provide City staff with an. indication of the current status of the overall circulation system in terms of intersection and segment capacities and Levels of Service. This report will also be used as a tool for the accurate identification of conditions in specific areas of the City and to identify critical locations that warrant close attention in the future. The City may utilize the conclusions of this report to aid in the creation of a future scope of work for additional traffic monitoring. 4-1 \ ( ' APPENDIXiA l. I INTERSECTION SVMMARY } INTERSECTION TURN MOVEMENT COUNTS Sixty (60) 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 2005. 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 (60) intersections. Pedestrian and U-turri volume was also collected at each intersection. The data was then reduced and intersection capacity utilization analysis was performed for each signalized intersection. Table .i\-2 summarizes the results of this initial ICU analysis. The table presents calculated Levels of · Service for all sixty (60) 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 southbo_und approach, the west-crosswalk flow. / I. 1al>..-__.,.,,----......., Avcni<.la I.a Post.I 2005 INTERSECTION LOCATION MAP Legend: Count Locations Calle Acervo Q Intersection Count Location XX Intersection Count Number N w-♦-E ' s NOTTO SCALE Figure A-1 RICK ENGINEERING COMPANY 11/29/05 Table A-1 COUNT DATE SUMMARY SHEET 2005 TRAFFIC MONITORING PROGRAM Location Number Count Intersection/Location Count Day Count Date I. .College Boulevard & Faraday Avenue Thurs. 7/21 2. El Camino Real & Plaza Drive Tues. 8/9 3. El Camino Real & Marron Road . Tues; 7/19 4. El Camino Real & Hosp Way Tues. 7/19 5. El Camino Real & Carlsbad Village Drive Tues. 7/19 6. El Camino Real & Tamarack Avenue Wed. 7/20 7. El Camino Real & Cannon Road Wed. 7/20 8. El Camino Real & College Boulevard Thurs. 7/21 9. El Camino Real & Faraday A venue Thurs. 7/21 10. · El Camino Real & Palomar Airport Road Thurs. 8/4 11. El.Camino Real & Town Garden Road Thurs. 8/4 12. El Camino Real·& Camino Vida Roble Thurs. 8/4 13. El Camino Real & Cassia Road Thurs. 8/4 14. El Camino Real & DoveLane . Thurs. 7/28 15. El Camino Real & Alga Road / A viara Parkway Thurs. 7/28 16. El Camino Real & Arena! Road Tues. 7/26 17. El Camino Real & La Costa Avenue Tues. 7/26 18. El Camino Real & Levante Street Tues . 7/26 . 19. El'Camino Real & Calle Barcelona Tues. 7/26 20. Palomar Airport Road & A venida Encinas Tues. 8/2 21. Palomar Airport Road & Paseo de! Norte Tues. 8/2 22. .Palomar Airport Road & Armada Drive / Costco Entran9e Wed. 8/3 23. Palomar Airport Road & College Boulevard/Aviara Parkway Wed. 8/3 24. Palomar Airport Road & Camino Vida Roble Wed. 8/3 25. Palomar Airport Road & Yarrow Drive Wed. 8/3 26. Palomar Airport Road & El Fuerte Street Thurs. 7/21 27. Palomar Airport Road & Melrose Drive Thurs. 7/21 28. Palomar Airport Road & Paseo Valindo Tues. 8/9 29. Carlsbad Boulevard & Carlsbad Village Drive . Wed. 7/13 30. Carlsbad Boulevard & Tamarack Avenue Wed. 7/13 Table A-1 (Continued) ' ' ' COUNT DATE SUMMARY SHEET 2005 TRAFFIC MONITORING PROGRAM Location Count Intersectiori/Lo'cation Number Count Day Count Date 31. Carlsbad Boulevard & Cannon Road Thurs. 7/14 32. Carlsbad Boulevard & Poinsettia Lane Tues. 8/9 33. Rancho Santa Fe Road & Melrose Drive Thurs. 7/28 34. Rancho Santa Fe Road & San Elijo Road Wed. 7/27 35. Rancho Santa Fe.Road & La Costa Avenue Wed . 7/27 . 36. Rancho Santa Fe Road & Camino De Los Caches Wed. 7/27 37. Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro Wed. 7/27 38. Carlsbad Village Drive & State Street Tues. 7/12 39; Carlsbad Village Drive & Harding Street Tues. 7/12 40. Poinsettia Lane and Aviara Parkway Wed. 8/10 41. Poinsettia Lane & Paseo del Norte Wed. 8/10 42. Poinsettia Lane & Avenida Encinas Wed. 8/10 43. Alga Road & Melrose Drive Thurs. 7/28 44. Alga Road & El Fuerte Street Thurs. 7/28 ,·45. Jefferson.Street & Marron Road Wed. 7/20 46. Mouroe Street.& Marron Road Tues. 7/19 47. Cannon Road & Paseo Del Norte ' Thurs. 7/14 48. College Boulevard & Tamarack Avenue (S) Wed. 7/20 49. 1-5/Carlsbad Village Drive Southbound Ramp's · Tues. 7/12 50. 1-5/Carlsbad Village Drive Northbound Ramps Tues. 7/12 51. 1-5/Tamarack Avenue Southbound Ramps Wed. 7/13 52. 1-5/Tamarack Avenue Northbound Ramps Wed. 7/13 53 1-5/Cannon Road Southbound Ramps Thurs. 7/14 54. I-_5/Cannon Road Northbound Ramps Thurs. 7/14 55. 1-5/Palomar Airport Road Southbound Ramps Tues. 8/2 56. 1-5/Palomar Airport Road Northbound Ramps Tues. 8/2 57. 1-5/Poinsettia Lane Southbound Ramps Wed. 8/10 58. 1~5/Poinsettia Lane Northbound Ramps Wed. 8/10 59. 1-5/La Costa Avenue Southboun~ Ramps Tues. 8/9 60. 1-5/La Costa Avenue Northbound Ramps Tues. 8/9 Location Number I. 2. 3. 4. 5. 6. 7. 8 .. 9. 10. 11. 12. 13. 14 .. 15. 16. 17. 18. 19. 20. 21.: 22. 23. 24. 25. 26. 27. 28. 29 30. TableA-2 INTERSECTION LEVEL OF SERVICE 2005 TRAFFIC MONITORING PROGRAM AM Count ICU Intersection/Location Ratio College Boulevard & Faraday Avenue 0.39 El Camino Real & Plaza Drive 0.33 El Camino Real & Marron Road 0.38 El Camino Real & Hosp Way 0.38 El Camino Real & Carlsbad Village Drive 0.50 El Camino Real & Tamarack Avenue 0.75 El Camino Real & Cannon Road 0.68 El Camino Real & College Boulevard 0.61 El Camino Real & Faraday Avenue 0.68 El Camino Real & Palomar Airport Road 0.66 El Camino Real & Town Garden Road 0.35 El Camino Real & Camino Vida Roble 0.41 El Camino Real & Cassia Road 0.53 El Camino Real & Dove Lane 0.34 El Camino Real & Alga Road / Aviara Parkway 0.68 El Camino Real & Arena! Road 0.65 El Camino Real & La Costa Avenue 0.57 El Camino Real & Levante Street 0.47 El Camino Read & Calle Barcelona 0.50 Palomar Airport Road & Avenida Encinas 0.52 Palomar Airport Road & Paseo de! Norte 0.61 Palomar Airport Road & Armada Drive / Costco Entrance 0.50 Palomar Airport Road & College Boulevard/ Aviara Parkway 0.61 Palomar Airport Road & Camino Vida Roble 0.51 Palomar Airport Road & Yarrow Drive 0.45 Palomar Airport Road & El Fuerte Street 0.76 Palomar Airport Road & Melrose Drive 0.54 Palomar Airport Road & Paseo Valindo 0.59 Carlsbad Boulevard & Carlsbad Village Drive 0.37 Carlsbad Boulevard & Tamarack Avenue 0.45 PM LOS ICU LOS Ratio -- A 0.41 A A 0.71 C A 0.52 A A 0.43 A A 0.58 A C 0.58 A B 0.88 D B 0.58 A B 0.77 C B 0.82 D A 0.43 A A 0.55 A A 0.53 ·A A 0.55 A B 0.81 D B 0.75 C A 0.62 B A 0.48 A A 0.52 A A 0.75 C B 0.73 C A 0.71 C ,B 0.68 B A 0.49 A A 0.52 A C 0.64 B A 0.73 C A '0.67 B A 0.61 B A 0.56 A Table A-2 (Continued) INTERSECTION LEVEL OF SERVICE 2005 TRAFFIC MONITORING PROGRAM AM PM Location Count ICU LOS ICU LOS Number Intersection/Location ·Ratio Ratio 31. Carlsbad Boulevard & Cannon Road 0.62 B 0.81 D 32. Carlsbad Boulevard & Poinsettia Lane 0.49 A 0.51 A 33. Rancho Santa Fe Road & Melrose Drive 0.77 C 0.76 C 34. Rancho Santa Fe Road & San Elijo Road 0.67 B 0.75 C 35. Rancho Santa Fe Road & La Costa Avenue 0.64 B 0.57 A 36. Rancho Santa Fe Road & Camino De Los Coches 0.42 A 0.41 A 37. Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro 0.68 B 0.77 C 38. Carlsbad Village Drive & State Street 0.24 A 0.38 A 39. Carlsbad Village Drive & Harding Street 0.35 A 0.54 A 40. Poinsettia Lane and A viara Parkway 0.41 A 0.50 A 41. Poinsettia Lane & Paseo de! Norte . 0.50 A 0.67 B 42. Poinsettia Lane & A venida Encinas 0.42 A 0.74 C 43. Alga Road & Melrose Drive 0.48 A 0.54 A 44. Alga Road & El Fuerte Street 0.31 A 0.34 A 45. Jefferson Street & Marron Road 0.37 A 0.62 B 46. Monroe Streei & Marron Road 0.26 A 0.41 A 47. Cannon Road & Paseo Del Norte 0.64 B 0.54 A 48. College Boulevard & Tamarack Avenue (S) 0.42 A 0.58 A 49. 1-5/.Carlsbad Village Drive Southbound Ramps 0.52 A 0.79 C 50. 1-5/Carlsbad Village Drive Northbound Ramps 0.55 A 0.66 B 51. 1-5/Tamarack Avenue Southbound Ramps 0.56 A 0.49 A 52. I-5iTamarack Avenue Northbound Ramps 0.55 A 0.61 B 53. 1-5/Cannon Road Southbound Ramps 0.50 A 0.54 A 54. 1-5/Cannon Road Northbound Ramps 0.56 A 0.54 A 55. 1-5/Palomar Airport Road Southbound Ramps 0.51 A 0.45 A 56 1-5/Palomar Airport Road Northbound Ramps 0.64 B 0.68 B 57. 1-5/Poinsettia Lane Southbound Ramps 0.39 A 0.67 B 58. 1-5/Poinsettia Lane Northbound Ramps 0.58 A 0.56 A 59. 1-5/La Costa Avenue Southbound Ramps 0.55 A 0.48 A 60. I-5/La Costa Avenue Northbound Ramps 0.60 A 0.48 A CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 1 Intersection Location: College Boulevard & Faraday Avenue Contents: Turn Movement Count Summary (A.M. and P.M.) . A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram RICK Pagel Page2 Page3 '" ENGINEERING COMPANY Transportation Division ✓ ' RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: College Boulevard E/W Street: Faraday Avenue Count Date: 07/21/05 End of15 Day : Thursday Weather: Sunny South Annroach INR\ File : 2005 Int #01 Data Collected by : Jessica,_ Michelle Traffic Control : Signalized North Annroach (SB) West A ""roach IF.B) East Annroach /WB) Page I of3 15 min Total min.prd. Leff U-Tm Thru Ri!!ht Peds Left ·U-Tm Thru Riehl Peds Left U-Tm Thru Riehl Peds Left U-Tm Thru Right Peds IV ehicles Peds 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max.15 min. Pk. Hr. Vol. 7:30 AM Peale 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM • 5:00PM • 5:15PM • 5:30PM • 5:45PM 6:00PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4:30 PM Peale 5:30PM Hour 2 10 6 • 10 19 21 35 31 53 39 20 26 53 158 21 30 30 37 31 33 59 25 24 12 30 14 59 148 0 2 2 I 6 .. o-· .9 I 6 11 0 11 0 . 25 0 -6 15 0 ,30 0 0 22 18 0 42 0 0 26 19 0 53 7 I 26 26 0 40 0 0 27 36 I 62 0 0 24 66 0 31 0 O· 40 52 0 44 0 0 38 67 0 41 0 0 32 47 0 29 0 0 27 53 0 42 0 1 40 67 I 62 7 0 129 221 1 178 0 Intersection Traffic in Pk. Hr. -1753 Intersection Pdstrns in Pk. Hr. -13 0 65 17 0 12 0 0 46 13 0 9 0 0 51 10 0 9 0 0 56 15 0 13 0 2 49 10 0 7 0 I 78 18 0 11 0 2 96 26 0 9 0 0 62 15 0 11 0 0 66 12 2 5 0 0 45 10 5 4 0 0 44 4 0 4 0 0 33 6 0 I 0 2 96 26 5 13 0 5 285 69 0 38 0 Intersection Traffic in Pk. Hr. -1989 Intersection Pdstms in Pk. Hr. = 21 34 42 55 46 65 32 45 53 56 41 65 195 26 32 32 29 25 56 47 35 35 '35 23 19 56 163 5 0 0 10 0 4 . 8 0 5 20 0 3 14 0 10 26 0 7 19 0 7 8 2 10 19 0 17 16 0 10 24 0 19 13 0 10 26 2 19 62· 2 44 Peale Hr. Factor 7 0 16 16 0 9 18 0 15 9 0 9 10 4 12 14 2· 25 20 6-26 18 0 9 15 I 9 6 0 .9 11 4 17 5 I 5 20 6 26 62 12 72 Peale Hr. Factor 0 12 I I I 0 4 I . 0 45 2 0 22 5 0 12 0 23 17 5 157 5 0 30 9 0 4 0 32 6 0 185 0 0 49 5 I 15 0 58 5 0 289 I 0 70 13 0 11 0 40 5 0 342 0 0 53 17 0 13 0 47 4 . 2 327 2 0 91 19 0 17. 0 49 9 5 436 6 0 95 21 3 16 0 40 7 0 -381 5 0 119 18 0 25 0 66 8 0 506 0 0 79 16 0 22 0 35 14 .2 430 2 0 85 22 0 17 0 54 2 0 407 0 0 54 10 0 15 0 60 6 0 357 0 -0 119 22 3 25 0 66 17 5 506 6 0 384 74 3 80 0 190 38 7 -1753 13 · --0.87 0 40 23 0 24 0 84 28 0 363 o· 0 59 19 0 11 0 78 24 0 346 0 0 58 31 0 37 0 97 44 I 432 I 0 59 39 0 25 0 62 24 I 377 I 0 72 33 2 38 0 96 47 0 432 6 0 61 36 0 39 0 82 34 2 488 4 0 72 45 5 42 0 132 31 0 607 ·11 0 89 31 0 52 o. 88 27 0 462 0 0 69 26 2 26 0 63 30 4 380 9 0 50 21 5 31 0 57 23 0 303 10 0 45 35 0 22 0 66 44 4 345 8 0 31 14 0 27 0 38 21 I 214 2 'o 89 45 5 52 0 132 47 4 607 11 0 294 145 7 171 0 398 139 2 1989 21 0.82 ----- College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page2 of3 East Annr !WB) Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config- urations Inside (left) I I 2 I 3 4 5 6 Outside 7 Free-flow Lane Settings 2 Capacity 3600 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN')? 'Efficiency Lost Factor 0.10 Hourly Volume 158 129 Adjusted Hourly Volume 158 350 Utilization Factor 0.04 0.09 Critical Factors 0.09 0 0 'N N 221 0 0.00 ICU Ratio = 0.39 LOS= Turning Movements·at Intersection of: Time : 7:30 AM to 8:30 AM Date: 07/21/05 Day : Thursday Name : Jessica, Michelle Sub- To~ totals w e 410 s 912 0 44 t 502 384 74 A p p r Subtotals Total North Annr !SB\ West Annr IRB\ I !, 2 3600 178 178 0.05 0.05 A 2 4000 195 257 0.06 . 1 0 0 1800 62 44 0 44 0.00 0.02 College Boulevard North Approach 646 435 0 62 195 178 J t L. _j ---+ t 7 North i t r 158 129 221 0 349 508 857 South Approach 2 0 1 2 0 4000 0 1800 4000 0 384 74 80 190 38 458 0 80 228 0 0.11 0.00 0.04 0.06 0.00 0.11 0.04 and Faraday Avenue College Boulevard Total 211 Subtotals Sub- totals Totals L 38 +-190 308 r 80 0 1091 783 Faraday Avenue Note: Left,tum volumes include U-tums. U-tums in bold. E a s t A p p r College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page3of3 East A nnr fWB) Pk. Hr. Time Period : South Appr (NB) 4:30 PM to 5:30PM Lane Config - i.Irations Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 .4 5 6 7 I I I I 2 2 3600 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0,10 Hourly Volume 153 285 Adjusted Hourly Volume 153 354 Utilization Factor 0.04 0.09 Critical Factors · 0.09 1 0 0 N N 69 0 0.00 ICU-Ratio = 0.41 LOS·= • Turning Movements at -Intersection of : Time: 4:30 PM to 5:30 PM Date: 07/21/05 Day : Thursday Name: Jessica, Michelle Sub- To.!!!!!__ totals w e 608 s -1119 o· 72 t 511 294 145 A p p r Subtotals Total North Annr (SB) West Annr (EB) I I I I l I I 1 I 2 2 0 1 2 0 1 2 0 3600 4000 0 1800 4000 0 1800 4000 0 38 163 62-72 294 145 171 398 139 38 225 0 72 439 0 171 537 0 0.01 0.06 0.00 0.04 0.11 0.00 0.10 0.13 0.00 0.01 0.11 0.10 A College ~oulevard and Faraday Avenue North Approach College Boulevard 759 Total 263 496 Subtotals 0 62 163 38 Sub - J + L. totals Totals _t L 139 _____.. t +---398 708 7 ... 171 0 1109 North 401 +i t r 153 285 69 Faraday Avenue 5 484 507 991 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. E a s t A p p r CITY OF CARLSBAD T:RAFFIC MONITOR.ING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 2 Intersection Location: El Camino Real & Plaza Drive Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram RICK Pagel Page2 Page3 '" ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Plaza Drive Count Date: 08/09/05 End of 15 Day: Tuesday Weather: Sunny South Annroach INR) File : 2005 Int #02 Data Collected by : Marie, Chin Traffic Control : Signalized North Annroach (SB) West Annroach IEBl min. prd. Left U-Tm Thro Ri0 ht Peds Left U-Tm Thro Ri•ht Peds Left U-Tm Thro Ri•ht Peds 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15 AM Peak 8:15 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM • 5:30PM • 5:45PM • 6:00PM • 6:15PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5:00PM Peak 6:00PM Hour I 0 3 I 0 I 3 6 2 3 2 3 6 12 14 8 5 9 14 9 13 9 8 12 4 8 14 42 0 86 3 0 15 I 99 3 2 14 0 124 3 0 19 0 124 9 2 21 I 125 6 0 . 20 0 . 140 2 0 0 147 9 0 0 168 8 0 2 172 8 0 0 154 I 0 0 157 10 0 0 147 10 0 2 172 10 2 2 627 27 0 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 332 4 0 0 371 9 I I 393 7 0 0 410 5 3 0 368 3 0 0 436 4 0 I 398 4 0 l 444 I 0 2 447 7 0 0 442 4 0 0 417 4 I 0 461 9 0 2 461 9 3 4 1731 16 0 Intersection Traffic in Pk. Hr. Intersection Pdstrns izi Pk. Hr. 38 35 40 30 46 40 61 61 143 63 51 77 54 70 50 44 60 59 45 44 43 77 208 3 4 5 3 6 8 7 3 6 5 7 15 15 24 ---· 2201 8 17 18 28 16 18 15 20 18 24· 25 16 18 28 87 --~-3903 8 152 I 0 0 0 0 0 0 206 I 0 0 0 I 0 I 345 4 4 3 0 0 0 2 296 2 I I 0 0 0 0 288 5 0 3 0 0 0 0 321 4 0 I 0 0 0 3 348 2 0 0 0 0 I 0 349 10 0 4' 0 I 0 I 244 8 2 4 0 2 I 0 240 15 2 5 0 0 0 0 229 15 I I 0 0 I 0 193 29 0 3· 0 I 0. 0 349 29 4 5: 0 2 I 3 1262 24 2 9 0 3 2 4 Peak Hr. Factor --· 0.91 208 56 I 113 0 9 17 0 232 37 0 127 0 5 22 0 193 46 3 115 0 4 18 I 186 62 2 119 0 2 13 3 196 50 I 121 0 5 13 5 196 53 0 112 0 7 7 5 227 46 0 .108 0 2 7 0 19'5 61 0 107 0 .5 6 I 189 50 2 132 0 8 14 0 212 56 0 116 0 5 . II 2 181 49 0 112 0 3 I 2 185 44 I 109 0 5 13 0 232 62 3 132 0 9 22 5 823 213 2 463 0 20 38 3 Peak Hr. Factor ---0.97 Page 1 of3 East Annroach (WB) 15 min Total Left U-Tm Thro Ri0 ht Peds Vehicles Peds 1 0 0 5 0 267 0 1 0 0 8 0 338 3 3 0 I 5 0 515 6 5 0 2 3 0 467 3 5 0 2 5 0 466 0 4 0 I 10 I 530 4 l 0 0 14 I 567" I . 5 0 4 9 0 607 I 7 0 3 8 0 497 2 9 0 I 7 0 486 2 6 0 2 15 0 485 I 6 0 3 15 0 486 0 9 0 4 15 I 607 6 17 0 8 41 2 2201 8 6 0 7 54 0 900 I 8 0 II 64 0 963 I 5 0 8 48 0 948 4 10 0 7 51 0 944 8 12 0 7 56 0 933 6 13 0 6 46 0 954 5 13 0 4 42 0 929 0 9 0 5 60 I 981 2 9 0 6 53 0 1008 2 8 0 3 46 2 985 4 12 0 7 50 I 900 4 6 0 8 47 0 956 I 13 0 II 64 2 1008 8 39 0 18 201 3 3903 8 El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization · Page 2 of3 Pk. Hr. Time Period : South AEEr (NB) 7:15 AM to 8:15 AM Left Thru Right Lane Inside I I Config-(left) 2 I urations 3 1 4 I 5 1 6 Outside 7 Free-flow Lane Settings 2 3 Capacity 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 14 627 Adjusted Hourly Volume 14 654 Utilization Factor 0.00 0.11 Critical Factors 0.00 1 0 0 N y 27 0 0.00 ICU Ratio -0.33· LOS- Turning Movements at Intersection of: w e s t A p p r Time : 7: 15 AM io 8:15 AM Date : 08/09/05 Day : Tuesday N rune : Marie, Chin Sub- To~ totals 58 44 14 0 Subtotals Total 9 3 2 North Annr (SB) West Annr (EB) East Annr (WB) Left Thru Right Left I . I 1 1 1 1 1 1 2 ·3 0 2 3600 6000 0 3800 167 1262 24 9 167 1286 0 · 12 0.05 0.21 0.00 0.00 0.21 0.00 A El Camino Real North Approach 2154 1453 24 24 1262 167 J + l. _j ---->-t 7 North ~ t r 14 627 27 2 1283 668 1951 South Approach Thru ~ Left Thru Right I 1 I 1 1 0 I 0 1 1 o. 1800 0 2000 1800 3 2 17 8 41 0 2 0 25 41 0.00 0.00 0.00 0.01 0.02 0.02 and Plaza Drive El Camino Real 701 L 41 ~ 8 r 17 0 Total Subtotals Sub- totals 66 173 Plaza Drive Totals 239 Note : Left-tum volumes include U-tums. U-tums in bold, E a s t A p p r El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 East A nnr IWB\ -· · Pk Hr. Time Period : South Appr (NB) 5:00 PM to 6:00PM Lane Config - urations Inside (left) Outside Free-flow Lane S~ttings Capacity 2 3 4 5- 6 7 2 3600 I I I 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 46 1731 Adjusted Hourly Volume 46 1747 Utilization Factor 0.01 0.29 Critical Factors 0.29 lCURatio = 0.71 Turning Movements at Intersection of': Time : 5 :00 PM to 6:00PM Date:-08/09/05 Day : Tuesday Name : Marie, Chin Sub - T~ totals w e 273 .s 794 0 t 521 A p p r 0 0 N y 16 0 0.00 LOS= 463 20 38 Subtotals Total North Annr /SB) West Annr /EB\ 2 3600 295 295 0.08 0.08 - C I I I 3 6000 823 1036 0.17 0 2 . 0 3800 213 463 0 483 0.00 0.13 0.13 EI Camino Real ' North Approach 3813 1331 87 213 823 295 J t ~ _j t __. 7 North i t r 46 1731 16 4 904 1793 2697 South Approach 0 0 I 0 1800 0 2000 1800 20 38 39 18 201 0 38 0 57 201 0.00 0.02 0.00 0.03 0.11 0.11 and Plaza Drive El Camino Real Total 2482 Subtotals Sub- totals Totals L 201 +--18 258 r 39 0 502 244 Plaza Drive Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM ' SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 3 Intersection Location: El Camino Real & Marron Road Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and ~ Tum Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram RICK Pagel Page2 Page3 "' ENGINEERING COMPANY Transportation Dit.1ision RICK ENGINEERING TURNING MOVEMENTANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Marron Road Day : Tuesday ·, Count Date: 07/19/05 Weather: Sunny File : 2005 Int #03 Data Collected by : Raul, Chin Traffic Control : Signalized South Annroach INB) North Annroach (SB) WestAnnroach"'B) End ofl5 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15 AM • 7:30AM • 7:45AM • 8:00AM • 8:15 AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:00AM Peak 8:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45PM Hour Left 4 5 3 2 4 4 3 6 10 10 10 10 10 17 42 43 44 47 36 52 40 42. 47 38 32 20 52 181 U-Tm Thru Ri•ht Peds Left U-Tm 0 69 6 0 3 3 0 87 6 o· 9 3 0 98 6 0 22 3 0 116 6 1 18 2 0 141 10 0 19 I 0 125 7 ·1 18 4 0 147 10 0 17 3 0 160 9 0 21 3 IQ 138 9 0 28 3 I 109 9 0 23 3 0 145 13 0 20 4 0 153 20 0 36 2 I 160 20 I 36 4 0 573 36 I 75 11 -Intersection Traffic m Pk. Hr. -2320 Intersection Pdstms in Pk. Hr. 4 4 249 1_3 I 52 0 0 259 15 2 33 6 0 256 14 0 43 5 0 257 21 0 34 6 0 210 17 I 41 0 0 269 12 0 37 2 0 275 26 0 51 3 0 287 14 I 45 I ( 0 2~2 16 I 38 2 I 244 14 I 41 2 0 217 14 0 42 2 0 182 14 I 39 0 4 292 26 2 52 6 0 1123 68 2 171 8 Intersection Traffic m Pk. Hr. -3313 Intersection Pdstrns in Pk. Hr. 16 Thru Ri•ht Peds Left U-Tm Tum Ri•ht Peds 140 9 0 9 .o 2 5 0 179 10 0 5 0 I 7 0 288 11 0 5 0 2 11 0 282 24 0 7 0 5 15 0. 278 17 0 8 0 5 8 0 289 13 0 7 0 7 15 0 346 · 15 0 15 0 11 11 0 307 19 0 13 0 11 10 0 253 23· 0 11 0 16 12 0 235 19 0 14 0 7 7 0 209 22 I 8 0 16 8 I 174 21 0 15 0 12 9 I 346 24 I 15 0 16 15 I 1220 64 0 43 0 34 44 0 Peak Hr. Factor 0.92 155 35 3 45 0 31 42 6 162 38 0 46 ·o 27 30 3 167 35 .4 47 o· 52 24 I 157 39 2 54 0 45 27 5 159 33 I 53 0 50 36 1 168 34 0 43 0 39 28 2 160 33 I 44 0 53 31 o· 184 41 0 42 0 48 22 1 180 31 0 45 0 43 22 0 127 38 0 48 0 46 24 0 128 28 I 50 0 45 25 5 116 41 0 47 0 32 18 0 184 41 4 54 0 53 42 6 692 139 I 174 0 183 103 3 Peak Hr. Factor 0.98 East Annroach fWB) Left U-Tm Thru Rioht 6 0 4 4 15 0 5 4 12 0 7 12 23 0 14 18 17 0 ·12 12 25 0 9 19 34 0 13" 8 20 0 10 . 24 15 0 8 5 23 0 16 15 . 17 0 10 16 19 0 28 16 34 0 28 24 96 0 44 63 38 0 29 22 45 0 31 49 . 39 0 25 36 35 0 39 22 38 0 32 35 47 0 35 28 35 0 30 54 48 0 34 41 48 0 34 37 34 0 18 39 36 0 25 27 44 0 31 43 48 0 39 54 178 0 133 160 Page I of3 15 min Total Peds !Vehicles Peds 2 264 2. I 336 I 2 480 2 3 532 4 0 532 0 3 542 4 0 633 0 0 613 0 0 531 0 3 491 3 3 498 5 I 515 2 3 633 5 -3 2320 4 0 757 10 4 784 9 2 787 7 5 783 12 4 740 7 3 794 5 3 835 4 2 849 4 2 835 3 2 714 3 I 671 7 0 627 1 5 849 12 10 3313 16 El Camino Real at Marron Road . Lane Configuration for lnters,ection. Capacity Utilization Page 2 of3 '. Pk. Hr. Time Period : South Aeer (NB) 7:00AM to 8:00AM Left Thru Right Lane Inside I I Config -(left) 2 I urations 3 , I 4 1 5 I 6 Outside 7 Free-flow Lane Settings 2 3 Capacity 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 17 573 Adjusted Hourly Volume 17 609 Utilization Factor 0.00 0.10 Critical Factors . 0.00 ICU Ratio = 038 Turning Movements at Intersection of : Time : 7:00 AM to 8:00 AM Date: 07/19/05 w e s t A .P p r Day : Tuesday Name : Raul, Chin Sub- T~ totals . 246 125 121 0 I 0 0 N N 36 0 0.00 LOS= 43 34 44 Subtotals Total North Annr (SB) West Annr /RB) East Annr (WB) Left Thru Right Left Thru Right Left Thru Right I I ' I I I I I I I I 1 1 I I • ' 2 3 0 1 2 0 I 2 0 3600 6000 0 1800 4000 0 1800 4000 0 86 1220 64 43 34 44 96 44 63 86 1284 0 43 78 0 96 107 0 0.02 0.21 0.00 0.02 0.02 0.00 ,, 0.05 0.03 0.00 0.21 0.02 0.05 A El Camino Real and Marron Road North Approach 1370 64 1220 J + __t ---+ t 7 North +i t 17 573 0 1360 626 1986 South Approach 2060 11 86 ~ r 36 El Cainino Real 690 L •63 .. 44 -t 96 0 Total Subtotals Sub- totals 203 145 Marron Road Totals 348 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ' El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 4:45 PM to 5:45PM South Appr (NB) Lane Config- urations Inside (left) Outside Free-flow I 1 2 1 3 4 5 1 6 7 Lane Settings 2 3 Capacity 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 HourlyVolume 181 1123 Adjusted Hourly Volume 181 1191 Utilization Factor 0.05 0.20 Critical Factors 0.20 ICU Ratio = 0.52 0 0 N N 68 0 0.00 LOS= North Annr (SB) 1 1 1 I 2 3 0 3600 6000 0 179 692 139 · 179 831 0 0.05 0.14 0.00 0.05 A West Annr IBB) 1 1 1 1 2 0 1800 4000 0 174 183 103 174 286 0 0.10 O.o? 0.00 0.07 Page3 of3 East Annr (WB) 1 1 1 2 0 1800 4000 0 178 133 160 178 293 0 0.10 0.07 0.00 0.10 Turning Movements at Intersection of : El Camino Real and Marron Road w e s t A p p r Time : 4:45 PM to 5:45 PM Date : 07 /19/05 Day : Tuesday Name: Raul, Chin Sub- To.!;!!L_ totals 913 453 460 0 Subtotals Total 174 183 103 North Approach 1010 139 692 J + _J- --+ t 7 North i t 181 1123 0 973 1372 2345 South Approach 2475 8 179 ~ r 68 El Camino Real 1465 L 160 +-133 r 178 , 0 Total Subtotals Sub - totals 471 422 Marron Road Totals 893 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ( ( CITY OF CARLS~AD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 4 Intersection Location: EI Camino Real & Hosp Way Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M, Peak Hour ICU Analysis and Turli Movement Diagram RICK Pagel Page2 Page3 ENGINEERING COMPANY Transporrarion Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: Hosp Way Count Date: 07/19/05 Day : Tuesday Weather: Sunny File : 2005 Int #04 Data Collected by : Michelle, Jessica Traffic Control : · Signalized South Annroach /NB) North Annroach (SB) West Annroach fF.B). End of 15 min. prd. 6:15AM· 6:30AM 6:45AM 7:00AM 7:15AM • 7:30AM • 7:45AM • 8:00AM • 8:15AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk.Hr. Vol. 7 .00 AM Peale 8:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00 PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30 PM Max.15min. Pk. Hr. Vol. 4:45 PM Peale 5:45PM Honr Left I 0 3 I 2 3 2 2 I I I I 3 9 2 .3 8 14 3 11 8 11 10 16 12 8 16 40 U-Tm Thru Riehl Peds 0 70 2 1 0 70 0 I 0 85 I 0 I 100 I 0 I 145 4 0 0 123 4 0 0 146 7 0 I 147 10 0 0 136 II I 1 109 7 0 0 160 13 2 I 169 12 0 I 169 13 2 2 561 25 0 Intersection Traffic Ill Pk. Hr. Intersection Pdstms in Pk. Hr. I 309 25 0 I 296 17 0 I 294 19 2 4 285 22 0 2 264 20 0 4 317 31 0 3 320 14 0 3 279 47 0 ! I 316 37 0 2 269 28 0 3 208 17 0 3 197 16 0 4 320 47 2 11 1232 129 0 Left 0 I 0 1 2 3 4 8 12 4 9 12 12 17 - 3 8 8 4 3 5 8 5 6 7 5 4 8 24 U-Tm 0 I I 0 0 0 0 ·3 0 0 0 3 3 3 2089 8. I 3 I 2 0 2 2 I 2 2 2 I 3 7 Intersection Traffic m P~ Hr. -2616 Intersection Pdstrns in Pk. Hr. 11 Thru 167 210 291 303 287 333 373 300 252 242 229 . 180 373 1293 170 175 201 186 216 222 205 236 197 . 159 158 151 236 860 Right Peds Left U-Tm Thru Right Peds Left 3 0 11 0 I I 0 0 3 3 21 0 I 10 0 2 7 0 24 0 0 9 0 0 5 0 19 0 0 6-2 2 5 0 12 0 I 5 0 6 5 0 17 0 I 9 I 6 6 0 . 19 0 2 26 2 2 3 0 22 0 1 15 2 5 II I 22 0 3 7 0 6 5 0 17 0 I 6 I 10 5 0 14 0 2 7 0 8 14 0 18 0 4 6 0 12 14 3 24 0 4 26 2 12 19 0 70 0 5 55 5 19 Peale Hr. Factor 0.89 . 21 0 20 0 2 3 4 23 20 I 8 0 2 3 0 18 22 o· 17 0 I 3 I 14 26 2 15 0 3 3 I 13 20 0 13 0 4 3 0 17 15 0 15 0 2 4 0 21 24 0 13 0 I 1 0 16 25 3 23 0 5 10 0 13 28 0 19 0 5 5 I 23 25 I 16 0 7 7 0 10 25 0 22 0 3. 14 0 76 31 0 8 0 I 15 0 22 31 3 23 0 7 15 4 26 92 3 70 0 13 20 I 73 Peale Hr. Factor 0.97 East Annroacb <WB) U-Tm Thru Rieht 0 0 0 0 I 0 0 0 0 0 I 0 0 2 o· 0 2 2 0 1 2 0 I I 0 0 I 0 5 2 0 0 5 0 2 2 0 5 5 0 6 5 0 3 6 0 I 4 0 9 5 0 4 3 0 4 II 0 3 5 0 4 8 0 6 7 0 3 9 0 2 2 0 5 7 0 I 0 0 9 II 0 16 29 Page I of3 I5·min Total Peds Vehicles Peds 0 256 I 0 320 4 0 421 0 0 440 2 0 472 0 0 508 I 2 590 4 I 519 3 1 462 3 0 410 I 1 453 3 0 436 0 2• 590 4 3 2089 8 I 589 5 I 559 2 3 603 6 0 584 3 I 580 1 4 657 4 3 627 3 0 671 3 0 661 I 0 552 I 3 507 3 0 458 0 4 671 6 7 2616 II El Camino Real at Hosp Way Lane Configuration for Intersection Capacity Utilization Page2 of3 East Annr /WB) Pk. Hr. Time Perlod : 7:00AM to 8:00AM South Appr (NB) Lane Config- urations Inside (left) 1 2 1 3 4 5 6 Outside 7 Free-flow · Lane Settings Capacity 1800 1. 3 6000 Are the North/South phases split (YIN)? Are the East/West phases. split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 11 561 Adjusted Hourly Volume 11 586 Utilization Factor 0.01 0.10 Critical Factors 0.01 1 0 0· N y 25 0 0.00 ICU Ratio = 0.38 LOS= Turning Movements at Intersection of : Time: 7:00 AM to 8:00AM Date: 07/19/05 Day : Tuesday Name : Michelle, Jessica Sub- To~ totals w e 34 s 164 0 70 t 130 5 55 A p· p r Subtotals Total North Annr /SB) West Appr (EB) 1 1 3 0 1 0 1 1 0 1800 6000 0 1800 · 2000 0 1800 2000 0 20 1293 19 70 5 55 _19 6 5 20 1312 0 70 47 0 19 11 0 0.Dl 0.22 0.00 0.04 0.02 0.00 0.01 0.Dl 0.00 0.22 0.04 0.Dl A EI Camino Real and Hosp Way North Approach F.I Camino Real 1971 Total 1332 639 Subtotals 3 19 1293 20 Sub- .J t ~ totals Totals _j L 5 __.. t ~ 6 30 7 r 19 0 77 North 47 i t r 11 561 25 Hosp Way 2 1369 597 1966 South Approacli Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r El Camino Real at Hosp Way Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr !WB\ Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45PM Lane Config- urations Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 1 4 1 5 6 7 3 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? · Efficiency Lost Factor 0.10 Hourly Volume 51 1232 Adjusted Hourly. Volume 51 1361 Utilization Factor 0.03 0.23 Critical Factors 0.23 0 .0 N y 129 0 0.00 ICU Ratio = 0.43 LOS= Turning Movements at Intersection of : Time : 4:45 PM to 5:45 PM Date: 07/19/05 Day : Tuesday Name : Michelle, Jessica Sub- To.!!!!!.._ totals w e 148 s 251 0 70 t 103 13 20 A p p r Subtotals Total North A nnr !SB) West Annr rPB\ 1 1 1 I 1 1 1 3 0 1 0 1 1 0 1800 6000 0 1800 2000 O· 1800 2000 0 31 860 92 70 13 20 73 16 29 31 952 0 70· 33 0 73 45 0 0.02 0.16. 0.00 0.04 0.02 0.00 0.04 0.02 0.00 0,02 0.04 0.04 A El Camino Real and Hosp Way North Approach El Camino Real 2321 Total 983 1338 Subtotals 7 92 860 31 Sub- J t ~ totals Totals _j L 29 __.. t ..--16 118 7 r 73 0 284 North 166 +i t r 51 1232 t29 Hosp Way 11 964 1412 2376 South Approach Note: Left-tum volumes include U-turns, U-turns in bold, E a s t A p p r CITY OF CARLSBAD .TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 5 Intersection Location: El Camino Real & Carlsbad Village Drive Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram RICK Page 1 Page2 Page3 "' ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad lntei;ection of: N/S Street : El Camino Real Count Date: 07/19/05 E/W Street : Carlsbad Village Drive Day : Tuesday Weather: Sunny File : 2005 Int #05 Data Collected by : Marie, Mike 0. Traffic Control : Signalized South Annroach INBl North Annroach (SBl West Annroach 11?.B) End of 15 min. prd. 6:15AM 6:30-AM 6:45AM 7:00AM 7:15AM • 7:30AM • 7:45AM • 8:00AM • 8:15AM 8:30AM 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7:00AM Peak 8:00AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45PM Peak 5:45 PM Hour Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds I 4 3 4 7 5 6 7 10 20 9 II 20 25 II 20 24 33 24 20 24 34 41 29 24 23 41 119 0 44 I 0 4 3 . 0 44 2 0 3 2 0 72 2 0 6 3 0 75 I 0 13 9 0 104 4 0 12 6 0 82 2 0 9 I 0 104 6 0 12 5 . 0 109 5 0 14 6 0 104 2 I 22 6 0 90 2 0 21 8 0 102 3 0 18 9 0 148 7 0 31 9 0 148 7 I 31 9 0 399 17 0 47 18 Intersection Traffic in Pk. Hr. = 2588 Intersection Pdstrns in Pk. Hr. = 3 0 326 12 0 0 245 12 0 1 295 12 0 0 232 18 0 0 256 13 0 .o 318 14 • 0 0 289 II 0 0 317 21 I O· 324 14 0 0 209 9 0 0 208 14 0 0 180 9 I . I 326 21 I 0 1248 60 I Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 31 24 38 32 40 49 32 38 51 36 45 35 51 170 9 3 4 9 6 4 4 I 6 3 7 6 9 15 -·--3190 2 161 9 0 205 12 0 . 323 13 0 275 26 2 252 26 0 317 29 0 411 30 0 276 23 I 187 34 0 233 16 0 180 22 0 160 23 0 411 34 2. 1256 108 I Peak Hr. Factor 171 38 0 155 29 0 140 36 0 138 30 0 153 31 0 166 44 0 151 39 O· 177 40 0 144 33 0 105 36 0 151 23 0 103 32 0 177 44 0 638 156 0 Peak Hr: Factor Left U-Tm Thru Ri•ht Peds 8 0 5 7 0 13 0 8 2 0 9 0 7 13 ,0 15 0 13 13 0 23 0 12 18 0 25 0 18 14 0 29 0 23 16 0 25 0 24 17 0 19 .0 38 9 0 16 0 24 13 0 25 0 20 6 0 29 0 38 16 2 29 0 38 18 2 102 0 77 65 0 ... 0.84 19 0 54 15 0 34 0 44 13 2 31 0 57 16 0 45 0 48 8 0 36 0 76 II 0 33 0 55 7 0 34 0 85 7 0 41 0 79 8 0 32 0 63 7 0 52 0 58 9 0 26 0 59 8 0 26 0 54 12 0 52 0 85 16 2 140 0 282 29 0 0.94 Page I of3 East Annroach (WB) 15 min Total Left U-Tm Thru Riaht Peds Vehicles Peds 3 0 25 II I 282 I 7 0 46 24 I 372 I 7 0 44 30 I 532 I 11 0 34 25 0 514 2 15 0 61 32 I 572 I . 13 0 80 27 0 622 0 25 0 70 31 0 768 0 25 0 64 31 I 626 2 18 0 62 30 0 541 I 7 0 50 29 I 529 I 9 0 48 33 5 484 5 9 0 52 27 0 560 2 -25 0 80 33 5 768 5 78 0 275 121 2 2588 3 15 0 49 32 0 782 0 10 0 48 31 0 668 2 4 0 36 32 0 726 0 II 0 61 22 0 687 0 8 0 39 36 I 729 I 3 0 55 23 I 791 I 8 0 46 27 0 757 0 9 0 53 27 0 845 I 6 0 45 31 0 797 0 5 0 53 24 0 628 0 3 0 39 20 0 627 0 10 0 45 37 0 572 I 15 0 61 37 I 845 2 26 0 199 108 I 3190 2 · · El Camin~ R~al at Carlsbad Village Drive Lane Configuration for Intersection Capach Utilization Pk. Hr. Time Period : 7:00 AM to 8:00AM South Appr (NB) Lane Config- urations Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 4 5 6 7 I. I I I 3 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases· split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 25 399 Adjusted Hourly Volume 25 416 Utilization Factor O.QI 0.07 Critical Facto~s 0.01 ICURatio = 0.50 Turning Movements at I~tersection of : Time : 7:00 AM to 8:00 AM Date: 07/19/05 Day : Tuesday Name : Marie, Mike 0. Sub- To~ totals w e 408 s 652 0 t 244 A p p r I 0 0 N N 17 0 0.00 LOS= 102 77 65 Subtotals Total Page 2 of3 North Annr (SB) West Annr rPB) EastAnnr (WB) I ' I I I 1 3 0 I 1800 6000 0 1800 65 1256 108 102 65 1364 0 102 0.04 0.23 0.00 0.06 0.23 0.06 A El Camino Real North Approach 2069 1429 18 108 1256 65 J t L. _t __.. t 7 North i t r 25 399 17 0 1399 441 1840 South Approach I I I I 2 0 I 2 0 4000 0 1800 4000 0 77 65 78 275 121 142 0 78 396 0 0.04 0.00 0.04 0.10 0.00 .. 0.10 and Carlsbad Village Drive El Camino Real 640 L 121 +-275 r 78 Total Subtotals Sub - totals Totals 474 0 615 141 Carlsbad Village Drive Note : Left-tum volumes include U-turns. U-tums in bold. E a s t A p p r ( El Camino Real at Carlsbad Village Drive ' Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : 4:45 PM to South Appr (NB) 5:45 PM Lane Config - urations Inside (left) Outside Free-flow· Lane Settings Capacity I 2 3 I 4 I 5 6 7 3 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases. split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 119 1248 Adjusted Hourly Volume 119 1308 Utilization Factor 0.07 0.22 Critical Factors 0.22 ICU Ratio= 0.58 Turning Movements at Intersection of : Time : 4:45 PM to 5:45 PM Date: 07/19/05 Day : Tuesday Name : Marie, Mike 0. Sub- To~ totals w e 474 s 925 0 t 451 A p p r I 0 0 N N 60 0 0.00 LOS= 140 282 29 Subtotals Total NorthA r SB WestA r B I I I I 3 0 I 2 0 I 2 0 1800 6000 0 1800 . 4000 o. 1800 4000 0 185 638 156 140 282 29 26 199 108 185 794 0 140 311 0 26 307 0 0.10 0.13 0.00 0.08 0.08 0.00 0.01 0.08 0.00 0.10 0.08 0.08 A EI Camino Real and Carlsbad Village Drive North Approach El Camino Real 2490 Total 979 1511 Subtotals 15 156 638 185 Sub- J t ~ totals Totals _t L ·t 108 ~ +--199 333 7 r 26 0 845 North 512 i t r 119 1248 60 Carlsbad Village Drive 0 693 1427 2120 Note: Left-tum volumes include U-turns. U-turns in bold. South Approach E a s I A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 6 Intersection Location: EI Camino Real & Tamarack Avenue Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3- RICK ENGINEERING-COMPANY Transportation Dii'Bion / RICK ENGINEERING TURNING MOVEMENT ANALYSIS City; Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: TamarackAvelfue Count Date : Day: Wednesday 07/20/05 Weather: Sunny File : · 2005 Int #06 Data Collected by : Caroline, Raul Traffic Control : · Signalized South Annroach lNR) North Annroach (SB) WestAnnroachrn.B) End of15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.15AM Peak 8:15AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45 PM • . 5:00PM • 5:15 PM • 5:30PM • 5:45 PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.30PM Peak 5:30PM Hour Left 3 3 4 5 5 10 15 32 11 19 II 23 32 68 43 39 31 48 29 44 41 45 35 37 31 37 48 159 U-Tm Thru Rioht Peds Left U-Tm 0 33 1 0 1 0 0 37 4· 0 3 0 0 50 8 1 1 0 0 54 11 2 1 0 0 35 8 0 2 0 0 · 64 11 0 4 0 0 83 11 0 4 1 0 58 19 2 8 0 0 72 14 0 4 1 0 72. 13 0 5 0 1 87 18 0 2 0 0 127 23 0 4 0 1 127 23 2 8 1 0 277 55 2 20 2 Intersection Traffic m Pk. Hr. -2523 Intersection Pdstrns in Pk. Hr. 5 0 315 45 0 0 244 65 0 0 321 46 1 1 337 56 0 -0 318. 42 0 0 365 65 0 1 353 61 0 1 · 3~0 76 0 1 267 73 3 1 256 50 0 0 241 51 0 0 210 37 0 1 365 76 3 2 1386 244 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 5 5 9 4 3 6 9 3 3 4 5 3 9 21 0 0 1 0 0 1 0 2 1 0 --0 2 2 3 2827 3 Thru Rioht Peds Left U-Tm Thru Rioht Peds 144 2 0 4 0 3 6 1 194 0 0 1 0 14 18 0 340 2 0 6 0 19 30 0 298 3 0 6 0 16 37 1 249 3 0 7 0 11 22 0 304 5 0 4 0 13 36 0 35.J 0 0 13 0 25 61 1 372 7 0 6 0 36 76 0 221 2 0 11 0 26 56 0 229 6 0 10 0 16 36 0 208 9 0 13 0 18 16 l. 161 6 0 9 0 35 17 0 372 9 0 13 0 36 76 1 1248 14 0 34 0 100. 229 1 Peak Hr. Factor 0.87 124 9 0 4 0 4 0 0 133 15 0 5 0 12 6 0 133 9 0 2 0 28 13 0 127 12 0 10 0 17 6 0 129 18 0 12 0 38 13 0 104 15. 2 7 0 29 12 0 156 18 0 11 0 48 11 0 124 7 0 8 0 29 15 0 123 8 0 6 0 25 19 2 , 86 10 0 8 0 38 17 1 98 8 0 13 0 32 8 2 106 15 O· 7 0 22 8 1 156 18 2 13 0 48 19 2 513 58 2 38 0 144 51 0 Peak Hr. Factor 0.93 East Annroach _flVB) Left U-Tm Thru Rioht 23 0 23 1 36 O· 23 4 60 0 .;14 2 38 0 36 3 61 ·o 33 2 77 0 35 4 86 0 53 4 68 0 42 3 74 0 28 2 59 0 34 7 50 0 39 2 42 0 37 2 86 0 53 7 305 0 158 13 22 0 26 6 33 0 39 1 27 0 31 4 15 0 23 6 21 0 26 2 20 0 24 2 19 0 29 0 33 0 30 2 32 0 33 0 28 0 32 1 27 0 34 0 24 0 23 1 33 0 39 6 93 • 0 109 6 Page 1 of3 15 min Total Peds Vehicles Peds 0 244 1 0 337 o· 2 546 3 0 508 3 0 438 0 0 567 0 0 707 1 2 727 4 0 522 0. 0 506 0 0 474 I 0 486 0 2 727 4 2 2523. 5 0 603 0 0 597 0 0 655 1 0 662 0 1 651 1 0 694 2 0 757 0 0 725 0 0 626 5 0 568 1 0 548 2 0 495 1 1 757 5 1 2827 3 . EI Camino Real at Tamarack Avenue · Lane Configuration for Intersection Capacity Utilization · Page 2 of3 East Annr (WB) Pk. Hr. Time Period : 7:15 AM to 8:15AM South Appr (NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings 1 1 2 Capacity 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 68 277 Adjusted Hourly Volume 68 277 Utilization Factor 0.04 0.07 Critical Factors 0.04 icuRatio = 0.75 Turning Movements at Intersection of: Time: 7:15 AM to 8:15 AM Date: 07/20/05 Day : Wednesday Name : Caroline, Raul Sub- To~ totals w e 240 s 603 ·o t 363 A p p r 1 1 1800 N N 55 55 0.03 LOS= 34 100 229 • Subtotals Total North A;.,nr (SB) West Annr (EB) I 1 1 I 2 1 1 2 0 1800 4000 1800 1800 2000 1800 1800. 4000 0 22 1248 14 34 100 229 305 158 13 22 1248 14 34 100. 229 305 171 0 0.Ql 0.31 0.0i 0.02 0.05 0.13 0.17 0.04 0.00 0.31 0.13 0.17 C El Camino Real and Tamarack Avenue North Approach El Camino Real 1610 Total 1284 326 Subtotals 2 14 1248 22 Sub - J + L. totals Totals ~ L t 13 ___.. +-158 476 7 r 305 0 651 · North 175 +i t r 68 277 55 Tamarack Avenue 0 1782 400 2182 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r El Camino Real at Tamarack Avenue Lane Configuration for Intersection C~pacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 4:30 PM to 5:30 PM Lane Config. urations Inside (left) 1 2 3 ·4 5 6 Outside 7 Fi-ee-flow 1 Lane Settings 2 Capacity 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? · Efficiency Lost Factor 0.10 Hourly Volume 161 1386 Adjusted Hourly Volume 161 1386 Utilization Factor 0.09 0.35 Critical Factors 0.35 ICU Ratio = 0.58 Turning Movements at Intersection of : w e s t A p p r Time : 4:30 Pl\1 to 5:30 PM Date : 07 /20/05 Day : Wednesday . Name : Caroline, Raul Sub• To~ totals · 559 326 233 0 1 I 1800 N N 244 244 0,14 LOS= 38 144 51 Subtotals Total North Annr (SB\ West Annr !FB) 1 1800 24 24 O.DI O.DI A 1 I 2 4000 513 513 0.13 1 I I 1800 1800 58 38 58 · 38 0.03 0.02 El Camino Real North Approach 2028 595 3 58 513 24 J t ~ _t ----+ t 7 North i t i 161 1386 244 2 659 1791 2450 South Approach 1 1 2000 144 144 0.07 0.07 and I I 1800 1800 51 93 51 93 0.03 -0.05 0.05 1 I 2 4000 109 115 0.03 Tamarack Avenue 1 0 0 6 0 0.00 El Camino Real 1433 t 6 .. 109 • 93 Total Subtotals Sub· totals Totals 208 0 617 409 Tamarack Avenue Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTibN ANALYSIS SUMMARY Intersection Number: 7 Intersection Location: EI Camino Real & Cannon Road ' Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transporration Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Cannon Road Count Date : Day : Wednesday 07/20/05 Weather: Sunny File : 2005 Int #07 Data Collected by: Jesus, Sergio Traffic Control : Signalized South Annroach fNR\ North Annroach (SB) West Annroach fF.B) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7.15 AM Peale 8:15 AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM • 5:00PM • 5:15PM • 5:30PM • 5:45PM 6:00PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4.30 PM Peale 5:30PM Hour Left 3 11 8 6 5 5 9 4 4 4 16 12 16 22 12 8 13 15 9 11 13 14 14 13 . 3 15 15 47 U-Tm Thru Rioht Peds Left U-Tm Thru 0 30 13 0 0 0 138 0 42 23 I 0 I 220 I 52 18 0 2 0 366 0 58 25 0 0 I 334 0 53 45 0 2 0 28J 0 93 38 0 5 0 -351 0 95 49 0 0 0 439 2 100 38 0 2 0 495 0 85 36 0 3 I 312 I 96 47 0 2 I 302 0 103 44 . _o 3 3 244 0 144 38 0 0 I 220 2 144 49 I 5 3 495 2 373 161 0 JO 1 1597 Intersection Traffic m Pk. Hr. -4025 Intersection Pdstms in Pk. Hr. :;: 1 0 347 214 0 0 0 129 0 250 177 0 8 I 166 0 370 262 0 4 1 159 I 268 164 0 3 I 127 0 379 244 0 4 I 132 0 360 236 0 0 I 119 0 401 256 o· I 3 163 0 416: 272 0 4 0 158 0 332. 233 I 3 1 131 0 302 145 0 5 I IOI 0 258 163 0 3 I 115 0 228 Ill 0 I 0 118 I 416 . 272 I 8 . 3 166 0 1556 1008 0 9 5 572 Intersection Traffic m Pk.•Hr. -4567 Intersection Pdstms in Pk. Hr. = • 1 Ri•ht Peds Left U-Tm Thru Ri•ht Peds 16 0 2 0 13 0 0 42. 0 4 0 10 3 0 59 0 4 0 21 8 2 46 0 16 0 13 3 0 53 0 11 0 21 8 0 74 0 9 0 21 3 0 84 0 15 0 22 3 0 88 0 T 0 25 13 0 51 0 11 0 23 p 0 42 0 13 0 19 16 0 36 I 12 0 27 12 0 25 0 25 0 26 14 0 88 I 25, 0 27 16 2 297 0 42 0 91 32 ·o Peak Hr. Factor 0.93 27 0 43 0 81 13 0 19 I 55 0 88 15 I 27 0 55 0 134 16 0 23 0 68 0 114 JO 0 24 0 55 0 127 12 0 22 0 82 0 125 12 I 30 0 82 0 173 14 0 24 0 67 0 130 13 0 19 0 80 0 138. 12 0 31 0 58 0 112 12 I 30 I 54 0 100 12 0 15 0 47 0 84 9 0 31 I 82 0 173 16 I JOO 0 286 0 555 51 I Peale Hr. Factor 0.93 East Annroach IWB) Left U-Tm Thru Rioht 131 0 74 2 152 I 100 I 215 0 104 I 232 2 130 0 256 0 95 2 254 0 117 2 254 0 112 4 214 0 93 I 248 0 97 I 219 I 89 2 149 0 66 3 134 0 78 2 256 2 130 4 970 0 419 8 56 2 37 2 60 0 42 3 31 0 36 4· 61 I 35 4 59 I 39 I 62 0 37 2 57 0 29 0 42 2 42 5 46 2 28 5 46 I 38 4 36 1 28 7 36 I 36 3 62 2 42 7 220 3 147 8 Page I of3 15 min Total Peds Vehicles Peds 0 422 0 0 610 I 2 859 4 0 866 0 0 832 0 0 .1)72 0 0 1086 0, 0 1082 0 I 885 I 0 854 0 0 718 I 0 719 0 2 1086 4 I 4025 I 0 963 o· 0 892 2 I 1112 I 0 895 0 0 1087 0 0 1069 I 0 1222 0 0 1189 . 0 0 1044 I 0 869 I 0 811 I 0 704 0 I 1222 2 0 4567 I I '· El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:15 AM to South Appr (NB) 8:15 AM Lane Config- urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow 1 1 Lane Settings 2 Capacity 1800 4000 Are the North/South phases split (YIN)? Are the East/W esf phases split (Y M)? Efficiency Lost Factor 0. 10 Hourly Volume 24 373 Adjusted Hourly Volume 24 373 Utilization Factor 0.01 . 0.09 Critical Factors 0.oJ 1 1800 N N 161 161 0.09 ICU Ratio = 0.68 LOS= Turning Movements at Intersection of : w e s t A' p p r Time: 7:15 AM to 8:15 AM Date : 07 /20/05 Day : Wednesday Name : Jesus, Sergio Sub- To.!!!k..._ totals 903 738 165 0 Subtotals Total 42 91 32 North Annr ISB\ 1 1 1800 11 11 0.oJ B 1 1 1 3 6000 1597 1597 0.27 0.27 1 1800 297 297 0.17 2 3600 42 42 0.oJ El Camino Real North Approach 2329 1905 1 297 1597 11 J t l+ _t ~ t 7 North ~ t. r 24 373 161 2 2601 558 3159 South Approach 2 4000 91 123 0.03 · 0.03 and 0 0 32 0 0.00 Page 2 of3 East Annr /WB) 2 3600 970 970 0.27 0.27 1 1 2 4000 419 427 0.11 0 0 8 0 0.00 Cannon Road El Camino Real 424 L 8 +-419 r 970 0 Total Subtotals Sub- totals 1397 262 Cannon Road Totals 1659 Note : Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 4:30 PM to 5:30PM South Appr (NB) North Annr (SB) WestAnnr ffiB) Page 3 of3 East Annr (WB) Lane Config - orations Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 4 .5 6 7 · I r 1 2 1800 4000 Are ·the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 47 1556 · Adjusted Hourly Volume 47 1556 Utilization Factor 0.03 0.39 Critical Factors ICURatio = 0.88 , , Turning Movements at Intersection of: Time : 4:30 PM to 5:30 PM Date: 07/20/05 Day : Wednesday Name : Jesus, Sergio Sub - To~ totals w e 294 s 1186 0 t 892 A p p r I I 1 1 1 3 2 1800 1800 6000 1800 3600 N N 1008 14 572 100 286 1008 · 14 572 100 286 0.56 0.01 0.10 0.06 0.08 0.56 0.01 LOS= D El Camino Real North Approach 2541 686 5 100 572 14 J t ~ _j 286 t 555 __.. 51 7 North +i t r 47 1556 1008 0 Subtotals 843 2611 Total 3454 South Approach I 1 1 I 2 0 2 2 0 4000 0 3600 4000 0 555 51 223 147 8 606 0 223 155 0 0.15 0.00 0.06 0.04 0.00 0.15 0.06 and Cannon.Road El Camino Real . Total 1855 Subtotals Sub- totals Totals L 8 ~ 147 378 r 223 3 1953 1575 Cannon Road Note: Left-tum volumes include U-turns. U-turns in bold. ) E a s t A p p r CITY OF CARLSBAD TRAFFIC' MONITORING PROGRAM SUMMER 2005 , INTERSECTION ANALYSIS SUMMARY Intersection Number: 8 Intersection Location: EI Camino Real & College Boulevard Contents: Turn Movement Count Summary . (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transporrarion Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City: Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : College Boulevard Count Date : Day : Thursday 07/21/05 Weather: Sunny File : 2005 Int #08 Data Collected by : Jesus, Sergio · Traffic Control : Signalized South Annfoach (NB) North Annroach /SB\ West Annroach "'B\ End of 15 min.prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7:15 AM Peale 8:15AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM • 5:00PM • 5:15PM • 5:30PM • 5:45PM 6:00PM 6:15PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30 PM Peale 5:30PM Hour Left U-Tm Torn Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds 12 7 9 IO 8 17 19 33 22 18 9 IO 33 91 8 11 5 4 IO I 7 7 4 5 0 0 11 25 0 53 3 I 1 41 I 0 0 53 3 0 3 56 I 0 3 85 I 0 2 83 2 0 3 113 2 0 2 104 I 0 6 115 5 0 0 126 7 0 6 121 5 0 4 92 4 0 6 126 7 I 13 415 IO 0 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 4 403 5 0 3 363 9 0 3 418 10 0 4 384 4 0 2 475 3 0 I 420 IO 0 3 486 12 0 I 359 5 0 0 398 13 0 0 277 7 I I 321 8 0 2 243 4 0 4 486 13 I 7 1740 30 0 2 3 I 3 I 5 7 6 6 5 5 5 7 24 9 9 6 10 12 8 9 13 9 9 7 7 13 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -· --3157 3 0 0 0 0 0 0 0 0 o· 0 0 0 0 0 Intersection Traffic in Pk. Hr. = 3425 Intersection Pdstrns in Pk. Hr. = 1 194 252 429 476 363 433 423 423 368 343 293 254 476 1647 188 156 148 158 165 192 122 .183 168 165 163 117 192 662 51 0 13 0 I 1 0 66 0 10 0 I 0 2 109 0 6 0 2 2 0 173 I 13 0 I 4 0 129 0 14 0 0 4 0 166 0 11 0 3 I 0 199 0 . 11 0 I 5 0 238 0 18 0 0 I I 188 2 19 0 0 I 0 147 0 15 0 2 2 0 '106 0 24 0 2 3 0 93 0 26 0 2· 5 0 238 2 26 0 3 5 2 791' 2 59 0 4 8 I Peale Hr. Factor --. 0.94 31 0 128 0 7 ,17 0 54 .0 83 0 26 10 I 36 0 128 0 9 21 1 25 0 98 0 8 18 0 30 0 120 0 6 22 0 55 0 116 0 11 21 0 .28 0 168 0 21 27 0 ·28 0 149 0 8 26 I 32 0 121 0 6 23 0 31 0 '96 0 6 18 0 24 I 97 0 9 9 0 21 0 72 0 II IO 0 55 I 168 0 26 27 I 141 0 553 0 46 96 I Peale Hr. Factor ---0.94 Page 1 of3 East Annroach /WR\ 15 min Total Left U-Tm Torn Right Peds IV ehicles Peds 2 0 7 8 0 347 I 3 0 3 6 0 394 2 5 0 8 4 0 631 0 6 0 3 2 0 751 I 7 0 11 2 0 628 0 6 0 10 9 0 748 0 6 0 ii IO 0 810 0 7 0 4 7 0 844 I IO 0 3 12 0 755 2 5 0 5 6 0 681 0 ·10 0 7 7 0 598 0 6 0 4 6 0 511 0 IO 0 II 12 0 844 2 29 0 28 38 0 3157 3 1 0 2 10 0 813 . 0 0 0 3 17 0 744 · I I 0 5 14 0 804 I 2 0 3 9 0 727 0 2 0 3 14 0 864 0 4 0 6 14 0 859 0 5 0 5 18 0 911 0 3 0 5 4 0 791 I 6 0 0 8 0 788 0 5 0 5 5 I 629 2 14 0 4 IO 0 . 657 I 3 ~o 3 9 I 502 I 6 0 6 18 I 911 2 14 0 19 50 0 3425 I EI Camino Real at College Boulevard Lane Configuration for Intersection Capacity _Utilization Page 2 of3 East Annr (WB\ Pk. Hr. Time Period : 7:15 AM to 8:15AM South Appr (NB) Lane Config • urations Inside (left) Outside Free-flow 1 1 2 I 3 I 4 I 5 6 7 Lane Settings I 3 · Capacity I 800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 104 415 Adjusted Hourly Volume 104 415 Utilization Factor 0.06 0.07 Critical Factors 0.06 I 1800 N N 10 10 0.01 ICU Ratio = 0.61 LOS= Turning Movements at Intersection of: w e s t A p p r Time: 7:15 AM to 8:15 AM Date: 07/21/05 Day : Thursday Name: Jesus, Sergio Sub• To~ totals 981 910 71 0 · Subtotals Total 59 4 8 North Annr (SB\ West Annr ffiB) ,1 • ' I I . I 1 . ' I I 2 0 2 1800 4000 0 3600 24 1647 791 59 24 1647 0 59 0.01 0.41 0.00 0.02 0.41 0.02 B El Camino Real North Approach 2974 2462 0 791 1647 24 J t L. _t _.. t 7 North ~ t r 104 415 JO 13 1697 529 2226 South Approach 1 I 1 2 0 2 2 0 4000 0 3600 4000 0 4 8 29 28 38 12 0 29 66 0 0.00 0.00 O.QI 0.02 0.00 0.02 and College Boulevard El Camino Real 512 L 38 +--28 r 29 Total Subtotals Sub- totals Totals 95 0 133 38 College Boulevard Note : ' Left-tum volumes. include U-tums. U-tums in bold. E a s t A p p r El Camino Re11l at College Boulevard Lane Confi11uration for Intersection Capacity Utilization Page 3 of3 East A nnr !WB) Pk. Hr. Time Period : ' 4:30 PM to 5:30PM South A ppr (NB) Lane Config- urations Inside (left) I I 2 3 4 5 6 Outside 7 Free-flow Lane Settings 1 Capacity 1800 1 1 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 32 1740 Adjusted Hourly Volume 32 1740 Utilization Factor 0.02 0.29 . Critical Factors 0.29 ICU Ratio = 0.58 Tumirig Movem~nts at Intersection of: Time : 4:30 PM to 5:30PM Date: 07/21/05 Day : Thursday Name : Jesus, Sergio Sub- To~ totals w e 185 s 880 0 t 695 A p p r 1 1800 N N 30 30 0.02 LOS= 553 46 96 Subtotals Total North Annr !SB) West Appr (EB) 1 1 2 0 2 2 0 2 2 0 1800 4000 0 3600 4000 0 3600 4000 0 42 662 141 553 46 96 14 19 50 42 662 0 553 142 0 14 69 0 0.02 0.17 0.00 0.15 0.04 0.00 0.00 0.02 0.00 0.02 0.15 0.02 A El Camino Real and College Boulevard North Approach El Camino Real 3188 Total 845 2343 Subtotals 0 141 662 42 Sub~ J + L. totals Totals _j L t 50 --->-+---19 83 7 r 14 0 201 North 118 ~ t r 32 1740 30 College Boulevard 7 779 1802 2581 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 · INTERSECTION ANALYSIS SUMMARY '' Intersection Number: 9 Intersection Location: El Camino Real & Faraday Avenue Contents: Turn Movement Count Summary ' (A.M. and P.M'.) A.M. Peak Hour ICU Analysis and turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transporration Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: Faraday Avenue Count Date : Day : Thursday 07/21/05 Weather: Sunny File : 200Hnt #09 Data Collected by : Caroline, Chris Traffic Control : Signalized South Aooroach /NB\ North Annroach (SB) WestAnnroacbfli'.B) End of15 min.prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. I 5 min. Pk. Hr. Vol. 7:15 AM Peal< 8:15AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM 4:45PM • 5:00 PM • 5:15 PM • 5:30PM • 5:45 PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30 PM Peal< 5:30PM Hour Left 55 ·86 130 138 155 180 201 266 181 211 150 135 266 828 64 67 41 56 45 58 58 34 47 35 17 14 67 195 U-Tm Thru Ri•ht Peds I 52 28 3 0 44 24 0 0 59 37 2 0 67 54 2 0 96 40 0 0 116 38 0 0 126 57 0 I 159 59 0 I 127 44 0 2 126 30 0 0 132 23 I I 108 27 0 2 159 59 3 2 528 198 0 Intersect1on Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 4 349 13 0 5 273 17 2 5 307 21 I I 324 24 0 I 311 29 0 0 375 26 0 Left 39 51 39 78 Al 50 42 53 46 32 23 16 78 191 16 11 22 15 20 21 6 361 20 I · 26 4 287 13 I 32 10 324 10 I 12 5 226 11 3 8 2 249 6 0 11 I 184 16 0 9 10 375 29 3 32 11 1334 88 2 99 U-Tm 2 6 6 11 9 2 5 14 11 9 12 11 14 32 3628 12 6 7 5 5 2 0 I 6 I I I I 7 9 Intersection Traffic m Pk. Hr. -3964 Intersection Pdstrns in Pk. Hr. 8 Thru Right Peds Left U-Tm Thru Right Pods 131 21 0 9 0 9 15 5 172 17 0 4 0 21 14 I 285 23 0 6 0 14 11 2 390 34 2 2 0, 35 21 3 288 21 I 6 0 16 21 I 356 42 0 4 0 32 19 4 285 30 3 19 0 26 20 0 342 53 0 14 0 27 32 0 294 26 0 12 0 39 15 3 247 34 0 15 0 23 21 ·O 293 27 0 6 0 21 20 0 217 28 0 11 0 21 8 0 390 53 3 19 0 39 32 5 1277 151 3 49 0 124 86 7 Peal< Hr. Factor 0.86 102 I I 64 0 9 125 0 163 4 0 37 0 32 116 0 135 I 0 78 0 18 165 7 152 3 0 30 0 21 · 134 4 178-3 0 55 0 38 181 0 180 6 0 45 0 20 180 I 147 6 0 36 0 10 226 0 145 4 0 45 0 29 176 I i82 2 2 44 0 14 207 0 144 I 0 25 0 8 134 I 169 3 0 27 0 6 161 0 120 4 0 . 17 0 9 104 2 182 6 2 78 0 38 226 7 650 19 0 181 0 97 763 2 Peal< Hr. Factor 0.94 East A••roach IWB\ Left U-Tm Thru Ri•ht 11 0 6 I 21 0 4 I 21 0 6 2 17 0 7 3 11 0 5 6 14 0 8 3 10 0 16 3 15 0 11 3 43 0 27 9 59 0 39 16 42 0 12 7 23 0 21 9 . 59 0 39 16 82 0 62 18 59 0 28 -32 59 ·o 37 28 58 0 33 18 65 0 37 33 60 0 33 19 63 0 21 21 IOI 0 29 28 83 0 31 29 72 0 28 21 44 0 18 21 77 0 21 30 38 0 13 31 IOI 0 37 33 307 0 114 97 Page I of3 15 min Total Peds Vehicles Pods 2 380 10 0 465 I 0 639 4 0 857 7 I 715 3 0 864 4 I 840 4 I 1049 I 0 875 3 0 864 0 I 768 2 3 636 3 3 1049 10 2 3628 12 ' 2 872 3 0 856 2 2 907 10 2 900 6 2 975 2 2 1016 3 0 1055 I 0 918 2 I 974 4 0 681 4 1 780 I 0 561 2 2 1055 10 4 3964 8 El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk: Hr. Time Period : · South AEEr (NB) ' 7:15 AM to 8:15 AM Left Thru Right Lane Inside I I Config-(left) 2 I urations ·3 I 4 I 5 I I 6 Outside 7 Free-flow Lane Settings 2 3 0 Capacity 3600 6000 0 Are the North/South phas.es split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 830 528 198 Adjusted Hourly°Volume 830. 726 0 Utilization Factor 0.23 0.12 0.00 Critical Factors 0.23 JCURatio = 0.68 LOS= Turning Movements at Intersectiori of: Time: 7:15 AM to 8:15 AM Date: 07/21/05 Day : Thursday Name : Caroline, Chris Sub- To~ totals w e 1041 s 1300 0 49 t 259 124 86 A p p r Subtotals Total North A ""r ISB\ West A""r ffiB\ East A~nr (WB) Left Thru Right Left I I I I I I I I 2 3 0 2 3600 6000 0 3600 223 1277 151 49 223 1428 0 49 0.06 0.24 0.00 0.01 0.24 B El Camino Real North Approach 2278 1651 32 151 1277 223 J + ~ _j _... t 7 North +i t r 830 528 198 2 1447 1556 3003 South Approach Thru ~ Left Thru ~ I I I I I I I 0 2 1 2 0 0 3800 1800 4000 0 124 86 82 62 18 0 210 82 80 0 0.00 0.06 0.05 0.02 0.00 0.06 0.05 and Faraday Avenue El Camino Real 627 L 18 +-62 r 82 Total Subtotals Sub- totals , Totals 162 0 675 513 Faraday A venue Note : Left-tum volumes include U-tums. U-tums in bold. E a. s t A p p r EI Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 4:30 PM to 5:30PM- Lane Config - urations Inside (left) Outside Free-flow Lane Settings Capacity I .2 3 4 5 6 7 I 1 I 2 3 3600 6000 Are the North/South phases split (Y /N)? Are the East/West phases· split (YIN)? Efficiency Lost Factor . 0.10 Hourly Volume 206 1334 Adjusted Hourly. Volume 206 1422 Utilization Factor 0.06 0.24 Critical Factors 0.24 ICU Ratio = 0.77 Turning ·Movements at Intersection of: Time : 4:30 PM to 5:30PM Date_: 07/21/05 Day : Thursday Name : Caroline, Chris Sub- To.!!!!!..._ totals w e 328 s 1369 0 t 1041 A p p r 0 0 N N 88 0 0.00 LOS= 181 97 763 Subtotals Total North Annr (SB) West Annr (EB) , I 1 1 i 1 2 3 0 2 0 2 1 2 0 · 3600 6000 0 3600 0 3800 1800 4000 0 108 650 19 181 97 763 307. 114 97 108 669 0 181 0 860 307 211 0 0.03 0.11 0.00 0.05 0.00 0.23 0.17 0.05 0.00 0.03 0.23 0.17 C El Camino Real and Faraday Avenue North Approach EI Camino Real 2398 Total 777 1621 Subtotals 9 19 650 108 Sub- J + ~ totals To_tals _t L 97 __.. t +-114 518 7 r 307 0 802 North 284 i t r 206 1334 88 Faraday Avenue 11 1731 1628 3359 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. E a· s t A- p p r ENGINEERING COMPANY Transportation Division '" 24-Hour Volume Plot El Camino Real I,.~- • l ' ' ·,' ~etween Arenal Road and Costa Del Mar Road r Tuesday, July ~6, 2005 26- Endnme , :rue -El Camiho Real Between Arenal Road and Cost~ Del Mar Road 01:00 191 , 02:00 95 4500 03:00 69 4250 " . cc 04:00 84 05:00 175 4000 3750 N -., <O "' "' 06:00 618 07:00' 1918 08:00 3119 09:00 3095 10:00 2681 11:00 25b3 12:00 , 2746 13:00 2939 3500 3250 3000 "' " 2750 u :c 2500 -~ 2250 0 .. 2000 1750 cc "" "' gJ "' "' :;: ' ;;; 0 N "' "' .., .., 0 cc "' .... '~ .., . .; ;:: N ., ' N cc .., N ~"' 0 "' f1' 0 ' .., ., '" ;,;; -"' .. "' 14:00 2872 1500 -... 0 15:00 2869. 1250 N -16:00 3226 17:00 3611 18:00 3826 19:00 3041 20:00 2130 1000 750 500 ~50 0 ., ... cc <O <q ~ -"' ... "' .... u -"' "' ;;i; -■ -~ cc -• ...,. ...,. ...,. ..... ...,. ...,._ ...,. 21:00 1545 22:00 1204 0 0 0 0 0 0 0 ~ " '9. 9. " ~ 9. " m m ~ ::: t! ;,: 0 0 § N 23:00 . 664 Ti"1~ 24:00 4<7 I Total I 45648 I * -Volumes represent combined totals. of both directions. I I "I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM · SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 10 Intersection Location: El Camino Real & Palomar Airport Road Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 ,. RICI< ENGINEERING COMPANY Transportacion Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real Count Date: 08/04/05 End ofl5 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15AM • 8:30AM 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7:15 AM Peale 8:15 AM Hour· 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM • 5:00PM • 5:15 PM • 5:30PM • 5:45 PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.30 PM Peale 5:30PM Hour E/W Street : Palomar Airport Road Day : Thursday . Weather: Sunny South Annroach INBl Leff U-Tm Thru Ri•ht Peds 7 ·2 6 5 7 15 15 17 7 7 22 22 22 54 41 17 24 37 21 20 32 20 17 30 45 35 45 93 0 24 23 0 I 42 32 0 0 46 76 0 0 69 72 0 0 89 76 0 0 99 75 0 I 143 94 0 0 152 112 0 I 130 104 0 I 135 90 0 0 134 85 0 0 111 60 0 I 152 112 0 2 524 385 0 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 202 110 0 0 210 121 0 0 175 129 0 0 181 129 0 0 173 121 0 I 186 117 0 0 229 181 0 0 196 125 0 0 192 145 0 0 130 96 0 I 178 107 0 0 144 93 0 I 229 181 0 I 784 544 0 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. Left 54 47 130 136 95 106 93 164 118 148 94 89 164 481 211 164 182 201 188 207 244 206 218 208 150 147 244 845 Page I of3 File : 2005 Int # I 0 Data Collected by : Caroline, David, Jesus, Sergio Traffic Control : Signalized North A nnroach IS Bl U-Tm 0 0 0 I 0 0 0 0 3 2 0 3 3 3 6052 6 I I 0 0 0 0 0 0 0 2 l 0 2 0 6792 4 Thru 71 122 188 162 192 180 202 146 175 183 153 117 202 703 141 156 134 157 143 159 224 231 238 161 128 121 238 757 Ri•ht Peds Left 27 I 11 34 3 15 41 2 19 58 0 18 66 0 21 59 I 24 60 0 21 63 4 27 60 0 40 50 I 26 57 0 18 '44 0 21 66 4 40 242 5 112 Peale Hr. Factor. 44 · 2 64 35 2 54 43 I 82 32 I 40 36 3 71 28 0 71 34 I 72 38 0 75 31 5 · 44 27 I 47 27 I 51 18 o· 34 44 5 82 ·136 4 289 Peale Hr. Factor WestAnnroach/EB) U-Tm Thru Riehl Peds 0 61 11 3 0 89 22 2 0 130 24 0 I 136 27 0 0 134 37 0 0 . 109 18 0 5 212 29 0 0 . 258 31 0 0 143 27 6 0 160 29 0 0 168 21 0 I 133 29 0 5 258 37 3 5 722 105 0 0.89 0 236 23 0 I 254 21 0 0 362 36 I 0 280 20 0 I 333 14 0 0 343 22 0 2 321 17 0 I 357 18 0 3 275 14 0 I 298 28 0 3 287 19 0 I 250 11 0 3 362 36 I .4 1354 71 0 0.90 East Annroach (WB) 15 min Total Left U-Tm Thru Riehl Peds Vehicles Peds 90 0 190 104 I 673 5 122 0 243 130 0 901 5 .128 0 266 127 0 1181 2 117 I 255 186 0 1244 0 137 0 295 . 261 0 1410 0 134 0 315· 241 0 1375 I 139 0 272 273 0 1559 0 113 0 320 292 I 1695 5 118 0 262 235 0 1423 0 99 0 249 193 I 1372 2 89 I 210 181 0 1233 0 98 0 222 166 I 1116 I . . 139 I 320 292 I -1695 5 504 0 1169 1041 I 6052 6 90 0 225 161 2 1549 4 69 0 153 123 2 1379 4 99 0 220 172 0 1658 2 83 0 128 123 0 1411 I 111 0 217 169 0 1598 3 91 0 188 144 0 1577 0 115 0 230 184 0 1885. I 102 0 210 153 0 1732 0 98 0 197 122 0 1594 5 78 0 185 107 0 1398 I 75 0 154 78 0 1304 I 63 0 138 91 2 1146 2 115 0 230 184 2 1885 5 419 0 845 650 0 6792 4 \ -- El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacif,}' Utilization Page2of3 Pk. Hr. Time Period : South AEEr <NB} North A r SB WestA r B East A r 7:15AM. to 8:15AM Left Thru Right Left Thru Right Left Thru Right Left Thru . Right Lane Inside 1 ,. 1 Config -(left) 2 urations 3 1 4 1 1 .5 I I 1 6 1 1 . Outside 7 1 Free-flow Lane Settings 1 3· 2 2 3 1 2 3 0 2 3 2 Capacity 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 56 524 385 484 703 242 117 722 105 504 1169 1041 Adjusted Hourly Volume· 56 524 385 484 703 242 117 827 .o 504 1169 1041 Utilization Factor 0.03 0.09 0.11 0.13 0.12 0.13 0.03 0.14 0.00 0.14 0.19 0.29 Critical Factors 0.11 -0.13 0,03 0.29 ICU Ratio = 0.66 LOS= B Turning Movements at Intersection of: El Camino Real and Palomar Airport Road Time: 7:15 AM to 8:15 AM North Approach Date : 08/04/05 Day : Thursday Name: Caroline, David, Jesus, Sergio 1429 Sub·-242 703 To~ totals J w t e 1470 ~ s 2414 5 117 t 944 722 ~ 105 7 A t North p p i r t 56 524 2 Subtotals 1314 965 Total 2279 South Approach 3109 3 484 ~ r 385 El Camino Real 1680 L 1041 +---1169 r 504 0 Total Subtotals Sub- totals 2714 1588 Totals 4302 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB\ Pk. Hr. Time Period : South Appr (NB) 4:30 PM to 5:30PM Lane Config- urations Inside (left) I 2 3 4 _5 6 Outside 7 Free-flow Lane Settings · I 3 Capacity 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0. I 0 Hourly Volume 94 :Adjusted Hourly Volume 94 Utilization Factor · 0.05 Critical Factors ICU Ratio = 0.82 784 784 0.13 · 0.13 1 I 2 3600 N N 544 125 0.03 LOS= North Annr (SB) . I 1 1 1 2 3 1 3600 6000 1800 845 757 136 845 757 136 0.23 0.13 0.08 0.23 D West Annr /RB) I I I 1 1 1 2 3 0 2 3 2 3600 6000 0 3600 6000 3600 293 1354 71 419 845 650 293 1425 0 419 845 650 0.08 0.24 0.00 0.12 0.14 0.18 0.24 0.12 Turning Movements at Intersection of: EI Camino Real and Palomar Airport Road Time : 4:30 PM · to 5:30 PM North Approach Date: 08/04/05 Day : Thursday Name : Caroline, .David, Jesus, Sergio 1738 Sub-136 757 To.!!!k..._ totals J + w e 1078 ~ s 2796 4 293 t 1718 1354 _.. t 71 7 A North p p +i t r 94 784 1 Subtotals 1248 1422 Total 2670 South Approach 3461 0 845 ~ r 544 El Camino Real 1723 L 650 ~ 845 r 419 Total Subtotals Sub - totals Totals 1914 0 4657 2743 Palomar Airport Road Note : Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 11 Intersection Location: El Camino Real & Town Garden Road Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram · ' . 1 I P.M. Peak Hour ICU Analysis and Tum Movement Diagram Page 1 Page2 Page3 '" RICK. ENGINEERING COMPANY Transportation Division p RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: Town Garden Road Count Date: 08/04/05 Day : Thursday Weather: · Sunny File: 2005 Int #11 Data Collected by : Marie, Tom Traffic Control : Signalized South Annroach /NB) North Annroach (SB) West Annroach rli'.B) End ofl5 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left 4 9 4 16 7 15 19 35 27 21 19 25 35 102 1 1 2 0 I I I 2 1 3 1 4 4 5 U-Tm Thru Rieht Peds Left U-Tm 1 63 6 0 2 1 0 58 15 0 22 2 0 125 36 I 35 0 I 164 38 0 28 I 0 149 19 0 24 I 0 210 12 0 3 3 0 244 8 0 10 2 I 302 5 0 8 I 0 238 6 0 3 3 0 244 6 0 8 4 0 239 3 0 2· 3 0 203 10 0 4 4· I 302 38 I 35 4 I 1028 25 0 29 10 .. Intersec!Ion Traffic m Pk. Hr. -2279 Intersection Pdstrns 'in Pk. Hr. 2 I 334 2 0 7 10 0 294 3 0 6 23 0 279 4 o· 3 21 0 320 2 0 6 17 1 269 I 0 5 27 0 305 6 0 7 22 0 391 2 0 11 39 I 284 2 0 10 18 0 284 2 0 I 8 0 246 2 0 3 32 0 292 I 0 7 33 I 221 0 0 5 18 1 391 6 0 11 39 1 1264 12 .o 29 87 Intersection Traffic m Pk. Hr. -2964 Intersection Pdstrns in Pk. Hr. 2 Thru Riehl Peds Left U-Tm Tom Riaht Peds 88 12 0 1 0 0 0 0 140 11 0 2 0 0 1 0 268 10 0 6 0 0 1 0 253 20 0 0 0 0 1 0 250 12 0 0 0 0 0 0 282 11 0 0 0 0 0 0 202 · 15 0 5 0 0 0 0 242. 22 0 5 0 0 0 I 229 14 0 6 0 0 0 0 270 10 I 4 0 0 0 0 222 6 0 4 0 0 1 0 134 3 0 2 0 0 0 0 282 22 1 6 0 0 I I . 943 61 1 20 0 0 0 I Peak Hr. Factor 0.89 205 2 0 10 0 0 3 0 212 .I 0 16 0 9 4 ;o 252 4 0 10 0 0 5 I 261 0 0 18 0 0 4 0 244 3 0 25 0 1 8 0 331 2 I 48 0 8 12 o· 373 4 0 14 0 0 7 0 315 8 0 23 0 0 4 0 349 5 0 7 0 0 12 0 265 I 0 11 0 2 6 0 243 2 0 9 0 I 8 0 154 9 0 11 0 12 5 0 373 9 I 48 0 12 12 1 1368 19 I 92 0 8 35 0 Peak Hr. Factor 0.87 East Annroach IWB) Left U-Tm Tom Riaht I 0. 0 2 I 0 0 1 6 0 0 4 2 0 0 5 5 0 0 3 8 ·O 0 7 6 0 0 8 6 0 0 10 4 0 I 8 8 0 0 9 9 0 0 6 4 0 0 7 9 0 I 10 24 0 I 35 27 0 I 29 11 0 0 10 11 0 0 21 4 0 1 16 5 0 0 9 7 0 0 5 7 0 0 6 3 0 I 11 2 0 0 2 7 0 0 6 4 0 0 10 4 0 0 9 27 0 I 29 19 0 I 24 Page I of3 15 min Total Peds !Vehicles Peds 0 181 0 0 262 0 0 495 1 0 529 0 0 470 0 0 551 0 0 519 0 0 637 1 0 539 0 0 584 1 0 514 0 I 396 1 - 1 637 I ·O 2279 2 0 632 0 0 590 0 0 612 1 0 649 0 0 599 0 0 754 1 I 855 I 0 682 0 0 673 0 0 584 0 0 611 0 0 453 0 I 855 I 1 2964 2 El Camino Real at Town Garden Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr (WB\ Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity I 1800 I I I 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 103 1028 Adjusted Hourly Volume 103 1053 Utilization Factor 0.06 0.18 Critical Factors 0.06 ICU Ratio = 0.35 Turning Movements at Intersection of: Time : 7:30 AM to 8:30 AM Date: 08/04/05 Day : Thursday Name : Marie, Tom Sub- To~ totals w e 164 s 184 0 t 20 A p p r 0 0 N ·y 25 0 0.00 LOS= 20 0 0 Subtotals Total North Annr (SB) West A nnr rRB) 1 1 1 1 3 0 1 1 I 1 0 1800 6000 1800 0 2000 1800 1800 2000 0 39 943 61 20 0 0 24 1 35 39 943 61 0 20 0 24 36 0 0.02 0.16 0.03 0.00 0.01 0.00 0.01 0.02 0.00 0.16 0.01 0.02 A El Camino Real and Town Garden Road North Approach El Camino Real 2136 Total 1043 1093 Subtotals 10 61 943 39 Sub- J t ~ totals Totals __t L 35 ~ t -+----1 60 7 r 24 0 114 North 54 i t r 103 1028 25 Town Garden Road 1 968 1156 2124 South Approach Note: Left-tum volumes include U-turns. U-tums in bold. E a s t A p p r ' El Camino ;Real at Town Garden Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr fWB) Pk. Hr. Time Period : 4:45 PM to 5:45PM South Appr (NB) Lane Config - urations Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 4 5 ·6 7 I I 3 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 6 1264 Adjusted Hourly Volume 6 1276 Utilization Factor 0.00 0.21 Critical Factors 0.21 · ICURatio = 0.43 , Turning Movements at Intersection of: Time : 4:45 PM to 5:45 PM Date: 08/04/05 Day : Thursday Name : Marie, Tom Sub - To~ totals w e 25 s 160 0 t 135 A p p r 0 0 N y 12 0 0.00 LOS= 92 8 35 Subtotals Total · North Annr (SB) West Annr /PB) .. I , I 3 0 1800 6000 1800 0 I 16 1368 19 92 116 1368 19 0 0.06 0.23 0.01 0.00 0.06 A El Camino Real North Approach 2970 1503 87 19 1368 116 J + ~ _t ____.. t 7 North · i t r 6 1264 12 1 1423 1282 2705 South Approach 1 I I I I 0 2000 1800 1800 2000 0 8 35 19 I 24 100 35 19 25 0 0.05 0.02 0.01 O.oJ· 0.00 0.05 0.01 and Town Garden Road El Camino Real 1467 L 24 ~ I r 19 0 Total Subtotals Sub- totals 44 49 Town Garden Road Totals 93 Note : Left-tum volumes include U-turns. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 12 Intersection Location: El Camino Real & Camino Vida Roble Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Camino Vida Roble Count Date: 08/04/05 Day : Thursday Weather: Sunny File : 2005 Int# 12 Data Collected by : Jessica, Michelle Traffic Conti-al : Sigoalized . South Annroach fNR) North Annroach /SB) West Annroach IF.Bl End of15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max.15 min. Pk. Hr. Vol. 7:30 AM Peale 8:30AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM • 5:15PM • 5:30PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max; 15 min. Pk. Hr. Vol. 4.45PM Peak 5:45PM Hour Left 10 14 25 59 57 73 51 112 50 44 70 36 112 257 31 37 23 25 25 27 35 18 24 25 18 20 37 i04 U-Tm Thro Ri~ht Peds Left U-Tm Thro 0 75 0 0 0 0 0 79 9 0 0 0 3 160 0 0 0 0 9 180 0 0 0 0 0 165 0 0 0 0 2 220 0 0 0 0 9 281 0 0 0 0 2 322 3 0 0 0 0 290 0 0 0 0 0 281 I 0 0 0 7 255 2 0 0 0 7 244 0 0 0 0 9 322 9 0 0 0 11 1174 4 0 0 0 . Intersection Traffic m Pk. Hr. -2524 Intersection Pdstms in Pk. Hr. 0 4 265 2 0 0 251 4 0 1 245 0 0 0 . 241 0 0 0 249 0 0 0 266 1 .0 0 254 0 0 0 282 0 0 0 241 0 0 0 233 0 0 0 267 0 0 0 211 0 0 4 282 4 0 0 1043 I 0 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3285 11 110 169 237 204 255 224 232 180 210 240 181 135 255 862 266 217 314 230 303 269 361 351 357 319 274 207 361 1338 Ri~ht Peds Left U-Tm Thro Right Peds Left 12 0 2 0 0 4 0 0 36 0 2. 0 0 3 0 0 33. 0 4 0 0 2 0 0 49 0 3 0 0 4 0 0 43 0 7 0 0 11 0 0 53 0 I 0 0 13 1 0 38 0 0 0 0 8 0 0 62 0 5 0 0 12 0 0 39 0 0 0 0 II 0 0 25 0 3 0 0 13 0 0 23 0 3 0 0 13 0 0 27 0 6 0 0 18 0 0 62 0 7 0 0 18 1 0 164· 0 8 0 0 44 0 0 Peak Hr. Factor 0.90 8 0 45 0 0 44· 0 0 16 0 26 0 0 78 0 0 7 0 36 0 0 121 0 0 12 0 .35 0 0 107 0 0 15 0 57 0 0 106 0 0 16 5 47 0 0 126 0 0 10 0 93 0 0 173 0 0 15 0 39 0 0 132 1 0 13 0 47 0 0 88 0 0 16 0 30 0 0 94 0 0 12 0 23 0 0 79 0 0 10 0 15 0 0 53 0 0 16 5 93 0 0 173 1 0 54 5 226 0 0 519 1 0 Peale Hr. Factor 0.89 East Annroacb (WB) U-Tm Thro Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page I of3 15 min Total Peds Vehicles Peds 0 213 0 0 312 0 ·o 464 0 0 508 0 0 538 0 0 586 1 0 619 -0 0 -498 0 600 0 0 607 0 0 554 0 0 473 0 0 698 1 0 2524 0 0 665 0 0 629 0 0 747 0 0 650 0 0 755 0 5 752 10 0 926 0 0 837 1 0 770 0 0 717 0 0 673 0 0 516 0 5 926 10 5 . 3285 II El Camino Real at Camino Vida Roble Lane Configuration for Intersection Capacity Utilization . . ' Pk. Hr. Time Period : South AQQr (NB) North Annr (SB) West Annr (EB) 7:30AM · to· 8:30AM ~ Thru Right Left Thru Right Left Thru Right Lane Inside I I I Config-(left) 2 I I I urations 3 I I I I 4 I I 5 I I 6 Outside 7 Free-flow Lane Settings 2 2 0 0 3 0 1.5 0 1.5 Capacity 3600 4000 0 0 6000 0 2700 0 2700 Are the North/South phases split (YIN)? N Are the East/West phases split Cf IN)? N Efficiency Lost Factor 0.10 Hourly Volume 268 1174 4 0 862 164 8 0 44 Adjusted Hourly Volume· 268 1178 4 0 1026 0 8 0 44 Utilization Factor 0.07 0.29 0.00 0.00 0.17 0.00 0.00 0.00 0.02 Critical Factors 0.29 0.00 0.02 ICU Ratio = 0.41 LOS= A Page2 of3 East Annr (WB) Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 Turning Movements at Intersection Or: El Camino Real and Camino Vida Roble Time: 7:30 AM to 8:30AM North Approach El Camino Real Date: 08/04/05 Day : Thursday 2208 Total Name : Jessica, Michelle 1026 1182 Subtotals 0 Sub-164 862 0 Sub- To..!!!k..._ totals J + ~ totals Totals w e 421 _t L s 473 0 8 t 0 t 52 0 _., ._ 0 0 44 7 r 0 0 4 A North p 4 p i t r r 268 1174 4 Camino Vida Roble 11 Subtotals 917 1446 Total 2363 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. E a s A p p r El Camino Real at Camino Vida Roble Lane Configuration for Intersection Capacity Utilization Page3 of3 East Annr /WB) ': Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config- urations Inside (left) I I 2 1 3 4 5 6 ' Outside 7 Free-flow Lane Settings 2 Capacity 3600 2 4000 Are the Nortli/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 104 1043 Adjusted Hourly Volume 104 1044 Utilization Factor 0.03 0.26 Critical Factors 0.26 ICU Ratio = 0.55 Turning Movements· at Intersection of: . Time : 4:45 PM to 5:45PM Date: 08/04/05 Day : Thursday 0 0 N N 1 0 0.00 LOS= Name : Jessica, Michelle Sub- To~ totals w e 158 s· 903 0 226 t 745 0 519 A p p r Subtotals Total North Annr /SB) West Annr /EB) 1 1 0 3 O· 1.5 0 6000 0 2700 0 1338 54 226 0 1392 0 226 0.00 0.23 0.00 0.08 0.00 A El Camino Real North Approach 2661 1392 0 54 1338 0 J + ~ _j ---+ t 7 North i t r 104 1043 1 0 1857 1148 3005 South Approach 0 0 0 0 ·o.oo and 1 1 1.5 2700 519 519 0.19 0.19 0 0 0 0 0 0 0 0 0.00 0.00 0.00 Camino Vida Roble 0 0 0 0 0.00 El Camino Real 1269 L 0 +-0 r 0 Total Subtotals Sub- totals Totals 0 0 1 Camino Vida Roble Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 13 Intersection Location: El Camino Real & Cassia Road Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diag_ram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURN~~~ MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Cassia Road Count Date: 08/04/05 Day : Thursday Weather: Sunny File: 2005Int#l3' Data Collected by : Raul, Chin Traffic Control-: Signalized .· South Annroach /Nll\ North Annroach (SB) West Annroach /RB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM • 9:00AM Max. 15min. Pk. Hr. Vol. 7.45 AM Peak 8:45AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 2 I 5 6 19 7 II IO 4 6 2 0 19 22 15 13 22 17 19 25 22 26 25 24 23 21 26 98 U-Trn Thru Rioht Peds Left U-Trn Thru 0 70 0 0 0 o· 100 0 73 0 0 0 0 161 0 152 0 0 0 0 252 0 201 0 0 0 0 236 0 179 0 0 0 I 245 0 247 0 0 0 2 251 0 302 0 I 0 I 233 0 357 0 0 0 3 183 0 275 0 0 0 0 243 0 267 0 0 I 0 259 0 333 0 0 0 I 246 0 287 0 0 0 0 176 0 357 0 I I 3 259 0 1232 0 0 I 4 931 Intersection Traffic Ill Pk. Hr. -2586 Intersection Pdstrns in Pk. Hr. 0 I 268 0 0 0 0 270 0 253 0 0 0 0 339 0 246 0 0 0 0 396 I 272 0 0 0 I 363 I 224 0 0 0 0 369 0 270 0 0 0 0 352 I 259 ,0 0 0 0 483 0 . 239 0 0 0 I 449 I 248 0 0 0 0 424 I 182 0 0 0 3 339 I 261 0 0 0 0 347 0 198 0 0 0 0 241 I 272 0 0 0 3 483 2 1016 0 0 0 I 1708 Intersection Traffic m Pk. Hr. -3225 Intersection Pdstrns in Pk. Hr. 0 Riehl Peds . Left U-Trn Thru Ri•ht Peds 6 I 15 0 0 9 I 14 I 19 0 0 20. 0 17 0 42 0 0 9 0 13 0 49 0 0 18 0 15 0 . 43 0 0 24 0 14 0 57 0 0 26 0 I I 0 49 0 0 25 0 12 0 81 0 0 23 0 15 0 65 0 0 22 0 13 0 60· 0 0 15 0 19 0 3 0 0 68 0 15 I 0, 0 0 51 0 19 I 81 0 'O 68 I 59 0 209 0 0 128 0 Peak Hr. Factor 0.96 26 0 32 0 0 17 0 22 0 24 0 0 24 0 34 0 20 0 0 20 0 24 I 23 0 0 18 0 36 0 20 0 0 31 0 39 0 24 0 0 16 0 52 0 33 0 0 32 0 33 0 31 .0 0 32 0 51 0 28 0 0 29 0 50 I 31 0 0 35 0 .49 0 22 0 0 19 0 22 0 14 0 0 22 0 52 I 33 0 0 35 0 175 0 116 0 0 109 0 Peak Hr. Factor 0.91 East Annroach (WB) Left U-Trn Thru Ri•ht 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ·o 0 0 0 0 0 0 Page I of3 15 min· Total Peds Vehicles Peds 0 202 2 0 288 I 0 477 0 0 523 0 0 526 0 0 604 0 0 632 I 0 669 0- 0 624 0 0 621 0 0 672 0 0 529 I 0 672 2 0 2586 0 0 629 0 0. 675 0 0 738 0 0 719 I 0 700 0 0 726 0 0 882 0 0 811 0 0 806 0 0 665 I 0 722 0 0 518 0 0 882 I 0 3225 0 NOTE: Eastbound right-turns are uncharacteriscally high from 8:30 AM• 9:00 AM due to closure of eastbound left turn movement at El Camino Real/Cassia Road. El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : South Aeer (NB) North Annr /SB) WestAnnrmB) East A nnr /WB) 7:45AM to 8:45AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 I ' 1 I urations 3 I 1 4 I 1 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 3 0 1 0 I 0 0 0 Capacity 1800 4000 0 1800 6000 0 1800 0 1800 0 0 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 22 1232 0 5 931 59 209 0 128 0 0 0 Adjusted Hourly Volume 22 1232 · 0 5 990 0 209 0 128 0 0 0 Utilization Factor O.QI 0.31 0.00 0.00 0.17 0.00 0.12 0.00 0.07 0.00 0.00 0.00 Critical Factors 0.31 0.00 0.12 0.00 0.00 ICU Ratio = 0.53 LOS= A ,, Turning Movements at Intersection of : El Camino Real and Cassia Road Time : 7:45 AM to 8:45 AM North Approach El Camino Real Date: 08/04/05 Day : Thursday 2440 Total Name : Raul, Chin 995 1445 Subtotals 4 Sub-59 931 5 Sub- To~ totals J + L. totals Totals w e 81 _j L s 418 0 209 t 0 t 337 0 ~ ~ 0 0 128 7 r 0 0 A North p t p i r r 22 1232 0 Cassia Road 0 Subtotals 1059 1254 Total 2313 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r NOTE: Eastbound right-turns are uncharacteriscally high from 8:30 AM-9:00 AM due to closure of eastbound left tum movement at El Camino · Real/Cassia Road. El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 4:45 PM to 5:45PM South Appr-(NB) Lane Config- urations Inside I (left) · 2 3 4 5 6 . Outside 7 ·Free-flow Lane Settings 1 2 Capacity 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 100 Adjusted Hourly Volume 100 Utilization Factor 0.06 Critical Factors. 0.06 · ICU Ratio = 0.53 1016 1016 0.25 . Turning Movements at Intersection of: 0 0 N N 0 0 0.00 LOS= North Annr (SB) I 1 1800 0.00 A 1 1 3 6000 1708 1883 0.31 0.31 0 1 0 1800 175 116 0 116 0.00 0.06 0.06 El Camino Real 0 0 0 0 0.00 and 1 I 1800 109 109 0.06 Page 3 of3 East AnnrfWBl 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 Cassia Road Time : 4:45 PM to 5:45 PM North Approach El Camino Real w e s t A p p r Date : 08/04/05 Day : Thursday Name : Raul, Chin Sub - Totals totals -.--- 498 273 225 0 Subtotals Total 116 0 109 1884 175 1708 J + _t _____. t 7 North i t 100 1016 2 1819 1116 2935 South Approach 3017 1133 1 I ~ L 0. ~ 0 r 0 r 0 0 Total Subtotals Sub - totals ·O Totals 0 E a s t A 0 ·P Cassia Road Note : Left-tum volumes include U-turns. U-turns in bold. p r NOTE: Eastbound right-turns are uncharacteriscally high from 8:30 AM -9:00 AM due to closure of eastbound left tum movement at El Camino Real/Cassia Road. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 14 Intersection Location: El Camino Real & Dove Lane Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 ,. RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : .El Camino Real E/W Street : Dove Lane Count Date: 07/28/05 Day : Thursday Weather: Sunny File : 2005 Int # 14 Data Collected by: Jessica, Michelle Traffic Control : Signalized South Aaaroach (NB) North Annroach (SB) West Annroach lli'.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.15 AM Peak 8:15 AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM • 5:15PM • 5:30PM • 5:45PM • 6:00PM 6:15PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45PM Peak 5:45PM Hour Left 3 I 0 2 I 4 7 2 5 13 4 26 26 18 34 22 25 25 19 29 22 17 20 23 21 21 34 88 U-Trn Thru Rioht Peds Left U-Trn 0 70 I 0 6 0 0 91 4 0 2 0 0 138 4 I 3 I I 211 3 0 2 0 0 173 2 0 8 I 0 254 4 0 4 0 2 266 4 0 IO 0 0 286 I I 4 O· 3 234 2 0 7 0 I 197. 2 0 4 0 0 220 4 0 9 I 4 208 4 0 12 0 4 286 4 I 12 I 5 1040 11 I 25 0 Intersection Traffic m Pk. Hr. -2260 Intersection Pdstrns in Pk. Hr. 5 2 229 3 I 12 2 6 200 11. 0 i5. 2 5 212 5 0 14 2 2 218 7 0 14 6 2 221 13 0 16 2 3 214 9 3 14 3 4 222 IO 0 17 2 3 245 12 0 11 5 7 200 5 0 14 3 5 234 8 b 17 2 4 203 13 0 12 6 3 183' 5 0 15 3 7. 245 13 3 17 6 17 881 36 3 56 13 Intersecl!on Traffic m Pk. Hr. 3152 Intersection Pdstrns in Pk. Hr. 12 Thru Rioht Peds Left U-Tm Thru Ri•ht Peds Left · 93 4 0 0 0 0 0 0 IO 174 8 0 6 0 I 0 3 2 201 IO 0 3 0 0 0 0 5 230 13 0 13 0 I I . 0 7 184 5 0 IO 0 0 I 0 9 239 26 I 6 0 0 2 0 15 227 27 0 13 0 0 I 0 19 205 22 0 8 0 0 5 0 7 219 19 I 14 0 4 9· I 16 193 16 0 9 0 2 14 ·o 14 208 19 0 IO .0 3 6 0 17 200. 24 0 12 0 4 10 I 9 239 27 I 14 0 4 14 3 19 890 94. 2 41 0 4 17 I 57 Peak Hr. Factor 0.94 222 17 0 27 0 5 33 0 17 235 33 0 29 0 6 29 0 11 332 31 0 22 0 2 26 0 16 271 32 0 29 0 3 22 0 13 300 27 0 30 0 11 27 0 9 356 57 I 25 0 2 14 0 29 389 37 I 50 0 5 44 0 24 404 39 0 27 0 I 25 0 10 325 30 0 37 0 4 17 2 36 281 23 0 20 0 6 21 0 18 245 26 0 32 0 6 27 0 17 218 35 0 23 0 5. 16 0 11 404 57 . I 50 0 11 44 2 36 1474 163 2 139 0 12 100 2 99 Peak Hr. Factor 0.92 East Annroach IWB\ U-Tm Thru Ri•ht 0 0 8 0 I 8 0 I 6 0 I 12 0 8 15 0 I IO 0 I 23 0 5 8 0 2 8 0 I 7 0 2 17 0 I 8 0 8 23. 0 9 49 0 I 5 0 IO 9 0 5 13 0 3 6 0 9 5 0 8 15 0 9 17 0 2 12 0 4 7 0 2 11 0 7 11 0 8 11 0 IO 17 0 23 51 Page I of3 15 min Total Peds Vehicles Peds 0 195 0 0 298 3 0 372 I 0 497 0 0 417 0 0 565 I 0 600 -0 I 553 2 0 542 2 0 473 0 0 520 0 0 522 I I 600 3 I 2260 5 4 609 5 0 618 0 0 710 0 0 651 0 0 691 0 3 778 7 0 852 I I 813 I I 709 3 0 671 0 0 630 0 0 557 0 4 852 7 5 3152 12 EI Camino Real at Dove Lane Lane Configuration for Intersection Capacity Utilization , Pk. Hr. Time Period : '7:15 AM to South Appr (NB) North Annr (SB) West Annr /FB) Page2 of3 East Annr (WB) 8:15 AM Lane Config- urations Inside 1 (left) · 2 3 4 5 6 Outside 7 Free-flow 1 1 1 I Lane Settings I 3 Capacity 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume . 23 I 040 Adjusted Hourly Volume 23 1051 Utilization Factor 0.01 0.18 Critical Factors 0.18 0 0 N N II 0 0.00 ICU Ratio = 0.34 LOS= . fuming Movements at Intersection of : w e s t A p p r Time: 7:15 AM to 8:15 AM Date: 07/28/05 Day : Thursday Name-: Jessica,Michelle Sub - To~ totals 183 121 62 0 Subtotals Total 41 4 17 ' I I 1800 25 25 0.01 0.01 A I I I 3 6000 890 984 0.16 I 0 I 0 1800 94 41 0 41 0.00 0.02 · 0.02 EI Camino Real North Approach. 2139 1009 0 94 890 25 J t ~ _j ---->-t 7 North i t r 23 1040 II 5 969 1074 2043 South Approach I I 1 0 I I 0 2000 0 1800 2000 0 4 17 57 9 49 21 0 57 58 0 0.01 0.00 0.03 0.03 0.00 O.Q3 and Dove Lane El Camino Real 1130 L 49 ◄ 9 r 57 0 Total Subtotals Sub- .totals 115 40 Dove Lane Totals 155 Note : Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r .El Camino Real at Dove.Lane Lane Configuration for Interse_ction Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config, urations Inside 1 (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings 1 3 Capacity 1800 .6000 Are the North/South phases split (YIN)? · Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 105 881 Adjusted Hourly Volume 105 9i7 Utilization Factor 0.06 0.15 Critical Factors . 0.06 ICU Ratio = 0.55 Turning Movements at Intersection of : Time : 4:45 PM to 5:45 PM Date: 07/28/05 Day : Thursday 1 0 0 N N 36 0 . 0.00 LOS= Name : Jessica, Michelle Sub- To..!!!!!__ totals w e 274 s 525 0 139 t 251 12 100 A p p r Subtotals Total North Annr (SB) West Appr (EB) I 1 3 0 1800 6000 0 1800 69 1474 163 139 69 1637 0 139 0.04 0.27 0.00 0.08 0.27 0.08 A El Camino Real North Approach 2790 1706 13 163 1474 69 J + ~ _j ----+ t 7 North +i t r 105 881 36 17 1690 1022 2712 South Approach 1 1 0 0 2000 0 1800 2000 0 12 100 99 23 51 112 0 99. 74 0 0.06 0.00 0.06 0.04 0.00 0.04 and Dove Lane El Camino Real 1084 t 51 ◄ 23 r 99 Total Subtotals Sub - totals Totals 173 0 277 104 Dove Lane Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 15 Intersection Location: El Camino Real & Alga Road/ Aviara Parkway Contents: Tum Movement Count Summary (A.M. and P.M.). Pagel A.M. Peak Hour ICU Analysis and Page 2 Tum Movement Diagram P.M. Peak Hour ICU Analysis and·· Page 3 Tum Movement Diagram RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real Count Date: 07128105 E/W Street : Alga Road/ A viara Parkway Day : Thursday Weather: Sunny File: 2005 Int #15 Data Collected by : Marie, Chin Traffic Control : Signalized South Annroach /NB) North Annroach (SB) West Annroach /EB) End of 15 miri. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15AM • 8:30AM 8:45AM 9:00AM . Max. 15 min. Pk. Hr. Vol. 7.15 AM Peak 8:15 AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 7 21 9 24 19 33 55 59 44 40 50 66 66 191 152 82 80 99 137 108 104 96 89 123 91 135 152 397 U-Tm Torn Ri!!ht Peds Left U-Tm 0 28 9 0 8 0 0 65 29 0 2 -0 0 105 47 10 15 0 0 170 57 0 17 0 0 161 50 0 15 0 0 218 70 0 11 I 0 2i3 50 I 22 0 0 227 80 3 17 0 0 218 61 I 24 0 0 193 50 1 22 1 0 192 62 0 18 I 0 193 55 0 21 2 0 227 80 10 24 2 0 876 261 5 74 I Intersect1on Traffic mPk. Hr. -4175 Intersection Pdstrns in Pk. Hr. 18 0 236 161 0 9 0 0 235 · 147 2 27 0 0 151 156 0 51 0 0 208 163 0 37 0 0 230 221 4 34 4 0 266 226 0 45 0 0 228 179 0 60 2 0 224 230 0 63 0 0 219 203 0 63 0 0 229 174 0 45 I 1 205 223 0 41 I 0 229 209 0 38 2 I 266 230 4 63 4 0 937 838 0 231 2 Intersection Traffic m Pk. Hr. -5613 Intersection Pdstms in Pk Hr. 9 Torn Right Peds Left U-Tm Torn Rieht Peds 100 11 I 7 ' 0 9 15 I 167 10 0 9 0 16 26 0 180 9 o· 8 0 20 37 0 222 8 I 17 0 34 ·35 0 211 14 0 10 0 24 48 0 263 18 I 8 1 30 46 0 207 16 0 24 I 21 66 1 191 13 0 28 0 46 63 0 212 17 0 24 0 35 84 0 201 17 0 17 0 29 91 0 202 25 0 19 0 36 78 0 166 28 0 24 0 50 89 0 263 28 I 28 I 50 91 1 873 64 1 84 2 132 259 1 Peak Hr. Factor 0.94 90 18 0 12 I 48 62 0 270 27 1 22 2 80 IOI 0 288 34 0 24 0 63 114 0 307 32 0 36 0 72 107 0 258 24 0 33 0 85 124 0 320 32 0 33 0 107 94. 0 320 33 0 27 0 111 110 1 363 34 0 33 0 113 126 0 346 31 0 27 -1 134 98 0 275 65 6 28 () 107 128 0 254 22 0 32 0 101 IOI 0 219 23 0 30 0 100 76 I 363 65 6 36 1. 134 128 I 1349 130 0 120 I 465 428 I Peak Hr. Factor 0.96 East Annroach (WB) Left U-Tm Torn Rieht 51 0 25 5 95 I 47 9 107 0 55 15 170 2 71 19 191 0 72 34 185 0 86 34 235 0 108 40 250 1 93 44 162 3 97 20 164 0 79 26 183 2 92 30 184 1 103 31 250 3 108 44 832 . 4 384 138 96 2 69 20 96 I 55 17 123 1 116 29 90 I 88 10 100 4 51 21 90 2 75 9 86 4 75 25 99 1 67 13 88 10 57 14 90 2 50 19 98 5 65 21 70 3 69 11 123 10 116 29 363 17 274 61 Page I of3 15 min Total Peds Vehicles Peds I 275 3 0 497 0 2 607 12 0 846 I I 849 I 6 1004 7 4 1058 6 1 1112 . 4 0 1001 1 3 930 4 0 990 0 I 1013 1 . 6 1112 12 11 4175 18 -- 1 976 1 2 1162 5 7 1230 7 8 1250 8 0 1326 4 1 1407 1 5 1364 6 0 1462 0 2 1380 2 0 1336 6 I 1261 1 0 1214 1 8 1462 8 8 5613 9 El Camino Real at Alga Road/Aviara Parkway Lane Configuration forlntersection Capacity Utilization Page2 of3 , Pk. Hr. Time Period : South Aeer !NB) North Annr (SB) West Annr (EB) East Aeer (WB) 7:15AM to 8:15AM Left Thru ~ Left Thru Right Left Thru Right Left Thru ~ Lane Inside 1 1 I I Config -(left) 2 I I I urations 3 I 1 ,4 I 5 6 Outside 7 Free~tiow 1 Lane Settings 2 3 0 2 3 0 2 2 I 2 2 0 Capacity 3600 6000 0 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 191 876 261 75 873 64 86 132 259 836 384 138 Adjusted Hourly Volume 191 876 0 75 937 0 86 132 259 836 522 0 Utilization Factor 0.05 0.15 0.00 . 0.02 0.16 0.00 0.02 0,03 0.14 0.23 0.13 0.00 Critical Factors 0.05 · 0.16 0.14 0.23 ICU Ratio = 0.68 LOS= B ( , Turning Movements at In~ersection of: El Camino Real and Alga Road/Aviara Parkway Time: 7:15 AM to 8:15 AM North Approach El Camino Real Date: 07/28/05 Day : Thursday 2111 Total Name : Marie, Chin 1012 1099 Subtotals 1 Sub-64 873 75 Sub- To~ totals J i L. totals Totals w E e 641 _t L .138 a S· .1118 2 86 s t 477 132 _., t .. 384 1358 t 259 7 r 836 4 1829, A North A p 471 p p i t r p r r 191 876 261 · Alga Road/Aviara Parkway 0 Subtotals 1964 1328 Total 3292 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. r El Camino Real at Alga Road/ A viara Parkway Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Aeer (NB) North Annr /SB) West Annr /EB) East Annr /WB) . 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside I . I I I I Config-(left) 2 I I I I urations 3 I 4, I I 5 I I 6 Outside 7 Free-flow· I Lane Settings 2 3 0 2 3 0 2 2 . I 2 2 0 Capacity 3600 6000 0 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 397 937 838 233 1349 130 121 465 . 428 380 274 61 Adjusted Hourly Volume 397 937 0 233 1479 0 121 465 428 380 335 0 Utilization Factor 0.11 0.16 0.00 0.06 0.25 0.00 0.03 · 0.12 0.24 0.11 0.08 0.00 Critical Factors 0.11 0.25 0.24 0.11 ICU Ratio = 0.81 LOS= D Turning .Movements at Intersection of: El Camino Real and Alga Road/Aviara Parkway Time : 4:45 PM to 5:45 PM North Approach Date: 07/28/05 Day : Thursday Name : Marie, Chin 1712 Sub-130 1349 Totals totals J + w e 802 _t s 1816 1 121 t 1014 465 ~ t 428 7 A North p t p +i r 397 937 0 Subtotals 2140 2172 Total 4312 South Approach 2832 2 233 L. r 838 El Camino Real 1120 t 61 .. 274 r 380 Total Subtotals Sub - totals Totals 715 17 2266 1551 Alga Road/Aviara Parkway Note : Left-tum volumes include U-tums. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 . I INTERSECTION ANALYSIS SUMMARY Intersection Number: 16 Intersection Location: El Camino Real & ArenalRoad Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P .M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Traruporration Dfoision ·J RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Arena! Road Courit Date : 07/26/05 Day : Tuesday Weather: Sunny File : 2005 Int # 16 Data Collected by : Raul, Chris Traffic Control : Signalized South Annroacb fNBl North A nnroach ISBl West Aooroach /EB) Endof15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM· 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45PM Peak 5:45 PM Hour - . Left U-Tm Thru R.i•ht Peds Left U-Tm Thru R.i0 ht Peds Left U-Tm Thru Rieht Peds 2 0 90 1 0 5 0 120 2 0 0 0 0 6 0 4 0 126 3 1 8 0 268 4 1 1 0 0 13 0 1 0 206 3 0 8 0 331 3 0 0 0 0 11 0 5 0 285 4 0 5 0 447 0 . 1 0 0 0 19 0 10 0 209 2 0 13 0 375 1 0 0 0 0 17 0 3 0 273 5 2 •. 5 0 507 0 0 0 0 0 24 1 9 0 362 3 0 8 0 497 0 0 0 0 0 32 0 2 1 352 4 0 5 0 461 · 0 1 0 0 0 35 1 7 0 330 11 0 7 0 325 1 0 0 0 1 23 0 10 0 320 4 0 7 0 456 1 0 0 0 1 31 0 10 1 343 3 0 6 0 463 0 0 1 0 2 38 .o 13 0 317 6 0 6 3 408 0 0 0 0 1 36 0 13 1 362 11 2 13 3 507 4 I 1 0 2 38 1 28 · 1 1364 22 0 27 0 1739 2 1 0 0 2 121 1 Intersection Traffic in Pk. Hr. = 3372 Peak Hr. Factor 0.91 Intersection Pdstrns in Pk. Hr. = 2 43 3 438 7 0 8 0 430 3 0 1 0 0 15 0 29 1 398 10 1 9 1 367 2 0 1 0 0 37 0 36 3 477 6 0 0 1 458 0 0 0 0 0 22. 0 19 1 472 9 0 7 0 379 2 1 0 0 1 21 1 23 2 490 12 0 6 0 450 4 0 0 0 .2 34 0 28 3 430 10 0 5 0 487 0 0 0 0 2 20 0 33 2 484 8 1 5 1 482 1 0 2 0 0 23 1 48 2 454 8 0 0 0 559 3 0 1 0 2 25 0 27 2 461 5 0 3 1 516 1 0 3 0 0 24 0 28 0 380 8 0 1 0 459 1 0 1 0 0 22 0 36 4 433 13 0 1 1 440 4 0 0 0 0 15 0 17 1 379 5 1 3 2 409 1 0 0 0 0 21 0 48 4 490 13 1 9 2 559 4 1 3 0 2 37 1 136 9 1829 31 1 . 13 2 2044 5 0 6 0 4 92 1 Intersection Traffic in Pk. Hr. = 4224 Peak Hr. Factor ---0.95 Intersection Pdstrns in Pk. Hr. = 4 Page 1 of3 East Aooroach (WB) 15 min Total Left U-Tm Thru Riehl Peds Vehicles Peds 5 0 9 0 0 240 0 7 0 0 4 0 438 2 4 0 8 I 0 576 0 7 0 0 2 0 774 1 18 0 0 2 0 647 o. 6 0 0 2 ·o 825 3 10 0 1 1 0 923 0 - 12 0 1 3 0 876 2 11 0 7 2 0 125 0 13 0 0 5 0 848 0 19 0 0 4 0 890 0 8 0 1 5 0 804 0 19 0 9 5 0 923 3 46 0 9 11 0 337:Z.-2 10 0 2 11 0 971 0 4 0 1 6 0 866 1 1 0 2 3 0 1009 0 9 0 0 7 0 927 2· 6 0 1 8 0 1038 0 7 0 2 8 0 1002 0 4 0 0 4 2 1049 4 3 0 1 9 0 1115 0 7 0 1 7 0 1058 0 7 0 0 4 0 911 0 8 0 0 3 0 958 0 10 0 1 3 0 852 1 10 0 2 11 2 1115 4 21 0 ·4 28 2 4224 4 El Camino Real at Arena) Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:30AM to 8:30AM South Appr (NB) North Annr (SB) West Appr (EB) Lane Config - urations Inside (left) Outside Free-flow Lane Settings Capacity I I 2 3 4 5 6 7 I 3 1800 6000 Are the North/South phases split (YIN)?· Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 29 1364 Adjusted Hourly Volume 29 1386 Utilization Factor 0.02 0.23 · Critical Factors 0.02 ICU Ratio = 0.65 I. 0 0 N N 22 0 0.00 LOS= I I I I 1 2 0 I 0 1800 4000 0 1800 2000 0 27 1739 2 0 2 121 27 1741 0 0 123 0 0.02 0.44 0.00 0,00 0.06 0.00 0.44 0.06 B Page2 of3 East Annr /WB) I I I I 0 1800 2000 0 46 9 II 46 20 0 0.03 O.Ql 0.00 0.03 \ Tur:ning Movements at Intersection of : El Camino Real and Arena! Road Time: 7:30 AM to 8:30 AM .North Approach El Camino Real Date: 07/2~/05 Day : Tuesday 3143 Total Name : Raul, Chris 1768 1375 Subtotals 0 Sub-2 1739 27 Sub - To~ totals J + L. totals Totals ---w e 39 ___t L s 162 0 0 II t 123 2 ~ t +-9 66 121 7 r 46 0 I 17 A North p 51 p +i t i r 29 1364 22 Arena! Road 1 Subtotals 1907 1415 Total 3322 South Approach Note: Left-turn volumes include j · U-turns. U-tums in bold. E a s I A p p r El Camino Real at ArenalRoad Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South A22r (NB) North Annr /SB) West Annr (EB) East Annr (WB) 4:45 PM to 5:45PM ~ 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 I 1 1 4 5 6 Outside 7 Free-flow Lane Settings I 3 0 2 0 1 1 0 I I 0 Capacity 1800 6000 0 1800 4000 0 1800 2000 0 1800 2000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 145 1829 31 15 .2044 5 6 4 92 21 4 28 Adjusted Hourly Volume 145 1860 0 15 2049 0 6 96 0 21 32 0 Utilization Factor 0.08 0.31 0.00 0.01 0.51 0.00 0.00 0.05 0.00 O.oJ 0.02 0.00 ' Critical Factors 0.08 0.51 0.05 0.01 ICU Ratio = 0.75 LOS= C ". Turning Movements at Intersection of : El Camino Real and ArenaIRoad Time : 4:45 PM to 5:45 PM North Approach Date: 07/26/05 Day : Tuesday Name : Raul, Chris 2064 Sub-5 2044 To~ totals J t w e 145 _j s 247 0 6 t 102 4 ---+ t 92 7 A North p t p i r 145 1829 9 Subtotals 2166 2005 Total 4171 South Approach El Camino Real 3929 1865 2 15 ~· L 28 +---4 r 21 r 31 Total Subtotals Sub- totals Totals 53 0 101 48 Arena! Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY ' Intersection Nnmber: 17 Intersection Location: El Camino Real & J La Costa Avenue Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Dfoision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : La Costa A venue Count Date: 07/26/05 Day : Tuesday Weather: Sunny File : 2005 Int# 17 Data Collected by : David, Tom S., Caroline Traffic Control : Signalized South A nnroach INR\ North Annroach (SB) WestAnnroach"'Bl East Ann roach IWR\ End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7:30 AM . Peal< 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00 PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max.15min. Pk. Hr. Vol. 4:45 PM Peal< 5:45PM Hour Left 20 15 22 17 28 35 39 43 39 37 44 60 60 158 57 53 64 74 57 47 94 51 85 38 54. 32 94 277 U-Tm Thru Ri•ht Peds 0 44 5 4 0 38 I 0 0 79 5 I I 76 2 4 0 80 9 0 0 127 5 3 0 133 9 3. 0 167 4 2 0 167 6 0 0 179 4 2 I 163 9 0 I 179 8 0 I 179 9 4 0 646 23 7 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 254 13 0 I 246 23 I 0 294 21 3 0 264 27 I I 198 22 I I 274 23 I I 301 21 2 0 292 21 I 0 224 21 0 I 198 18 0 0 251 14 0 I . 203 19 0 0 I 301 27 3 2 1091 86 4 Left 4 4 5 19 16 12 4 II 8 45 27 36 45 68 36 34 35 7 34 24 39 45 56 9 46 46 56 164 U-Trn 0 0 0 0 0 0 0 0 0 0 I 0 I 0 3898 9 2 0 0 0 0 0 I 0 0 0 0 0 2 I Intersection Traffic m Pk .. Hr. -4978 Intersection Pdstms in Pk. Hr. 8 Thru 96 96 169 249 266 296 299 281 260 . 268 235 273 299 1108 157 241 258 180 234 229 293 331 216 166 248 220 331 1069 Rioht Peds Left U-Tril Thru Ri•ht Peds Left U-Tm Thru Ri•ht 67 0 45 0 48 10 0 16 0 75 6 83 0 96 0 71 30 0 13 0 108 13 95 0 138 0 103 41 I 26 0 57 7 71 0 115 0 102 77 I 32 0 80 19 91 0 II I 0 88 42 · 0 33 0 82 24 66 I 127 0 62 43 I 39 0 86 16 67 0 136 0 74 69 I 44 0 130 24 50 0 137 0 49 . 66 0 47 0 76 16 35 0 109 I 59 66 0 44 0 102 25 44 0 109 0 70 83 I 34 0 99 30 49 0 126 I 77 82 0 32 0 120 15 35 0 115 0 71 68 0 37 0 83 21 95 I 138 I 103 83 I 47 0 130 30 196 . 0 491 I 252 284 2 169 0 407 95 Peal< Hr. Factor 0.95 91 0 135 0 109 46 0 31 0 163 26 66 0 161 0 128 48 I 36 0 105 23 97 o. 120 0 107 47 0 40 0 75 22 34 I 155 0 98 37 I 73 0 148 26 76 0 149 0 87 43 0 68 0 79 34 47 0 176 0 133 57 0 67 0 79 22 60 I 140 0 102 40 0 55 0 78 22 88 0 145 0 151 52 0 24 0 98 30 53 o· 187 0 204 50 0 34 0 80 14 10 0 157 0 133 80 I 58 0 100 20 69 0 171 0 114 51 0 36 0 67 35 20 0 148 0 99 48. 0 27 0 87 12 97 I 187 0 204 80 I 73 0 163 35 248 I 648 0 590 199 0 180 0 335 88 Peal< Hr. Factor· 0.94 Page I of3 15 min Total Peds !vehicles Peds 0 436 4 0 568 0 0 747 2 0 860 5 0 870 0 I 914 6 0 1028 4 0 947 2 0 -921 0 0 1002 3 0 982 0 0 987 0 I 1028 6 0 3898" 9 0 1120 0 0 1165 2 0 1180 3 0 1123 3 0 1082 I 0 1179 I I 1247 4 I 1328 2 I 1224 I 0 988 I 0 1156 0 I 962 I I . 1328 4 3 4978 8 , El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:30AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 4 5 6 7 2 3 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume-158 646 Adjusted Hourly Volume 158 669 Utilization Factor 0.04 0.11 Critical Factors 0.04 !CU Ratio = 0.57 0 0 N N 23 0 0.00 LOS= · North' Annr ISB\ West Annr IFB) , I I I I I I 2 3 I 2 2 I 3600 6000 1800 3600 4000 1800 68 1108 196 492 252 284 68 1108 196 492 252 284 0.02 0.18 0.11 0.14 0.06 0.16 0.18 0.16 A Page 2 of3 EastAnnr !WB) I 2 I 1800 4000 1800 169 407 95 169 407 95 0.09 0.10 0.05 0.09 Turning Movements at Intersection Of : El Camino Real and. La Costa Avenue Time : 7:30 AM to 8:30AM North Approach Date: 07/26/05 Day : Tuesday Name : David, Tom S., Caroline 1372 Sub -196 1108 To~ totals J + w e 762 _j s 1790 1 492 t 1028 252 ~ t 284 7 A North p t p ~ r 158 646 0 Subtotals 1561 827 Total 2388 South Approach 2604 0 68 ~ r 23 El Camino Real 1232 L 95 +-407 r 169 Total Subtotals Sub- totals Totals 671 0 1014 343 La Costa Avenue . Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r EI Camino Reali at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) 4:45 PM to . 5:45PM Lane Config- urations Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow 1 I Lane Settings 2 3 Capacity 3 600 6000 Are the North/South phases split (:aN)? Are the East/West phases split (YIN)? Efficiency Lost Facioi 0.10 Hourly Volume 279 1091 Adjusted Hourly Volume 279 1177 Utilization Factor 0.08 0.20 Critical Factors · 0.08 ICU Ratio ,= 0.62 I 0 0 N N 86 0 0.00 LOS= North Annr /SB) I I 2 3600 165 165 0.05 B I I I 3 6000 1069 1069 0.18 0.18 I I 1800 248 248 0.14 West Annr /EB) 2 3600 648 648 0.18 0.18 I I 2 4000 590 590 0.15 1800 199 199 0.11 Page 3 of3 East Annr /WB) I I I 2 1800 4000 1800 180 335 88 180 335 88 0.10 0.08 0.05 0.08 Turning Movements at Intersection of : El Cauil~~ Real and La Costa Avenue w e s t A p p r Time : 4:45 PM to 5:45 PM Date : 07 /26/05 Day : Tuesday North Approach Name : David, Tom S., Caroline 1482 Sub-248 1069 To~ totals J t 860 _j 2297 0 648 1437 590 _____. t 199 7 North i t 279 1091 2 Subtotals 1450 1456 Total 2906 South Approach 3310 1 165 L. r 86 El Camino Real 1828 L 88 -+--335 r 180 . Total Subtotals Sub- totals Totals 603 o· 1443 840 La Costa Avenue Note: Left-tumvolumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SU.MMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 18 Intersection Location: EI Camino Real & Levante Street Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Levante Street Count Date: 07/26/05 Day : Tuesday Weather: Sunny File : 2005 Int # I 8 Data Collected by : Jesus, Sergio Traffic Control ; Signalized South Annroach (NB) North Annroach (SB) West Annroach /EB) End ofl5 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 1:45AM • 8:00AM-• 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. ~:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00 PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour -- Left 3 2 I I 3 4 3 I- 0 5 2 3 5 9 13 I 2 0 2 3 0 I 0 I 1 2 13 4 U-Trn Thru Right Peds Left U-Trn 0 66 1 1 2 0 0 52 3 0 7 0 0 107 7 0 6 0 .0 100 5 0 7 0 1 139 5 0 4 1 0 149 11 0 14 0 0 202 4 I 8 0 0 195 -9-0 If 0 2 160 5 0 9 0 I 208 14 I 16 0 0 218 13 0 10 0 0 215 9 I 13 I 2 218 14 I 16 I 3 765 32 2 44 0 Intersection Traffic m Pk. Hr. -2722 Intersection Pdstms in Pk. Hr. 6 I 348 34 I 0 328 33 I 3 374 24 I I 355 21 I 0 348 29 0 3 391 24 0 I 377 35 I 0 394 38 0 2 343 31 2 0 291 38 0 0 358 32 I 0 232 27 I 3 394 38 2 6 1505 128 l Intersectton Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 33 26 23 19 22 24 15 39 33 .24 29 36 39 111 - ' 0 0 0 0 0 0 0 0 I I. 0 0 I 1 3400 5 Thru Riebt Peds Left U-Trn Thro Right Peds 91 II 0 I 0 0 I 0 161 6 0 0 0 0 0 0 290 7 0 I 0 0 0 I 312 13 I 1 0 0 0 1 322 8 0 2 0 0 1 0 363 5 ·o 2 0 0 0 0 396 16 0 -4 -0 3 5 0 415 II 0 3 0 0 2 0 369 5 0 8 0 I I 0 376 6 0 2 0 0 0 0 378 9 0 2 0 I 2 0 383 6 0 4 0 0 I 0 415 16 I 8 0 3 5 I 1556 38 0 17 0 4 8 0 Peak Hr. Factor 257 9· 2 10 0 I 3 0 307 8 0 11 0 0 3 0 299, 9 I 3 0 0 3 I 333 5 I 9 0 0 0 0 317 3 0 7 0 I 0 0 346 3 0 I 0 0 4 I 327 0 I 3 0 0 2 0 391 I 0 5 0 0 2 0 390 0 0 I 0 0 0 .0 314 5 0 2 0 0 0 I 394 3 0 5 0 0 2 I 277 0 0 2 0 0 0 0 394 9 2 II 0 I 4 I 1454 .4 I IO 0 0 8 I Peak Hr. Factor 0.95 East Annroach (WB) Left U-Trn Thro Right 22 0 I 9. 12 0 0 II 28 0 I 15 18 0 0 II 39 0 0 12 13 0 0 24 32 0 -I 23 36 0 0 33 33 0 0 24 34 0 0 30 37 0 0 23 38 0 0 20 39 0 I · 33 135 0 I 110 26 0 0 25 33 0 0 14 28 0 I 12 30 0 I 29 21 0 3 15 24 0 0 29 28 0 0 18 13 0 0 11 31 0 0 15 22 0 0 17. 25 0 0 16 31 0 I ·7 33 0 3 29 96 0 0 73 Page I of3 15 min Total Peds Vehicles Peds 0 208 I 0 254 0 0 463 1 1 468 3 I 537 I 0 585 --.0 ---0 697 I 4 716 4 0 617 0 0 692 I 0 695 0 0 693 I 4 716 4 4 2722 6- 0 760 3 0 764 I I 781 4 I 803 3 0 768 0 0 852 I . 0 806 2 0 895 0 0 847 2 I 715 2 0 865 2 0 615 I 1 895 4 0 3400 5 El Camino Real at Levante Street ' _Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) Outside Free-flow I I 2 I 3 I 4 I 5 6 7 Lane Settings 3 Capacity 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 12 765 Adjusted Hourly Volume 12 797 Utilization Factor O.Ql 0.13 Critical Factors O.Ql ICU Ratio = 0.47 0 0 N N 32 0 0.00 LOS= North Annr (SB) . I I ' I 3 0 1800 6000 0 44 1556 38 44 1594 0 0.02 0.27 0.00 0.27 A West Annr /EB) . I I 0 1800 2000 0 17 4 8 17 12 0 0.01 0.01 0.00 0.01 Page2 of3 East Annr (WB) I I I 1800 2000 1800 135 110 135. I 110 0.08 0.00 0.06 0.08 , Turning Movements. at Intersection of: El Camino Real and Levante Street w e s t A p p r Time : 7:30 AM to 8:30 AM Date: 07/26/05 Day : Tuesday Name : Jesus, Sergio Sub- To~ totals 77 48 29 0 Subtotals Total 17 4 8 North Approach 38 J _t ~ 7 ·+i 12 3 1702 2511 South Approach 2530 1638 0 1556 44 + L. t North t r 765 32 809 El Camino Real 892 L 110 +-1 t 135 0 Total Subtotals Sub- totals 246 80 Levarite Street Totals 326 Note : Left-tum volumes include U-tums. U-turns in bold. E a s t A p p r El Camino Real at Levante Street Lane. Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : 4:45 PM to South Appr (NB) 5:45 PM Lane Config - urations Inside (left) Outside Free-flow 1 1 2 1 3 1 4 1 5 6 .7 Lane Settings I 3 Capacity 1800 6000 Are the North/South phases split (YIN)?· Are the East/West phases split (YIN)? Efficiency Lost Factor 0. 10 Hourly Volume 10 1505 Adjusted Hourly Volume 10 1633 Utilization Factor. O.Ql 0.27 Critical Factors 0.27 ICU Ratio = 0.48 Turning Movements at Intersection of : w e s t A p p r Time : 4:45 PM to 5:45 PM Date: 07/26/05 Day : Tuesday Name : Jesus, Sergio Sub - Totals totals 26 8 18 0 1 0 0 N N 128 0 0.00 LOS= 10 0 8 Subtotals Total North Annr (SB) West Annr (EB) I 1 1 1 3 0 . I 1800 6000 0 1800 112 1454 4 10 112 1458 0 10 0.06 0.24 0.00 . 0.01 0.06 A El Camino Real North Approach 3159 1570 1 4 1454 112 J + ·L. _j _., t 7 North +i t r 10 !SOS 128 · 6 1564 1643 3207 South Approach 1 I 0 1 I 2000 0 1800 2000 1800 0 8 96 0 73 8 0 96 0 73 0.00 0.00 0.05 0.00 0.04 0.00 0.05 and Levante Street El Camino Real 1589 L 73 +'----0 r 96 Total Subtotals Sub - totals Totals 169 0 408 239 Levante Street Note : Left-turn volumes include U-tums. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 · INTERSECTION ANALYSIS SUMMARY Intersection Number: 19 Intersection Location: El Camino Real & Calle Barcelona Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 "' RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Calle Barcelona Count Date: 07/26/05 End of 15 Day : Tuesday Weather : Sunny South Annroach fNR\ File : 2005 Int # 19 Data Collected by : Jessica, Michelle Traffic Control : Signalized North Annroach /SB) WestAnnroachlRB) East Annroach fWRl Page I of3 15 min Total min. prd. Left U-Tm Thro Ril!bt Peds · Left U-Tm Thro Rioht Peds Left U-Tm Thro Ril!bt Peds Left U-Tm Thro Ril!bt Peds Vehicles Peds 6:I5 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15 AM • 8:30AM • 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00 AM Peak 9:00AM Hour 3:45 PM 4:00PM ·4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45PM Peak 5:45PM Hour 5 3. I 3 3 5 I 9 3 3 5 9 9 20 II 30 17 23 14 12 23 14 13 21 19 14 30 62 I 41 I 2 3 0 0 49 I 2 8 I 0 70 7 0 5 I 0 99 9 0 14 0 0 92 7 0 15 0 0 114 11 0 8 0 0 142 9 0 6 0 0 154 8 0 23 0 0 130 13 0 14 0 0 149 13 0 13 0 0 181 23 0 15 0 I 174 23 0 18 0 I 181 23 2 23 I I 634 72 0 60 0 Intersection Traffic in Pk. Hr. = 3072 Intersection Pdstrns in Pk. Hr. = 7 I 293 36 0 13 0 2 264 39 0 33 0 0 307 47 0 15 I 0 306 30 I 20 I 4 318 36 0 28 0 I 353 51 0 36 0 4 303 48 0 37 0 0 271 35 0 39 6 0 275 47 2 24 0 3 273 55 0 54 0 I 270 45 0 42 0 0 212 37 0 17 0 4 353 55 2 54 6 5 1202 181 2 136 6 Intersection Traffic in Pk. Hr. = 3667 Intersection Pdstrns in Pk. Hr. · = 5 105 15 2 4 138 18 0 4 198 27 0 4 269 48 I 7 366 30 0 IO 296 29 I 23 418 44 0 24 333 41 0 19 370 34 2 15 371 47 0 24 356 40 0 13 364 64 0 19 418 64 2 24 1461 185 2 71 Peak Hr. Factor 231 27 I 68 298 52· 0 42 265 40 0 65 293 50 0 45 269 45, 0 58 276 54 0 44 262 46 0 41 289 39 0 41 385 41 0 45 261 54 1 56 252 45 0 60 229 47 0 51 385 54 I 68 1212 180 0 171 Peak Hr. Factor 0 I I 0 7 0 19 IO 0 213 4 0 2 4 0 25 0 18 9 0 280 2 0 5 4 I 28 0 24 18 3 392 4 0 4 I 0 22 0 33 16 0 525 I 0 8 0 3 26 0 26 22 0 -605 3 0 14 6 0 38 0 45 33 0 622 I 0 4 8 0 31 0 45 37 3 769 C 3 0 12 3 2 37 0 50 28 0 717 2 0 9 3 0 41 0 55 28 2 715 4 0 21 5 0 43 0 50 39 I 778 I 0 12 5 0 36 0 30 37 0 753 0 0 11 6 0 45 0 51 41 2 826 2 0 21 8 3 45 0 55 41 3 826 4 ' 0 ,53 19 0 165 0 186 145 5 3072 7 ---0.93 0 40 19 0 37 0 34 24 0 834 I 0 36 16 0 28 0 17 12 · I 869 I 0. 41 21 0 31 0 31 24 2 905 2 0 33 16 2. 33 0 24 28 I 902 4 0 38 15 0 32 0 20 13 6 890 6 0 36 12 I 25 0 27 18 0 945 I 0 55 14 0 30 0 27 19 0 909 0 0 25 II. 0 26 0 26 19 0 841 0 0 42 19 2 23 -0 34 24 0 972 4 0 43 19 0 29 0 38 11 3 917 4 0 50 20 0 26 .. 0 22 30 0 882 0 0 37 17 0 33 0 32 IO 0 736 0 0 55 21 2 37 0 38 30 6 972 6 0 158 56 3 104 0 114 80 0 3667 5 0.94 El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Page2 of3 East Annr (WB) , Pk. Hr. Time Period : 8:00 AM to 9:00AM South Appr (NB) Lane Config- urations Inside (left) Outside Free-flow Lane Settings Capacity 2 3 4 5 6 7 I I I 2 3 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 21 634 · Adjusted Hourly Volume 21 706 Utilization Factor 0.01 . 0.12 Critical Factors 0.01 I 0 0 N N 72 0 0.00 ICU Ratio = 0.50 LOS= Turning Movements at Intersection of: Time : 8:00 AM to 9:00 AM Date: 07/26/05 Day : Tuesday Name : Jessica, Michelle Sub- To~ totals w e 391 s 534 0 71 t 143 53 19 A p p r Subtotals Total North Annr (SB) WestAnnr (EB) , I I I I I I I 2 3 ,o I 2 0 I 2 0 3600 6000 0 1800 4000. 0 1800 4000 0 60 1461 185 71 53 19 165 186 145 60 1646 0 71 72 0 165 331 0 0.02 0.27 0.00 0.04 0.02 0.00 0.09 0.08 0.00 0.27 0.04 0.08 A El Camino Real and Calle Barcelona North Approach El Camino Real 2556. Total 1706 850 Subtotals 0 185 1461 60 Sub- J t L. totals Totals _t L t 145 ____.. +-186 496 7 r 165 0 681 North 185 i t r 21 634 72 Calle Barcelona 1 1646 727 2373 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 4:45 PM to 5:45PM South Appr (NB) North Annr /SB) WestAnnril'Bl Lane Config - urations Inside (left) } I 2 I 3 4 5 6 Outside 7 Free-flow Lane Settings 2 Capacity 3600. 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? _Efficiency Lost Factor 0.10 Hourly Volume 67 1202 Adjusted Hourly Volume 67 1383 · Utilization Factor 0.02 0.23 Critical Factors 0.23 ICURatio = 0.52 0 0 N N 181 0 0.00 LOS= I 1 . 2 3600 i42 142 0.04 0.04 A I I 3 6000 1212 1392 0.23 0 0 180 0 0.00 1 I 2 0 1800 4000 0 171 158 56. 171 214 0 0.10 0.05 0.00 0.10 Page3 of3 East Annr /WB\ 1 1800 104 104 0.06 1 1 2 4000 114 194 0.05 0.05 0 0 ·8_0 0 0.00 Tutning Movements at Intersection of: El Camino Real and Calle Barcelona Time : 4:45 PM to 5:45 PM North Approach Date: 07/26/05 Day : Tuesday Name : Jessica, Michelle Sub-180 Totals totals J w e 356 _t s 741 0 171 t 385 158 ____.. 56 7 A p p +i r 67 5 Subtotals 1377 Total 2827 . South Approach 2993 1534 6 1212 142 t l. t North t r 1202 181 1450 El Camino Real 1459 L 80 -+--114 r 104 Total Subtotals Sub- totals Totals 298 0 773 475 Calle Barcelona Note : Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 20 · Intersection Location: Palomar Airport Road & Avenida Encinas Contents: Turn Movement Count Summary (A.M. and P;M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 "' RICK ENGINEERING COMPANY Transportation Division RICK ENGINEE:RING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : A venida Encinas E/W Street : Palomar Airport Road Count Date: 08/02/05 Day : Tuesday Weather: Sunny File : 2005 Int #20 · Data Collected by : Jessica, Michelle Traffic Control : Signalized South Annroach /NR\ North Annroach ISB1 West An•roach 111B\ End of15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15AM • 8:30AM • 8:45AM • 9:00AM Max. 15min. -Pk. Hr. Vol. 7:45 AM Peale 8:45 AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15PM 6:30PM Max. 15min. Pk. Hr. Vol. 4:45 PM Peale 5:45PM Hour Left 6 0 0 0 I 0 I I 5 3 7 6 T 16 10 13 17 11 16 11 21 13 18 13 17 12 21 63 U-Tm Thro Ri•ht Peds 2 6 8 0 0 0 5 ·o 0 7 2 0 0 3 10 0 0 12 10 I 0 2 9 0 0 8 8 0 0 12 28 0 0 15 23 0 0 15 16 0 -o 12 16 0 0 14 24 0 2 15 28 I 0 54 83 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 24 33 0 0 15 44 0 0 25 43 I 0 22 34 2 0 30 75 6· 0 28 86 0 O· 28 128 I 0 35 100 I 0 28 98 0 0 22 56 2 0 22 60 I 0 28 62 0 0 35 128 6 0 119 412 2 Left 13 15 17 23 31 20 41 29 29 37 31 39 41 126 34 61 62 57 64 73 93 63 70 49 64 69 93 299 U-Tm 0 0 0 0 ·o 0 0 0 I 0 0 0 I I 1570 0 0 0 0 0 0 0 0 0 0 I 0 I I 0 Intersection Traffic m Pk. Hr. = 2217 Intersection Pdstrns in Pk. Hr. 3 Thro Ri2ht Peds Left U-Tm Thro Ri2ht Peds Left 8 4 0 0 0 25 2 0 33 8. 3 0 2 0 41 2 2 16 .16 4 0 2 0 52 6 0 29 10 3 0 8 0 51 13 0 34 21 3 0 4 0 53 14 0 61 21 I I 10 0 5.9 14 0 22 20 6 0 13 0 45 8 2 52 20 2 0 8 0 92 21 0 66 13 I 0 5 0 95 13 0 68 19 8 0 9 0 41 10 0 62 19 I 0 12 0 65 9 0 57 9 I 0 7 0 60 5 0 65 21 8 I 13 0 95 21 2 68 71 12 0 34 0 293 53 0 253 Peak Hr. Factor 0.95 20 2 0 12 0 91 11 0 53 13 3 0 10 0 77 7 0 60. 25 I 0 5 0 73 6 o· 61 18 2 0 8 0 89 9 0 62 17 4 0 12 0 56· 5 0 58 29 9 0 10 0 76 10 0 66 25 7 0 11 0 56 7 0 70 21 9 0 8 0 104 5 0 65 18 6 0 5 0 57 7 .o 77. 18 7 0 18 0 85 8 0 49 20 12 0 11 0 66 7 0 14 13 11 0 14 0 45 2 0 29 29 12 0 18 0 104 11 0 77 93 31 0 34 0 293 29 0 278 Peak Hr. Factor 0.93 . East A nnroach IWB\ U-Tm Thro Ri•ht 0 36 22 0 28 19 0 53 23 0 51 40 0 78 55 ·o 98 28 0 91 49 0 65 70 0 68 65 0 89 71 0 88 58 0 59 76 0 98 76 0 310 264 0 61 42 0 80 55 0 99 70 0 104 68 0 125 51 0 · 99 51 0 89 64 0 78 53 0 66 66 0 82 71 0 75 74 0 90 94 0 125 94 0 332 234 Page I of3 15 min Total Peds !vehicles Peds 0 165 0 0 139 2 0 211 0 0 246 0 2 343 3 0 284 I I 342 3 0 414 0 0 401 0 0 380 0 0 375 0 0 365 0 2 414 3 0 1570 0 0 393 0 0 '438 0 0 487 I 0 484 2 0 513 6 0 548 0 0 599 I I 554 2 0 516 0 0 479 2 0 442 I 0 470 0 I 599 6 I 2217 3 A venida Encinas at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 · Pk. Hr. Time Period : South A1111r (NB) 7:45AM to 8:45AM Left Thru Right Lane Inside 1 1 Config-(left) 2 uratioil.s 3 4 5 6 Outside .7 Free-flow Lane Settings 1 1 1 Capacity 1800 2000 1800 Are the North/South phases split (YIN)? y Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume· 16 54 83 Adjusted Hourly Volume 16 54 83 Utilization Factor O.oJ 0.03 0.05 Critical Factors 0.05 ICU Ratio = 0.52 LOS= Turning Movements at Intersection of : Time: 7:45 AM to 8:45 AM Date: 08/02/05 Day : Tuesday Name: Jessica, Michelle Sub- To~ totals w e 338 s 718 0 34 t 380 293 53 A p p r Subtotals Total North Annr (SB) West Annr !RB) East Annr (WB) Left Thru Right Left Thru ~ Left Thru Right 1 1 1 1 1 1 1 2 0 1 0 1 1 3600 0 1800 1800 2000 0 1800 2000 1800 127 71. 12 34 293 53 253 310 264 198 0 12 34 346 0 253 310 264 0.06 0.00 0.01 0.02 0.17 0.00 0.14 0.16 0.15 0.06 0.17 0.14 A Avenida Encinas and Palomar Airport Road North Approach 210 12 71 J t ~ __.. t 7 North +i t 16 54 0 377 153 530 South Approach 563 1 127 l+ r 83 Avenida Encinas 353 L 264 +-310 r 253 Total Subtotals Sub- totals Totals 827 0 1329 502 Palomar Airport Road Note : Left-tum volumes include U-turns. U-turns in bold. E a s t A .p p r A venida Encinas at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Aeer (NB) 4:45 PM to 5:45PM I Left Thru Right Lane Inside I Config -(left) 2 urations 3 1 4 5 6 Outside 7 Free-flow Lane Settings 1 I Capacity 1800 2000 1800 Are the North/South phases split (YIN)? y Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 63 119 412 Adjusted Hourly Volume 63 119 412 Utilization Factor 0.04 0.06 0.23 Critical Factors 0.23 ICU Ratio = 0.75 LOS= · . Turning Movements at ln.tersection of : Time : 4:45 PM to 5:45 PM Date: 08/02/05 Day : Tuesday Nam~ : Jessica, Michelle Sub- To~ totals w e 426 s 782 0 34 t 356 293 29 A p p r Subtotals Total North Annr (SB) West Annr IBB) East A~nr (WB Y Left Thru Right Left Thru Right · Left Thru Right I I , I I I I . I 2 0 I I 0 I I -1 3600 0 1800 1800 2000 0 1800 2000 1800 299 93 31 34 293 29 278 332 234 392 0 31 34 322 0 278 332 234 0.11 0.00 0.02 0.02 0.16 0.00 0.15 0.17 0.13 0.11 0.16 0.15 C A venida Encinas and Palomar Airport Road North Approach 810 423 0 31 93 299 J + L. ___t ---,-+ t 7 North +i t r 63 119 412 0 400 594 994 South Approach Avenida Encinas 387 L 234 . .-332 r 278 Total Subtotals Sub- totals Totals 844 0 1848 1004 Palomar Airport Road Note : Left-tum volumes include U-turns. U-turns in bold. E ·a s t A p p r CITY OF CARLSBAD -TRAFFIC MONITORING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 21 Intersection Location: Palomar Airport Road & Paseo Del Norte Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Paseo Del Norte Count Date: 08/02/05 End ofl5 E/W Street : Palomar Airport Road Day : Tuesday Weather: Sunny South Annroach lNRl File : 2005 Int #21 Data Collected by : Jesus, Sergio, Chin Traffic Control : Signalized North Annroach /SB) West Annroach mm . East A nnroach IWB) Page I of3 15 min Total min. prd. Left U-Tm Thru Riehl Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left . U-Tm Thru Ri•ht Peds Vehicles Peds 6:15 AM , 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM. Peak 8:30AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15PM 6:30PM Max. 15min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour 34 31 32 26 40 40 63 46 40 57 59 29 63 206 63 46 69 64 56 74 68 64 63 49 49 54 74 269 0 II. 8 0 4 0 0 10 8 0 9 0 0 10 14 0 14 0 . 0 23 21 0 25 0 0 19 26 0 17 0 0 20 31 3 26 0 0 28 34 2 41 0 0 35 54 2 45 0 0 21 31 I 33 0- 0 18 28 0 50 0 0 28 30 I 32 0 0 ·J9 24 0 44 0 0 35 54 3 50 0 0 102 147 5 169 0 Intersection Traffic in Pk. Hr. = 4282 Intersection Pdstrns in Pk. Hr. = 17 0 33 40 I 68 0 0 28 38 I 53 0 0 27 24 2 64 0 0 29 22 I 57 0 0 39 31 I 64 0 0 31 29 I 67 0 0 43 42 4 67 0 0 35 40 12 64 0 0 34 38 0 59 0 0 28 38 0 51 0 0 27 34 2 59 0 0 .31 27 I 44 0 0 43 42 12 68 0 0 143 149 17 257 0 Intersection Traffic in Pk. Hr. = 5609 Intersection Pdstrns in Pk. Hr. = 24 5 II 0 22 2 14 0 15 5 14 0 34 10 13 0 41 13 19 0 34 13 15 o· 39 17 23 0 62 16 24 0 63 14 28 2 49 21 36 0 30 7 22 0 45 12 24 I 66 21 36 2 66 68 111 2 204 Peak Hr. Factor 28 77 0 95 32 82 0 84 33 78 0 74 28 68 0 58 40 54 0 88 38 75 0 77 51 80 2 90 44 77 I 87 30 85 0 90 39 76 0 78 37 71 0 67 34 85 0 64 51 85 2 95 163 317 3 344 Peak Hr. Factor 0 222 18 0 5 5 164 10 0 519 0 0 229 17 0 13 6 162 27 0 543 0 I 361 19 0 9 4 177 25 0 719 0 I 423 25 0 9 3 151 39 0 810 0 0. 352 22 0 II 5 193 45 0 796 o· 0 463 23 I 16 4 127 57 I 874 5 I 522 32 3 14 7 201 40 0 _1085 -5 I 633 26 2 17 9 152 40 I 1161 5 3 498 32 2 21 5 159 52 0 986 5 4 470 32 I 36 7· 203 58 I 1050 2 2 422 31 0 20 3 . 195 38 I 934 2 I 452 52 I 23 9 177 48 0 980 2 - 4 633 52 3 36 9 203 58 I 1161 5 9 2123 122 8· 88 28 715 190 2 4282 17 ---0.92 0 256 31 3 35 9 380 66 0 1181 4 I 288 41 I 37 12 417 73 0 1232 2 5 300 55 0 61 II 449 58 0 1308 2 2 299 61 0 40 5 454 62 0 1249 I 4 284 37 I 41 7 523 57 I 1325 3 5 256 52 0 39 2 455 73 I 1273 2 3 299 54 0 51 II 524 70 0 1453 6 4 306 65 2 73 6 556 IOI 0 1522 15 I 282 45 0 54 9 494 77 I 1361 I 3 257 40 5 41 II 457 96 0 1264 5 4 206 47 I 31 II 386 76 0 1105 3 3 225 39 0 49 II ·383 75 0 1124 I 5 306 65 5 73 12 556 IOI I 1522 15 13 1143 · 216 2 217 28 2029 321 2 5609 24 -0.92 .. . ' Paseo Del Norte at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : South AQQr (NB) North A""r /SB\ West Annr !F.B) East Annr (WB) 7:30AM to ' 8:30AM Left Thru Right Left Tliru ~ Left Thru Right Left Thru Right Lane Inside I I ' 1, Contig-(left) 2 I I urations 3 I I I 4 I I I I 5· I I I 6 Outside 7 Free-flow Lane Settings 2 2 0 2 2 0 2 3 0 2 3 Capacity 3600 4000 0 3600 4000 0 3600 6000 0 3600 6000 1800 Are the North/South phases split (YIN}? N Are the East/West phases split (YIN}? N Efficiency Lost Factor 0.10 · Hourly Volume 206 102 147 169 68 III 213 2123 122 II6 715 190 Adjusted Hourly Volume 206 249 0 169 179 0 213 2245 0 Il6 715 190 Utilization Factor 0.06 0.06 0.00 0.05 0.04 0.00 0.06 0.37 0.00 0.03 0.12 0.11 Critical Factors 0.06 0.05 0.37 0:03 ICU Ratio = 0.61 LOS= B , , Turning Movements at Intersection of : Paseo Del Norte and Palomar Airport Road w e s t A p p r Time: 7:30 AM to 8:30 AM North Approach Date : 08/02/05 Day : Tuesday ·Name: Jesus, Sergio, Chin 348 Sub-Ill 68 To..!!!!!.._ totals j t 1041 _t 3499 9 213 2458 2123__.. t 122 7 North i t 206 102 0 Subtotals 278 455 Total 733 South Approach 844 0 169 ~ r 147 Paseo Del Norte 496 L 190 +--715 r II6 Toial Subtotals Sub - totals Totals 1021 28 3488 2467 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. r E a s A p p r Paseo Del Norte at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : 4:45 PM to 5:45PM South Appr (NB) Lane Config - urations Inside 1 (left) 2 3 4 5 6 Outside 7 Free-flow I I Lane Settings 2 2 Capacity 3600 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 269 143 Adjusted Hourly Volume 269 292 Utilization Factor 0.07 0.07 Critical Factors 0.07 ICU Ratio = 0.73 0 0 N N 149 0 ·0.00 LOS= North Annr /SB) 1 I I I 2 2 0 3600 4000 0 257 163 317 257 480 0 0.07 0.12 0.00 0.12 C West Annr ffiB) ,,! 1 I I I I I I I I 2 3 0 2 3 1 3600 6000 0 3_600 6000 1800 357 1143 216 245 2029 321 357 1359 0 245 2029 321 0.10 0.23 0.00 0.07 0.34 0.18 0.10 0.34 , Turning Movements at Intersection of: Paseo Del Norte and Palomar Airport Road w e s t A p p r Time : 4:45 PM to 5:45 PM North Approach Date : 08/02/05 Day : Tuesday Name : Jesus, Sergio, Chin 737 Sub-317 163 To~ totals J t 2628 _j 4344 13 357 1716 1143 __., t 216 7 North ~ t 269 143 0 Subtotals 596 I 561 Total 1157 South Approach 1545 0 257 L. r 149 Paseo Del Norte 808 L 321 ◄ 2u1-9 r 245 · Total Subtotals Sub- totals Totals 2595 28 4172 1577 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 22 Intersection Location: Palomar Airport Road & Armada Drive / Costco Entrance Contents: Tum Movement Count 'Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Dfoision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Annada Drive/Costco Entrance E/W Street : Palomar AilJ)Ort Road Count Date: 08/03/05 Day : Wednesday Weathe'r : Sunny File : 2005 Int #22 Data Collected by : Marie, Raul Traffic Control : Signalized South Annroach fNB) North Annroach (SB) West Annroach tli'.B) End of15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peak 8:30AM Hour 3:45PM 4:00 PM 4:15PM 4:30 PM 4:45PM • 5:00 PM • 5:15 PM • 5:30PM • 5:45 PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30PM Peak 5:30PM Hour - Left U-Trn Thru Right Peds Left U-Trn Thru Right Peds Left U-Trn Thru Ri•ht Peds 10 0 2 7 1 2 0 11 0 2 4 0 2 0 20 -0 0 9 0 2 0 17 15 12 18 13 14 20 31 27 31 65 74 86 73 71 76 59 65 78 69 80 61 -52 .86 278 0 0 10 0 0 2 13 1 0 2 16 0 0 12 17 0 0 3 11 0 0 6 15 0 0 3 15 0 0 1 19 0 0 3 17 0 0 12 19 1 0 24 58 0 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 0 is 64 0 0 8 46 0 0 8 54 1 0 3 48 0 0 3 50 0 0 8 54 2 0 5 42 0 0 8 58 0 0 6 58 0 0 9 48 0 0 12 46 1 0 6 64 0 0 15 64 2 0 24 204 2 11 6 8 12 17 20 10 7 12 20 59 56 42 57 46 50 58 85 38 36 44 30 20 85 231 0 0 0 0 0 0 1 0 1 1 1· --·-3542 4 0 0 1 O· 0 0 0 0 0 0 0 0 1 0 Intersection Traffic in Pk. Hr. = 4623 Intersection Pdstrns in Pk. Hr. = 9 1 .1 2 o· 6 2 5 2 3 2 5 8 8 12 9 13 12 6 14 20 14 9 17 9 12 19 20 57 5 0 13 2 196 7 1 4 1 14 0 258 9· 1 3 0 21 0 334 18 0 8 0 17 1 359 17 0 5 0 20 3 366 23 1 5 0 35 1 423 17 2 8 0 48 0 473 · 23 1 11 0 63 0 602 27 0 21 0 30 ·2 396 36 2 9 0 33 2 421 49 1 16 0 23 4 365 22 1 21 0 30 5 423 31 0 21 1 63 5 602 49 2 49 0 174. 4 1892 135 4 Peak Hr. Factor ---0.88 42 2 15 10 208 41 1 40 0 29 .12 202. 25 0 53 0 25 15 143 38 0 41 0 33 18 209 26 0 50 0 22 14 220 18 0 82 1 28 16 247 15 I. 68 1 18 9 193 26 0 52 0 19 10 250 28 1 52 0 32 19 212 28 1 27 0 12 9 152 26 1 31 1 17 15 158 25 0 39 0 14 5 238 37 2 82 2 33 19 250 41 2 252 2 87 49 910 87 .2 Peak Hr. Factor .,, 0.96 Page I of3 East Annroach (WB) 15 min Total Left U-Trn Thru Rioht Peds Vehicles Peds 3 0 166 13 0 427 2 10 0 175 15 0 505 2 12 0 212 26 1 659 1 . 6 0 179 29 0 654 0 13 0 186 22 2 680 4 11 0 198 31 3 761 5 14 0 191 54 0 875 1 5 0 196 58 0 1008 0 6 0 210 52 -0 8ll 2 11 0 228 44 0 848 1 14 0 207 23 o. 737 1 11 2 254 24 0 869 0 14 2 254 58 3 1008 5 36 0 825 208 0 ·3542 4 50 1 434 13 0 1032 . 3 61 0 363 19 1 946 1 46 0 443 20 0 988 1 31 0 323 19 0 874 0 49 0 571 18 0 1155 0 48 0 427 14 2 1076 6 45 0 591 23 1 1184 2 88 o· 533 · 37 0 1208 1 64 0 501 18 0 1112 1 71 0 438 9 0 934 1 64 0 431 19 1 921 3 74 · 0 316 20 0 904 2 88 1 591 37 2 1208 6 230 0 2122 92 3 4623 9 Armada Drive/Costco Entrance at Pal!)mar Airport Road Lane Configuration for Intersection Capacity Utilii.ation Page2 of3· Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings 2 I Capacity 3600 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor · 0.10 Hourly Volume 65 24 Adjusted Hourly Volume 65 82 Utilization Factor 0.02 0.04 Critical Factors 0.04 ICU Ratio = 0.50 0 0 N N 58 0 0.00 LOS= North A r SB· . I I 2 3600 60 60 0.02 0.02 A I I I 2000 1800 12 49 ·12 49 O.DI 0.03 WestA r B I I 2 3 l I 3 I 3600 6000 1800 1800 6000 1800 178 1892 135 36 825 208 178 1892 135 36 825 208 0.05 0.32 0.08 0.02 0.14 0.12 0.32 0.02 · Turning Movements at Intersection of: Armada Drive/Costco Entrance and Palomar Airport Road w e s t A p p r Time: 7:30AM to 8:30 AM Date : 08/03/05 Day : Wednesday Name : Marie, Raul Sub - To~ totals 943 3148 4 178 North Approach 49 J __t 121 12 t 2205 1892 ~ t Subtotals Total 135 7 183 i 65 0 330 North t 24 147 South Approach 528 1 60 l+ r 58 Armada Drive/Costco Entrance 407 ~08 .. 825 ... 36 Total Subtotals Sub- totals Totals ·1069 0 3078 2009 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r / Armada Drive/Costco Entrance at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page3 of3 East Annr IWBl Pk. Hr. Time Period : 4:30 PM to 5:30PM South Appr (NB) Lane Config • urations Inside (left) Outside Free-flow I 2 3 1 4 5 6 7 Lane Settings 2 1 Capacity 3600 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 278 24 Adjusted Hourly Volume 278 228 Utilization Factor 0.08 O.J\ Critical Factors 0.08 ICU Ratio = 0.71 1 0 0 N N 204 0 0.00 LOS= North Annr /SB) 1 2 1 ' 1 3600 2000 1800 231 57 252 231 57 252 0.06 0.03 0.14 0.14 C West Annr /EB) 1 1 . 1 . 1 1 1 2 3 1 1 3 1 3600 6000 1800 1800 6000 1800 136 910 87 230 2122 92 136 910 87 230 2122 92 0.04 0.15 0.05 0.13 0.35 0.05 0.04 0.35 Turning Movements at Intersection of: . Armada Drive/Costco Entrance and Palomar Airport Road Time : 4:30 PM to 5:30 PM North Approach Date: 08/03/05 Day : Wednesday Name : Marie, Raul 540 Sub· 252 57 To~ totals J t w e 2701 136" ___j, s 3834 49 t t 1133 910 ---+ 87 7 A North p p i t r 278 24 r 0 Subtotals 374 506 Total 880 South Approach 743 0 231 L. r 204 Armada Drive/Costco Entrance 203 L 92 .._.:..-2122 r 230 Total Subtotals Sub- totals Totals 2444 0 . 3789 . 1345 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ( CITY OF CARLSBAD TRAFFIC MONITORING .PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 23 Intersection Location: Palomar Airport Road & College Boulevard/Aviara Parkway Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P .M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 ... RICK· ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : College Boulevard/ A viara Parkway E/W Street : Palomar Airport Road Count Date: 08/03/05 Day: Wednesday Weather : Sunny File : 2005 Int #23 Data Collected by : David, Tom, Chin Traffic Control : SignaHzed South Annroach INR\ North Annroach (SB) West Annroach /EBl End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM . . 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk.Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM • 5:00PM • 5:15PM • 5:30PM • 5:45 PM 6:00PM 6:15PM 6:30PM Max. 15 min. ·Pk. Hr. Vol. 4:30PM Peak 5:30PM Hour Left 10 14 17 20 23 34 41 44 25 16 26 30 44 126 35 35 25 22 31 24 28 39 44 25 27 33 44 122 U-Tm Thru Ri•ht Peds 0 10 5 0 0 17 11 0 0 15 26 0 0 48 31 I 0 52 36 0 0 64 54 0 0 102 95 0 0 153 106 0 0 IOI 67 I 0 72 72 0 0 78 64 I 0 54 89 0 0 153 106 I 0 428 340 I Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. I 35 50 0 I 27 25 0 0 23 18 0 0 20 31 0 0 40 26 0 0 24 15 I 0 20 15 0 0 25 19 0 0 33 18 0 I 25 10 0 0 19 17 0 0 19 13 0 I 40 50 I 0 109 75 I Left 5 12 14 12 23 6 30 25 17 13 2 10 30 85 8 14 18 14 15 13 10 3 I 0 I 0 18 41 U-Tm 0 0 0 ., . ._ 0 0 0 0 0 0 0 0 0 ' 0 0 4024 7 0 0 0 I 0 0 0 0 0 0 0 0 I 0 Intersection Traffic m Pk. Hr. -4421 Intersection Pdstms in Pk. Hr. 2 Thru Ri•h Peds Left U-Tm Thru Ri•'t Peds Left 15 14 0 46 0 Ill. 6 0 4 15 14 0 56 0 193 3 0 8 11 15 0 53 0 213 5 0 16 19 19 0 80 0 292 6 I 13 18 25 0 77 0 281 ' 9 0 8 II 6 0 106 0 306 10 4 9 22 21 0 119 0 339 II 2 10 24 23 0 117 0 409 II I 18 19 15 0 139 0 310 8 3 21 19 19 0 124 0 384 7 0 18 21 22 0 111 0 ·242 21 0 24 . 38 88 I 103 I 342 25 1. 12 38 88 I 139 I 409 25 4 24 84 78 0 499 0 1442 37 6 67 Peak Hr. Factor 0.88 43 41 . I 41 0 239 50 0 36 67 93 0 36 I . 274 51 0 29 60 82 0 49 0 258 71 I 47 65 82 0 38 I 210 66 0 46 70 78 0 27 0 186 69 I 54 104 136 0 19 0 187 64 0 48 132 145 0 32 0 236 84 0 67 107 115 0 37 0 173 73 0 91 74 65 0 37 0 204 58 0 54 72 72 0 24 0 197 56 0 47 43 48 I 20 0 172 55 1 54 0 0 0 32 0 192 55 0 41 132 145 I 49 I 274 84 I 91 413 474 0 115 0 782 290 I 260 Peak Hr. Factor 0.89 East A no roach IWB) U-Tm Thru Ri•ht 0 147 4 0 156 6 0 200 5 0 155 5 0 186 5 0 160 12 0 186 12 0 200 14. 0 182 12 0 220 12 I 165 12 2 196 14 2 220 14 0 788 50 0 345 15 0 313 32 0 321 21 0 291, 36 I 410 . 34 0 357 14 0 446 27 I 421 29 0 351 12 0 312 11 0 339 14 0 256 12 I 446 36 2 1634 104 Page I of3 15 min Total Peds lvebicles Peds 2 377 2 0 505 0 0 590 0 0 700 2 1 743 1 0 778 4 0 988 2 0 1144 I 0 916 4 0 976 0 0 789 I 0 1004 2 2 1144 4 0 4024 7 0 93.9 1 0 998 0 0 993 1 0 923 0 0 1041 1 0 1005 1 0 1242 0 0 1133 0 0 951 0 0 852 0 0 809 2 I 653 I I 1242 2 0 4421 2 College.Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2 of3 \ Pk. Hr. Time Period : South AQQr (NB) North Annr (SB\ • West Annr r,,B\ EastA""r /WR\ 7:30AM to 8:30AM Left Thru Right Left Thru Right Left . Thru Right Left Thru Right Lane Inside 1 Config -(left) . 2 1 . 1 1 uratfons 3 I I 4 1 1 5 1 6 I Outside 7 Free-flow Lane Settings 2 2 1 1 0 2 2 3 I 2 3 1 Capacity 3600 4000 1800 1800 0 3600 3600 6000 1800 360°0 6000 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 126 428 340 85 84 78 499 1442 37 67 788 50 Adjusted Hourly Volume 126 428 340 85 0 162 499 1442 · 37 67 . 788 50 Utilization Factor 0.04 0.11 0.19 0.05 0.00 0.05 0.14 0.24 0.02 0.02 0.13 0.03 Critical Factors · 0.19 0.05 0.14 0.13 ICU Ratio = 0.61 LOS= B , Turning Movements at Intersection of: College Boulevard/Aviara Parkway and Palomar Airport Road Time : 7:30 AM to 8:30AM North Approach Date: 08/03/05 Day : Wednesday Name : David, Tom, Chin 247 Sub-78 84 To~ totals J + w e 992 ~ s 2970 0 499 t t 1978 1442__.. 37 7 A North p p ~ t r 126 428 0 Subtotals 188 894 Total 1082 South Approach 1224 0 85 L. i 340 College Boulevard/Aviara Parkway 977 L 50 +--788 r 67 Total Subtotals · Sub- totals Totals 905 0 2772 1867 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r College Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page3 of3 '· Pk. Hr. Time Period : 4:30PM to 5:30PM South Appr (NB) Lane Config - urations Inside. (left) 1 2 3 4 5 6 Outside 7 Free-flow. Lane Settings 2 2 Capacity 3600 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 122 109 Adjusted Hourly Volume 122 109 Utilization Factor 0.03 0.03 Critical Factors 0.03 ICU Ratio = 0.68 1 1 1800 N N 75 75 0.04 LOS= North A r SB I' 1 0 2 1800 0 3600 41 413 474 41 0 887 0.02 0.00 0.25 0.25 B WestA r B ·1 1 1 1 1 1 1 1 2 3 2 3 1 3600 6000 1800 3600 6000 1800 115 782 290 262 1634 104 115 782 290 262 1634 104 0.03 0.13 0.16 0.07 0.27 0.06 0.03 0.27 Turning Movements at Intersection of: College Boulevard/Aviara Parkway and Palomar Airport Road Time : 4:30 PM to 5:30 PM North Approach Date: 08/03/05 Day : Wednesday Name : David, Tom, Chin 928 . Sub-474 413 To~ totals J + w e 2230 _t s 3417 0 115 t t 1187 782 ~ 290 7 A North p p +i t r 122 109 0 Subtotals 963 306 Total 1269 South Approach 1256 0 41 L. r 75 College Boulevard/Aviara Parkway. 328 L 104 -+--1634 r 262 Total Subtotals Sub - totals Totals 2000 2 2900 900 Palomar Airport Road . Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROG.RAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 24 Intersection Location: Palomar Airport Road & Camino Vida Roble Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram .. ,,, ' P.M. Peak Hour ICU Analysis an/I Tum Movement Diagram Pagel Page2 Page3 ·RICK ENGINEERING COMPANY Transportation Didsion ' RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Camino Vida Roble E/W Street : Palomar Airport Road Count Date: 08/03/05 End of 15. min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7: 15 AM Peale 8:15 AM Hour 3:45PM 4:00PM 4:15 PM 4:30.PM 4:45PM • 5:00PM • 5:15 PM • 5:30PM • 5:45PM 6:00PM 6:15PM ,6:30PM Max. 15 min. Pk. Hr. Vol. 4:30 PM Peale 5:30PM Hour Left 14 7 14 17 26 9 12 20 10 20 38 25 38 51 65 79 78 53 85 76 139 80 63 50 62 47 139 380 Day : Wednesday Weather: Sunny South Annroach INRl U-Tm Thro Ri•ht Peds Left 0 2 5 0 0 4 3 1 0 2 7 0 0 3 8 0 0 5 13 0 0 II 6 0 I 12 8 0 0 9 3 0 0 5 4 I 0 7 4 0 0 12 12 0 0 16 9 0 I 16 13 1 I 37 21 1 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 5 29 0 0 4 32 I 0 2 35 0 0 7 31 0. 0 5 52 0 0 4 20 0 0 6 48 0 . 0 4 26 0 0 2 19 0 0 3 20 0 3 3 3 3 2 8 8 13 10 6 12 6 13 39 17 47 43 25 43 25 42 42 34 13 0 I 21 0 · 23 0 1 14 0 0 7 52 I 0 19 146 0 Intersect10n Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 17 47 152 File : 2005 Int #24 Data Collected by : Jessica, Michelle Traffic Control : Signalized North A ••roach ISBl West A ""roach "'B' U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2854 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3225 3 Thro 0 0 I I I 0 3 5 3 I I 8 8 11 8 12 14 12 17 15 12 17 21 12 8 8 21 61 Ri•ht Peds Left I 0 4 3 0 7 4 I 17 4 0 10 2 0 II 1 0 3 5 0 15 12 2 14 13 0 14.· II 0 28,. 9 0 2.3 4 0 25 13 2 28, 31 2 46, Pealc Hr. Factor 12 0 16 24 0 9 18 0 15 24 I 8 21 0 13 20 2 8 30 0 8 25 0 6 19 O· 7 23 0 5 29 I 8 23 0 4 30 2 16 96 2 35 Pealc Hr. Factor U-Tm Thro Rinht .Peds Left 0 90 14 0 20 0 151 30 I 15 1 195 48 0 14 0 215 68 0 40 0 219 65 0 44 0 281 106 0 44 0 273 89 I 45 0 212 100 0 48 I 299 115 1 44 0 192 59 I 36 I 211 66 0 37 1 229 87 1 24 1 299 115 I 48 1 1065 410 2 181 0.95 0 266 31 0 15 I 240 44 0 9 I 275 42 0 16 0 222 45 0 7 1 278 47 0 11 0 226 30 I 13 I 236 42 0 13 0 297 39 0 16 I 235 35 0 16 0 226 43 0 9 0 183 21 0 8 0 244 28 0 12 I 297 47 I 16 2 1037 158 I 53 0.93 East A --roach /WBl U-Tm Thro Ri•ht 8 148 17 17 169 21 2 209 34 2 167 42 4 173 32 2 182 50 2 207 37 I 198 47 6 177 51 2 177 57 2 177 35 2 178 37 17 209 57 11 764 185 2 252 12 0 210 6 0 245 5 0 208 12 0 284 7 2 216 9 I 244 8 0 308 7 0 i59 8 I 206 4 2 211 5 I 198 2 2 308 12 3 1052 31 Page I of3 15 min Total Peds iuehicles Peds 0 326 0 0 430 2 0 551 1 0 580 0 0 597 0 0 703 0 Q 717 1 0 682 2 0 752 2 0 600 1 0 636 0 0 651 I 0 752 2 0 2854 5 0 730 0 0 717 I 0 789 0 0 654 1 0 864 0 0 664 3 0 830 0 0 867 0 0 719 0 0 615 0 0 582 1 0 · 599 0 0 867 3 0 3225 3 '· Camino Vida Roble at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2 of3 · Pk. Hr. Time Period : South Aeer (NB) North Annr /SB) West Annr /FB) East Annr /WB) 7:15 AM to 8:15 AM ~ Thru ~ Left Thru Right Left Thru Righi Left .Thru ~ Lane Inside 1 1 Config-(left) 2 I 1 I 1 urations 3 1 1 I ' I I 4 1 ' I I 5 I I I I 6 Outside 7 Free-flow Lane Settings 2 I 0 1 1 1 1 3 0 1 3 0 Capacity 3600 2000 0 1800 2000 1800 1800 6000 0 1800 6000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume· 52 37 21 39 11 31 47 1065 410 192 764 185 Adjusted Hourly Volume 52 58 0 39 11 31 47 1475 0 192 949 0 Utilization Factor 0.01 0.03 0.00 0.02 O.o! 0.02 0.03 0.25 0.00 0.11 0.16 0.00 Critical Factors 0.03 0.02 0.25 0.11 ICU Ratio = 0.51' LOS= A Turning Movern~nts at Intersection of: Camino Vida Roble and Palomar Airport Road w e s t A p p r Time: 7:15 AM to 8:1~ AM Date : 08/03/05 Day : Wednesday Name : Jessica, Michelle Sub- To~ totals 847 2369 1 47 North Approach 31 J _t ·81 11 + 1522 1065 ~ t Subtotals -Total 410 7 603 i 52 1 713 North t 37 110 South Approach 349 0 39 L. i 21 · Camino Vida Roble 268 L 185 +-· 764 r 192 11 Total Subtotals Sub- totals 1141 1136 Totals 2277 Palomar Airport Road Note : Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r Camino Vida Roble at Palomar Airport Road L_ane Configuration-for Intersection Capacity Utilization Page 3 of3 East Annr /WB) , Pk. Hr. Time Period : South Appr (NB) ~ 4:30 PM to 5:30PM Lane Config • urations Inside (left) Outside Free-flow Lane Settings Capacity 2. 3 1 4 5 6 7 2 3600 2000 Are.the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume . 380 19 Adjusted Hourly Volume 380 165 Utilization Factor 0.11 0.08 · Critical Factors 0.08 ICU Ratio = 0.49 0 0 N N 146 0 0,00 LOS= ' North Annr (SB) West AnnrfEB) ; I 1 I 1 I I 1 1 I I 3 0 1 3 0 1800 2000 1800 1800 6000 0 1800 6000 0 152 61 96 37 1037 158 56 1052 31 152 61 96 37 1195 0 56 1083 0 0.08 0.03 0.05 0.02· 0.20 0.00 O.o3 0.18 0.00 0.08 0.20 0.03 A Turning Movements at Intersection of : Camino Vida Roble and Palomar Airport Road w· e s t A p p r Time : 4:30 PM to 5:30 PM Date : 08/03/05 Day : Wednesday Name : Jessica, Michelle Sub- Totals totals 1530 2762 2 North Approach 96 J 37 ___t 1232 1037 ____.. 158 Subtotals Total 7 272 ~ 380 0 817 South Approach 394 309 0 61 152 + ~ t North t r 19 146 545 Camino Vida Roble 85 • L 31 +-1052 r 56 3 Total Subtotals Sub- totals 1139 1338 Totals 2477 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFfIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 25 Intersection Location: Palomar Airport Road & Yarrow Drive Contents: Tum Movement Count Summary (A.M. and P.M.) · A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation D!vision ', RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Yarrow Drive Count Date: 08/03/05 E/W Street : Palomar Airport Road Day: · Wednesday Weather: Sunny File : 2005 Int #25 Data Collected by: Jesus, Sergio Traffic Control : Signalized South A nnroach /NB) North A--roach fSB\ West Annroach tF.B) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15AM Peak 8:15AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM • 5:00PM • 5:15PM • 5:30PM • 5:45PM 6:00PM 6:15 PM 6:30PM Max, 15min. Pk. Hr. Vol. 4:30PM Peak 5:30PM Hour Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri~ht Peds 5 0 I 3 0 2 0 1 8 0 8 0 69 8 0 0 0 0 3 0 4 0 0 4 1 9 0 131 . 21 1 2 0 0 4 0 1 0 0 5 0 6 0 194 21 0 2 0 0 1 0 0 0 0 3 0 15 1 187 18 0 1 0 2 3 1 2 0 0 2 0 12 0 173 32-o· 3 0 0 II 0 1 0 6 1 2 12 0 197 40 I 8 0 2 5 0 4 0 2 II 0 · 13 0 258 38-0 2 0 5 14 0 3 0 1 3 0 22 2 269 78 0 4 0 1 12 0 6 0 2 6 0 19 2 191 36 0 15 0 I 7 0 8 0 0 12 0 16 0 226 36 0 6 0 4 10 0 5 0 0 5 0 15 0 191 29 0 6 0 2 11 0 4 0 2 8 0 14 0 195 31 0 15 0 5 14 I 8 0 6 12 2 22 2 269 78 I 17 0 8 42 0 14 0 II 21 2 66 4 915 192 l Intersection Traffic in Pk. Hr. = 2820 Peak Hr. Factor ---0.88 Intersection Pdstrns in Pk. Hr. = 5 19 0 I 68 0 5 0 2 12 0 11 0 284 19 0 • 26 0 4 59 0 12 0 3 12 I 8 2 333 17 I 26 0 3 95 0 14 0 6 II I 9 I 319 14 0 24 0 4 50 0 8 0 8 24 0 II 0 295 25 I 41 0 I 62 0 18 0 3 14 I 7 I 380 12 0 33 0 I 66 I 13 0 2 20 1 7 0 254 18 0 44 0 . 0 64 0 14 0 3 17 0 8 I 343 20 0 32 0 5 37 0 14 0 6 18 0 II 0 292 13 0 33 0 2 46 0 22 0 6 24 o· 2 0 325 21 0 26 0 I 40 0 31 0 7 5 0 7 4 247 14 0 31 0 I · 35 0 12 0 2 13 0 5 2 244 8 0 24 0 0 23 0 18 0 3 10 0 ·3 2 255 8 0 44 0 5 95 I 31 0 8 24 I II 4 380 25 I 150 0 7 229 I 59 . 0 14 69 2 33 2 1269 63 0 Intersection Traffic in Pk. Hr. = 2949 . Peak Hr. Factor 0.91 Intersection Pdstrns iri Pk. Hr. = 4 Page 1 of3 East Annroach IWB) 15 min Total Left U-Tm Thru Right Peds ~ ehicles Peds 33 0 196 11 0 345 0 47 () 229 8 0 . 456 2 41 0 232 12 0 518 0 78 2 263 7 0 577 0 70 0 227 10 0 534 I 80 1 301 21 1 674 4 53 I 269 23 0 687 0 70 0 303 32 I 804 I 48 0 306 22 0 655 0 71 2 244 14 0 652 0 45 2 242 14 0 568 0 45 4 256 14 0 592 0 80 4 306 32 1 804 4 251 2 1179 98 "2 2820 5 25 3 . 253 7 3 709 3 22 2 184 6 I 690 3 24 3 215 5 0 745 1 30 2 186 11 0 678 I 16 4 239 10 0 808 I 22 4 186 7 I 633 3 15 2 218 6 0 755 0 23 3 293 6 0 753 0 18 2 268 10 0 779 0 12 5 183 7 0 589 0 9 1 215 3 0 581 0 5 0 178 3 0 532 0 30 5 . 293 II 3 808 3 76 13 936 29 1 2949 4 • Yarrow Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr /WB) \ Pk. Hr. Time Period : 7:15 AM to South Appr (NB) 8:15 AM Lane Config- urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 17 8 Adjusted Hourly Volume 17 8 Utilization Factor 0.01 0.00 Critical Factors 0.01 ICU Ratio = 0.45 ': Turning Movements at Intersection of : Time: 7:15 AM to 8:15 AM Date: 08/03/05 Day : Wednesday Name : Jesus, Sergio Sub- To~ totals w e 1221 s 2398 4 t 1177 A p p r 0 0 N N 42 42 0.00 LOS= 70 915 192 Subtotals Total North A nnr ISB\ West Annr IFB) I 0 I 0 I 0 2000 0 1800 14 11 21 70 0 46 0 70 0.00 0.02 0.00 0.04 0.02 A Yarrow Drive North Approach 218 46 0 21 11 14 J + L. ___t _.. t 7 North i t r 17 8 42 0 454 67 521 South Approach I I I 3 6000 915 1107 0.18 0.18 0 0 192 0 0.00 I I 3 0 1800 6000 0 253 1179 98 253 1277 0 0.14 0.21 0.00 0.14 and Palomar Airport Road Yarrow Drive Total 172 Subtotals Sub- totals Totals L 98 ~ 1179 1530 t 253 2 2503 973 Palomar Airport Road Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r Yarrow Drive at Palomar Airport Road Lan~ Configuration for Intersection Capacity Utilizatio~ Page 3 of3 East An~r /WB) Pk. Hr. Time Period : 4:30 PM to 5:30PM South Appr_(NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 .Free-flow Lane Settings Capacity I 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 150 7 Adjusted Hourly Volume 150 7 Utilization Factor 0.08 0.00 Critical Factors 0.08 ICU Ratio = 0.52 0 0 N N 229 229 0.00 LOS= I 0 I 0 1 0 2000 0 1800 59 14 69 35 0 142 0 35 0.00 0.07 0.00 0.02 O.Q7 A Turning Movements at Intersection of : Yarrow Drive w e s t A p p r Time : 4:30 PM to 5:30 PM Date : 08/03/05 Day : Wednesday Name : Jesus, Sergio Sub- To~ totals 1157 2524 2 1367 Subtotals Total North Approach 69 J ___j 35 1269-->- 63 142 14 + t 7 i North 153 150 0 539 South Approach t 7 386 211 0 59 ~ r 229 I 1 1 3 6000 1269 1332 0.22 0.22 0 0 63 0 0.00 I I 1800 89 89 0.05 0.05 I I I 3 6000 936 965 0.16 1 0 0 29 0 0.00 and Palomar Airport Road Yarrow Drive 69 L 29 ~ 936 r 89 Total , Subtotals Sub - totals Totals --- 1054 13 2624 1570 Palomar Airport Road Note : Left-turn volumes include U-tums. U-tums in bold, E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM ' . SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 26 Intersection Location: Palomar Airport Road & El Fuerte Street Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P .M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 . RICK ENGINEERING COMPANY Transportation Dfoision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Fuerte Street Count Date: 07/21/05 E/W Street : Palomar Airport Road Day : Thursday Weather: Sunny. File : 2005 Int #26 Data Collected by: Mike Y. (AM) Deena (PM), Raul Traffic Control : Signalized South Annroach INR\ North Annroach (SB) West Annroach lli'.B) East Annroach (WB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15AM • 8:30AM 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7: 15 AM Peale 8:15AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM • 5:00PM • 5:15 PM • 5:30PM • 5:45 PM - 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30 PM Peak 5:30 PM Hour .Left U-Tm Thru Ri•ht Peds Left U-Tm - 5 0 3 2 0 9 0 6 0 2 8 2 12 0 4 0 1 9 0 8 0 14 0 6 6 0 7 0 12 0 4 3 0 11 0 16 0 2 6 0 12 0 15 0 2 10 0 12 0 14 0 7 14 0 19 0 12 0 5 8 0 10 0 10 0 3 8 0 14 0 15 0 1 5 0 10 0 13 0 4 11 0 19 0 16 0 7 14 2 19 0 57 0 16 38 0 53 0 Intersection Traffic m Pk Hr. -4711 Intersection Pdstrns in Pk. Hr. 0 7 0 2 50 o, 6 0 0 26 0 7 0 2 14 0 8 0 0 8 0 7 0 1 11 0 8 0 0 8 0 4 0 0 9 0 I 0 0 12 0 9 0 0 0 0 4 0 0 17 0 9 0 0 13 0 2 0 17 11 0 9 0 17 50 0 20 0 1 40 0 Intersect1on Traffic m Pk Hr. ' Intersection Pdstrns in Pk Hr. 74 46 117 62 74 69 109 77 91 44 59 27 117 329 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4598 2 Thru 0 0 1 0 2 I I 0 0 2 2 1 2 2 2 2 8 I 3 3 10 6 2 2 7 5 10 ·22 Right, Peds Left U-Tm Thru Rirnt Peds Left U-Tm Thru Ri•ht 4 o· 25 5 134 6 0 22 0 499 16 6 0 28 2 117 13 0 57 2 521 29 2 0 74 7 227 15 0 62 I 630 47 3 0 122 16 211 25 0 46 2 584 61 5 0 74 15 211 7 0 31 0 557 68 3 0 114 14 272 I .o 15 I 610 47 5 0 121 25 292 5 0 4 0 738 43 6 '0 180 30 244 7 0 20 3 561 46 6 .o 129 33 283 12 0 9 I 637 28 11 0 110 28 266 7 0 7 I 476 37 6 0 71 18 224 5 0 11 2 514 19 6 0 65 23 244 7 0 6 3 434 30 11 0 180< 33 292 25 0 62 3 738 68 20 0 544-102 1091 25 0 48 5 2546 164 Peale Hr. Factor 0.93 25 0 27 5 524 3 0 15 15 386 8 31 0 25 2 513 7 0 8 5 308 2 39 0 28 I 553 10 0 6 10 321 2 22 0 17 5 .455 3 0 2 3 306 5 34 0 19 4 625 7 0 6 9 367 6 37 0 36 4 472 12 0 5 4 325 7 71 0 6 I 643 9 0 9 3 •. 3~'.l 0 41 0 7 7 6_QI 8 I 3 9 331 5 37 0 14 3 646 5 0 4 5 .310 5 18 0 8 2 535 9 0 8 2 255 3 23 0 7 3 557 I 0 4 2 256 1 11 0 7 2 458 12 0 4 1 231 I 71 0 36 7 691 12 I 15 15 386 8 ' 183 0 68 16 2431 36 I 23 25 1386 18 Peale Hr. Factor 0.93 Page I of3 15 min Total Peds Vehicles Peds 0 730 0 0 803 2 0 1088 0 1 1103 I 0 1000 0 0 1114 0 o· 1273 0 0 1151 0 -0 1173 0 0 980 0 0 903 0 0 866 0 1 1273 2 0 4711 0 0 1143 0 0 981 0 0 1118 0 0 897 0 0 1173 0 0 990 0 0 1237 0 I 1198 2 0 1131 0 0 907 0 0 942 0 0 789 0 1 1237 2 I 4598 2 ·El Fuerte Street at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2 of3 EastAnnr{WB\ Pk. Hr. Time Period : 7:15 AM to 8:15AM South Appr (NB) Lane. Config- urations . Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 4 5 6 7 I I I 1 2 2 3600 4000 Are the North/South phases split (YIN)? Are the East/West phases. split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 57 16 Adjusted Hourly Volume 57 54 Utilization Factor 0.02 0.00 Critical Factors 0.02 ICU Ratio = 0.76 ·o 0 N N 38 0 0.00 0.00 LOS= North Annr !SB\ West Appr (EB) I I I 1 1 1 1 1 I 1 2 2 0 2 3 0 1 3 0 3600 4000 0 3600 6000 0 1800 6000 0 53 2 20 646 1091 25 53 2546 164 53 22 0 646 1116 0 53 2710 0 0.01 0.01 0.00 0.18 0.19 0.00 0.03 0.45 0.00 O.oI 0.18 0.45 C Turning Movements at Intersection of: El Fuerte Street and Palomar Airport Roa~ w e s t A p p r Time: 7:15 AM to 8:15 AM North Approach Date : 07 /21/05 . Day : Thursday Name : Mike Y. (AM) Deena (PM), Raul 75 Sub- To..!!!l!..._ totals 2725 4487 102 646 20 J ~ 1762 1091_.. Subtotals Total 25 7 75 i 57 0 186 South Approach 2 t t North t 16 111 799 0 53 L. r 38 El Fuerte Street 724 L 164 +-2546 r 53 5 Total Subtotals Sub- totals 2763 1187 Totals 3950 Palomar Airport Road Note : Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r El Fuerte Street at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr /WB) Pk. Hr. Time Period : 4:30PM , to 5:30PM South Appr (NB) Lane Config. urations Inside (left) Outside Free-flow I I 2 I ·3 I 4 I 5· 6 7 Lane. Settings 2 2 Capacity 3600 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0,10 Hourly Volume 20 Adjusted Hourly Volume 20 41. Utilization Factor 0.01 0.01 Critical Factors 0.01 ICU Ratio = 0.64 0 0 N N ·40 0 0.00 0,00 LOS= North Annr /SB) I I I I I 2 2 0 3600 4000 0 329 22 183 329 205 0 0.09 0.05 0.00 0.09 B West Annr /RB) • I I I I I I 1 I 2 3 0 I 3 0 3600 6000 0 1800 6000 0 84 2431 36 48 1386 18 84 2467 0 48 1404 0 0,02 0.41 0,00 0,03 0.23 0,00 0.41 0.03 ( Turning Movements at Intersection of: El Fuerte Street and Palomar Airport Road w e s t A p p r ( Time : 4:30 PM to 5:30PM Date : 07 /21/05 Day : Thursday North Approach Name : Mike Y. (AM) Deena (PM), Raul Sub- Totals totals 1605 4156 2551 16 84 _t 2431 ____.. Subtotals Total 36 7 81 183 J ~ 20 0 142 534 22 + t North t 61 South Approach 621 0 329 ~ r 40 El Fuerte Street 87 L 18 +-1386 r 48 25 Total Subtotals Sub- totals 1452 2825 _Totals 4277 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tunis in bold, E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 27 Intersection Location: Palomar Airport Road and Melrose Drive Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement.Diagram P,M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 "' ENGINEERING COMPANY Transportation Dic1ision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Melrose Drive Count Date: 07/21/05 E/W Street : Palomar Airport Road Day : Thursday Weather: Sunny File : 2005 Int #27 Data Collected by: David, Tom S. Traffic Control : Signalized South Aooroach (NB) North Annroach (SB\ West Annroach /li'.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM • 7:15AM • 7:30AM • 7:45AM • 8:00AM 8:15AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 6.45AM Peak 7:45AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM 4:45PM • 5:00PM • 5:15 PM • 5:30PM • 5:45 PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30 PM Peak 5:30 PM Hour Left 34 37 64 67 60 85 124 103 99 89 76 78 124 336 56 45 56 54 43 54 48 46 43 49 34 35 56 191 U-Tm Thru Right Peds Left U-Tm 0 0 6 0 0 0 0 0 14 0 0 0 0 0 20 0 0 0 0 0 34 I 0 0 0 0 41 0 0 0 0 0 37 0 0 0 0 0 63 0 0 0 0 0 53 0 0 0 0 0 64 0 0 0 0 0 58 0 0 0 0 0 65 o· 0 0 0 0 48 0 0 0 -0 0 65 1 0 0 0 0 175 1 0 0 Intersecllon Traffic ID Pk. Hr. -3850 Intersection Pdstms in Pk. Hr. _ 2 0 0 69 0 0 0 0 0 48 0 0 0 0 0 46 0 0 0 0 0 55 0 0 0 0 0 50 0 ·o 0 0 0 55 0 0 0 0 0 61 0 0 0 0 0 46 0 0 0 0 0 44 0 0 0 0 0 53 0 0 0 0 0 42 0 0 0 0 0 35 0 0 0 0 0 69 0 0 0 0 0 212 0 0 0 Intersect1on Traffic ID Pk. Hr. -4595 Intersection Pdstms in Pk. Hr. 11 · Thru Right Peds Left U-Tm Thro Ri•ht Peds 0 o· 0 0 0 93 23 0 0 0 0 0 0 111 29 0 0 0 0 0 0 141 43 0 0 0 0 0 0 194 38 1 0 0 0 0 0 170 26 0 0 0 0 0 0 214 43 0 0 0 0 0 0 276 33 0 0 0 0 0 0 263 32 0 0 0 0 0 0 234 24 0 0 0 0 0 0 233 45 0 0 0 0 0 0 221 34 0 0 0 0 0 0 239 28 1 0 0 0 0 0 276 45 1 0 0 0 0 0 854 140 1 Peak Hr. Factor 0.96 0 0 0 0 -• 0 591 43 0 0 0 0 0 0 583 60 0 0 0 0 0 0 533 49 0 0 0 0 0 0 461 67 1 0 .0 0 0 0 652 56 0 0 0 0 0 0 '603 73 · 0 0 0 0 0 0 686 97 7 0 0 0 -o 0 597 98 4 0 0 0 (i 0 656 87 0 0 0 .o 0 0 536 . 93 0 0 0 0 0 0 492 66 1 0 0 0 0 0 467 74 0 0 0 0 0 0 686 98 7 0 0 0 0 0 2538 324 11 Peak Hr. Factor 0.95 East Annroach IWB) Left U-Tm Thru Ri•ht 27 0 433 0 70 0 464 0 97 0 597 0 73 0 588 0 64 0 551 0 50 0 513 0 55 0 451 0 51 0 449 0 -47 0 451 0 70 3 330 0 45 0 390 0 43 0 307 0 97 3 597 0 242 0 2103 0 52 0 262 0 56 1 231 0 67 0 236 0 64 0 297 0 64 0 246 0 84 0 305 0 88 0 225 0 81 r 236 0 71 0 173 0 58 0 209 0 38 0 132 0 43 0 124 0 88 I 305 0 317 I 1012 0 Page 1 of3 15_min Total Peds Vehicles Peds 0 616 0 0 725 0 0 962 0 0 994 2 0 912 0 0 942 0 0 1002 -0 0 951 0 0 -919 0 0 828 0 -0 831 0. 0 743 1 0 1002 2 0 3850 2 . ' 0 1073 0 0 1024 0 0 987 _o 0 . 998 1 0 1111 0 0 1174 0 0-1205 7 0 1105 4 0 1074 0 0 998 0 0 804 1 0 778 0 0 1205 7 0 4595 11 Melrose Drivt; at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Appr (WB) Pk. Hr. Time Period : 6:45 AM to 7:45AM South Appr (NB) Lane Config - urations . Inside (left) I .2 3 4 5 6 Outside 7 · Free-flow Lane Settings Capacity 2 0 3600 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor · 0.10 Hourly Volume 336 0 Adjusted Hourly. Volume 336 0 Utilization Factor 0.09 0.00 critical Factors 0.09 ICURatio = 0.54 . . Turning Movements al Intersection of : Time: 6:45 AM to 7:45 AM Date: 07/21/05 Day : Thursday Name : David, Tom S. Sub- To.!!!!!.._ totals w e 2439 s 3433 0 I 994 A p p r 2 3600 N ~N 175 175 0.05 LOS= 0 854 140 Subtotals Total North Annr (SB) 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 · 0.00 0.00 A West Annr IRB) . 0 0 0 0 0.00 0.00 I I I 3 6000 854 994 0.17 I 0 0 140 0 0.00 2 3 0 3600 6000 0 242 2103 0 242 2103 0 0.07 0.35 0.00 0.35 Melrose Drive and Palomar Airport Road North Approach 0 () 0 J + _j- t _.. 7 North i t 336 0 0 382 511 893 South Approach Melrose Drive· 0 0 0 0 ~ L 0 ~ 2103 242 r 175 0 Total Subtotals Sub- totals 2345 1029 Totals 3374 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold; E a s I A p p r 'I Melrose Drive • at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr /WB) Pk. Hr. Time Period : South Appr (NB) 4:30PM to 5:30PM Lane Config - orations Inside (left) .2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 0 3600 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 191 0 Adjusted Hourly-Volume 191 0 , Utilization Factor 0.05 0.00 Critical ·Factors ICU Ratio = 0.73 , Tumirig Movements at Intersection of : Time : 4:30 PM to 5:30 PM Date: 07/21/05 Day : Thursday Name : David, Tom S. Sub- To~ totals w e 1203 s 4065 0 1 2 3600 N N 212 212 0.06 0.06 LOS= 0 North Anhr /SB) West Appr (EB) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 C Melrose Drive North Approach 0 0 O· 0 0 0 J + ~ _j 1 1 1 3 6000 2538 2.862 0.48 0.48 0 0 324 0 0.00 2 3 0 3600 6000 0 318 1012 0 318 1012 0 0.09 0.17 0.00 0.09 and Palomar Airport Road Melrose Drive Total 0 Subtotals Sub - . totals L 0 Totals t 2862 2538 ___., t ._ 1012 1330 324 7 A North p p i t r 191 0 0 Subtotals 641 403 Total 1044 South Approach r 318 rt 212 1 4081 2751 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r /, CITY OF CARLSBAD TRAFFIC MbNITORING PROGRAM SUMMER 2005. ' INTERSECTION ANALYSIS SUMMARY Intersection Number: 28 Intersection Location: Palomar Airport Road and Paseo Valindo Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P .M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNIBIG MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Paseo V alindo Count Date-: 08/09/05 E/W Street : Palomar Airport Road Day : .. Tuesday Weather : Sunny File : 2005 Int #28 Data Collected by : Jesus, Jonathan Traffic Control : Signalized South Annroach INRl North Annroach ISBl WestAnnro~ch"'Bl. End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15 AM Peale 8:15 AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM • 4:45PM • 5:00PM • 5:15 PM • 5:30PM 5:45PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:15 PM Peale 5:15PM Hour Left 0 1 2 1 2 I 0 2 I I 2 I 2 4 2 2 2 1 3 0 1 0 0 0 3 2 3 5 U-Tm Thru Rioht Peds 0 0 9 0 0 1 9 0 0 1 10 0. 0 0 13 0 0 1 26 0 0 0 22 0 0 0 34 0 0 0 31 0 0 I 32 0 () 0 35 0 0 0 25 0 0 2 22 0 0 2 35 0 0 1 119 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 I 10 3 0 0 13 1 0 I 20 0 0 0 25 0 0 0 17 0 0 1 19 0 -0 0 21 0 0 0 16 0 0 0 29 0 0 0 28 0 0 0 22 0 0 0 23 0 0 1 29 3 0 I 82 0 Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm 0 0 0 o. 0 0 0 0 0 0 0 0 0 0 3804 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. = 4184 Intersection Pdstrns in Pk. Hr. 3 NOTE: North leg open to construction traffic only. Thro Rioht Peds Left U-Tm Thru Rioht Peds 0 0 0 0 0 107 0 0 0 0 0 0 0 104 1 0 0 0 0 0 0 193 1 0 0 0 0 0 0 ·213 1 0 0 0 0 0 0 214 1 1 0 o· 0 0 0 232 1 I 0 0 0 0 0 233 4 2 0 0 0 .-0 o· 323 2 0 0 0 0 0 0 280 0 0 0 0 0 0 0 327 ·2 0 0 0 0 0 0 292 4 0 0 0 0 0 0 278 3 0 0 0 0 0 0 327 4 2 0 0 0 0 0 l068 7 3 Peale Hr. Factor 0.91 0 0 0 0 0 631 7 0 0 0 0 0 0 736 4 0 0 0 0 0 0 516 3 0 0 0 0 0 0 685 8 1 0 0 0 0 0 645 8 1 0 0 0 0 0 779 5 0 0 0 0 0 0 741 8 0 0 0 0 0 0 736 14 0 0 0 0 0 0 579 8 1 0 0 0 0 0 639 IO 2 0 0 0 0 0 474 4 0 0 0 0 0 0 347 8 0 0 0 0 0 0 779 14 2 0 .o 0 0 0 2850 29 2 Peale Hr. Factor 0.90 East Annroach IWRl Left U-Tm Thru Rioht 3 0 444 2 4 0 499 4 9 0 702 5 22 0 716 4 13 0 645 2 6 0 644 1 17 0 650 0 14 0 674 3 20 0 575 I 15 2 508 I 9 0 402 3 9 0 411 0 22 2 716 5 57 0 2543 5 17 0 296 0 19 0 322 0 18 2 323 0 18 1 352 0 16 0 257 0 26 0 336 0 12 0 199 0 II 0 229 0 20 0 184 0 19 0 171 0 14 0 153 0 32 -0 301 0 32 2 352 0 72 1 1144 0 Page 1. of3 15 min Total Peds !vehicles Peds 1 565 1 0 623 0 0 923 0 0 970 0 0 904 1 0 907 1 I 938 3 0 l049 0 3 9IO 3 0 891 0 0 737 0 0 726 0 3 l049 3 4 3804 7 0 964 3 1 l096 2 0 885 0 0 l090 1 1 946 2 0 1166 0 0 982 0 1 l006 1 1 820 2 0 867 2 0 670 0 1 713 1 1 1166 3 1 4184 3 Paseo Valindo at Palomar Airport Road Lane Configuration for Intersection Capacity l,)tilization Page 2 of3 Easi Annr (WB) Pk. Hr. Time Period : 7:15 AM to . South Appr (NB) 8:15 AM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 "Free-flow Lane.Settings I 0 Capacity 1800 0 Are the North/South phases split (YIN)? Are the East/West phases split,(Y IN)? Efficiency Lost Factor 0.10 Hourly Volume 4 Adjusted Hourly Volume 4 . Utilization Factor 0.00 Critical Factors ICU Ratio = 0.59 I 0.00. I I 1800 'N N 119 119 0.07 0.07 LOS= North Annr (SB) 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 A West A ""r IEB) 0 0 0 0 0.00 0.00 I I I 3 6000 1068 1075 0.18 0 0 7 0 0.00 .1 I 1800 57 57 0.03 I I I 3 6000 2543 2548 0.42 0.42 0 0 5 0 0.00 . Tumip.g Movements at Intersection of: Paseo Valindo and Palomar Airport Road w e s t A p p r Time: 7:15 AM to 8:15 AM Date : 08/09/05 Day : Tuesday Name : Jesus, Jonathan Sub- To~ totals 3622 2547 1075 0 Subtotals Total North Approach 0 _j 1068_... 7 7 64 0 J +i 4 0 188 Paseo Valindo 6 Total 0 6 Subtotals 0 0 0 Sub- t L. totals t North L 5 +---2543 2605 r 57 0 t 1187 r 119 Palomar Airport Road 124 Totals 3792 South Approach Note : Left-tum volumes include U-turns. U-tuins in bold. NOTE: North leg open to construction traffic only. E a s t A p p r Paseo Valindo at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East A Mr/WR) Pk. Hr. Time Period : South Appr (NB) 4:15 PM to 5:15 PM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 1800 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 5 I Adjusted Hourly Volume 5 I Utilization Factor 0.00 0.00 Critical Factors ICURatio = 0.67 Turning Movements at Intersection of: Time: 4:15 PM to 5:15 PM Date: 08/09/05 Day : Tuesday Name : Jesus, Jonathan Sub- Totals totals w e 1149 s 4028 0 I I 1800 N N 82 82 0.05 0.05 LOS= 0 North Annr (SB) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 B Paseo Valindo North Approach 0 0 0 0 0 j + ~ __j- t 2879 2850 ____...., t 29 7 A North p t p +i r r 5 I 82 0 Subtotals 101 88 Total 189 South Approach NOTE: North leg open to construction traffic only. 3 0 I 6000 0 1800 2850 29 73 2879 0 73 0.48 0.00 0.04 0.48 0.04 I I 3 6000 1144 1144 0.19 0 0 0 0 0.00 and Palomar Airport Road Paseo Valindo L 0 +----1144 r 73 1 . Total Subtotals Sub- totals 1217 2933 Palomar Airport Road Totals 4150 Note : Left-turn volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Nnmber: 29 Intersection Location: Carlsbad Boulevard & Carlsbad Village Drive Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1. Page2 Page3 '" 'RICK ENGINEERING COMPANY Transportation Di11ision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Carlsbad Boulevard E/W Street : Carlsbad Village Drive Count Date: 07/13/05 End of 15 Day: Wednesday Weather: Sunny South Annroach /NB\ File : 2005 Int #29 Data Collected by: Jessica, Michelle Traffic Control : Signalized North A nnroach /SB\ West Annroach /EB) East Annroach (WB) Page 1 of3 15 min Total min. prd. Left U-Tm Thru Riehl Peds Left U-Trn Thru Ri•ht Peds Left U-Trn Thru Ri•ht Peds Left U-Tm Thru Riehl Peds Vehicles Peds 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15AM * 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45AM Peak 8:45AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM. 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45PM Hour 2 0 3 I 0 3 4 I 3 2 5 4 5 II , 2 3 3 6 ·4 11 11 7 10 9 13 10 13 39 0 26 8 0 4 I 0 24 11 1 6 2 2 41 9 4 7 2 0 49 15 0 9 3 1 48 20 7 2 1 0 40 16 4 9 5 2 60 24 3 8 1 0 78 28 1 9 2 0 60 26 4 20 1 1 64 26 13 22 1 0 65 . 34 10 12 3 1 73 39 II 22 I 2 78 39 13 22 5 1 267 114 28 63 7 Intersection Traffic in Pk. Hr. = 1238 Intersection Pdstrns in Pk. Hr. = 87 1 132 57 24 19 3 2 155 62 23 26 2 0 152 56 22 43 1 0 179 84 21 35 2 0 142 62 31 26 0 0 178 68 10 36 0 2 ·198 75 12 37 2 2 199 70 18 34 1 I 194 60 24 29 1 0 196 58 30 34 2 I 147 51 33 37 0 0 109 39 12 25 2 2 199 84 33 43 3 5 769. 273 64 136 4 Intersection Traffic in Pk. Hr. = 2413 Intersection Pdstrns in Pk. Hr. = 282 85 2 I . 0 136 2 7 2 192 2 4 I 177 2 1 0 151 2 2 0 132 4 5 4 132 1 2. I 132 4 4 2 134 4 6 I 112 5 2 5 110 5 I 6 87 6 I 3 192 6 7 6. 488 18 13 14'': Peak Hr. Factor 98 7 7 3 96 2 14 II 132 6 7 4 132 4 6 8 127 4 13 8 132 4 14 10 145 11 10 I 117 6 25 3 138 16 29 7 109 6 8 7 112 5 9 8 105 5 13 15 145 16 29 15 532 37 78 21 Peak Hr. Factor 0 3 2 3 11 0 8 3 0 155 4 0 6 3 I 23 0 5 11 3 231 12 0 6 0 3 23 0 5 8 2 301 13 0 10 I 0 42 0 17 7 I 333 2 0 4 I 2 .24 0 9 7 0 270 11 0 4 1 10 33 0 9 5 3 265 22 0 10 0 3 21 0 15 12 4 291 12 0 13 1 4 25 0 12 6 2 313 II 0 9 I 9 25 0 13 9 4 30§ 23. 0 10 4 11 28 0 21 14 4 315 30 0 11 5 8 28 0 7 13 4 304 23· 0 16 I 12 21 0-18 13 7 305 31 0 16 5 12 42 0 21 14 7 333 31 0 43 11 32 106 0 53 42 14 1238 87 ---0.98 0 16 4 36 45 0 21 30 25 438 92 0 16 10 37 67 0 21 29 12 502 86 0 32 10 31 46 0 26 17 II 528 71 0 30 7 12 50 0 34 21 18 592 57 0 9 6 21 54 0 .32 22 9 496 74 0 27 6 22 54 0 26 14 2 566 48 0 30 4 22 57 0 26 19 14 618 58 0 34 11 29 . 69 0 41 28 13 622 85 0 30 9 28 61 0 27 24 10 607 91 0 23 7 18 44 0 25 25 20 545 76 0 16 7 18 54 0 25 17 18 493 78 0 33 .4 32 39 0 24 17 28 427 85 0 34 11 37 69 0 41 30 28 622 92 0 121 30 IOI 241 0 120 85 39 2413 282 0.97 r Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : 7:45AM to 8:45AM South Appr (NB) Lane Config • urations Inside (left) 2 3 4 5 6 · Outside 7 Free-flow Lane Settings Capacity I 1800 1 1 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 12 267 · Adjusted Hourly Volume 12 381 Utilization Factor O.Ql 0.10 Critical Factors 0.10 0 0 N y 114 0 0.00 ICU Ratio = 0.37 LOS= , . Turning Movements at Intersection of: w e s t A p p r Time : 7:45 AM to 8:45 AM Date: 07/13/05 Day : Wednesday . Name : Jessica, Michelle Sub· Totals totals 141 82 59 0 Subtotals Total 14 34 II North Annr /SB) West Annr IFB) East Annr /WB) 1 ·1 1 I ·2 0 I I 0 2 0 I 1800 4000 0 1800 2000 0 3600 0 1800 70 488 18 14 34 11 106 53 42 70 506 0 9 40 0 199 0 41 0.04 0.13 0.00 0.07 0.02 0.00 0.06 0.00 0.02 0.04 0.07 0.06 A Carlsbad Boulevard and Carlsbad Village Drive North Approach 576 18 488 J + __t ~ t 7 North i t 12 267 1 606 393 999 South Approach Carlsbad Boulevard 906 330 7 70 L. L 42 +-53 ·r 106 r 114 0 Total Subtotals Sub- totals --- 201 211 Totals 412 Carlsbad Village Drive Note : Left-tum volumes include U-tums. U-tums in bold. E a· s t A p p r Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : 4:45 PM to 5:45PM South Appr (NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1800 I I 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? .Efficiency Lost Factor . 0.10 Hourly Volume 44 769 Adjusted Hourly Volume. 44 1042 Utilization Factor 0.02 0.26 Critical Factors 0.26 I 0 0 N y 273 0 0.00 ICU Ratio = 0.61 LOS= Tumi.ng Movements at Intersection of: Time : 4:45 PM to 5:45 PM Date: 07/13/05 Day : Wednesday Name : Jessica, Michelle Sub- Totals totals w e 196 s 368 0 21 t 172 121 30 A p p r Subtotals Total North Annr (SB) West Appr (EB) East Annr (WB) l' 1800 140 140 0.08 0.08 B I I 2 4000 532 569 0.14 I 0 1 0 1800 37 21 0 31 0.00 0.02 Carlsbad Bouiefard North Approach 1588 709 4 37 532 140 J t ~ _t ---+ t 7 North i t r 44 769 273 5 808 1086 1894 South Approach 1 0 2 0 2000 0 3600 0 1800 121 30 241 120 85 · 151 0 361 0 . 85 0.07 0.00 0.10 0.00 0.05 0.07 0.10 and Carlsbad Village Drive Carlsbad Boulevard Total 879 Subtotals Sub- totals Totals L 85 +--120 446 r 241 . 0 976 530 Carlsbad Village Drive Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ' CITY OF _CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 30 Intersection Location: Carlsbad Boulevard & Tamarack Avenue Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Carlsbad Boulevard F1W Street : Tamarack Avenue Count Date: 07/13/05 Day : Wednesday Weather: Sunny File : 2005 Int #30 Data Collected by : Tommy, Raul Traffic Control : Signalized South Annroach INJI\ North Annroach (SB) WestAnnroach/F.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM • 7:15AM • 7:30AM • 7:45AM • 8:00AM 8:15 AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 6:45AM Peak 7:45 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15PM • 5:30 !'M • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4:45PM Peak 5:45PM Hour Left U-Tm Thru Rioht Peds Left U-Tm Thru Right Peds Left U-Tm Thru Rioht Pcds 3 4 3 3 8 5 2 5 8 6 4 13 13 18 17 12 15 16 14 10 11 18 25 9 14 16 25 64 0 19 3 0 2 0 1 24 7 0 5 0 0 25 5 1 6 0 1 43 · 11 0 9 0 0 39 11 I 6 0 I 30 3 2 3 0 0 49 15 2 8 0 1 55 10 0 7 0 0 57 5 0 7 0 I 48 10 I 9 0 0 59 17 I 13 0 0 62 16 0 12 0 1 62 17 2 13 0 2 161 40 5 26 0 Intersection Traffic in Pk. Hr. = 1433 Intersection Pdstrns in Pk. Hr. '= 136 2 164 32 1 17 0 1 199 43 0 26 0 I 180 47 2 24 0 0 229 58 2 21 0 1 192 45 3 . 26 0 3 232 40 0 18 0 3 251 • 59 1 18 0 2 244 70 4 23 0 2 234 68 2 24 0 2 183 41 2 25 0 0 174 47 3 32 0 4 133 44 2 17 0 4 251 70 4 32 0 10 961 237 7 83 0 Intersection Traffic in Pk. Hr. = 2402 Intersection Pdstrns in Pk. Hr. = 228 96 158 198 241 179 173 186 143 146 116 118 97 241 779 133 111 112 128 124 152 139 148 139 104 111 116 152 578 2 21 0 0 4 4 0 7 19 2 0 2 2 0 16 14 1 0 4 7 0 11 22 1 0 4 3 0 IO 23 5 0 4 3 0 13 28 3 0 5 7 0 10 32 1 0 7 2 0 6 26 4 0 3 2 0 7 43 10 0 5 7 0 13 39 9 0 9 14 0 13 37 6 0 11 9 0 9 . 23 8 0 13 s 0 16 43 10: 0 13 14 0 44 105 10, 0 20 15 0 Peak Hr. Factor 0.88 16 30 10 0 14 2 0 13 23 7 0 5 0 0 15 22 10 0 10 5 0 16 21 . 12 0 4 3 0 11 22 14 0 10 4 0 17 36 7 0 11 21 0 20 47 10 0 6 14 0 13 37 10 0 5 25 0 23 39 18 0 12 12 0 13 27 7 0 · 15 8 0 16 31 11 0 6 2 0 15 39 11 0 7 9 0 23 47 18 0 15 25. 0 73 159 45 0 34 72 0 Peak Hr. ·Factor ... 0.96 Page I of3 East Annroach IWB) 15 min Total Left U-Tm Thru Ri•ht Peds N' ehicles Peds 20 0 5 9 3 167 24 40 0 4 9 7 265 26 59 0 8 13 2 345 17 58 0 10 10 7 405 29 58 0 8 12 6 343 30 51 0 9 8 6 311 36 71 0 6 17 7 374 41 70 0 8 20 5 334 31 51 0 9 23 6 335 49 48 0 15 13 7 311 47 45 0 6 12 I 313 39 23 0 14 22 IO 294 33 7l 0 15 23 10 405 49 238 0 33 47 • 26 1433 136 23 0 7 17 12 454. 43 22 0 6 23 16 468 39 23 0 3 23 11 468 35 21 0 13 18 14 539 37 29 0 13 20 18 503 43 24 0 10 26 15 571 51 27 0 10 26 12 594 60 28 0 10 30 17 626 58 31 0 7 16 18 611 59 35 0 13 41 11 496 40 21 0 8 17 10 459 44 20 0 18 25 25 435 66 35 0 18 41 25 626 66 110 'o 37 98 62 2402 228 Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization -Page2 of3 East Annr /WB) Pk. Hr. Time Period : 6:45 AM to 7:45AM South Appr (NB) Lane Config - urations Inside (left) I 2 ·3 4 5 6 Outside • 7 Free-flow Lane Settings I 2 ·· Capacity 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases. split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 20 161 Adjusted Hourly Volume 20 201 Utilization Factor 0.01 0.05 Critical Factors 0.01 ICU Ratio = 0.45 Turning Movements at Intersection of : w e s t A p p r Time : 6:45 AM to 7:45 AM Date: 07/13/05 Day : Wednesday Name : Tommy, Raul Sub- To~ totals 140 95 45 0 0 0 N y 40 0 0.00 LOS= 10 20 15 Subtotals Total North Annr (SB) West Annr /EB) 1 I 1800 26 26 0.01 A 1 1 2 4000 779 779 0.19 0.19 1 1 0 0 . 0 0 44 10 0 0 0.00 0.00 Carlsbad Boulevard North Approach 1067 849 0 44 779 26 J t ~ _j _.. t 7 North j' t r 20 161 40 2 1034 221 1255 South Approach 1 1 I 1 1 1 0 2000 1800 1800 2000 0 20 15 238 33 47 30 15 238 80 0 0.02 O.Ql 0.13 0.04 0.00 0.02 0.13 and Tamarack Avenue Carlsbad Boulevard 218 L 47 ~ 33 r 238 0 · Total Subtotals Sub- totals 318 86 Tamariack Avenue Totals 404 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization . Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45PM Lane Config- urations Inside (left) I 2 3 I 4 I 5 6 Outside 7 Free-flow Lane Settings I 2 Capacity 1800 4000 Are the North/South phases split (Y /N)? Are the East/West phases split (Y /N)? Efficiency Lost Factor 0.10 Hourly Volume 74 961 Adjusted Hourly Volume 74 1198 Utilization Factor 0;04 0.30 . Critical Factors 0.30 0 0 N y 237 0 0.00 North Annr /SB) I I I. 2 0 1800 4000 0 83 578 73 83 578 0 0.05 0.14 0.00 0.05 ICU Ratio "' 0.56 LOS.= A I 0 I I 0 2000 1800 45 34 72 0 79 72 0.00 0.04 0.04 0.04 Page3 of3 I I 0 1800 2000 0 110 37 98 110 135 0 0.06 0.07 0.00 0.07 Turning Movements at Intersection of : Carlsbad Boulevard and Tamarack Avenue w e s t A p p r Time : 4:45 PM to 5:45 PM Date : 07 /13/05 Day : Wednesday Name: Tommy, Raul Sub- T~ totals 174 325 151 0 Subtotals Total 45 34 72 North Approach 734 73 578 J + ~ ___.. t 7 North +i t 74 961 10 770 1272 2042 South Approach 1838 0 83 L. r 237 Carlsbad Boulevard 1104 L 98 +-37 r 110 0 Total Subtotals Sub- totals 245 354 Tamarack Avenue Totals 599 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 31 Intersection Location: Carlsbad Boulevard & Cannon Road Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK "' ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Carlsbad Boulevard E/W Street : Cannon Road Count Date: 07/14/05 End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15AM Peak 8:15AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM • 4:45PM • 5:00PM * 5:15PM * 5:30PM 5:45PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:15 PM Peak 5:15PM Hour Left 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day : Thursday _Weather: Sunny South AnnroaclJ (NB) U-Tm Thru Right Peds 0 20 I 0 0 25 7 I 0 52 10 0 0 46 9 2 0 42 6 0 0 55 II 2 0 51 8 I 0 50 19 0 0 49 17 0 0 46 12 I 0 69 14 I 0 63 II 0 0 69 19 2 0 · 205 55 3 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. -0 155 22 I 0 169 15 2 0 201 15 I 0 219 17 2 0 181 11 ·6 0 201 11 3 0 216 16 5 0 217 11 2 0 219 22 I 0 226 19 2 0 240 15 3 ·o 200 14 6 0 240 22 6 0 817 55 16 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. Left 8 31 57 50 35 57 61 86 69 42 31 34 86 273 29 50 55 45 45 40 33 30 26 33 31 21 55 163 File: 2005 Int #31 Data Collected by: Jessica, Michelle Traffic Control : Signalized Norin Annroach /SB) West Annroach /EB) U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1644 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2548 65 Thru 78 133 187 188 108 199 225 220 267 154 167 96 267 911 202 192 206 234 200 207 213 186 183 142 151 135 234 854 Right Peds 0 0 0 I 0 I 0 2 0 2 0 6 0 2 0 3 0 I 0 3 0 1 . 0 2 0 6 0 12 Peak Hr. Factor 0 10 0 8 0 5 0 12 0 1 0 22 0 10 0 12 0 18 0 15 0 13 0 10 ·O 22 0 45 Peak Hr. Factor Left U-Tm Thru Ri•ht Peds Left 0 0 0 0 I 11 0 0 0 0 0 21 0 0. 0 0 I 31 0 0 0 0 0 12 0 0 0 0 0 6 0 0 0 0 0 28 0 0 0 0 0 28 0 0 0 0 0 23 0 0 0 0 0 30 0 0 0 0 0 24 0 0 0 0 0 23 0 0 0 0 1 12 o,: 0 0 0 1 31 0 0 0 0 0 · ·109 0.89 0 0 0 0 0 50 0 0 0 0 0 70 0 0 0 0 0 72 0 0 0 0 0 69 0 0 0 0 0 71 0 0 0 0 0 66 0 0 0 0 0 72 0 0 0 0 0 80 0 0 0 0 0. 80 0 0 0 0 0 79 0 0 0 0 0 35 0 o. 0 0 0 25 0 0 0 0 0 80 0 0 0 0 0 278 0.96 East Annroach (WB) U-Tm Thm Riehl 0 0 6 0 0 5 0 0 5 0 0 4 0 0 3 0 0 16 0. 0 20 0 0 27 0 0 28 0 0 18 0 0 19 0 0 24 0 0 28 0 0 91 0 0 52 0 0 66 0 0 85 0 0 74 0 0 109 0 0 86 0 0 112 0 0 94 0 0 75 0 0 71 0 0 72 0 0 61 0 0 112 0 0 381 Page 1 of3 15 min Total Peds Vehicles Peds I 124 2 ·O 222 -2 I 342 3 0 309 4 0 200 2 3 366 II 0 393 3 4 425 7 7 460 8 0 296 4 0 323 2 2 240 5 7 460 II 14 1644 29 I 510 12 2 562 12 0 634 6 0 658 14 I 617 8 I 611 26 2 662 17 3 618 17 2 605 21 0 570 17 0 544 16 2 456 18 3 662 26 4 2548 65 Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page2 of3 East A ""r (WB\ Pk. Hr. Time Period : 7:15 AM to 8:15AM South Appr (NB) Lane Config- urations . Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings I 0 I Capacity 0 2000 Are the North/South phases split (YIN)? Are the EasVW est phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 205 Adjusted Hourly Volume 0 205 Utilization Factor 0.00 0.10 Critical Factors 0.00 ICURatio = 0.62 Turning Movements at Intersection of: Time: 7:15 AM to 8:15 AM I I 1800 N N 55 55 0.03 · LOS= Date: 07/14/05 Day : Thursday Name : Jessica, Michelle Sub- To~ totals w e 0 s 0 0 0 t 0 0 0 A p p r Subtotals Total North Annr (SB) West Annr /RB\ I I I 0 0 0 0 0 I 1~00 2000 0 0 0 0 1800 0 1800 273 911 0 0 0 0 · 109 0 ' 91 273 911 0 0 0 0 109 0 91 0.15 0.46 0.00 0.00 0.00 0.00 0.06 0.00 0.05 0.46 0.00 0.00 0.06 B Carlsbad Boulevard and Cannon Road North Approach Carlsbad Boulevard 1480 Total 1184 296 Subtotals 0 0 911 273 Sub- J t ~ totals Totals _j-L t 91 --+ .. 0 200 7 -+ 109 0 528 North 328 i t r 0 205 55 Cannon Road 0 1020 260 1280 South Approach Note: Left-tum volumes include U-tums. U-tums in b~ld. E a s t A p p r Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr /WB) Pk. Hr. Time Period : South Appr (NB) 4:15 PM to 5:15 PM Lane Config - urations Inside (left) 1 2 3 4 5 ·6 Outside 7 Free-flow Lane Settings 0 1 Capacity 0 2000 1800 Are the North/South phases split (YIN)? · N Are the East/West phases split (YIN)? N Efficiency J'.,ost Factor 0.10 Hourly Volume 0 817 55 Adjusted.Hourly Volume 0 817 55 Utilization Factor 0.00 0.41 0.03 Critical Factors 0.41 ICU Ratio = 0.81 LOS= Turning Movements at Intersection of: w e s t A p p r Time: 4:15 PM to 5:15 PM Date : 07 /14/05 Day : Thursday Name: Jessica, Michelle Sub- To~ totals 0 0 0 0 Subtotals Total 0 0 0 North Annr /SB) West Annr IFB) · I 1 0 0 1800 2000 0 0 163 854 0 0 163 854 0 0 0.09 0.43 0.00 0.00 0.09 0.00 D Carlsbad Boulevard North Approach 2215 1017 0 0 854 163 J + L. _t __.. t 7 North i t r 0 817 ·55 0 1132 872 2004 South Approach I 0 0 1 0 1 0 0 1800 0 1800 0 0 278 0 381 0 0 278 0 381 0.00 0.00 0.15 0.00 · 0.21 0.21 and Cannon Road Carlsbad Boulevard 1198 L 381 +-0 r 278 0 Total Subtotals Sub - totals 659 218 Cannon Road Totals 877 Note : Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r . CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUM.MER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 32 Intersection Location: Carlsbad Boulevard & Poinsettia Lane Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 .RICK ENGINEERING COMPANY Transportation D11.'ision ' RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Carlsbad Boulevard E/W Street : Poinsettia Lane Count Date: 08/09105 Endof15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM • 7:15AM • 7:30AM • 7:45AM • 8:00AM 8:15AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk.Hr. VoL 6:45 AM Peal< 7:45 AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM 5:15PM 5:30PM • 5:45 PM • 6:00PM • 6:15PM • 6:30PM Max. 15 min. Pk. Hr. Vol. 5:15 PM Peal< 6:15 PM Hour Day : Tuesday Weather:: Sunny South Aooroach INB) , Left U-Tm Thru Ri•ht Peds 0 0 0 0 0 0 0 0 0 0 0 I I 0 0 0 0 0 0 0 0 0 I 0 0 0 I I 0 16 5 I 0 18 6 0 I 67 8 0 I 38 6 3 I 46 10 2 0 49 12 8 2 51 14 5 I 69 18 5 3 68 18 3 2 46 20 5 2 70 8 4 2 66 20 0 3 70 20 8 4 184 42 18 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. I 139 35 3 4 173 30 I 0 218 43 4 3 276 46 0 3 275 46 3 2 292 50 I 2 256 40 4 5 280 53 4 3 301 32 7 3 284 61 2 3 276 51 3 2 282 41 4 5 301 61 7 14 1141 197 16 Intersection Traffic in Pk. Hr. [ntersection Pdstrns in Pk. Hr. File : 2005 Int #32 Data Collected by : Jessica, Michelle Traffic Control : Signalized North Aooroach (SB) West Annroach fli'.B) Left U-Trn Thru Right Peds Left U-Tm Thru Ri•ht Peds 6 21 12 16 10 16 17 16 10 15 22 24 24 59 21 31 37 44 40 45 46 79 98 88 86 96 98 351 0 0 .o 0 I 0 I 0 0 0 0 0 1 2 . ~., 1546 46 0 0 0 I 0 0 0 0 0 0 I 0 .1 1 ----2823 63 55 114 206 217 261 205 134 119 85 128 147 136 261 817 105 IOI 109 117 132 118 108 145 141 149 112 92 149 547 0 0 I 0 I 0 0 2 I 2 I 0 3 0 2 10 0 I 19 0 I 22 0 I 2 0 0 10 0 0 4 0 2 6 0 5 22 2 ·5 34 I 4. Peal< Hr. Factor 17 0 0 7 2 5 9 0 0 9 0 I 11 I 0 8 0 . I 20 0 5 13 0 2 23 0 2 9 4 3 14 I 2 10 3 2 23 4 5· 59 5 9 Peal< Hr. Factor 0 0 0 0 0 I 0 0 0 4 I 5 0 I 0 3 0 2 2 8 0 3 2 7 0 4 0 5 0 I 0 8 0 2 0 4 0 4 2 24 0 8 1 11 0 15 0 5 0 15 2 24 0 10 . 4 23 ---0.92 0 6 3 5 0 11 6 11 0 9 3 8 0 3 5 28 0 10 0 7 0 7 I 14 0 13 3 13 0 9 3 7 0 7 6 16 0 7 2 3 0 7 I 12 0 4 I 17 0 13 6 28 0 30 12 38 ---0.96 Page I of3 East Aooroach (WB) 15 min Total Left U-Tm Thru Ril!:ht Peds IV ehicles Peds 10 4 I 4 0 102 I 24 3 0 4 I 191 2 41 I 0 10 3 352 10 55 3 0 9 .I 348 8 67 5 0 9 2 419 12 96 I 0 21 . 0 416 15 100 5 0 15 I 363 II 38 4 0 18 0 307 13 46 2 0 13 5 249 12 45 3 0 15 3 290 32 57 3 0. 24 0 348 15 70 I 0 25 I 371 6 100 5 I 25 5 419 32 318 14 0 54 4 1546 46 27 .3 I 32 0 390 8 52 5 0 78 2 503 16 40 2 0 42 I 512 13 34 I 0 47 0 587 28 36 2 0 58 I 613 12 23 0 0 46 3 593 18 44 3 0 61 0 601 17 41 5 0 59 2 694 13 43 4 0 66 0 727 23 53 0 0 79 1 738 10 34 0 2 75 I 664 17 35 -5 0 79 0 649 24 53 5 2 79 3 738 28 171 9 2 279 4 2823 63 Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page2of3 Pk. Hr. Time Period : South Aeer (NB) North· Annr (SB) West Aeer (EB) East Annr (WB) 6:45AM to 7:45AM Left Thru ~ Left Thru Right Left Thru Right Left Thru Right Lane Inside I I ' I Config -(left) 2 1 1 urations 3 1 4 5 6 Outside 7 Free-flow· 1 Lane Settings I 2 1 2 2 0 1 I I I 0 1 Capacity ~800 4000 1800 3600 4000 0 1800 2000 1800 1800 0 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (Y Af)? y Efficiency Lost Factor 0.10 Hourly Volume 4 184 42 61 817 34 4 10 4 332 0 54 Adjusted Hourly Volume 4 184 42 61 817 0 4 10 4 332 0 54 Utilization Factor 0.00 0.05 0.02 0.02 0.20 0.00 0.00 0.01 0.00 0.18 0.00 0.03 Critical ·Factors 0.00 0.20 0.01 0.18 ICU Ra!io =s 0.49 LOS"" A Turning Movements at Intersection of: Carlsbad Boulevard and Poinsettia Lane Time : 6:45 AM )o 7:45AM North Approach Carlsbad Boulevard Date: 08/09/05 Day : Tuesday 1156 Total Name : Jessica, Michelle 912 244 Subtotals 2 Sub-34 817 61 Sub- To~ totals J + ·l. totals :fatals w E e 34 _j L a s 52 0 4 t 54 s t 18 10 __.. .--0 386 t 4 7 r 332 14 511 A North A p 125 p p i t r p r r 4 184 42 Poinsettia Lane 4 Subtotals 1143 230 Total 1373 South Approach Note: Left-tum volumes include U-turns. U-tums in bold. Carlsbad Boulevard at Poinsetti:) Lane Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South AEEr !£1B) North A nnr rsm West Annr (EB) East AEEr (WB) 5:15 PM to 6:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru ~ Lane Inside 1 I Config -(left) 2 I urations 3 I . I 1 4 I 5 6 Outside 7 Free-flow I Lane Settings 1 2 2 2 0 I 1 1 0 1 Capacity 1800 4000 1800 3600 4000 0 1800 2000 1800 1800 0 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? y Efficiency Lost Factor 0.10 Hourly Volume 15 1141 197 352 547 59 9 30 12 180 2 279 Adjusted Hourly Volume 15 1141 197 352 547 0 9 30 12 180 2 279 Utilization Factor O.Dl 0.29 0.11 0.10 0.14 0.00 0.01 0.02 0.01 0.10 0.00 0.16 Critical Factors 0.29 0.10 0.02 ICU Ratio = 0.51 LOS= A Turning _Movements at Intersection qf: Carlsbad Boulevard and Poinsettia Lane Time: 5:15 PM to 6:15 PM North Approach Carlsbad Boulevard Date: 08/09/05 · Day : Tuesday 2388 Total Name : Jessica, Michelle 958 1430 Subtotals 1 Sub-59 547 352 Sub- To~ totals J + L. totals Totals w E e 62 _j L a s 113 0 9 279 s t 51 30 _.. t +-2 461 t 12 7 r 180 9 1048 A North A p 587 p p i t r p r r 15 1141 197 Poinsettia Lane 14 Subtotals 744 1353 Total 2097 South Approach Note: Left-tum volumes include U-tums: U-tums in bold. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Nulllber: 33 Intersection Location: Rancho Santa Fe Road 8i, Melrose Drive Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram . ., ,I P .M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Dit1ision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Rancho Santa Fe Road E/W Street : Melrose Drive Count Date: 07/28/05 Day : Thursday Weather : Sunny File : 2005 Int #33 Data Collected by : Jesus, Sergio Traffic Control : Signalized South Annroach fNR) North Annroach (SB\ West Annroach /EB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM. • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peale 8:30AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45 PM • 6:00PM • 6:15 PM • 6:30 PM Max. 15 min. Pk. Hr. Vol. 5.00 PM Peale 6:00PM Hour Left 12 9 31 21 31 35 37 55 42 30 33 40 55 164 0 63 44 33 48 42 41 39 35 51 40 39 63 166 U-Tm Tom Rieht Peds Left 0 56 5 I 48 0 70 4 0 49 0 104 12 0 43 I ll2 4 4 52 0 113 6 0 46 I 117 2 0 48 I 146 4 I 50 I 143 3 0 50 2 135 4 2 · 43 4 147 0 0 2 150 I I 0 147 I 0 4 150 12 4. 8 571 11 3 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 0 0 0 0 240 2 0 4 259 I 0 . 0 256 2 0 I 257 2 2 0 260 0 0 0 254 2 0 I 233 4 0 I 274 3 0 5 250 2 0 I 222 2 0 I 271 I 0 5 274 4 2 7 1011 11 0 54 29 36 54 197 0 59 51 25 35 40 34 32 37 42 46 29 59 145 U-Tm 0 0 0 0 0 I 0 0 0 0 0 0 I 0 3024 18 0 0 0 0 I 0 0 0 0 I 0 0 I I Intersect1onTraffic m Pk. Hr. -3396 Intersection Pdstrns in Pk. Hr. 3 Tom Right Peds Left U-Tm Tom Rioht Peds 201 22 0 16 I .28 18 0 291 49 0 II 0 31 44 0 231 75 0 35 0 65 91 I 237 96 0 22 0 59 81 0 242 69 0 27 I 40 66 0 212 77 0 44 0 59 77 0 211 70 4 59 0 41 65 I 177 57 0 37 0 56 66 I 185 54 0 45, 9 50 92 0 206 72 3 48 0 45 85 0 211 72 0 36 0 36 77 0 181 53 0 45. 0 51 85 0 291 96 4 59 9 65 92 I 779 253 7 189, 9 192 ·308 2 Peale Hr. Factor · 0.96 0 0 0 0 0 0 0 0 151 . 36 0 70 0 .74 69 I 174 41 0 57 0 43 38 0 188 29 0 62 2 49 76 0 143 33 0 56 0 38 72 0 147 · 45 0 65 0 35 64 I 171 33 0 72 0 53 74 0 191 34 0 56 0 55 IOI 0 187 49 0 80 0 84 81 I 169 35 2 107 0 66 72 0 182 33 0 63 0 74 72 0 163 42 0 56 0 46 64 2 191 49 2 107 2 84 IOI 2 718 151 2 315 0 258 328 I Peale Hr. Factor 0.94 East Annroach (WB) Left U-Tm Tom . Right 0 0 12 15 4 0 30 18 0 I 50 14 5 0 54 11 0 2 50 23 4 0 62 10 4 0 71 19 2 0 57 22 7 0 33. 31 0 0 67 30 8 0 36 37 5 I 33 27 8 2 71 37 13 0 228 102 ij· 0 0 0 15 0 52 86 7 I 32 66 5 I 43 50 12 0 23 50 6 0 31 41 5 0 31 30 14 I 35 37 7 0 31. 33 2 0 25 34 3 0 28 34 4 0 ·24 32 15 I 52 86 28 I 122 134 Page I of3 15 min Total Peds ~ehicles Peds 0 434 I 0 610 0 I 752 2 2 755 6 0 716 0 I 749 I 4 77F; 10 0 726 I 2 732 4 0 788 3 I 728 2 0 705 0 4 788 10 6 3024 18 0 0 0 0 917 I 0 818 0 0 821 0 I 771 3 0 776 I 0 800 0 0 833 0 0 902 I 0 861 2 0 800 0 0 772 2 I 917 3 0 3396 3 , ' Rancho Santa Fe Road at Melrose Drive Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Aeer (NB) North A ""r /SB\ West A""r "'B\ 7:30AM to 8:30AM Left Thril ~ Left 'Thru ~ Left Thru ~ Lane Inside 1 1 1 1 Config-(left) 2 1 1 1 urations 3 1 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 2 0 1 1 1 2 2 1 Capacity 1800 4000 0 1800 2000 1800 3600 4000 . 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 172 571 11 197 779 253 198 192 308 Adjusted Hourly Volume 172 582 0 197 779 253 198 192 308. Utilization Factor 0.10 0.15 . 0.00 0.11 0.39 0.14 0.06 0.05 0.17 Critical Factors 0.10 0.39 0.17 ICU Ratio = . 0.77 LOS= C Page2 of3 East A ""r /WB\ Left Thru ..Big!!!.. 1 1 1 1 1 2 0 1800 4000 0 13 228 102 13 330 0 0.01 0.08 0.00 O.Ql , Turning Movements at Intersection of: Rancho Santa Fe Road and Melrose Drive Time : 7:30 AM to 8:30 AM North Approach Rancho Santa Fe Road Date: 07/28/05 Day : Thursday 2091 Total Name : Jesus, Sergio 1229 862 Subtotals 0 Sub-253 779 197 Sub- To..!!!!!.._ totals J ~ L+ totals Totals ---w e 654 ___t L s 1352 9 198 t 102 t 698 192 ----+ +-228 343 308 7 r 13 0 743 A North p 400 p i t r r 172 571 11 Melrose Drive 8 Subtotals 1108 754 Total 1862 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. r E a s t A p p r r Rancho Santa Fe Road at Melrose Drive Lane _Configuration for Intersection Capacity Utilization Page 3 of3 East Annr /WB\ Pk. Hr. Time Period : South Appr (NB) 5:00 PM to 6:00PM Lane Config - urations Inside 1 (left) . 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split <:{ IN)? Efficiency Lost Factor 0.10 Hourly Volume 173 1011 Adjusted Hourly Volume 173 . 1022 Utilization Factor 0.10 0.26 Critical Factors 0.10 ICURatio = 0.76 ., Turning Movements at Intersection of: Time : 5 :00 PM to 6:00 PM Date: 07/28/05 Day : Thursday Name : Jesus, Sergio Sub - To~ totals w e 439 s 1340 0 t 901 A p p r 0 0 N N 11 0 0.00 LOS= 315 258 328 Subtotals Total North A ~~r /SB) West Annr /EB) 1 . I I 2 1800 2000 1800 3600 146 718 151 315 146 718 0 315 0.08 . 0.36 0.00 0.09 0.36 C Rancho Santa Fe Rtiad North Approach 2476 1015 1 151 718 146 J + ~ _j t -----+ 7 North +i t r 173 1011 11 7 1081 1195 2276 South Approach 2 I 1 4000 1800 1800 258 328 29 258 328 29 0.06 0.18 0.02 0.18 0.02 and Melrose Drive 1 1 2 4000 122 256 0.06 1 0 0 134 0 0.00 Rancho Santa Fe Road Total 1461 Subtotals Sub- totals Totals --- L 134 ..-122 285 r 29 1 700 415 Melrose Drive Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CI1Y OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 34 Intersection Location: Rancho Santa Fe Road & San Elijo Road Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Turli Movement Diagram I Pagel Pagel Page3 RICK ENGINEERING COMPANY Transporrarion Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Rancho Santa Fe Road E/W Street : San Elijo Road Count Date: 07/27/05 Day: Wednesday Weather: Sunny File : 2005 Int #34 Data Collected by: Jessica, Michelle Traffic Control: S_ignalized South Aooroach (NB) North Annroach (SB\ West Annroach fF.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM • 7:30-AM • 7:45AM • 8:00AM • 8:15AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.00AM Peak "8:00 AM Hour 3:45PM 4:00PM 4·:15PM 4:30PM 4:45PM 5:00PM 5:15 PM 5:30PM • 5:45PM • 6:00PM • 6:15PM • 6:30PM Max. l5min. Pk. Hr. Vol. 5.15 PM Peak 6:15 PM Hour Left 0 0 0 0 0 0 0· 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm Tum Ri•ht Peds Left U-Tm 0 67 39 0 15 0 0 80 52 2 16 0. 0 57 52 1 30 0 0 55 60 2 34 0 0 148 58 0 21 0 0 157 46 1 20 0 0 184 43 0 26 0 0 171 59 0-24 0 0 172 54 0 33 0 0 171 46 0 41 0 0 134 41 1 29 0 0 143 49 0 36 0 0 184 60 2 41 0 0 660 206 1 91 0 Intersection Traffic m Pk. Hr. -2767 Intersection Pdstrns in Pk. Hr. 1 0 174 152 0 6 .0 0 237 103 0 47. 0 0 207 122 0 36 0 0 260 104 0 36 0 0 233 121 ·o 34 0 0 235 129 1 34 0 0 233 141 0 33 0 0 257 155 0 47 0 0 233 129 1 42 0 0 233 120 0 43 0 0 . 217 138 0 46 0 0 232 115 0 42 0 0 260 155 1 47 0 0 940 542 1 178 0 Intersection Traffic m Pk. Hr_. -2930 Intersection Pdstrns in Pk. Hr. 1 Thru Ril!ht Peds Left U-Tm Tum Ri•ht Peds Left 150 0 0 0 0 0 0 0 70 250 .o 0 0 0 ·0 0 0 88 294 0 0 0 0 0 0 0 126 301 0 0 0 0 0 0 0 134 288 0 0 0 0 0 0 0 173 272 0 0 0 0 0 0 0 154 234 0 0 0 0 0 0 0 189 242 0 0 0 0 0 0 0 151 207 0 0 0 0 ·0 0 0 135 240 0 0 0 0 0 0 0 157 244 0 0 0 0 0 0 0 98 246 0 0 0 0 0 0 0 112 301 0 0 0 0 0 0 0 189 1036 0 0 0 0 0 0 0 667 Peak Hr. Factor 0.97 62 0 0 0 0 0 0 0 118 186 0 0 0 0 0 0 0 93 184 0 0 0 0 0 0 0 69 184 0 0 0 0 0 0 0 71 172 0 0 0 0 0 0 0 81 194 0 0 0 0 0 0 0 68 185 0 0 0 0 0 0 ·O 92 232 0 0 0 0 0 0 0 71 206. 0 0 0 0 0 0 o. 86 212 0 0 0 0 0 0 0 83 225 0 0 0 0 0 0. 0 55 181 0 0 0 0 0 0 0 66 232 0 0 0 0 0 o· 0 118 875. 0 0 0 0 0 o· 0 295 Peak Hr. Factor 0.92 East Annroach /WB) U-Tm Thru Ri•ht 0 0 14 0 0 10 0 0 19 0 0 10 0 0 24 0 0 28 0 0 18 0 0 37 0 0 43 0 0 32 0 0 34 0 0 32 0 0 43 0 0 107 0 0 47 0 0 48 0 0 25 0 0 27 0 0 28 0 0 28 0 0 15 0 0 31 0 0 20 0 0 26 0 0 23 0 0 18 0 0 48 0 0 100 Page I of3 15 min Total Peds Vehicles Peds 0 355 0 0 496 2 0 ·578 1 0 594 2 0 712 0 0 677 1 -0 694 0 0 684 0 0 644 0 0 687 0 0 580 1 0 618 0 0 712 2 0 2767 1 1 559 1 0 714 0 0 643 0 0 682 ·o 0 669 0 0 688 1 0 699 0 0 793 0 0 716 1 0 717 0 0 704 0 0 654 0 1 793 1 0 2930 1 Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:00 AM to 8:00AM South Appr (NB) · North Annr (SB) West A nnr "'B\ Page 2 of3 East Annr (WB\ Lane Config- urations Inside (left) .2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 0 1 0 2000 Are the North/South phases split (YIN)? Are the EasVW est phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 660 Adjusted Hourly-Volume ·o 660 Utilization Factor 0.00 0:33 Critical Factors 0.33 1 1 1800 N N 206 206 0.11 ICU Ratio = 0.67 LOS= Turning Movements at Intersection of : w e s t A p p r Time : 7:00 AM to 8:00 AM Date: 07/27/05 · Day : Wednesday· Name : Jessica, Michelle Sub- T~ totals 0 0 0 0 Subtotals Total 0 0 0 ' 1 2 0 0 1800 4000 0 0 91 1036 0 0 91 1036 0 0 0.05 0.26 0.00 0.00 0.05 B Rancho Santa Fe Road Norin Approach 1894 1127 0 0 1036 91 J + ~ _j ___.. t 7 North +i t r 0 660 206 0 1703 866 2569 South Approach 1 0 0 2 0 1 0 0 3600 0 1800 0 0 667 0 107 0 0 667 0 107 0.00 0.00 0.19 0.00 0.06 0.00 0.00 0.19 and San Elijo Road ' Rancho Santa Fe Road 767 L 107 +-0 r 667 0 Total Subtotals Sub- totals 774 297 San Elijo Road Totals 1071 Note : Left-tum volumes include U-tu.ms. U-tums in bold. E a s t A p p r , Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization ' -Pk. Hr. Time Period : 5:15 PM to South Appr (NB) North Annr /SB\ WestA""r "'B\ Page 3 of3 East Annr !WB\ 6:15 PM Lane Config - urations Inside (left) ·1 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 I 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 -Hourly-Volume 0 940 Adjusted Hourly Volume 0 940 Utilization Factor 0.00 0.47 Critical Factors 0.47 l 1800 N N 542 542 0.30 ICU Ratio·= 0.75 LOS= Turning Movements at Intersection.of: Time: 5:15 PM to 6:15 PM Date: 07/27/05 Day : Wednesday Name : Jessica, Michelle Sub- To~ totals w e 0 s 0 0 0 t 0 0 0 A p p r Subtotals Total 1' I 1800 178 178 0.10 0.10 C 1 I 2 4000 875 875 0.22 0 0 0 0 0 0 0 0 0.00 0.00 Rancho Santa Fe Road North Approach 2093 1053 0 0 875 178 J + 4 _t t ~ 7 North i t r 0 940 542 0 1170 1482 2652 South Approach 1 0 0 2 0 1 0 0 3600 0 · 1800 0 O• 295 0 100 0 0 295 0 100 0.00 0.00 0.08 0.00 0.06 0.00 0.00 0.08 and San Elijo Road Rancho Santa Fe Road Total 1040 Subtotals Sub- totals Totals L 100 ~ 0 395 r 295 0 1115 720 San Elijo Road Note: Left-tum volumes include u:turns. U-tums in bold. E a s t A p p r ' ,J • ' ' ., ' " 'l - ·"'' ··1 ;". " • ·,-' , CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM ' SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 35 Intersection Location: Rancho Santa Fe Road & La Costa Avenue Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram . ' ' . P.M. Peak. Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transporration Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Rancho Santa Fe Road E/W Street : La Costa A venue Count Date : · 07/27/05 Day : Wednesday Weather: Suuny File : 2005 Int #35 Data Collected by : · Mike Y (AM) Chin (PM), Marie Traffic Control : Signalized; Traffic Control in place. South Aooroach (NB) North Annroach (SBl West Annroach fF.B) East Annroach (WB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM • 7:15 AM • 7:30AM • 7:45AM • 8:00AM 8:15 AM 8:30AM 8:45AM 9:00AM Max. 15 min .. Pk. Hr. Vol. 6:45 AM Peak 7:45 AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM * 5:30 PM * 5:45 PM • 6:00 PM * 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5:00PM Peak 6:00PM Hour Left 5 9 II II 9 17 20 22 18 27 23 29 29 57 34 34 28 26 31 40 44 39 56 52 35 45 56 191 U-Tm Thru Ri•ht Peds 0 94 5 I 0 116 5 0 0 119 5 0 0 131 7 0 0 115 8 0 6 148 3 0 1 138 2 0 1 147 2 0 0 151 2 0 1 148 2 0 1 145 4 0 4 141 3 0 6 151 8 1 7 532 20 0 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 3 247 2 0 1 273 3 0 3 296 3 1 1 282 1 0 2 326 3 0 3 273 2 0 4 347 5 0 0 338 2 I 2 275 3 0 4 257 4 2 7 294 3 . 0 4 283 6 0 7 347 6 2 10 1217 14 3 Left II 27 34 32 33 17 14 14 9 II 23 20 34 96 20 11 25 14 22 23 25 28 15 31 24 19 31 99 U-Tm 0 I 0 0 I 0 0 1 0 0 0 0 1 1 3193 5 4 0 0 1 0 0 0 I 2 0 0 o. 4. 3 Intersect1on Traffic m Pk. Hr. -3486 Intersection Pdstrns in Pk. Hr. 18 Thru 271 337 348 375 370 355 354· 320 326 254 367 284 375 1454 244 218 213 200 218 199 204 216 237 235 . 219 195 244 892 Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht 31 0 36 0 2 17 0 0 0 6 6 43 0 58 0 12 13 I 5 0 15 4 44 0 74 0 24 35 I 2 0 19 14 53 0 87 0 16 27 2 5 0 20 9 41 0 99 0 43 40 1 8 0 21 23 48 0 74 0 39 43 0 4 0 49 24 59 0 81 0 18 36 I 5 1 37 16 28 I 61 0 18 40 1 4 0 31 23 30 0 53 0 8 44 2 6 0 16 II 38 0 59.• 0 10 35 2 2 0 6 12 59 0 49 0 21 54 0 9 0 II 16 58 0 66 0 23 59 1 5 0 21 13 59 1 99 0 43 59 2 9 1 49 24 201 0 34[ 0 116 146 4 22 1 127 72 Peak Hr. Factor 0.97 68 0 84 0 30 26 0 II 0 32 28 57 0 55 0 30 32 0 7 I 21 18 64 1 ·55 0 26 17 1 13 0 16 21 62 0 56 0 43 27 I 9 0 21 13 54 0 83 0 30 24 2 6 0 21 18 55 0 64 0 34 23 2 6 0 21 16 77 0 84 0 38 28 2 10 0 22 17 53 0 77 0 29 38 5 8 0 19 17 68 3 62 0 39 32 0 8 0 28 17 61 0 92 0 52 36 I 8 I 22 17 61 0 74. 0 34 35 0 9 0 26 ·15 50 0 68 0 37 20 0 8 0 13 20 77 3 92 0 52 38 .5 13 I 32 28 259 3 315 0 158 134 8 34 I 91 68 Peak Hr. Factor 0.96 Page I of3 15 min Total Peds Vehicles Peds 0 484 I 0 645 I I 729 2 0 773 2· 1 811 2 0 ·327 0 0 782 1 0 712 -2 0 674 2 0 605 2 3 782 3 1 726 2 3 827 3 I 3193 5 2 833 2 0 761 0 0 780 3 0 756 1 0 838 2 0 759 2 0 905 2 I 865 7 3 844 6 0 872 3 0 836 0 2 768 2 3 905 7 4 3486 18 . Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South AeJ!r (NB) 6:45AM to 7:45AM Left Thru Right Lane Inside 1 I Config -(left) 2 I urations 3 1 4 I 5 .I 6 Outside 7 Free-flow Lane Settings 2 3 Capacity 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Facto.r 0.10 Hourly Volume 64 532 Adjusted Hourly Volume 64 552 Utilization Factor 0.02 0.09 Critical Factors 0.02 ICU Ratio = 0.64 I 0 0 N N 20 0 0.00 LOS= ' North Annr (SB) West A Mr /EB\ Left Thru ~ Left Thru Right I I ' 1 I 1 I I I I I 2 3· 0 I 2 0 3600 6000 0 1800 4000 0 97 1454 201 341 116 146 97 1655 0 341 262 0 0.03 0.28 0.00 0.19 0.07 · 0,00 0.28 0.19 I B Page 2 of3 East A""r IWB\ Left Thru Right I I 1 I I 2 0 1800 4000 0 23 127 72 23 ·199 0 O.Ql 0.05 0.00 0.05 Turning Movements at Intersection of: Rancho Santa Fe Road and La Costa Avenue w e s t A p p r Time : 6:45 AM to 7:45 AM Date: 07/27/05 Day : Wednesday North Approach Name : Mike Y (AM) Chin (PM), Marie Sub -201 To~ totals J 385 _j 988 0 341 ; 603 116 ~ 146 7 i 64 7 Subtotals 1629 Total 2245 South Approach 2698 1752 1 1454 97, + L. t North t i 532 20 616 Rancho Santa Fe Road 946 L 72 +-127 r 23 1 Total Subtotals Sub- totals --- 222 233 La Costa Avenue Totals 455 Note : Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 5:00 PM to 6:00PM South Appr (NB) Lane Config - urations Inside (left) 1 2 3 4 5 6 Outside 7 Free-t16w Lane Settings . 2 3 Capacity 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 201 1217 Adjusted Hourly.Volume 201 1231 Utilization Factor 0.06 0.21 Critical-Factors 0.06 ICU Ratio = 0.57 0 0 N N 14- 0 0.00 LOS= North Annr (SB) West Annr fF.B) ' 1 1 1 2 3 0 1 2 0 3600 6000 0 1800 4000 0 102 892 259 315 1S8 134 102 11S1 0 31S 292 0 0.03 · 0.19 0.00 0.18 0.07 0.00 0.19 0.18 A -Page3 of3 East Annr (WB) 1 1800 35 3S 0.02 1 1 2 4000 91 159 0.04 0.04 1 0 0 68 0 0.00 Turning Movements at Intersection of: Rancho Santa Fe Road and La Costa A venue w e s t A p p r Time: S:00 PM to 6:00 PM Date: 07/27/0S Day : Wednesday North Approach · Name : Mike Y (AM) Chin (PM), Marie 1253 Sub-259 892 To.!!!!!__ totals J t 541 _j 1148 0 315 t 607 158 -->- 134 7 North +i t 201 1217 10 Subtotals 1070 . 1432 Total 2502, South Approach 28S6 3 102 ~ r 14 Rancho Santa Fe Road 1603 L 68 -+---91 r 3S 1 Total Subtotals Sub- totals 194 272 La Costa Avenue Totals 466 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM . SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 36 Intersection Location: Rancho Santa Fe Road & Camino De Los Coches Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. PeakHourICU Analysis and Turn Movement Diagram -"-•.. , I P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Rancho Santa Fe.Road E/W Street : Camino De Los Caches Count Date : Day: Wednesday 07/27/05 Weather: Sunny ' File : 2005 Int #36 Data Collected by : Caroline, David Traffic Control : Signalized; Traffic Control in place. South Annroach (NB) North Annroach (SB) . West Annroach /RB) East Annroach (WB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM • 7:15AM • 7:30AM • 7:45AM • 8:00AM 8:15AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 6:45 AM Peale 7:45 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45)'M 5:00PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. • 4.45 PM Peale 5:45PM Hour Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 0 0 0 U-Tm Thru Rioht Peds Left U-Trn Thru 0 87 4 0 3 0 247 0 100 9 2 10 I 278 0 146 21 0 9 2 375 0 143 35 0 13 0 404 0 108 59 2 20 7 357 0 117 113 0 25 I 356 0 156 16 0 7 0 380 0 136 13 I 11 I 336 0 154 12 0 8 0 385 0 139 25 0 5 0 306 0 131 16 0 8 I -355 0 162 34 I 18 2 361 0 162 113 2 25 7 404 0 524 · 223 2 65 8 1497 -Intersec!ton Traffic m Pk. Hr. -2623 Intersection Pdstms in Pk. Hr. 7 0 269 30 0 4 0 267 0 278 28 0 7 I 236 0 320 37 0 2 0 237 0 318 38 0 II 2 243 0 325 23 2 3 I 221 0 ·314 39 0 12 2 248 0 354 44 0 8 3 229 0 299 34 I 12 4 218 0 310 36 0 14 I 267 0 300 47 I 11 I 245 0 265 38 0 11 4 214 0 290 28 0 13 I 193 0 354 47 2 14 4 267 0 1277 153 I 46 10 962 Intersectton Traffic m Pk. Hr. -2624 Intersection Pdstrns in Pk. Hr. 6 Rioht Peds Left U-Trn Thru Rioht Peds Left U-Trn .Thru Right 0 Q 0 0 b 0 0 12 0 0 0 0 0 0 0 0 0 0 15 0 0 4 0 0 0 0 0 0 0 29 0 0 5 0 2 0 0 0 0 0 35 0 0 6 0 0 0 0 0 0 0 59 0 0 13 0 0 0 0 0 0 I 117 0 0 18 0 0 0 0 0 0 0 50 0 0 8 0 I 0 0 0 0 0 33 0 0 11 0 0 0 0 0 0 0 39 0 0 13 0 0 0 0 0 0 0 33 0 0 7 0 0 0 0 0 0 0 32 0 0 15 0 0 0 0 0 0 0 37 0 0 -9 0 2 0 0 0 0 1 117 0 0 18 0 2 0 0 0 0 I ·261 0 0 45 Peale Hr. Factor 0.88 0 0 0 0 0 0 0 14 0 0 13 0 0 0 0 0 0 0 13 0 0 15 0 0 0 0 0 0 0 20 0 0 6 0 0 0 0 0 0 0 20 0 0 4 0 I 0 0 0 0 0 23 0 0 7 0 I 0 0 0 0 0 31 0 0 II 0 0 0 0 0 0 0 29 0 0 12 0 0 0 0 0 0 0 36 0 0 15 0 2 0 0 0 0 0 32 0 0 10 0 0 0 0 0 o· 0 37 0 0 12 0 0 0 0 0 0 I 25 0 0 6 0 0 0 0 0 0 0 22 0 0 14 0 2 0 0 0 0 I 37 0 0 15 0 3 0 0 0 0 0 128 0 0 48 Peale Hr. Factor 0.97 Page 1 of3 · 15 min Total Peds Vehicles Peds 0 353 0 0 417 2 0 587 0 0 636 2 I 623 3 I 747 2 0 617 0 0 541 -2 0 611 0 2 515 2 . 0 558 0 0 623 I 2 747 3 2 2623 • 7 0 597 0 0 578 0 0 622 0 0 636 0 3 603 6 0 657 I I 679 I I 618 2 0 670 2 0 653 I 0 563 I 0 561 0 3 679 6 2 2624 6 (" Rancho Santa Fe Road at Camino De Los Coches Lane Configuration for Intersection Capacity Utilization Page 2 of3 ' Pk. Hr. Time Period : 1 6:45 AM to 7:45AM South Appr (NB) Lane Config- urations Inside (left) I .2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 I I I 3 6000 Are the North/So.uth phases split (YIN)? Are the East/West phases split (Y /N)? Efficiency Lost Factor 0.10 Hourly Volume 0 524 Adjusted Hourly-Volume 0 747 Utilization Factor 0.00 0.12 Critical Factors 0.00 0 0 N N 223 0 0.00 ICU Ratio = 0.42 LOS= .. Turning Movements at Intersection of : Time : 6:45 AM to 7:45 AM Date: 07/27/05: Day : Wednesday Name : Caroline, David Sub - To..!!!k..._ totals w e 0 s 0 0 0 t 0 0 0 A p p r Subtotals Total North Annr (SB) West Annr !FB\ East Annr (WB\ I 1800 73 73 0.04 A I I I 3 6000 1497 1497 0.25 0.25 0 0 0 0 0 0 0 0 0.00 0.00 ' Rancho Santa Fe Road North Approach 2147 1570 8 0 1497 73 J t ~ _t t __.. 7 North i t r 0 524 223 0 1758 747 2505 South Approach 0 0 0 0 0.00 0.00 and 0 0 0 0 0.00 0.00 1 I 2 3600 261 261 0.07 0.07 0 0 0 0 0.00 Camino De Los Coches 1800 45 45 0.03 Rancho Santa Fe Road Total 577 Subtotals Sub- totals Totals L 45 .-0 306 r 261 0 594 288 Camino De Los Cocbes Note: Left-tum volumes include U-tums. U-tums in bold. E a s I A p p r I ( Rancho Santa Fe Road at Camino De Los Coches Lane Configuration for Intersection Capacity Utilization Page 3.of3 Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45PM Lane Config - uration's Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 1 1 1 3 6000 · Are the North/South phases split (YIN)? Are the East/West phases· split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 1277 Adjusted Hourly. Volume 0 1430 Utilization Factor 0.00 0.24 Critical Factors 0.24 1 0 0 N N 153 0 0.00 ICU Ratio = 0.41 LOS= . Turning Movements at Intersection of : Time : 4:45 PM to 5:45 PM Date: 07/27/05 Day : Wednesday Name : Caroline; David Sub- To~ totals w e 0 s 0 0 0 t 0 0 0 A' p p r Subtotals Total 1 1800 56 56 0.03 0.03 A 1 1 3 6000 962 962 0.16 0 0 0 0 0 0 0 0 . 0.00 0.00 Railclio Sarita Fe Road North Approach 2353 1018 10 0 962 56 J + ~ _t _.. t 7 North i t r 0 1277 153 0 1090 1430 2520 South Approach East Annr (WB) 1 0 0 2 0 I 0 0 3600 0 1800 0 0 128 0 48 0 0 128 0 48 0.00 0.00 0.04 0.00 0.03 0.00 0.00 0.04 and Camino De Los Coches Rancho Santa Fe Road Total 1335 Subtotals Sub- totals Totals L 48 ~ 0 176 r 128 0 375 199 Camino De Los Coches Note: Left,tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD· ' TRAFFIC MONITORING PROGRAM SUMMER 2005 • INTERSECTION ANALYSIS SUMMARY Intersection Number: 37 Intersection Location: Rancho Santa Fe Road & Olivenhain Road/ Camino Alvaro Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 "' RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: O!ivenhain Road/Camino Alvaro E/W Street : Rancho Santa Fe Road Count Date: 07/27/05 Day : Wednesday Weather: Sunny File : 2005 Int #37 Data Collected by : Raul, Chris Traffic Control : Signalized South Annroach INR) North Annroach /SB) WestAnnroacbll1.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM * 8:00AM * 8:15 AM * 8:30AM • 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7.30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00 PM 5:15 PM • 5:30PM • 5:45PM • 6:00PM • 6:15PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00PM Peak 6:00PM Hour Left 21 27 42 54 65 73 112 145 141 66 108 134 145 464 126 103 98 91 83 88 108 81 101 129 87 88 129 419 U-Tm Thru Rioht Peds Left U-Tm 0 2 II 0 3 0 0 0 II 2 2 0 0 0 42 0 1 0 0 0 34 0 4 0 0 0 37 0 7 0 0 0 44 0 4 0 0 I 62 0 5 0 .0 0 111 0 4 0 0 0 91 0 7 0 0 0 73 0 2 0 0 0 45 0 9 0 0 0 57 1 3 0 0 2 111 2 9 0 0 I 337 0 18 0 Intersection Traffic m Pk. Hr. -3448 Intersection Pdstrns in Pk. Hr. = · 1 0 5 95 2 0 1 130 0 0 4 126 0 0 5 160 0 0 2 103 0 0 4 112 0 0 9 151 0 0 I 108 0 0 6 96 0 0 4 120 0 0 2 82 0 0 2 89 0 0 9 160 2 0 20 475 0 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 7 4 3 4 3 2 6 ~ 2 3 4 1 7 17 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3425 I Thro Right Peds .Left U-Tm Thru Rioht Peds 2 3 0 I 0 83 0 0 3 2 0 0 0 108 0 0 I I 0 0 0 145 2 0 2 6 0 I 0 140 2 0 6 1 0 0 0 155 0 0 7 3 0 0 0 172 2 0 3 6 0 2 0 162 0 0 3 7 0 4 0 118 0 0 3 3 0 5 0 124 2 0 7 6 1 1 0 165 2 0 2 6 0 1 0 130 0 0 5 5 0 2 0 168 0 0 7 7 I 5 0 172 2 0 16 22 I 12 0 569 4 0 Peak Hr. Factor 0.99 1 5 0 2 1 j95 4 0 2 3 0 2 0 236 1 0 3 1 0 3 0 219 3 0 1 3 0 3 0 283 2 0 1 1 0 3 1 336 0 0 2 3 0 4 1 273 '0 0 1 8 0 I 0 328 0 0 0 3 0 I 0 332 2 0 2 7 0 I 0 271 I 0 I I 0 2 0 304 4 0 4 2 0 3 I 282 I 0 0 3 I 3 0 334 2 I / 4 8 I 4 I 336 4 I 4 19 0 5 0 1235. 7 0 Peak Hr. Factor 0.97 East Aooroach (WB) Left U-Tm Thru Right 49 0 212 0 113 0 231 0 176 0 287 3 173 0 346 4 151 0 336 1 138 0 389 6 175 0 336 8 163 0 300 4 124 0 343 0. 152 0 389 II 139 0 287 4 114 0 270 2 176 0 389 II 614 0 1368 23 56 0 271 9 61 0 242 6 68 0 216 10 66 0 255 18 74 0 230 8 76 0 242 14 45 0 207 3 67 0 274 10 73 0 266 11 59 0 204 5 64 0 197 I 56 0 168 8 76 0 274 18 244 0 951 29 Page I of3 15 min Total Peds Vehicles Peds 0 387 0 0 497 2 0 700 0 . 0 766 0 0 759 0 1 838 1 0 872 0 0 859 0 0 843 . 0 ii 874 1 0 731 0 0 760 1 1 874 2 0 3448 1 0 777 2 0 791 0 0 754 0 0 891 0 0 845 0. 0 821 0 0 867 0 0 885 0 0 837 0 1 836 I 0 730 0 0 754 2 I 891 2 I 3425 I / Olivenhain Road/Camino Alvaro at Rancho Santa Fe Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : 7:30AM to South Appr (NB) . 8:30AM Lane Config - urations Inside (left) 1 2 3 4 5 6 Outside 7 Free~flow Lane Settings 0 1 Capacity O 2000 Are the North/South phases split (YIN)? Are the East/West phases·split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume · 464 I Adjusted Hourly.Volume O 465 Utilization Factor 0.00 0.23 Critical Factors · 0.23 ICU Ratio = 0.68 I 0 0 N N 337 0 0.00 LOS= North Annr /SB) I 0 I 0 0 2000 0 18 16 22 0 56 0 0.00 0.03 0.00 0.00 B West Annr 11"8) .. East Annr /WB) 1 2 0 1 2 1 1800 4000 0 1800 4000 1800 12 569 4 377 1368 23 12 573 0 377 1368 23 0,01 0.14 0.00 .0.21 0.34 0.01 0.14 0.21 Turning Movements at Intersection of: Olivenhain Road/Camino Alvaro and Rancho Santa Fe Road w e s t A p p r Time : 7:30 AM to 8:30AM Date: 07/27/05 Day : Wednesday Name : Raul, Chris Sub- Totals totals 2439 1854 585 0 North Approach 22 J 12 _t 569 _., 4 7 ~ 92 56 0 16 18 + L. t North t r Olivenhain Road/Camino Alvaro 36 L 23 ◄ u68 r 377 0 Total· Subtotals Sub- totals 1768 924 Totals 2692 464 337 Rancho Santa Fe Road Subtotals Total 397 0 802 1199 ( South Approach Note : Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r Olivenhain Road/Camino Alvaro at Rancho Santa Fe Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 · ' Pk. Hr. Time Period : South Appr (NB) North Annr /SB) WestAnnr /EB\ East Annr IWB\ 5:00 PM to 6:00PM Left Thru Right ~ Thru ~ Left Thru . Right Left Thru Right Lane Config- urations Inside (left) 1 2 3 4 5 6 Ouiside 7 Free-flow 1 Lane Settings O 1 Capacity O 2000 Are. the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume · 419 20 Adjusted Hourly Volume O 439 Utilization Factor 0.00 0.22 Critical Factors 0.22 ICU Ratio = 0.77 Turning Movements at Intersection of : w e s t Time: 5:00 PM to 6:00 PM Date: . 07/27/05 Day : Wednesday Name : Raul, Chris Sub- To~ totals 1389 2636 0 1247 1 1 . 1 0 0 1 0 0 0 2000 0 N N 475 17 4 19 0 0 40 0 0.00 0.00 0.02 0.00 0.00 LOS= C 1 2 0 1800 4000 0 5 1235 7 5 1242 0 0.00 0.31 0.00 0.31 1 1800 244 244 0.14 0.14 1 1 2 4000 951 951 0.24 1800 . 29 29 0.02 Olivenhain Road/Camino Alvaro and Rancho Santa Fe Road North Approach 19 J ___t 5 1235_., 7 40 4 + t North 94 0 17 ~ Olivenhain Road/Camino Alvaro 54 L . 29 +--951 r 244 0 Total Subtotals ,, Sub- totals 1224 1727 Totals E a s t 2951 A p p A p p r. 7 i t r .r Subtotals Total 255 419 0 1169 South Approach 20 475 914 Rancho Santa Fe Road Note : Left-tum volumes include U-tums. U-tums in bold. ' '-CITY OF CARLSBAD TRA~FIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 38 Intersection Location: Carlsbad Village Drive & State Street Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 "' RICK I ENGINEERING COMPANY Transporration Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: NIS Street : State Street Count Date: 07112105 End of 15 EIW Street: Carlsbad Village Drive Day : Tuesday Weather: Sunny South Anoroach /NB) File : 2005 Int #38 Data Collected by : Jessica, Michelle Traffic Control : Signalized North A nnroach ISBl WestAonroach/EB) East Anoroach (WB) Page i of3 15 min Total min. prd. Left U-Tm Thro Ri•ht Peds Left U-Tm Thro Ri•ht Peds Left U-Tm Thro Right. Peds Left U-Tm Thro Riehl Peds Vehicles Peds 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15 AM • 8:30AM • 8:45AM • 9:00AM • Max. 15 min. Pk Hr. Vol. -··--- 8:00 AM Peale_ 9:00AM Hour 3:45PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00PM 5:15 PM • 5:30PM • 5:45PM • 6:00PM • 6:15PM 6:30PM Max. 15min. Pk.Hr. Vol. 5:00 PM Peale 6:00PM Hour I 0 7 2 4 4 7 6 6 4 11 8 11 29 12 13 11 10 8 16 10 16 12 12 12 6 16 50 0 3 0 0 3 0 0 . 1 0 0 3 0 0 4 0 0 7 0 0 1 0 0 8 0 0 7 0 0 3 0 0 7 0 0 10 0 0 3 0 0 12 0 0 7 0 I II 0 0 8 0 0 9 0 0 9 I 2 9 0 0 5 0 I 14 0 0 8 3 0 8 0 0 9 3 2 14 0 0 30 4 3 40 0 Intersection Traffic in Pk Hr. = 753 Intersection Pdstrns in Pk. Hr. = 22 0 14 5 6 24 0 0 14 6 I 20 0 0 14 II 4 17 o· 0 6 8 4 21 0 0 4 3 1 28 0 0 12 4 2 23 0 0 14 6 5 29 0 0 6 4 2 25 0 0 7 4 8 24 0 0 3 6 7 19 0 0 4 10 1 24 0 0 7 3 3 22 0 0 14 II 8 29 0 0 30 20 22 97 0 Intersection Traffic in Pk Hr. = 1504 Intersection Pdstrns in Pk. Hr. = 118 3 3 2 2 0 3 3 0 3 0 6 4 0 0 0 3 3 1 1 0 2 7 1 4 0 5 8 0 2 0- 8 3 2 3 0 10 5 0 2 0 10 2 0 0 0 8 3 1 3 0 6 5 0 6 0 12 6 0 3 0 12 8 2 6 0 36 16 1· 12 0 Peale Hr. Factor --. 0.84 16 8 7 2 0 14 8 10 8 0 16 10 5 8 0 14 14 2 8 0 21 13 20 10 0 14 14 6 4 0 19 9 10 18 0 12 7 9 18 0 10 II 12 15 0 15 5 9 10 0 10 8 4 9 0 10 7 9 7 0 21 14 20 18 0 56 32 40 61 0 Peale Hr. Factor --0.92 25 I 2 4 0 31 6 0 82 4 12 0 l 1 0 39 5 1 70 2 34 2 1 2 0 61 12 3 139 4 41 2 3 2 0 64 8 4 135 8 43 1 2 2 0 67 8 i 148 4 51 5 3 1 0 50 4 1 147 _ _ 4 62 1 0 2 0 58 12 1 171 3 41 3 1 2 0 63 8 . 3 158 5 49 6 2 3 0 64 13 2 170 · 4 58 6 1 3 0 50 8 4 162 8 55 . 2 2 4 0 77 11 3 196 6 84 7 2 4 0 69 13 2 225 4 - 84 7 3 4 0 77 13 4-225 8 246 21 7 14 0 260 45 II 753 22 120 7 12 5 0 97 18 15 328 40 122 12 0 5 0 101 16 15 339 26 132 7 7 9 0 121 33 25 · 389 41 143 13 10 9 0 118 21 7 385· 23 108 II 6 13 0 91 25 12 335 39 111 6 12 5 0 113 19 14 341 34 123' 17 8 4 0 140 20 9 409 32 118 14 7 3 0 129 17 4 369 22 116 5 1 7 0 131 25 6 367 27 104 7 14 8 0 146 24 7 359 37 109. 5 10 7 0 127 8 10 333 25 126 10 18 7 0 115 16 6 336 36 143 17 18 13 0 146 33 25 409 41 461 43 30 22 0 546 86 26 1504 118 State Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : South AJ:!Er (NB) North Annr (SB) West Annr IFB) . East Annr (WB) 8:00AM to 9:00AM Left Thru ~ Left Thru Right . Left Thru Right Left Thru ~ Lane Inside I Config -(left) 2 I I ,1 I I I urations 3 I I 4 I 5 6 Outside ·7 Free-flow Lane Settings 0 0 0 I 0 2 0 2 0 Capacity 0 2000. 0 0 2000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 29 30 4 40 36 16 12 246 21 14 260 45 Adjusted Hourly Volume 0 63 0 0 92 0 12 267 0 14 305 0 Utilization Factor 0.00 0.03 0.00 0.00 0.05 0.00 0.01 0.07 0.00 0.01 0.08 0.00 Critical Factors 0.00 0.05 0.01 0.08 ICU Ratio = 0.24 LOS= A Turning Movements at Intersection of: State Street and Carlsbad Village Drive Time : 8:00 AM to 9:00AM North Approach Date: 07/12/05 Day : Tuesday Name: Jessica, Michelle 92 Sub-16 36 To~ totals J + w e 305 __j s 584 0 12 t 279 246· ___.. t 21 7 A North p t p i r 29 30 0 Subtotals 71 63 Total 134 South Approach State Street 179 87 0 40 ~ L 45 ~ 260 r 14 r 4 Total Subtotals Sub- totals Totals 319 0 609 290 Carl.shad Village Drive Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r State Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : 5:00 PM to 6:00PM South Appr (NB) Lane Config - urations Inside (left) 1 2 1 3 4 5 6 Outside ·7 Free-flow Lane Settings 0 Capacity 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 50 30 Adjusted Hourly Volume 0 100 Utilization Factor 0.00 0.05 Critical Factors 0.00 0 0 N N 20 0 0.00 ICU Ratio = 0.38 LOS= Turning Movem~nts at IntersectiOn of; Time: 5:00 PM to 6:00 PM Date: 07/12/05 Day : Tuesday Name : Jessica, Michelle Sub~ To.!!!k..._ totals w e 628 s 1193 0 61 t 565 461 43 A p p r Subtotals Total North Annr /SB) WestAppr (EB) 1 0 0 1 0 2000 0 1800 97 56 32 61 0 185 0 61 0.00 0.09 0.00 0.03 0.09 0.03 A State Street North Approach 362 185 0 32 56 97 J + ~ ~ t __.. 7 North i t r 50 30 20 0 121 100 221 South Approach 1 1 2 0 2 0 4000 0 1800 4000 0 461 43 22 546 86 504 0 22 632 0 0.13 0.00 0.01 0.16 0.00 0.16 and Carlsbad Village Drive State Street 177 L 86 +--546 r 22 Total Subtotals · Sub- totals Totals 654 0 1232 578 Carlsbad Village Drive Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD ' TRAFFIC MONITORING PROGRAM SUMMER 2005 · INTERSECTION ANALYSIS SUMMARY Intersection Number: 39 Intersection Location: Carlsbad Village Drive & Harding Street Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Di,,.ision RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Harding Street Count Date: 07/12/05 E/W Street : Carlsbad Village Drive Day : Tuesday Weather: Sunny File : 2005 Int #39 Data Collected by : Marie, Mike C. Traffic Control : Signalized South Annroach INRI North Annroach (SB) West Annroach IRB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15 AM • 8:30AM • 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00AM Peak 9:00AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM 4:45PM • 5:00PM • 5:15 PM • 5:30PM • 5:45PM 6:00PM 6:15PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30PM Peak 5:30PM Hour Left 2 2 3 I 0 7 7 9 6 2 3 !I I! 22 8 2 10 11 3 7 7 9 5 5 4 3 11 26 U-Tm Thru Riehl Peds 0 4 9 0 0 6 18 I 0 5 8 3 0 6 15 I 0 10 16 0 0 I! 16 0 0 4 14 2 0 23 29 0 0 12 29 0 0 9 12 0 0 16 19 6 0 14 11 2 0 23 29 6 0 51 71 8 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 19 18 2 0 . 18 12 4' 0 16 20 13 0 19 13 12 0 12 22 3. 0 22 18 10 0 29 31 I! 0 26 19 I 0 12 IO 5 0 15 12 3 0 I! 13 3 0 10 14 2 0 29 31. 13 0 89 90 25 Left 26 19 14 26 27 18 26 21 22 24 33 25 33 104 21 49 36 44 36 46 55 46 61 44 46 36 61 183 U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1462 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. = 2481 Intersection Pdstrns in Pk. Hr. 51 Thru 2 3 I 4 5 4 5 12 8 8 7 4 12 27 4 .. 7 8 3 9 11 14 12 13 19 17 7 19 46 Right Peds Left U-Tm Thru Riehl Peds 0 0 6 0 32 I 3 2 0 2 0 49 3 2 I 0 3 I 53 2 0 2 I I 4· 69 4 2 2 I 5 0 54 3 I 2 I 0 0 ·94 4 0 2 0 7 2 100 8 I 2 ·o 3 0 83 2 0 5 2 3 0 90 4 4 2 0 I 3 107 6 I 2 I 2 I !13 6 5 . I 0 9 I 113 7 5 5 , 2 9 4 1!3 8 5 IO 3 15 5 423 23 15 Peak Hr. Factor 0.85 I 0 3 3 218 3 I 3 0 9 4 224 9 I 3 0 6 3 216 6 2 2 0 7 4 212 11 2 3 0 2 4 236 11 10 2 0 4 0 201 6 4 3 0 5 3 . 217 7 5 2 0 3 I 263 6 I. 2 I 4 0 243 12 3 3 0 IO 2 221 6 2 3 0 3 I 201 6 6 I 0 9 I 206 15 7 3 I IO 4 · 263 15 10 10 0 14 8 917 30 20 Peak Hr. Factor 0.94 East Annroach (WB) Left U-Tm Thru Riehl I! 2 36 2 8 8 39 2 I! 3 47 6 4 2 58 3 18 9 61 10 18 5 74 12 21 8 63 I! 31 4 123 IO 17 8 1!0 12 13 12 1!0 23 22 7 124 18 48 3 163 21 48 12 163 23 100 30 507. 74 12 8 157 13 23 !I 178 14 12 3 212 23 II 2 169 18 18 8 227 21 30 9 176 25 22 9 223 29 28 I! 220 12 · IO I! 166 18 25 4 181 16 17 4 150 23 23 6 106 18 30 11 227 29 98 37 846 87 Page I of3 15 min Total Peds Vehicles Peds 0 133 3 2 161 5 0 158 3 I 199 5 0 220 2 0 26,5 I 0 278 3 - 0 352 0 0 326 6 5 332 6 0 373. 12 0 431 7· 5 431 12 5 . 1462 31 0 488 3 I 563 6 I 574 16 0 526 1,4 3 612 16 I 557 15 2 654 18 0 658 2 0 567 9 I 563 6 0 499 9 0 455 9 3 658 18 6 2481 51 Harding Street at Carlsbad Village Drive . Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : 8:00 AM to 9:00AM South Appr (NB) Lane Config - urations Inside (left) Outside Free-flow 2 3 4 5 6 7 Lane Settings O I Capacity O 2000 Are the North/South phases split CUN)? Are the East/West phases split (:{M)? Efficiency Lost Factor 0.10 Hourly Volume 22 51 Adjusted Hourly Volume O 144 Utilization Factor 0.00 0.07 Critical Factors 0.07 0 0 N N 71 0 0.00 ICU Raiio = 0.35 LOS= Turning Movements at Intersection of: w e s t A p p r Time : 8:00 AM to 9:00 AM Date: 07/12/05 . Day : Tuesday Name : Marie, Mike C. Sub- To~ totals 1010 544 466 5 Subtotals Total 20 423 23 North Annr (SB) I 0 1 0 0 2000 O· 1800 104 27 10 20 0 141 0 20 0.00 0.07 0.00 0.01 0.00 A Harding Street North Approach 281 141 0 10 27 104 J t L. _j _.., t 7 North i t i 22 51 71 0 150 144 294 South Approach East Annr /WB) 1 ·1 1 2 0 1 2 0 4000 0 1800 4000 0 423 23 130 507 · 74 446 ,Q 130 581 0 0.11 0.00 0.07 0.15 0.00 0.11 0.07 and Carlsbad Village Drive Harding Street 140 L 74 ._ 507 r 130 30 Total Subtotals Sub - totals 711 628 Totals 1339 Carlsbad Village Drive Note : Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r Harding Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : 4:30 PM to 5:30PM South Appr (NB) Lane Config- urations Inside (left) I 2 I 3 4 5 6 Outside . 7 Free-flow Lane Settings 0 Capacity 0 I I 2000 Are the North/South phases split (YIN)? Are the East/West phases split (Y/N)7 Efficiency Lost Factor 0.10 Hourly Volume 26 89 Adjusted Hourly Volume 0 205 Utilization Factor 0.00 0.10 Critical Factors 0.00 ICURatio = 0.54 Turning Movements at Intersection of: Time : 4:30 PM to 5:30 PM. Date: 07/12/05 Day : Tuesday Name : Marie, Mike C. Sub- To~ totals w e 890 s 1859 8 t 969 A p p r 0 0 N N 90 0 0.00 LOS= 22 917 30 Subtotals Total WestAnnrffiB) East Annr (WB) I I 0 0 I 0 2000 0 1800 183 46 10 22. 0 239 0 22 0.00 0.12 0.00 0.01 0.12 A Harding Street North Approach 429 239 0 10 46 183 J + ~ _t --+ t 7 North i t r 26 89 90 0 174 205 379 South Approach I I 2 4000 917 947 0.24 0.24 and I I I 0 1 2 0 0 1800 4000 0 30 135 846" 87 0 135 933 0 0.00 0.08 0.23 0.00 0.08 Carlsbad Village Drive Harding Street 190 L 87 +-846 r 135 Total Subtotals Sub - totals Totals 1068 37 2295 1227 Carlsbad Village Drive Note : Left-turn volumes include U-tums. U-tums fn bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 40 Intersection Location: Poinsettia Lane & Aviara Parkway Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement :Qiagram ( Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Aviara Parkway E/W Street : Poinsettia Lane Count Date: 08/10/05 Day: Wednesday Weather : Sunny File : 2005 Int #40 Data Collected by: Raul, Tom Traffic Control : Signalized South A••roach (NB) North Annroach (SB\ West Annroach fRB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM * 8:00AM * 8:15AM * 8:30AM * 8:45.AM 9:00AM Max. 15min. Pk Hr. Vol. 7:30 AM Peale 8:30AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM * 5:15 PM • 5:30PM • 5:45PM * 6:00PM 6:15 PM 6:30PM Max. 15min. Pk Hr. Vol. 4:45 PM Peale 5:45 PM Hour Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds 48 0 6 0 0 0 0 3 11 0 24 0 13 0 0 3 0 5 21 1 55 0 31 1 0 7 0 4 31 4 52 0 26 4 0 4 0 29 20 0 78 0 31 0 0 3. 0 24 28 1 70 2 34 0 0 3 0 20 14 0 61 0 37 2 0 6 0 28 21 1 99 0 61 0 0 6 0 15 20 2 54 0 40 1 0 7 0 37 21 0 65 1 45 0 0 2 0 25 26 0 68 0 35 0 0 7 0 54 27 0 49 0 44 1 0 10 1 40 17 2 99 2 61 4 0 10 1 54 31 . 4 279 1 183 3 0 21 0 105 88 3 Intersection Traffic in Pk Hr, = 1694 Peale Hr. Factor Intersection Pdstrns in Pk. Hr. = 4 71 0 53 1 0 13 0 77 53 1 62 0 51 3 0 7 0 84 38 0 65 0 50 0 0 12 I 9i 62 0 66 0 38 1 0 15 0 64 56 0 75 0 55. 0 0 14 0 79 66 0 77 0 54 0 0 10 0 88 91 0 73 0 61 1 0 16 I 101 123 0 94 0 49 0 0 34 I 98 117 0 74 0 47 2 0 22 0 98 86 0 60 0 33 2 0 12 0 89 76 0 70 0 38 0 0 17 0 66 54 0 73 0 46 2 0 14 0 65 47 0 94 0 61 3 0 34 1 101 123 1 318 0 211 3 0 82 2 385 417 0 Intersection Traffic in Pk. Hr. = 2287 Peale Hr, Factor Intersection Pdstrns in Pk. Hr. = 3 Left U-Tm Thru Ri•ht Peds 6 0 21 13 0 17 0 21 18 0 28 0 36 22 0 46 0 36 24 0 34 2 36 19 0 76 0 37 33 0 116 0 40 54 0 131 0 30 38 0 122 I 35 53 0 106 0 37 41 0 86 0 37 34 0 88 3 47 36 0 131. 3 47 54 0 475 1 142 186 0 0.92 50 0 29 52 0 31 2 41 . 78 0 29 0 35 63 I 24 0 29 67 0 32 I 52 91 0 41 0 48 70 0 42 0 47 80 0 28 1 44 87 0 33 1 65 70 0 22 0 48 95 0 34 1 36 100 0 26 0 42 68 0 50 2 65 100 1 144 2 204 307 0 --. 0.94 Page I of3 East A •·roach IWBl 15 min Total Left U-Tm Thru Ri•ht Peds IV ehicles Peds 0 0 33 3 0 144 0 0 0 43 1 1 166 2 2 0 50 4 0 271 4 ' 2 0 42 12 0 297 0 0 0 60 6 1 321 2 1 0 30 11 1 331 1 0 0 48 8 0 421 1 0 0 45 16 1 461 3 2 0 26 9 0 408 0 0 0 41 15 0 404 0 1 0 39 9 0 397 0 3 0 40 8 1 387 3 3 0 60 16 1 461 4 2 0 160 48 1 1694 4 . 4 0 40 6 0 449 1 3 0 36 9 I 445 I 0 0 36 3 I 447 2 I 0 37 8 0 406 0 7 0 31 9 0 512 0 3 O· 36 15 0 533 0 3 0 48 9 1 605 I 4 0 43 6 0 606 0 2 0 32 11 2 543 2 3 0 36 16 0 492 0 2 0 53 It 0 482 0 1 0 39 13 1 436 1 7 0 53 16 2 606 2 12 0 159 41 3 2287 3 Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr (WB) Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) Outside Free-flow Lan'e Settings Capadty 1 ·2 3 4 5 6 7 1 1 1 1 2 2 3600 4000 Are the North/South phases split (YIN)? Are the East/West phases ,split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 280 183 Adjusted Hourly Volume 280 186 Utilization Factor 0.08 0.05 Critical Factors 0.08 ICURatio = 0.41 Turning Movements at Intersection of: .Time: 7:3.0 AM to 8:30AM Date: 08/10/05 Day : Wednesday Name : Raul, Tom Sub- To~ totals w e 528 s. 1332 1 t 804 A p p r 1 . 0 0 N N 3 0 0.00 LOS= 476 142 186 Subtotals Total North Annr (SB) West Annr /EB\ 1 1 1 1 2 0 2 1800 4000 0 3600 21 105 88 476 21 1.93 0 476 0.DI 0.05 0.00 0.13 0.05 0.13 A Aviara Parkway North Approach 920 214 0 88 105 21 J + ~ _j __.. t 7 North ~ t r 280 183 3 1 294 466 760 South Approach 1 1 . 1 1 2 1 2 0 2000 3600 1800 4000 0 142 186 2 160 48 142 186 2 . 208 0 0.07 . 0.05 0.00 0.05 0.00 0.05 and Poinsettia Lane Aviara Parkway 706 L 48 .. 160 ... 2 Total . Subtotals Sub- totals Totals 210 0 376 .166 Poinsettia Lane Note : Left-tum volumes include U-tums. U-tums in bold. E a s A p p r l l / Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South AQ~r (NB) 4:45PM to 5:45PM Left Thru Right Lane Inside I I Config -(left) 2 I urations 3 4 5 6 Outside 7 Free-flow Lane Settings 2 2 0 Capacity 3600 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 318 211 3 Adjusted Hourly Volume 318 214 0 Utilization Factor 0.09 0.05 0.00 Critical Factors 0.09 ICU Ratio = 0.50 LOS= Turning Movements at Intersection of : Time : 4:45 PM /o 5:45 PM Date: 08/10/05 Day : Wednesday Name : Raul, Tom Sub- To~ totals w e 896 s 1553 2 146 t 657 204 307 A p p r Subtotals Total North Annr (SB) West Annr /EB) East Annr (WB) Left Thru Right · Left Thru Right Left Thru ...R!gl_i!_ I I I I I 1 1 2 0 2 2 I 2 0 1800 4000 0 3600 2000 3600 1800 4000 0 84 385 417 146 204 307 12 159 41 84 802 0 146 204 307 12 200 0 0.05 0.20 0.00 0.04 0.10 0.09 O.oI 0.05 0.00 0.20 0.10 0.01 A Aviara Parkway and Poinsettia Lane North Approach 1284 886 2 417 385 84 J + ~ ~ ~ t 7 North i t r 318 211 3 0 704 532 1236 South Approach Aviar~ Parkway 398 L 41 +-159 r 12 Total Subtotals Sub- totals Totals 212 0 501 289 Poinsettia Lane Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 41 Intersection Location: Poinsettia Lane & Paseo Del Norte Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and furn M:~vement Diagram ' Pagel Page2 Page3 "' RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City: Carlsbad Intersection of: N/S Street : Paseo Del Norte E/W Street : Poinsettia Lane Count Date: 08/I0/05 Day : Wednesday Weather: Sunny File : 2005 Int #4 I Data Collected by : Carlos, David Traffic Control : Signalized South Annroach /NB) North Annroach /SB\ WestAnnroach/Ji'.Bl Endofl5 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.15 AM Peak 8:15 AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45 PM • 6:00PM • 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00PM Peak 6:00PM Hour Left 4 6 8 6 7 8 8 14 9 IO 4 6 14 39 8 3 5 4 7 8 9 9 9 4 5 7 9 31 U-Tm Thru Riehl Peds Left U-Tm 0 3 0 I 2 0 0 0 0 0 6 -0 ·o I I 0 4 0 0 2 I I . 4 0 0 0 I 0 3 0 0 3 0 I 9 0 0 5 2 2 6 0 0 2 I 0 4 0 0 3 3 0 14 0 0 I 2 I 11 0 0 I I 2 11 0 0 I I 0 9 0 0 5 3 2 14 0 0 13 6 3 33 0 Intersect10n Traffic m Pk. Hr. -2366 Intersection Pdstrns in Pk. Hr. 7 0 0 0 2 24 0 0 0 I I 33 0 0 5 3 0 35 0 0 I I I 34 0 0 0 3-I 38 0 0 I 3 0 29 0 0 0 0 0 32 0 0 2 I I 29 0 0 I 2 I 34 0 0 0 I I 20 0 0 4 I I 35 0 .0 2 3 0 13 0 0 5 3 2 38 0 0 3 4 3 115 o. Intersecl!on Traffic m Pk. Hr. -3177 Intersection Pdstrns in Pk. Hr. 8 Tbru Rioht Peds Left U-Tm Tbru Rioht Peds I 44 0 3 0 83 0 I 0 48 0 12 0 130 2 I I . 51 0 18 0 177 I 2 0 55 0 27 0 159 4 0 0 65 0 27 0 172 2 I 2 56 0 42 0 226 9 2 I 71 0 46 0 297 3 0 I 58 0 41 0 238 -6 0 I 71 0 35 0 235 4 0 0 67 0 56 0 188 4 0 2 78 0 43 0 229 4 0 2 67 0 44 0 144 3 0 2 78 0 56 0 297 9 2 5 256 0 164 0 996 22 2 Peak Hr. Factor 0.95 I 71 0 73 0 226 16 0 I 58 0 71 0 222 4 I 2 74 0 68 0 235 6 0 4 56 0 70 0 266 16 0 2 73 0 69 ·O 244 7 0 0 75 0 63 0 254 15 0 4 74 0 75 0 289 IO 0 3 74 0 94 0 245 9 0 8 84 0 85 0 312 8 0 I 69 0 94 0 309 5 0 4 82 0 86 0 246 9 0 4 39 0 69 0 288 9 0 8 84 0 94 0 312 16 I 16 301 0 348 0 r155 32 0 Peak Hr. Factor 0.93 East A ""roach (WB) Left U-Tm Thru Rioht 0 0 125 3 0 0 120 I I 0 178 12 2 0 131 9 0 0 212 7 2 0 188 12 I 0 158 19 4 0 242 14 0 0 172 20 I 0 207 6 0 0 191 21 I 0 215 14 4 0 242 21 7 0 760 65 4 0 188 15 2 0 190 IO 4 0 158 20 I 0 155 18 3 0 187 25 5 0 195 23 3 0 301 24 5 0 298 17 3 0 278 30 2 0 198 13 2 0 201 26 4 0 232 8 5 0 301 30 13 0 1075 84 Page I of3 15 min Total Peds !Vehicles Peds 0 268 2 0 325 I 0 453 2 2 400 3 0 496 I. I 557 4 0 617 2 I 625 I 0 567 0 0 553 I 0 585 2 0 507 0 2 625 4 2 2366 7 0 626-2 0 595 2 2 615 2 0 626 I 2 658 3 0 671 0 I 821 I 3 786 4 0 854 I I 716. 2 0 701 I 0 678 0 3 854 4 5 3177 8 Paseo Del Norte at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : South AEEr (NB) North A ,:;"r fSB) West Annr /RB\ East Annr (WB\ 7:15 AM to 8:15 AM Left Thru Right Left Thru ~ Left Thru ~ Left Thru Right Lane Inside I I Config-(left) 2 I I I I urations 3 4 ·5 6 Outside 7 Free-flow Lane Settings I 0 I 0 2 2 I 2 0 Capacity 1800 2000 0 1800 2000 0 3600 4000 1800 1800 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor O.IO Hourly Volume 39 13 6 33 5 256 164 996 22 7 760 65 Adjusted Hourly Volume 39 25 0 33 261 0 164 996 22 7 825 0 Utilization Factor 0.02 0.01 0.00 0.02 0.13 0.00 0.05 0.25 0.01 ci.oo 0.21 0.00 Critical Factors 0.02 0.13 0.25 0.00 ICU Ratio = 0.50 LOS= A Turning Movements at Intersection of : Paseo Del Norte and Poinsettia Lane Time:.7:15AM to 8:15 AM North Approach Paseo Del Norte Date: 08/10/05 Day : Wednesday 536 Total Name : Carlos, David 294 -242 Subtotals 0 Sub-256 5 33 Sub· To~ totals J t ~ totals Totals w E e l055 _j L a s 2237 0 164 t 65 s t 1182 996 _. -+--760 832 t 22 7 r 7 0 1867 A North A p 1035 p p i t r p r r 39 13 6 Poinsettia Lane 0 Subtotals 34 58 Total 92 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. Paseo Del Norte at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization· Pk. Hr. Time Period : South AQQr (NB) North Annr (SB) West Annr !EB) 5:00PM to • 6:00PM Left Thru ~ Left Thru ~ Left• Thru~ Lane Inside I I I I Config, (left) 2 I I I I I urations 3 I 4 I 5 I 6 Outside 7 Free-flow Lane Settings .I I 0 I I 0 2 2 I Capacity 1800 2000 0 1800 2000 0 3600 4000 1800 Are the North/South phases.split (YIN)? N Are the EasVW est phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 31 3 4 115 16 301 .348 1155 32 Adjusted Hourly Volume 31 7 0 115 317 0 348 1155 32 Utilization Factor 0.02 0.00 0.00 0.06 0.16 0.00 0.10 0.29 0.02 Critical Factors 0.02 0.16 0.10 ICU Ratio = 0.67 LOS= B Page 3 of3 East Annr (WB) Left Thru ~ 1 I I ·I I 2 0 1800 4000 0 13 1075 84 13 1159 0 O.ot 0.29 0.00 0.29 Turning Movements at Intersection of : Paseo. Del Norte and Poinsettia Lane w e s t A p .p r Time: 5:00 PM to 6:00 PM Date: 08/10/05 · Day : Wednesday Name : Carlos, David Sub- To.!!!!!__ totals 1407 2942 1535 0 Subtotals Total North Approach 348 ___j. 1155--+ 32 7 61 301 16 J t t North +i t 31 3 0 38 99 Paseo Del Norte 867 Total 435 Subtotals 0 115 Sub- ~ totals L 84 +-1075 1172 r 13 0 1274 r 4 ·Poinsettia Lane Totals . 2446 South Approach Note : Left-tum volumes include U-tums. U-tums in bold. E a s I A P. p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 42 Intersection Location: Poinsettia Lane & Avenida Encinas Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram p .M. Peak Hour ICU Analysis and Tum Movement Diagram ' ' Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportarion Division RICK ENGINEERING TORNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Avenida Encinas E/W Street : Poinsettia Lane Count Pate: 08/10/05 Day : Wednesday Weather: Sunny File : 2005 Int #42 Data Collected by : Marie, Chin. Traffic Control : Signalized . South Annroach INRI North Annroach (SB) WestAnnroachll1Bl End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15 AM • 8:30AM • 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00AM Peak 9:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM • 5:30PM • 5:45PM • 6:00PM • 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00PM Peak 6:00PM Hour Left 2 2 2 3 4 8 4 4 8 3 5 6 8 22 13 12 12 15 26 12 26 16 19 16 9 14 26 77 U-Tm Turn Ri•ht Peds Left U-Tm ,0 3 18 I 21 0 0 I 13 2 23 0 0 3 34 0 13 0 0 4 24 0 19 0 0 9 25 1 16 0 0 8 34 9 38 0 0 12 39 1 30 0 0 14 56 2 38 0 0 3 62 4 18 0 0 5 47 0 26 0 0 7 53 5 38 0 0 14 47 3 27 0 0 14 62 9 38 0 0 29 209 12 109 0 Jotersection Traffic m Pk. Hr. -·1419 Tntersection..Edsttns...iti..2k.- 0 15 135 1 27 0 0 12 IOI 3 39 0 0 23 130 ·, 1 47 0 0 25 128 0 73 0 0 16 143 6 3,6 0 0 21 130 0 38 0 0 18 95 7 81 0 0 21 168 0 50 0 0 21 166 0 65 0 0 25 170 5 30 0 0 24 94 4 39 0 0 27 121 I 58 0 0 27 170 7 81 0 0 85 599 12 226 0 Intersection Traffic m Pk. Hr. -2459 Intersection Pdstrns in Pk. Hr. 34 Thru Ri•ht Peds Left U-Tm Turn Ri•ht Peds 3 0 2 I 0 5 I I 7 3 I 4 0 16 4 0 3 3 0 0 0 14 3 0. 5 8 4 I .0 17 5 2 7 4 1 3 0 21 8 I 12 9 2 3 0 22 9 6 18 11 I 6 0 21 4 3 12 IO 0 7 0 31 11 0 13 IO 0 4 0 23 9 4 10 7 0 5 0 28 8 0 18 13 1· 6 0 23 9 1 21 IO 3 IO 0 32 8 0 21 13 4 10 0 32 11 6 62 40 4 25 0 106 34 5 Peak Hr. Factor 0.84 31 14 I 12 0 46 17 2 34 9 0 13 0 47 28 0 33 17 0. IO 0 48 10 I 28 14 0 5 0 42 13 3 29 17 0 11 0 45 23 4 24 12 3 17 0 29 15 2 36 22 2 10 0 57 22 6 28 13 2 13 0 40 18 0 33 12 2 11 0 47 23 2 27 11 0 . 12 0 58 22 1 24 12 0 19 0 44 IO 0 27 13 0 10 0 48 22 <i 36 22 3 19 0 58 28 6 124 58 6 46 0 202 85 9 Peak Hr. Factor 0.93 East Annroach (WB) Left U-Tm Turn Right 22 0 13 39 21 0 14 13 32 0 33 47 38 0 38 23 35 0 46 46 43 0 55 47 50 0 57 59 63 0 63 40 49 0 52 59 77 0 69 52 62 0 58 57 95 0 81 72 95 0 81 72 283 0 260 240 105 0 45 33 96 0 62 41 117 0 38 33 103 0 35 57 126 0 28 43 129 0 36 56 97 0 62 55 165 0 55 72 107 0 71 59 115 0 52 47 107 0 29 56 109 0 23 39 165 0 71 72 484 0 240 233 Page 1 of3 15 min Total Peds ~'ehicles Peds 4 128 8 2 121 5 I 187 I I 185 7 7 224 10 2 288 19 2 311 7 0 349 2 5 310 13 I 337 I 2 349 9 1 423 7 7 423 19 9 1419 30 0 493 4 0 494. 3 0 518 2 0 538 3 0 543 10 I 519 6 0 581 15 0 659 2 3 634 7 4 585 10 6 467 10 3 511 4 6 659 15 7 2459 34 ' ( Avenida ·Encinas at Poinsetti 1 Lane Lane Configuration for Intersection Capacity Utilizati~n Pk. Hr. Time Period : South A22r (NB) North Annr /SB\ w 8:00AM to 9:00AM ~ Thru Right Left Thru Right Left Lane Inside I I ' I I Config-(left) 2 I I urations 3 I I 4 5 6 Outside 7 Free-flow Lane. Settings I I I I I I I Capacity 1800 2000 1800 1800 2000 1800 1800 Are the North/South phases split (YIN)? y Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 22 29 209 109 62 40 25 Adjusted Hourly Volume 22 29 209 109 62 40 25 Utilization Factor 0.DI 0.01 0.12 0.06 O.D3 0.02 0.01 Critical Factors 0.12. 0.06 0.01 ICU Ratio = 0.42 LOS= A Turning Movements at Intersection of: A venida En'cina! Time : 8:00 AM to 9:00AM North Approach Date: 08/10/05 Day : Wednesday 505 Name : Marie, Chin 211 0 -Sub-40 62 I~ Totals totals J t w e 322 _j s 487 0 25 t 165 106 ____.. t 34 7 A North p p i t r r 22 29 209 0 Subtotals 379 260 Total 639 -- South Approach Page 2 of3 stAnnr/l.'B) EastAnnr /WB\ Thru Right Left Thru ~ I I I I I I I I I 3 0 2 2 I 6000 0 3600 4000 1800 106 34 283 260 240 140 0 283 260 240 0.02 0.00 0.08 0.07 0.13 0.13 and Poinsettia Lane Avenida Encinas Total 294 Subtotals Sub- totals Totals L 240 +-260 783 r 283 0 1207 424 Poinsettia La_ne Note: Left-tum volum es include sin bold. U-tums. U-tum E a s t A p p r Avenida Encinas at Poinsetti ll Lane Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South AQQr (NB) North Annr (SB) w stA~"r /EB\ East AQQr (WB) 5:00PM to 6:00PM ....!z!L Thru ~ 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 I I , I I -4 I 1 I 5 1 6 Outside 7 Free-flow . Lane Settings I 1 I 1 I 1 1 3 0 2 2 I Capacity 1800 2000 1800 -1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (YIN)? y Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 77 85 599 226 124 58 46 202 85 484 240 233 Adjusted Hourly Volume 77 85 599 226 124 58 46 287 0 484 240 233 Utilization Factor 0.04 · 0.04 0.33 0.13 0.06 0.03 0.03 0.05 0.00 0.13 0.06 0.13 Critical Factors 0.33 0.13 0.05 0.13 ICU Ratio = 0.74 LOS= C Turning Movements at Intersection of: Avenida Encinas and Poinsettia Lane Time : 5:00 PM to 6:00PM North Approach Date: 08/10/05 Day : Wednesday Name : Marie, Chin 408 Sub-58 124 To..!!!!!__ totals J t w e 375 __J s 708 0 46 t 333 202 ->-t 85 7 A North p t p +i r 77 85 0 Subtotals 693 761 -Total 1454 South Approach 772 0 226 ~ r 599 Avenida Encinas 364 L 233 +-240 r 484 Total Subtotals Sub- totals Totals 957 0 1984 1027 Poinsettia Lane Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Int+~Oo• N=h<" 43 Inte section Location: Alga Road & Melrose Drive Con ents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Pagel Page3 "' RICK ' ENGINEERING COMPANY Transponarion Division / RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Melrose Drive E/W Street : Alga Road Count Date: 07/28/05 Day : Thursday Weather: Sunny File : 2005 Int #43 Data Collected by : David, Tom Traffic Control : Signalized South Annroach /NB) North Annroach (SB\ West A""roach IRB) End ofl5 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM • 5:00PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. -- 4:30 PM Peak 5:30 PM Hour Left U-Tm Thro Rioht Peds Left U-Tm Thro Right Peds 34 3 14 0 0 0 0 28 21 I 58 3 28 0 0 0 0 75 23 0 97 12 47 4 0 0 0 l04 18 0 81 23 54 3 0 0 0 89 31 0 100 16 53 0 0 0 0 92 22 0 82 10 80 0 I 0 0 71 20 I 82 6 91 2 2 0 0 73 33 0 59 9 117 0 0 0 I 96 35 0 79 7 65 0 0 0 0 109 19 0 72 7 82 I 0 0 0 83 15 0 69 16 62 I I 0 I 67 30 0 64 9 60 0 0 0 0 66 33 0 100 23 117 4 2 0 I l09 35 I 292 29 355 3 2 0 I 361 l02 0 Intersection Traffic in Pk. Hr. = 1534 Peak Hr. Factor Intersection Pdstrns. in Pk. Hr. = 4 57 2 79 I 0 0 0 83 21 0 61 0 64 3 2 I 0 51 15 0 47 5 43 0 3 0 0 67 22 0 43 0 34 I 0 0 0 66 32 0 63 3 59 0 0 0 0 84 23 0 49 4 47 2 3 0 0 91 22. i! 65 5 51 3 0 2 0 122 35 0 63 8 37 0 0 4 0 130 31 0 41 4 26 2 0 I 0 96 16 0 45 4 45 0 I I 0 63 16 0 58 3 43 2 0 0 0 77 14 0 49 2 30 0 0 0 0 15 II 0 65 8 79 3 3 4 0 130 35 2 240 20 194 5 3 6 0 .427 111 2 Intersection Traffic in Pk. Hr. = 1606 Peak Hr. Factor Intersection Pdstrns in Pk. Hr. = 5 Left U-Tm Thru Rioht Peds 4 0 2 16 0 IO 0 I 27 0 II 0 0 57 0 20 0 0 41 0 23 0 2 37 0 32 0 2 48 0 29 2 2 53 0 42 0 0 52 0 25 0 I 46 0 41 0 2 60 0 34 0 2 53 0 22 0 0 52 0 42 2 2 60 0 137 2 5 211 0 ---0.92 40 0 4 l03 0 42 0 0 74 0 43 0 4 78 0 39 0 4 72 0 52 5 4 89 0 38 0 6 95 0 33 0 5 86 0 57 0 4 l03 0 70 0 8 99 0 53 I 4 60 0 31 I I 35 0 15 0 I 39 0 70 5 8 103 0 180 5 19 373 0 ---0.90 Page I of3 East Annroach (WB) 15 min Total Left U-Tm Thro Rioht Peds Vehicles Peds 0 0 3 0 0 125 I 2 0 0 I 3 228 3 4 0 5 I 0 360 0 4 0 5 0 0 351 0 I 0 5 I 0 352 0 3 0 I 0 0 349 2 2 0 8 I 2 384 4 2 0 4 2 0 419 0 4 0 0 3 0 358 0 3 0 5 2 0 373 0 3 0 6 4 0 348 I 2 0 6 0 2 314 2 4 0 8 -4 3 419 4 II 0 17 8 2 1334 4 5 0 I I 0 397 0 3 0 I 0 I 315 3 2 0 0 I 2 312 5 I 0 I 0 0 293 0 2 0 ' I 2 0 387 0 6 0 2 0 0 362 5 I 0 0 I 0 409 0 5 0 6 0 0 448 0 12 0 10 2 0 387 0 5 0 2 0 0 299 I 3 0 4 2 0 274 0 3 0 0 0 0 165 0 12 0 10 · 2 2 . 448 5 14 0 9 3 0 1606 5 Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Aeer (NB) North A ~~r !SB\ West Annr !FB) 7:30AM to 8:30AM Left Thru Right Left Thru Right Left Thru Right Lane Inside I I I I Config-(left) 2 I I I I urations 3 1 I 1 4 1 I 1 I 5 6 Outside 7 Free-flow Lane Settings 1 , 3 0 I 3 0 I I I Capacity 1800 6000 0 1800 6000 0 1800 2000 1800 Are the North/South phases split <:'{IN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 321 355 3 1 361 102 139 5 211 Adjusted Hourly Volume 321 358 0 I 463 0 139 216 0 · Utilization Factor 0.18 0.06 0.00 · 0.00 0.08 0.00 0.08 0.11 0.00 Critical Factors 0.18 0.08 0.11 ICU Ratio = 0.48 LOS= A Page 2 of3 East Annr (WB) Left Thru Right I I I I 1 0. 1800 2000 0 II 17 8 II 25 0 0.01 0.01 0.00 0.oI. Turning Movements at Intersection of: Melrose Drive and Alga Road Time : 7:30 AM to 8:30 AM North Approach Melrose Drive Date: 07/28/05 Day : Thursday 965 Total Name : David, Tom 464 501 Subtotals 1 Sub-102 361 I Sub - To~ totals J ~ L. totals Totals w E e 413 _j L a s 768 2 139 8 s t 355 5 ----. t ~ 17 36 t. 211 7 r 11 0 44 A North A p 8 p p i t r p r . r 321 355 3 Alga Road · 29 Subtotals 612 679 To.ta! 1291 South Approach . Note: Left-turn volumes include U-turns. U-tums in bold. Melrose Drive at Alga Road · Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Annr /SB) West Annr IPB) 4:30 PM to · 5:30PM Lane Config- urations Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 4 5 6 7 1 1800 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 260 194 Adjusted Hourly Volume 260 199 Utilization Factor 0:14 0.03 Critical Factors · 0.14 ICU Ratio = 0.54 0 0 N N 5 0 0.00 LOS= I . 1800 6 6 0,00 A 1 I 1 3 6000 427 538 0.09 0.09 0 0 Ill 0 0.00 1 1 I 1800 2000 185 19 185 392 0.10 0.20 0.20 1 1 1 1800 373 0 0.00 Page 3 of3 East Annr /WB) I 0 1800 2000 0 14 9. 3 14 12 0 O.oJ O.oJ 0.00 0.01 Turning Movements at Intersection o~: Melrose Drive and Alga Road Time : 4:30 PM to 5:30 PM North Approach Melrose Drive Date: 07/28/05 Day : Thursday 921 Total Name : David, Tom 544 377 Subtotals 0 Sub -111 427 6 Sub - To~ totals J i L.. totals Totals w e 365 __t L s · 942 5 185 3 t 577 19 ---+ t ,.__ 9 26 373 7 r 14 0 56 A North p 30 p +i t r r 260 194 5 Alga Road 20 Subtotals 834 459 Total 1293 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 44 Intersection Location: Alga Road & EI Fuerte Street Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 "' RICK ENGINEERING COMPANY Transporcation Ditlision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City: Carlsbad - Intersection of: N/S Street : EI Fuerte Street E/W Street : Alga Road Count Date: 07/28/05 Day : Thursday Weather: Sunny File : · 2005 Int #44 Data Collected by : Raul, Caroline Traffic Control : Signalized South Annroach /NB\ North Annroach (SB\ West Annroach ro'.B\ End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15 AM • 7:30AM • 7:45AM • 8:00AM • 8:15 AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:00AM Peak 8:00AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45PM • 6:00 PM • 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00PM Peak 6:00PM Hour Left 5 0 6 2 4 9 9 ~- 5 3 5 3 9 27 3 4 4 3 3 I I I 5 2 4 4 5 9 U-Tm Thru Riehl Peds Left U-Tm Thru 0 0 12 0 4 0 I 0 0 4 0 2 0 3 0 5 15 0 5 0 4 0 4 10 0 2 0 0 0 2 11 I 3 0 0 0 4 13 0 8 0 2 0 4 24 0 7 0 2 0 3 11 0 5 0 I 0 4 15 0 8 0 4 0 10 18 0 12 0 3 0 5 23 0 7 0 3 0 7 18 0 9 0 0 0 10 24 I 12 0 4 0 13 59 I 23 0 5 Intersection Traffic ID Pk. Hr. -1080 Intersection Pdstrus in Pk. Hr. 10 0 3 24 0 Ii 0 4 0 2 5 0 2 0 0. 0 I 10 I 4 0 3 0 0 6 0 6 0 7 0 I 16 0 3 0 7 0 2 6 0 5 0 2 0 2 9 I 9 0 5 0 I 13 0 6 0 4 0 I 17 0 9 0 3 0 3 16 0 9 0 5 0 I 11 0 8 0 3 0 4 10 0 6 0 3 0 4 24 I 11 0 7 0 7 55 I 33 0 17 -Intersection Traffic ID Pk. Hr. -1228 Intersection Pdstrns in Pk. Hr. 11 Right Peds Left U-Tm Thru Ri•ht Peds 9 I 0 0 14 ·O 0 12 0 .2 0 27 0 0 16 I I 0 60 I 0 8 0 4 0 50 I I 13 I 5 0 50 0 2 23 2 4 0 67 I 2 23 0 I 0 57 3 I 21 0 6 0 80 5 0 17 0 9-0 59 5 5 12 0 2 0 68 3 0 18 2 4 0 49 5 .0 23 2 10 0 58 3 0 23 2 10: 0 80 5 5 80 3 16-0 254 9. 5 Peak Hr. Factor 0.96 13 0 8 0 109 I 0 3 0 4 I 109 5 0 18 0 13 0 116· 7 0 8 0 7 0 112 2 0 8 0 22 I 133 6 0 8 0 28 0 144 3 0 12 I 5 I 121 8 0 12 0 10 0 180 16 I 11 I 15 0 162 12 4 15 2 17 I 141 9 0 13 I 12 0 78 8 0 3 0 27 0 125 5 0- 18 2 28 I 180 16 4 50 4 47 2 604 45 5 Peak Hr. Factor 0.92 East Annroach lWB) Left U-Tm Thru Ri•ht 5 0 67 I 9 I 78 3 9 0 131 6 7 0 126 5 14 0 152 "6 6 0 142 2 11 I 134 5 10 0 105 6 12 0 112 7 14 I IOI 8 10 0 121 5 12 I 104 2 14 I 152 8 41 I 533 19 20 0 82 2 5 0 58 4 8 0 61 4 9 0 76 4 10 0 63 9 8 0 60 2 15 0 81 3 18 0 70 3 II 0 76 8 12 0 59 3 14 I 78 4 12 0 49 6 20 I 82 9 56 0 286 17 Page I of3 15 min Total Peds [Vehicles Peds 0 118 I 0 141 0 I 259 2 0 219 I 0 260 4 I 281 5 0 281 I 0 258 0 0 ·257 5 0 255 0 0 255 2 0 250 2 I 281 5 I 1080 10 0 280 0 0 202 0 0 249 I 0 240 0 0 282 0 o· 269 0 0 272 2 0 334 I 0 330 5 I 292 3 0 235 I 0 254 0 I 334 5 I 1228 11 r El Fuerte Street at Alga Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:00 AM to 8:00AM South Appr (NB) NorthA r SB WestA r EB Lane Config- urations Ins.ide (left) Outside Free-flow Lane Settings Capacity I 2 3 4 5 6 7 I 1800 2000 Are the North/South phases split (YIN)? · Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 27 13 Adjusted Hourly Volume 27 13 Utilization Factor 0.02 0.01 Critical Factors 0.02 ICURatio = 0.31 1 1800 N N 59 59 0.03 LOS= I 1 1 1 1 1 1 1 1 1 2 0 1809 2000 1800 1800 4000 0 23 5 80 16 254 9 23 5 80 16 263 0 0.01 0.00 0.04 O.Ql 0.07 0.00 0.04 O.Ql A 1 1800 42 4.2 0.02 Turning Movements at Intersection of : El Fuerte Street and Alga Road Time : 7:00 AM to 8:00 AM North Approach El Fuerte Street Date: 07/28/05 Day : Thursday 156 Nam_e : Raul, Caroline 108 48 0 Sub-80 5 23 To~ totals J t L. w e 640 _t L s 919 0 16 19 t 279 254 __., t .. 533 9 7 ~ 42 1 A North p p ~ t r r Page2 of3 1 1 2 0 4000 0 533 19 552 0 0;14 0.00 0.14 Total Subtotals Sub- totals Totals 594 931 337 27 13 59 Alga Road 0 Subtotals 55· 99 Total 154 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. / E a s t A p p r ( El Fuerte Street at Alga Road Lane Configuration for Intersection Capacity Utilization ' Pk. Hr .. Time Period : South AEEr (NB) 5:00PM to 6:00PM Left Thru Right Lane Inside I I Config -(left) 2 I urations 3 4 5 6 Outside 7 Free-flow Lane Settings I 1 Capacity 1800 , 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0,10 ,Himrly Volume 9 7 Adjusted Hourly Volume 9 7 Utilization Factor 0.01 0,00 Critical Factors ICU Ratio = 0,34 Turning Movements at Intersection of: w e s t A p p r Time: 5:00 PM to 6:00 PM Date : 07 /28/05 Day : Thursday Name : Raul, Caroline Sub- To~ totals 1045 347 698 2 I I 1800 N N 55 55 0,03 0,03 LOS= 49 604 45 Subtotals Total Page 3 of3 North Annr (SB) West Annr /RB) East Annr (WB) Left Thru ....!§:!!!_ Left Thru ....!§:!!!. Left Thru ~ I I I 1 I I I I I 1 1 1 I I I 2 0 1 2 0 1800 2000 1800 1800 4000 0 1800 4000 0 33 17 50 49 604 45 56 286. 17 33 17 50 49 649 . 0 56 303 o. 0,02 0,01 0,03 0,03 0.16 0,00 0,03 0,08 0,00 0,02 o.i6 0,03 A El Fuerte Street and Alga Road North Approach 100 50 17 J + ____t __., t 7 North i t 9 7 0 118 71 189 South Approach 171 0 33 L. r 55 El Fuerte Street 71 L 17 ~ 286 r 56 0 Total Subtotals Sub - totals 359 692 Alga Road Totals 1051 Note : Left-tum volumes include U-tums, U-tums in bold, E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 45 Intersection Location: Jefferson Street & Marron Road Contents: Turn Movement Count Summary (A.M. and P.M.) Pagel J A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page2 Page3 RICK ENGINEERING COMPANY Transporration Dillision RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Marron Road E/W Street: Jefferson Street Count Date: 07/20/05 Day : Tuesday Weather: Sunny File : 2005 Int #45 Data Collected by : Jessica, Michelle Traffic Control : Signalized South Annroach INR\ North Annroach (SB\ WestA""roach /EB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM • 7:30AM • 7:45AM • 8:00AM • 8:15AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:00 AM Pealc 8:00AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Pealc 5:45 PM Hour Left 7 8 8 4 7 9 7 6 7 3 . 14 13 14 29 23 20 35 16 21 13 18 19 21 14 18 12 35 71 U-Tm Tum Riehl Peds Left ·U-Tm Tum 0 14 0 0 7 0 20 0 19 0 0 9 0 37 0 15 0 0 13 0 34 0 33 I 0 10 0 34 0 38 2 0 12 0 51 0 42 0 0 20 0 50 0 30 2 0 20 0 47 0 44 0 0 17 0 38 0 30 I 0 28 0 34 0 31 0 0 22 I 39 0 41 0 0 31 2 41 0 50 0 0 36 I 43 0 50 2 0 36 2 51 0 154 4 0 69 0 186 -Intersection Traffic m Pk. Hr. -940 · Intersection Pdstrns in Pk. Hr. 2 0 87 0 0 73 0 88 0 95 3 0 81 0 78 I 113 I 0 42 2 117 0 99 0 0 78 0 86 0 118 I 0 57 0 109 I 105 I 0 65 0 IOI 0 126 2 0 76 0 111 0 122 0 0 63 0 116 0 132 I 0 73 2 108 0 99 I 0 70 I 97 0 103 2 0 63 0 99 0 102 I 0 69 0 93 I 132 3 0 81 2 117 I 485 4 0 277 2 436 Intersect1on Traffic m Pk. Hr. -2178 Intersection Pdstrns in Pk. Hr. 7 Right Peds Left U-Tm Tum Rioht Peds Left 79 0 5 0 2 3 0 I 81 0 7 0 0 0 0 0 88 0 8 0 0 0 0 0- 91 0 . 13 0 0 4 0 0 97 0 19 0 0 I 0 0 122 0 25 0 I I 0 0 108 I 9 0 3 3 0 0 76 0 14 () 9 3 0 0 70 0 33 0 7 4 0 0 65 0 28 0 3 6 0 0 54 0 24 0 6 5 0 0 50 0 28 o_ 6 I 0 I 122 I 33 0 9 6 0 I 403 I . 67 0 13 · 8 0 0 Pealc Hr. Factor 0.87 67 0 56 0 19 19 0 I 45 0 69 0 17 16 0 0 . 76. I 54 0 22 13 0 0 59 0 61 0 13 17 0 4 54 0 67 0 6 21 0 I • 41 0 71 0 22 15 0 I 58 I 74 0 13 II 0 0 32 0 81 0 18 10 0 3 50 0 56 0 7 13 0 6 44 o-32 0 II 10 0 6 39 0 35 0. 8 22 0 2 46 0 51 0 II 13 0 2 76 -I 81 0 22 22 0 6 181 I 282 0 60 49 0 10 Pea!c Hr. Factor 0.96 East Annroach (WB) U-Tm Tum Right 0 I 0 0 I 2 0 0 4 0 0 5 0 0 2 0 0 I 0 2 I 0 0 I .0 I 2 0 0 3 0 0 4 0 4 II 0 4 II 0 2 5 0 18 66 0 8 72 0 10 63 0 II 79 0 9 68 0 6 85 0 4 73 0 7 70 0 23 52 0 23 54 0 13 59 0 6 72 0 23 85 0 40 280 Page I of3 15 min Total Peds Vehicles Peds I 139 I 0 164 0 0 170 0 2_ 195 2 I 229 I 0 271 0 0 232 I 0 208 0 0 217 0 0 201 0 0 222 0 0 244 0 .2 271 2 . I 940 2 0 517 0 3 504 3 5 549 6 2 523 2 I 532 I I 527 I 4 566 5 0 541 0 I 544 I 0 462 0 2 463 -2 2 478 2 5 566 6 6 2178 7 Marron Road at Jefferson Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:00AM to 8:00AM South Appr (NB) Lane Config- urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 29 154 . Adjusted Hourly Volume 25 158 Utilization Factor 0.01 0.04 Critical Factors 0.01 ICU Ratio = 0.37 0 0 N N 4 0 0.00 LOS= North Annr (SB) 1 1 2 3600 69 69 0.02 A I 2 1 4000 1800 186 403 186 403 0.05 0.22 0.22 1 1800 2000 67 13 67 21 0.04 o.oi 0.04 0 0 8 0 0.00 Page 2 of3 East Annr IWB) 1 1 1 1800 2000 1800 0 2 5 0 2 5 0.00 0.00 0.00 0.00 Turning Movements at In~ersection of : Marron Road and Jefferson Street Time: 7:00 AM to 8:00 AM Date: 07/20/05 Day : Tuesday Name : Jessica, 'Michelle Sub - To~ totals w e 434 s 522 0 67 t 88 13 8 A p p r Subtotals Total North Approach 884 658 0 403 186 69 J t ~ _f _.... t 7 North ~ t r 29 154 4 0 194 187 381 South Approach Marron Road 226 t 5 +----2 ... 0 Total Subtotals Sub - totals Totals 7 0 93 86 Jefferson Street Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r Marron Road at Jefferson Street Lane Configuration for Interseciion Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Aeer (NB) North Annr (SB) WestA""r "'B\ East A""r IWB\ 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru .Blghl_ Lane Inside 1 1 Config -(left) 2 1 1 1 urations 3 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 2 0 2 2 1 1 0 1 1 Capacity 1800 4000 0 3600 4000 . 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 72 485 4 279 436 181 282 60 49 10 40 280 Adjusted Hourly Volume 72 489 0 279 436 181 282 109 0 10 40 280 Utilization Factor 0.04 0.12 . 0.00 0.08 0.11 0.10 0.16 0,05 0.00 0,01 0.02 0.16 Critical Factors 0.12 0.08 0.16 0.16 ICU Ratio = 0.62 LOS= B , , Turning Movements at Inters_ection of : Marron Road and Jefferson Street ' Time : 4:45 PM to 5:45 PM North Approach Marron Road Date: 07/20/05 Day : Tuesday 1945 Total Name : Jessica, Michelle 896 1049 Subtotals 2 Sub -181 436 279 . Sub- To~ totals J t L. totals Totals w E e 292 _j L a s . 683 0 282 t 280 s t 391 60 _.. +---40 330 t 49 7 r 10 0 671 A Nortb A p 341 ·P p i t r p r· r 72 485 4 Jefferson Street 1 Subtotals 496 561 Total 1057 South Approach Note: Left-turn volumes include U-turns. U-tums in bold. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 46 Intersection Location: Monroe Street & Marron Road Contents: Turn Movement Count Summary (A.M. ~nd P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERIN~ COMPANY TURNiNG MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Monroe Street E/W Street : · Marron Road Count Date: 07/19/05 Day : Tuesday Weather: Sunny File : 2005 Int #46 Data Collected by : Carolina, Chris Traffic Control : Signalized South Annroach /NB) North A nnroach ISBl WestAnnroachlEBl End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM '5:00PM 5:15 PM • 5:30PM • 5:45 PM • 6:00PM • 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00PM Peak 6:00PM Hour Left 8 8 16 13 28 23 46 19 25 24 24 24 46 114 39 15 26 27 32 36 43 32 38 32 36 20 43 145 U-Tm Thru Right Peds Left U-Tm 0 3 I 0 8 0 0 2 4 0 2 0 0 2 8 0 3 0 0 3 4 0 3 0 0 2 9 0 4 0 o· 3 6 0 5 0 0 1 14 0 2 ·O 0 7 24 0 3 0 0 7 9 0 4 0 0 4 15 0 7 0 0 , 6 7 0 4 0 0 5 15. 0 3 0 0 7 24 0 8 0 0 19 62 0 16 0 lntersect1on Traffic ID Pk. Hr. -619 Intersection Pdstrns in Pk. Hr. 2 0 . 18 22 0 19 0 0 24 28 0 30 0 0 13 25 0 18 0 0 23 33 0 .23 0 0 11 29 0 16 0 0 25 18 0 17 0 0 21 22 0 18 0 0 32 20 0 16 0 0 18 27 0 17 0 0 20 23 0 24 0 0 15 15 0 13 0 0 18 23 0 12 0 0 32 33 0 30 0 0 91 92 0 75 0 Intersection Traffic ID Pk. Hr. -1636 Intersection Pdstrns in Pk. Hr. 3 Thru Ri•ht Peds Left U-Tm Thro Right Peds I 3 0 10 0 5 4 I 0 3 0 2 0 8 10 0 2 7 0 4 0 11 17 0 2 3 0 6 0 18 28 0 0 4 0 5 0 7 17 0 I 3 0 4 0 17 39. 0 2 9 0 6 0. 18 32 0 4 ' 2 0 6. 0 19 36 0 1 8 0 4 0 22 37 0 6 6 0 9 0 14 17 0 2 9 0 5 0 20 28 0 4 6 0 5 0 28 19 0 6 9 0 10 0 28 39 I 13 25 0 25> 0 73 122 0 Peak Hr. Factor 0.90 14 23 0 22 0 53 29 0 18-28 0 22 0 . 69 35 0 ·16 36 0 30 0 70 27 I 19 26 0 ·JO 0 56 39 0 18 34 0 25 0 70 43 0 11 28 0 16 0 77 34 2 15 28 0 23 0 83 43 0 25 16 0 21 0 74 38 0 13 34 0 30 0 78 37 0 26 26 0 25 0 85 30 0 17 26 0 17 0 69 39 0 22 20 0 24 0 62 28 0 26 36 0 30 0 85 43 2 79 104 0 .99 0 320 148 0 • Peak Hr. Factor 0.98 East Annroach /WBl Left U-Tm Thru Rioht 2 0 2 5 8 0 6 3 10 0 2 4 25 0 11 3 11 0 12 2 13 0 15 4 14 0 21 6 20 0 11 3 18 0 8 6 17 0 13 13 14 0 11 11 14 0 16 11 25 0 21 13 69 0 53 28 26 ·o 65 23 23 0 67 23 22 0 78 20 27 0 74 24 31 0 68 19 27 0 74 19 25 0 70 27 25 0 76 25 31 0 68 23 18 0 65 30 24 0 69 19 11 0 64 15 31 0 78 30 99 0 279 105 Page I of3. 15 min Total Peds llehicles Peds I 52 2 0 56 0 I 86 1 0 119 0 0 IOI 0 1 133 I 1 171 1 0 154 0 1 149 I 0 145 0 0 141 0 3 150 3 3 171 3 2 619 2 0 353 0 0 382 0 I 381 · 2 2 401 2 0 396 0 0 382 2 0 418 0. 0 400 0 I 414 1 2 404 2 l 359 I 0 319 , 0 2 418 2 3 1636 3 Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization . Page 2 of3 East Annr !WB\ Pk. Ht. Time Period : 7:30 AM to 8:30AM Souih Appr (NB) Lane Config - urations Inside (left} I 2 3 ·4 5 6 Outside 7 · Free-flow Lane Settings Capacity I 1800 I l 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN}? Efficiency Lost Factor 0.10 Hourly Volume 114 19 Adjusted Hourly Volume 114 81 Utilization Factor 0.06 0.02 Critical Factors 0.06 ICU Ratio = 0.26 Turning Movements at Intersection of: ·Time: 7:30 AM to 8:30AM Date: · 07/19/05 Day : Tuesday Name : Carolina, Chris Sub - To..!!!!!__ totals w e 192 s 412 0 t 220 A p p r 0 0 N N 62 0 0.00 LOS= 25 73 122 Subtotals · Total Norih Annr (SB) West Annr "'B\ 2 0 I 1800 4000 0 1800 16 13 . 25 25 16 38 0 25 0.Ql 0.Ql 0.00 0.01 0.Ql A Monroe Street Norih Approach 126 54 0 25 13 16 J i -~ _t __. t 7 North +i t r 114 19 62 0 204 195 399 South Approach I 2 0 I 2 0 4000 0 1800 4000 0 73 122 69 53 28 195 0 69 81 0 0.05 0.00 0.04 0.02 0.00 0.05 0.04 and Marron Road Monroe Street 72 L 28 +-53 r 69 Total Subtotals Sub - totals Totals 150 0 301 151 ' Marron Road • Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ✓ \.. Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr: Time Period : South Appr (NB) . North Annr !SB\ West,Appr (EB) 5:00 PM to 6:00PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor . 0.10 Hourly Volume 145 91 Adjusted Hourly Volume 145 183 Utilization Factor 0.08 0.05- Critical Factors 0.08 ICU Ratio = 0.41 0 0 N N 92 0 0.00 LOS= 1 1 2 0 1800 4000 0 75 79 104 75 183 0 0.04 0.05 0.00 0.05 A 1 1 1800 99 99 0.06 1 I 2 4000 320 468 0.12 0.12 1 0 0 148 0 0.00 Page 3 of3 Easi Aiinr /WB) 1 I 1800 99 99 0.06 0.06 1 1 2 4000 279 384 0.10 1 0 0 105 0 0.00 Turning Movements at Intersection of: Monroe Street and Marron Road Time: 5:00 PM to 6:00 PM North Approach Monroe Street Date: 07/19/05 Day : Tuesday 553 Total Name : Carolina,. Chris 258 295 Subtotals 0 Sub-104 79 75 Sub- To~ totals J t L. totals Totals w e 528 _j-L s 1095 0 99 t 105 t 567 320 _,.. +-279 483 148 7 r 99 0 970 A North p 487 p i t r r 145 91 92 Marron Road 0 Subtotals 326 328 Total 654 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER200S INTERSECTION ANALYSIS SUMMARY Intersection Number: 47 Intersection Location: Cannon Road & Paseo Del Norte Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Tum M:o1iement Diagram Pagel Page2 Page3 RICK ENGINEERING.COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSlS City : Carlsbad Intersection of: N/S Street : Paseo Del Norte E/W Street : Cannon Road Count Date: 07/14/05 Endofl5 Day : Thursday Weather: Sunny South Annroach (NB) File : 2005 Int #4 7 Data Collected by : Mike 0., Kristen (AM) Mike Y. (PM) Traffic Control : Signalized North A ••roach (SB) WestAnnroach<EB) East Annroach (WB) Page I of3 15 min Total min. prd. Left U-Tm Thru Ri oht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Rieht Peds Left U-Tm Thru Rieht Peds Vehicles Peds 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM * 7:45AM * 8:00AM * 8:15AM * 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15 AM Peak 8:15 AM Hour 3_:45 PM 4:00PM 4:15 PM 4:30PM • 4:45PM * 5:00PM * 5:15PM * 5:30PM 5:45 PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:15PM Peak 5:15 PM Hour 7 13 12 6 17 30 24 29 37 35 34 42 42 120 88 92 99 130 104 146 128 96 l ll 84 130 87 146 508 0 0 6 0 0 0 0 0 2 0 0 0 0 0 I 0 0 0 0 0 6 0 0 0 0 0 11 () 0 0 0 0 8 0 0 0 I 0 13 0 0 9 0 0 18 0 0 0 1 0 34 0 0 0 0 0 32 0 0 0 0 0 34 0 0 0 2 0 26 0 0 0 2 0 34 0 0 0 2 0 73 0 0 0 Intersection Traffic in Pk. Hr. = 2543 Intersection Pdstrns in Pk. Hr. = 8 0 0 39 0 0 0 0 0 32 0 0 0 0 0 48 0 0 0 0 0 55 0 0 0 0 0 60 0 0 0 0 0 49 0 0 0 0 0 59 0 0 0 0 0 41 0 0 0 0 0 35 0 0 0 0 0 46 0 0 0 0 0 30 0 0 0 0 0 17 0 0 0 0 0 60 0 0 0 0 0 223 0 0 0 Intersection Traffic in Pk. Hr. = 3035 Intersection Pdstrns in Pk. Hr. = 4 0 0 0 0 0 o. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 ·O 0 ·o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hr. Factor 0.94 0 0 0 ' 0 0 ·o 0 0 0 0 0 0 0 0 0 0 0 0 ·O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hr. Factor 0.92 62 15 I 4 0 118 0 0 212 I 91 22 3 4 0 135 0 I 267 4 175 10 2 23 0 136 0 0 357 2 281 25 I 44 0 111 0 0 473 I 285 21 2 38 0 125 0 0 497 2 297 88 2 32 0 134 0 0 589 2 389 65 5 41 0 124 0 0 657 5 -391 94 0 35 0 110 0 0 677 • 0 319 82 I 22 0 125 0 0 620 I 258 59 I 22 0 142 0 0 548 I 227 27 I 24 0 129 0 0 475 I 219 45 I 16 0 107 0 3 457 4 391 94 5 44 0 142 0 3 677 5 1396 329 8 130 0 493 0 0 2543 8 149 78 0 18 .o 240 0 I 612 I 158 91 I 22 0 213 0 0 608 I 141 101 0 28 0 251 0 0 668 0 156 107 I 20 0 221 0 0 689 I 168 97 I 32 0 366 0 0 827 I 173 82 0 25 0 299 0 I 774 I 133 86 I 21 0 318 0 0 745 I 143 89 0 30 0 258 0 2 657 2 152 86 I 22 0 247 0 0 653 I 154 100 2 23 0 212 0 0 /i19 2 126 55 0 17 0 227 0 I 585 I 1 ll 40 0 16 0 194 0 0 46? 0 173. 107 2 32 0 366 0 2 827 2 630 372 3 98 0 1204 0 I 3035 4 Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:15 AM to South Appr (NB) West AMnr IFB) Page 2 of3 East Annr (WBl 8:15 AM Lane Config • urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 0 3600 ·o Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 122 0 Adjusted Hourly Volume 122 0 Utilization Factor 0.03 0.00 Critical Factors ICU Ratio.= 0.64 I I 0 0 0 0 · 1800 0 0 0 0 N N 73 0 0 0 0 73 0 0 0 0 0.04 0.00 0.00 0.00 0.00 0.04 0.00 LOS= B Turning Movements at Intersection of: Paseo Del Norte Time: 7:15 AM to 8:15 AM North Approach Date: 07/14/05 Day : Thursday 0 Name: Mike 0., Kristen (AM) Mike Y. (PM) 0 0 Sub.• 0 0 0 i To~ totals J w L. e 613 _j s 2338 0 0 t 1725 1396_.., 329 7 A t North p p ~ r t r 122 0 73 2 Subtotals 461 195 Total 656 South Approach I 2 0 4000 0 1800 1396 329 130 1725 0 130 0.43 0.00 0.07 0.43 0.07 and Cannon Road· I I 3 6000 493 493 0.08 0 0 0 0 o.oo· Paseo Del Norte 0 L 0 ~ 493 r 130 Total Subtotals Sub• totals Totals 623 0 2092 1469 Cannon Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 4:15 PM to South Appr (NB) North Annr /SB) West Annr /EB) Page 3 of3 East Annr (WB) 5:15 PM Lane Config - urations Inside (left) .I I 2 1 3 4 5 6 Outside 7 Free-flow Lane Settings 2 Capacity 3600 0 0 Are the North/South phases split (YIN)? Are the Eas!/W est phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume • 508 0 Adjusted Hourly Volume 508 0 Utilization Factor 0.14 0.00 Critical Factors 0.14 ICU Ratio.= 0.54 Turning Movements at Intersection of : Time: 4:15 PM to 5:15 PM Date: 07/14/05 Day : Thursday I 0 0 0 0 1800 0 0 0 0 N N 223 0 0 0 0 223 0 0 0 0 0.12 0.00 0.00 0.00 0.00 0.00 0.00 LOS= A Paseo Del Norte North Approach 0 Name: Mike 0., Kristen (AM) Mike Y. (PM) 0 0 Sub-0 0 0 To~ totals J t L. w e 1712 _t s 2714 0 0 t t 1002 630 ---+ 372 7 A North p p +i t r r 508 0 223 0 Subtotals 470 731 Total 1201 South Approach 1 1 2 0 I 4000 0 1800 , 630 372 98 1002 0 98 0.25 0.00 0.05 0,25 0.05 and Cannon Road 1 1 3 6000 1204 1204 0.20 0 0 0 0 0.00 Paseo Del N cirte 0 L 0 +-1204 r 98 Total Subtotals Sub- totals Totals 1302 .0 2155 853 Cannon Road Note : Left-tum volumes include U-tums. U-turns in bold. E a s t A p p r CITY OF CARLSBAD T~FFIC MONITORING PROGRAM SUMMER 2005 ' INTERSECTION ANALYSIS SUMMARY Intersection Number: 48 Intersection Location: College Boulevard & Tamarack Avenue (S) Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : College Boulevard E/W Street : Tamarack A venue (S) Count Date: 07/20/05 Day : · Wednesday Weather: Sunny File : 2005 Int #48 Data Collected by : David, Tom S. Traffic Control : Signalized South Annroach fNB) North Annroach /SB) WestAnnroachfli'.B) End of 15 min. prd. 6:15 AM 6:30AM • 6:45AM • 7:00AM • 7:15AM • 7:30AM 7:45AM 8:00AM 8:15 AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 6:15 AM Peak . 7: 15 AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15PM • 5:30PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45PM Peak 5:45 PM Hour Left U-Tm Tbru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds 0 0 3 6 7 8 5 4 2 7 6 3 8 16 9 5 7 5 2 5 12 17 15 18 23 19 23 49 0 36 2 0 1 47 0 I 0 55 .o 2 I 59 2 3 0 96 4 0 0 95 2 2 0 127 8 3 1 130 2 0 0 106 6 2 0 132 5 5 0 99 2 0 0 108 I I I 132 8 5 2 257 6 6 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 0 273 8 I 0 348 9 0 1 325 9 I 1 391 13 1 0 314 9 2 I 424 18 0 1 346 14 0 0 445 14 0 0 429 26 2 0 354 12 0 1 272 14 o. 0 277 17 I 1 445 26 2 2 1644 72 2 0 0 I I 0 0 0 0 0 0 0 I I 2 5 3 5 3 II 2 2 3 0 0 I 2 II 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -~~ 1496 12 0 0 0 0 1 0 0 1 0 0 0 0 I 1 Intersection Traffic in Pk. Hr. = 2461 Intersection Pdstms in Pk. Hr. = 8 209 • 270 388 235 170 200 210 254 109 151 67 126 388 1063 119 96 134 122 107 117 126 114 92 86 74 64 134 449 0 0 5 0 2 7. 0 5 1 10 0 0 10 0 7 I II 0 0 10 1 3 0 10 0 0 7 1 7 0 8 0 1 4 0 2 1 13 0 1 7 0 4 1 6 0 1 3 0 3 0 . 14 0 0 1 1 1 0 8 0 0 2 0 . 2 3 II 0 0 4 0 2 0 10 0 0 1 0 2 0 17 0 0 7 1 7 3 17 0 2 IO 1 22 2 39 0 I 31 2 Peak Hr. Factor --· 0.76 II 0 18 0 0 .2 0 12 1 15 0 1 7 0 14 0 17 0 0 1 1 . 9 0 14 0 1 4 0 II 4 10 0 1 2 0 14 0 15 · 0 2 3 I 17 0 17 0 2 6 I 18 0 17 0 1 4 0 13 2 17 0 1 0 0 8 0 15 0 2 1 0 12 0 14 0 ·O 2 0 8 1 8 0 2 1 0 18 4 18 0 2 7 1 62 2 "66 0 6 13 2 Peak Hr. Factor . -. 0.94 Page 1 of3 East Annroach IWB) 15 min. Total Left U-Tm Tbru Right Peds Vehicles Peds 7 0 0 1 I 269 1 10 0 0 2 0 355 2 13 0 0 4 0 492 4 7 0 ·o 4 I 335 5 9 0 1 7 I 314 1 6 0 1 7 0 342 3 20 0 2 12 0 398 4 16 0 2 6 1 433 2 · 22 0 3 3 0 262 2 4 0 I 3 1 320 9 18 0 3 II 0 219 0 14 0 0 8 2 287 4 22 0 3 12 2 492 9 39 0 1 17 2 1496 12 4 0 0 2 0 451 1 7 0 1 5 0 509 I 6 0. I 2 0 522 2 7 0 0 3 0 573 1 3 0 0 2 0 473 6 8 0 0 5 0 614 1 7 0 33 7 0 590 I 8 0 7 3 2 652 2 8 0 1 3 0 605 4 13 0 0 3 1 512 I . 8 0 0 5 0 426 0 6 0 3 7 0 414 2 13 0 33 7 2 652 6 31 0 41 18 2 2461 8 College Boulevard at Tamarack Avenue (S) Lane Configuration for Intersection Capacity Utilization Page 2 of3 · East Annr (WB\ Pk. Hr. Time Period : 6:15 AM to South Appr (NB) 7.:15 AM Lane Config - orations Inside (left) I 2 3 4 5 6 Outside 7 __ . Free-flow Lane Settings Capacity I 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases. split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 18 257 Adjusted Hourly Volume 18 263 Utilization Factor 0.01 0.07 Critical Factors 0.01 ICU Ratio = 0.42 Tum,ing Movements at Intersection of : Time: 6:15 AM to 7:15 AM Date : 07 /20/05 Day : Wednesday Name : David, Tom S. Sub- To~ totals .o 0 N· N 6 0 0.00 LOS= West Annr (EB) I 1800 2 2 0.00 A I I 2 4000 1063 1085 0.27 0.27 I 0 0 0 0 22 39 0 0 0.00 0.00 College Boulevard North Approach 1400 1087 0 22 1063 2 J + ~ I 0 0 I 2000 0 0 2000 I 31 39 71 0 0 57 0.04 0.00 0.00 0.03 0.04 0.00 and ·TamarackAvenqe (S) College Boulevard 313 Total Subtotals Sub- totals 0 0 17 0 0.00 Totals E w e s t 39 71 ___t L .a A p p r IIO 0 Subtotals Total 39 I 31 ---+ t 7 North +-i t 18 257 2 Il35 281 1416 South Approach 17 ◄ I + 39 r 6 57 0 66 9 Tamarack Avenue (S) Note : Left-tum volumes include U-turns. U-tums in bold. s t A p p .r College Boulevard at Tamarack Avenue (S) Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : 4:45 PM to South Appr (NB) 5:45 PM Lane Config - uratfons Inside (left) Outside Free-flow Lane Settings Capacity 1 2 3 4 5 6 7 1 1 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? · Efficiency Lost Factor 0.10 Hourly Volume 51 1644. Adjusted Hourly Volume 51 1716 Utilization Factor 0.03 0.43 Critical Factors 0.43 !CU Ratio = 0.58 Turning Movements at Intersection of: w e s t A p p r Time : 4:45 PM to 5:45PM Date: 07/20/05 Day : Wednesday Name : David, Tom S. Sub - To~ totals 237 152 85 0 1 0 0 N N 72 0 0.00 LOS= 66 6 13 Subtotals Total North Aoor (SB) West Appr (EB) 1 1 I , ' 1 2 0 0 1800 4000 0 0 8 449 62 66 8 511 0 0 0.00 0.13 0.00 0.00 0.00 0.00 A College Boulevard North Approach 2248 519 1 62 449 8 J t L.. _t ......... t 7 North i t r 51 1644 72 2 495 . 1767 2262 South Approach 1 1 1 0 0 0 2000 0 ·O 2000 0 6 13 31 41 18 85 0 0 90 0 0.04 0.00 0.00 0.05 0.00 0.05 and Tamarack Avenue (S) College Boulevard 1729 L 18 +-41 r 31 Total Subtotals Sub· totals Totals 90 0 175 85 Tamarack Avenue (S) Note : Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 · INTERSECTION ANALYSIS SUMMARY Intersection Number: 49 Intersection Location: I-5/Carlsbad Village Drive Southbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram r Pagel Page2 Page3 .. RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: NIS Street : 1-5 Southbound Ramps EIW Street : Carlsbad Village Drive Count Date: 07/12105 End ofl5 Day : Tuesday Weather: Sunny South Annroacb (NB) File : . 2005 Int #49 Data Collected by : Mike Y, Raul (AM) Mike 0. Tonuny (PM) Traffic Control : Signalized North Annroach (SB) West Annroach fF.B) East Annroach IWB) Page I of3 15 min Total min. prd. Left U-Tm Thru Ri•ht Peds Left U-Tm Tbru Right Peds Left U-Tm Tbru Ri•ht Peds Left U-Tm Tbru Ri•ht Peds Vehicles Peds 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15AM • 8:30AM . • 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00 AM . Peak 9:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM 6:30 PM Max.15min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 11 0 0 0 0 0 . 15 0 0 0 0 0 14 0 0 0 0 0 18 0 0 0 0 0 19 0 0 0 0 D 20 0 0 0 0 0 21 0 0 0 0 0 12 0 0 0 0 0 14 0 0 0 0 0 23 0 0 0 0 0 17 0 . 0 0 0 0 23 0 0 0 0 0 66 0 Intersection Traffic in Pk. Hr. = 1837 Intersection P.dstrns in Pk. Hr. ' = 8 0 0 0 0 20 0 0 0 0 0 29 0 0 0 0 0 29 0 0 0 0 0 39 0 0 0 0 0 32 0 0 0 0 0 38 0 0 0 0 0 ~2 0. 0 0 0 0 33 0 0 0 0 0 35 0 0 0 0 0 39 0 0 0 0 0 29 0 0 0 0 0 26 0 0 0 0 0 42 0 0 0 0 0 148 0 Intersection Traffic in Pk. Hr. = 2864 Intersection Pdstrns in Pk. Hr. = I 8 0 35 0 0 0 . I 34 0 0 0 I 39 0 0 0 3 48 0 0 0 0 43 0 0 0 0 58 0 0 0 0 54 0 0 0 0 68 0 0 0 0 63 0 0 0 0 56 0 0 0 1 86 0 0 0 I 70 0 0 0 3 86 0 0 0 2 275 0 0 0 Peak Hr. Factor ---0.93 0 80 0 0 0 0 114 0 0 0 0 · 136 0 0 0 0 128 0 0 0 0 109 0 0 0 0 134 0 0 0 0 144 0 0 0 0 123 0 0 0 0 114 0 0 0 0 148 0 0 0 0 103 0 0 0 0 111 0 0 0 0 148 0 0 0 0 515 0 0 0 Peak Hr. Factor ---0.96 43 38 4 47 0 49 0 0 214 4 72 36 1 . 47 0 47 0 1 248 2 62 37 0 55 0 80 0 0 289 0 72 54 4 50 0 82 0 0 323 4 86 33 1 45 0 87 0 I 312 2 96 40 3 46 0 110 0 0 369 3 109 72 2 60 0 129 0 0 444 2 • 107 55 2 50 0 135 0 4 436 6 100 71 I 47 0 127 0 0 420 1 94 65 0 43 0 162 0 0 434 0 121 69 2 42 o. 147 0 4 489 6 115 51 0 41 0 199 0 1 494 1 121 72 4 60 0 199 0 4 494 6 430 256 3 173 0 635 0 5 1837 8 211 118 6 47 0. 182 0 6 658 12 195 98 2 29 0 180 0 3· 645 5 202 93 4 67 0 192 0 15 719 19 244 75 I 41 0 210 0 3 737 4 184 102 2 45 0 193 0 4 665 6 200 87 2 45 0 199 0 3 703 5 243 99 0 41 0 175 0 5 744 5 ·226 88 2 45 0 198 0 I 713 3 216 96 I 32 0 211 0 4 704 5 196. 64 4 46 0 204 0 3 697 7 213 76 3 54 0 194 0 I 669 4 213 66 2 38 0 167 0 I 621 3 244 118 6 67 0 211 0 15 744 19 885 .370 5 163 0 783 0 13 2864 18 1-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : 8:00 AM to 9:00AM South Appr (NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume-0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.52 0 0 N N 0 0 0.00 LOS= North Annr (SB) I 0 0 66 0 0.00 A 2000 2 68 0.03 I I 1800 275 275 0.15 0.15 West Annr IRB) East Annr (WB) I I 0 2 0 I 2 0 0 4000 0 1800 4000 0 0 430 256 173 635 0 0 686 0 173 635 0 0.00 ·0.11 0.00 0.10 0.16 0.00 0.17 0.10 Turning Movements at In.tersection of: 1-5 Southbound Ramps and Carlsbad Village Drive w e s A p p r Time : 8:00 AM to 9:00 AM North Approach Date: 07/12/05 Day : Tuesday Name : Mike Y, Raul (AM) Mike 0. Tommy ( Sub· -To~ totals 910 1596 0 686 0 __t 430 _., . 256 7 275 J ~ 343 2 t t North t 1-5 Southbound Ramps 343 Total 0 Subtotals 0 66 Sub- 'L. totals L 0 +-· 635 808 r 173 0 496 r . 1304 0 0 0 0 Carlsbad Village Drive Subtotals Total 431 0 431 E a s t A p p r South Approach Note : Left-tum volumes include U-tums. U-tums in bold. 1-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South AQQr (NB) North Annr (SB) West Annr IPB) East A nnr (WB\ 4:45PM to 5:45PM Left Thru Right Left Thru Right Left Thru .Right Left Thru Right Lane Inside I Config-(left) 2 1 1 I I urations 3 I I I 4 I I I 5 6 Outside 7 Free-flow Lane Settings 0 0 0 0 I I 0 .2 0 I 2 0 Capacity 0 0 0 0 2000 1800 0 4000 0 1800 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume· 0 0 0 148 0 515 0 885 370 163 783 0 Adjusted Hourly Volume 0 0 0 o, 148 515 0 1255 0 163 783 0 Utilization Factor 0.00 0,00 0.00 0.00 0.07 0.29 0.00 0.31 0.00 0.09 0.20 ·o.oo Critical Factors 0.29 0.31 0.09 ICU Ratio = 0.79 LOS= C Turning Move"'!ents at Intersection of: 1-5 Southbound Ramps and Carlsbad Village Drive Time : 4:45 PM to 5:45 PM North Approach 1-5 Southbound Ramps Date: 07/12/05 Day : Tuesday 663 Total Nanie: Mike Y, Raul (AM) Mike 0. Tommy ( 663 0 Subtotals 0 Sub-515 0 148 Sub- t L. totals -T~ totals J w L 0 t +----783 946 r 163 0 North e 1298 _t s 2553 0 0 t 1255 885 ~ 370 7 A 1033 t r p p i r 1979 0 0 0 Carlsbad Village Drive 0 Subtotals 533 0 Total 533 E a s t A p p r South Approach Note : Left-tum volumes include U-tums. U-tums in bold. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 50 Intersection Location: I-5/Carlsbad Village Drive Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P .M. Peak Hour ICU Analysis and Turri Movement Diagram Page 1 Page2 Page3 RICK "' ENGINEERING COMPANY Transporrarion Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: 1-5 Northbound Ramps E/W Street : Carlsbad Village Drive Count Date: 07/12/05 Day : Tuesday Weather: Sunny File : 2005 Ini #50 Data Collected by : Carlos (AM) Mike Y. (PM) Traffic Control : Signalized South Annroach /NB) North Annroach (SB) West Annroach m.B) East Annroach IWBl End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15AM • 8:30AM • 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00AM Peak 9:00AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30PM 4:45PM 5:00PM - 5:15 PM • 5:30PM • 5:45PM • 6:00PM • 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 5:00 PM Peak 6:00PM Hour Left 16 9 26 31 37 49 43 59 61 94 79 89 94 323 76 89 79 91 84 89 73 71 98 64 73 71 98 306 U-Tm Thru Right Peds 0 0 7 0 0 0 20 0 --0 0 18 0 0 0 17 0 0 0 17 0 0 0 34 0 0 0 34 0 0 0 29 0 0 0 42 0 0 0 35 0 0 0 42 0 0 0 43 0 0 0 43 0 0 0 162 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 0 54 0 0 2 49 0 0 0 53 0 0 0 54 0 0 0 59 0 0 0 48 0 0 0 63 0 0 0 62 0 0 0 30 0 0 0 60 0 0 0 66 0 0 I 48 0 ·o 2 66 0 0 0 215 0 Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1633 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lntersect1on Traffic lil Pk. Hr. -. 2296 Intersection Pdstms in Pk. Hr. 19 Thru 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Right Peds Left U-Tm Thru Rioht Peds Left U-Tm Thru Ri•ht 0 0 38 0 10 0 3 0 0 80 27 0 0 67 0 20 0 . O· 0 0 81 30 0 0 47 0 32 0 2 0 0 112 · 42 0 0 54 0 34 o· 2 0 0 97 23 0 0 55 0 33 0 1 0 0 92 28 0 0 58 0 47 0 2 0 0 114 39 0 0 69 0 61 0 2 0 0 145 37 0 0 55 0 58 0 2 0 0 124 54 0 0 55 0 57 0 0 0 0 119 39 0 0 53 0 59 0 0 0 0 118 34 0 0 74 0 66 0 6 0 0 114 40 0 0 60 0 84 0 1 0 0 147 29 0 0 74 0 84 0 6 0 0 147 54 0 0 242 0 266 0 7 0 0 498 142 Peale Hr. Factor 0.90· 0 0 81 0 142 0 5 0 0 141 34 0 0 93 0 120 0 2 0 0 113 33 0 0 103 0 136 . 0 4 0 0 162 33 0 0 98 0 155 0 0 0 0 138 34 0 0, 91 0 145 0 2 0 0 129 42 0 0 95 0 131 0 2 0 0 153 37 0 0 108 0 153 0 0 0 0 146 45 0 0 96 0 179 0 4 0 0 158 36 0 0 94 0 138. 0 I 0 0 151 34 0 0 94 0 142 0 3 0 0 168 33 0 0 77 0 154 0 5 0 0 150 31 0 0 108 0 115 0 2 0 0 118 32 0 0 108 0 179 0 5 0 0 168 45 0 0 392 0 612 0 8 0 0 623 148 Peak Hr. Factor 0.95 Page I of3 15 min Total Peds Vehicles Peds 0 171! 3 I 227 1 0 277 2 I 256 3 0 262 1 0 341 2 0 389 2 3 379 5 0 373 0 0 393 0 2 415 8 0 452 1 3 452 8 2 1633 ·9 5 528 IO 4 499 6 14 566 18 I 570 I 3 550 5 2 553 4 ·3 588 3 0 602 4 4 545 5 4 561 7 ·O 551 5 I 493 3 14 602 18 1 i 2296 19 ' 1-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page2 of3 Pk. Hr. Time Period : South Aeer (NB) orth A Mr /SB\ West A Mr "'B\ East Annr (WB) 8:00AM to 9:00AM Left Thru Right L ft Thru Right Left Thru Right Left Thru Right Lane Inside I Config-(left) 2 I I I urations 3 I I I ~ I I I 5 6 Outside 7 Free-flow Lane Settings 0 I I 0 0 I 2 0 0 2 0 Capacity 0 2000 1800 ( 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0,10 Hourly Volume 323 0 162 0 0 0 242 266 0 0 498 142 Adjusted Hourly• Volume 0 323 162 0 .0 0 242 266 0 0 640 0 Utilization Factor 0.00 0.16 0.09 0.1 0 0.00 0.00 0.13 0.07 0.00 0.00 0.16 0.00 Critical Factors 0.16 0.1 0 0.13 0.16 ICU Ratio = 0.55 LOS= A Turning Movements at Intersection of : 1-5 Northbound Ramps and Carlsbad Village Drive Time : 8:00 AM to 9:00 AM North Approach Dat.e: 07/12/05 Day : Tuesday Name : Carlos (AM) Mike Y. (PM) 0 Sub-0 0 To~ totals J w + e 821 _t .s 1329 0 242 t 508 266 ----+ 0 7 A t North p p i r t 323 0 0 Subtotals 0 485 Total 485 South Approach 384 0 0 L. r 162 I-5 Northbound Ramps 384 L 142 +-498 r 0 0 Total Subtotals Sub- totals 640 428 Totals 1068 Carlsbad Village Drive Note : Left-tum volumes include U-tums. U-tums in bold. E a s A p p r 1-5 Northbound Ramps at Carlsbad Village Drive · Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Appr (NB) 5:00PM to 6:00PM Lane Config- urations Inside (left) 1 _2 I 3 4 5 6 Outside 7 Free-flow Lane Settings 0 Capacity 0. 1 2000 Are the North/South phases split (YIN)? Are the East/West phases· split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 306 0 Adjusted Hourly. Volume 0 306 Utilization Factor 0.00 0.15 Critical Factors 0.15 ICU Ratio = . 0.66 1 1800 N N 215 215 0.12 LOS= North Annr (SB) 0 0 0 0 0 0 0 0 0 0 0. 0 0.00 0.00 0.00 0.00 B West Annr mB\ I 1 1800 . 392 · 392 0.22 0.22 I · l 2 4000 612 612 0.15 0 0 0 0 0.00 East Annr fWR\ 0 2 0 0 4000 0 0 623 148 0 771 0 0.00 0.19 0.00 0.19 , Turning Movements at Intersection of: I-5 Northbound Ramps and Carlsbad Village Drive Time : 5:00 PM to 6:00 PM North Approach Date: 07/12/05 Day : Tuesday Name : C,irlos (AM) Mike Y. (PM) 0 Sub-0 0 To~ totals J w t e 929 _j s 1933 0 392 t 1004 612 ---+ 0 7 A t North p p i r t 306 0 0 Subtotals 0 521 Total 521 South Approach 540 0 0 ~ r 215 1-5 Northbound Ramps 540 L 148 +-623 r 0 0 Total Subtotals Sub - totals 771 827 Totals 1598 Carlsbad Village Drive Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 51 Intersection Location: I-5/Tamarack Avenue Southbound Ramp Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transporration Di1.•ision , RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : I-5 Southbound Ramps E/W Street: Tamarack Avenue Count Date: 07/13/05 Day: Wednesday Weather: Sunny File: 2005 Int#51 Data Collected by : Marie, Carlos Traffic Control : Signalized South Annroach /NB) North Annroach (SB\ West Annroach "'Bl End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15AM Peak 8:15AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM 5:30PM • 5:45 PM • 6:00PM • 6:15PM • 6:30PM Max. 15min. Pk. Hr. Vol. 5.15 PM Peak 6:15 PM Hour Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 () 0 0 0 0 0 0 , U-Tm Thru Right Peds Left U-Tm Thru 0 0 0 0 8 0 0 0 0 0 0 6 0 0 0 0 0 0 15 0 0 0 0 0 0 15 0 0 0 0 0 0 · 21 0 0 0 0 0 0 12 0 0 0 0 0 0 15 0 0 0 0 0 0 17 0 0 0 0 0 0 44 0 0 0 0 0 0 20 0 0 0 0 0 0 24 0 0 0 0 0 0 32 0 I 0 0 0 0 44 0 I 0 0 0 0 88 0 0 Intersection Traffic m Pk. Hr. -1633 Intersection Pdstrns in Pk. Hr. 16 .0 0 0 0 33 0 0 0 0 0 0 36 0 I 0 0 0 0 54 0 I 0 0 0 0 49 0 I 0 0 0 0 37 0 0 0 0 0 0 40 0 I 0 0 0 0 44 0 0 0 0 0 0 46 0 0 0 0 0 0 39 0 I 0 0 0 0 38 0 0 0 0 0 0 45 0 1 0 0 0 0 49 0 0 0 0 0 0 54 0 I 0 0 o· 0 168 0 2 Intersection Traffic m Pk. Hr. -1819 Intersection Pdstrns in Pk. Hr. 13 Right Peds Left U-Tm Thru Ri•ht Peds ' 12 0 0 0 38 21 0 27 0 0 0 52 80 0 29 0 0 0 74 80 0 46 0 0 0 82 57 I 41 0 0 0 59 '15 0 31 0 0 0 96 61 2 5_0 0 0 0 115 76 2 39 0 0 0 118 105 2 45 0 0 0 71 98 0 30 0 0 0 68 65 I 15 0 0 0 92 88 I 31 0 0 0 89 79 2 50 0 0 0 118 105 2 165 0 0 0 400 340 6 Peak Hr. Factor 0.94 54 0 0 0 110 65 0 64 0 0 0 113 32 I 55 0 0 0 117 46. 0 69. 0 0 0 136 50 I 65 0 0 0 122 58 0 i59 0 0 0 126 50 0 75 0 () 0 158 50 0 59 0 0 0 155 45 2 38 0 0 0 161 28 2 65 0 0 0 122 43 0 81 0 0 0 135 44 4 55 0 0 0 128 58 0 81 0 0 0 161 65 4 243 0 0 0 573 160 8 Peak Hr. Factor 0.94 East Annroach (WB) Left U-Tm Thru Right 14 0 83 0 66 0 29 0 66 0 51 0 58 0 35 0 59 0 72 0 67 0 84 0 94 0 85 0 97 0 58-0 72 0 83 0 85 0 70 0 87 0 63 0 85 0 45 0 97 0 85 0 330 0 310 0 · 49 0 88 0 44 0 95 0 39 0 92 0 38 0 98 0 42 0 102 0 50 0 101 0 55 0 94 0 44 0 IOI 0 39 0 130 0 46 0 135 0 69 0 109 0 45 0 108 0 69 0 135 0 198 0 475 · 0 Page I of3_ 15 min Total Peds Vehicles Peds 0 176 0 4 260 4 2 315 2 4 293 5 3 327 3 I 351 3 6 435 8 3 434 5 0 413 0 0 338 I 0 369 I I 362 3 .6 435 8 10 1633 16 0 399 0 0 385 I 2 404 2 0 441 I 0 426 0 0 437 0 0 476 0 0 450 2 0 436 2 4 449 4 1 484 5 6 443 6 6 484 6 5 1819 13 1-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity (!tilization Page 2 of3 Pk. Hr. Time Period : 7:15AM· to South Appr (NB) 8:15 AM Lane Config - orations Iriside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly·Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.56 Turning Movements at Intersection of: Time: 7:15 AM to 8:15 AM Date: 07/13/05 Day : Wednesday Name : Marie, Carlos Sub - To~ totals w e 475 s 1215 0 t 740 A p p r 0 0 N N 0 0 0.00 LOS= 0 400 340 Subtotals Total West Appr (EB) . East Annr (WB) I ' I 0 I I 0 2 I 1 2 0 0 2000 1800 0 4000 1800 1800 4000 0 88 0 165 0 400 340 330 310 0 0 88 165 0 400 340 330 310 0 0.00 0.04 0.09 0.00 0.10 0.19 0.18 . 0.08 0.00 0.09 0.19 0.18 A I-5 Southbound Ramps and Tamarack Avenue North Approach I-5 Southbound Ramps 253 Total 253 0 Subtotals 0 165 0 88 Sub - J + ~ totals Totals _t L t 0 --+ +-310 640 7 r 330 0 1128 North 488 ~ t r 0 0 0 Tamarack Avenue .o 670 0 670 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t· A p p r 1-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : ' 5:15 PM to South A ppr (NB) 6:15 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capaci_ty 0 0 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted HoµrlyVolume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.49 . Turning Movements at Intersection of : Time: 5:15 PM to 6:15 PM Date: 07/13/05 Day : Wednesday Name : Marie, Carlos Sub- To~· totals w e 718 s 1451 0 t 733 A p p r 0 0 N N 0 0 0.00 LOS= 0 573 160 Subtotals Total NorthA r SB WestA r B I I 1 0 I I 0 2 1· 1 2 0 0 2000 1800 0 4000 1800 1800 4000 0 168 2 243 0 573 160 198 . 475 0 0 170 243 0 573 160 198 475 0 0.00 0.09 0.14 0.00 0.14 0.09 0.11 0.12 0.00 0.14 0.14 0.11 A ' . . /' ·. 1,5 Southbound Ramps and Tamarack Avenue North Approach 1-5 Southbound Ramps 413 Total 413 0 Subtotals 0 243 2 168 Sub - J + l. totals Totals _t L 0 ___. t .. 475 673 7 r 198 0 1414 North 741 i t r 0 0 0 Tamarack Avenue 0 360 0 360 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005. INTERSECTION ANALYSIS SUMMARY Intersection Number: 52 Intersection Location: I-5/Tamarack Avenue Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: 1-5 Northbound Ramps E/W Street: Tamarack Avenue CouutDate: 07/13/05 Day : Wednesday Weather : Suuny File : 2005 Int #52 Data Collected by: Mike 0., Kristen Traffic Control : Signalized South Aooroach (NB) North Annroach (SB) WestAnnroach (EB) Endof15 min. prd. . 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15AM • 8:30AM 8:45AM 9:00AM Max.15 min. Pk. Hr. Vol. 7.15 AM Peak 8:15 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45PM • 6:00PM • 6:15PM 6:30PM Max.15 min. Pk. Hr. Vol. 5.00PM Peak 6:00PM Hour Left 14 11 17 17 15 35 42 30 27 25 34 25 42 134 . 55 61 52 46 57 58 45 57 55 48 47 58 61 205 U-Tm Thm Ri•ht Peds Left U-Tm 0 0 15 0 0 0 0 1 17 0 0 0 0 1 14 0 0 0 0 0 37 0 0 0 0 0 36 0 0 0 0 ·2 58 0 0 0 0 0 61 0 0 0 0 0 55 0 0 0 0 0 48 0 0 0 0 0 47 0 0 0 0 0 56 0 0 0 0 0 64 0 ·O 0 0 2 64 0 0 0 0 2 222 0 0 0 Intersection Traffic mPk. Hr. -1609 Intersection Pdstrns in Pk. Hr. 18 0 1 87 0 0 0 105 0 0 2 89 0 0 0 96 0 0 0 98 0 0 0 110 0 0 0 103 0 0 1 91 0 0 0 116 0 0 0 122 0 0 0 88 0 0 I 81 0 0 2 122 0 0 I 432 0 Intersect1on Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 2060 29 Thru Ri•ht Peds Left UcTm Thm Riehl Peds Left 0 0 0 33 0 13 0 0 0 0 ci 0 35 0 26 0 0 0 0 0 0 55 0 34 0 2 0 0 0 0 44 0 55 0 I 0 0 0 0 35 0 45 0 3 0 0 0 o· 66 0 42 0 2 0 0 0 0 65 0 68 o. 1 0 0 0 0 62 0 73 0 0 0 0 0 0 50 0 67 0 1 0 0 0 0 52 0 39 0 0 0 0 0 0 52 0 67 0 0 0 0 0 0 50 0 74 0 4 0 0 0 0 66 0 74 0 4 0 0 0 0 243 0 250 0 4 0 Peak Hr. Factor 0.91 0 0 0 55 0 90 0 0 0 0 0 0 36 0 113 0 3 0 0 0 0 39 0 130 0 2 0 0 0 0 36 0 149 0 2 0 0 0 0 44 0 117 0 3 0 0 0 0 39 0 127 0 0 0 0 0 0 60 0 147 0 6 0 0 0 0 45 0 156 0 4 0 0 0 0 42 0 160 0 4 0 0 0 0 53 0 Ill 0 4 0 0 0 0 56 0 127 0 6 0 0 0 0 57 0 120 0 I 0 0 0 0 60 0 160 0 6 0 0 0 0 200 0 574 0 18 0 Peak Hr. Factor 0,93 Page 1 of3 East Annroach <WIil · 15 min Total U-Tm Thm Ri•ht Peds Vehicles Peds 0 83 34 3 192 3 0 84 36 1 210 1 0 104 37 4 262 6 0 76 45 3 274 4 0 120 57 3 308 6 0 116· 57 3 376 5 0 149 57 -7 442 8 0 128 81 3 429 3 0 128 42 1 362 2 0 133 38 1 334 I 0 116. 48 1 373 I 0 107 49 3 369 7 0 149 81 7 .442 8 0 521 237 14 1609 18 0 82 64 2 434 2 0 80 47 2 442 5 0 79 44 3 435 5 0 92 37 I 456 3 0 87 45 5 448 8 0 98 39 4 471 4 0 104 46 3 505 9 0 97 41 1 488 5 0 114 64 2 551 6 0 135 47 5 516 9 0 131 55 2 504 8 0 96 29 5 442 6 -0 135 64 5 551 9 0 450 198 11 2060 29 1-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page2 of3 East Annr !WB) Pk. Hr. Time Period : 7:15 AM to South Appr (NB) 8:15 AM Lane Config - urations Inside (left) I 2 I 3 4 5 6 Outside 7 Free-flow Lane Settings 0 Capacity 0 1 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 134 2 Adjusted Hourly'Volume 0 136 Utilization Factor 0,00 0.07 Critical Factors 1 1800 N N 222 222 0.12 0.12 ICU Ratio = 0.55 LOS= Turning Movements at Intersection of : Time: 7:15 AM to 8:15 AM Date: 07/13/05 Day : Wednesday Name: Mike 0., Kristen Sub- To~ totals w e 655 s IJ48 0 243 t 493 250 0 A p p r· Subtotals Total North Annr (SBl West Annr IRB) 0 0 0 I 2 0 0 2 0 0 0 0 1800 4000 0 0 4000 0 0 0 0 243 250 0 0 521 237 0 0 0 243 250 0 0 758 0 0.00 0.00 0.00 0.14 0.06 0.00 0.00 0.19 0,00 0.00 0.14 0.19 A 1-5 Northbound Ramps arid Tamarack Avenue North Approach I-5 Northbound Ramps 482 Total 0 482 Subtotals 0 0 0 0 Sub- J t L. totals Totals _t L 237 ____. t ◄ 521 758' 7 r 0 0 1230 North 472 i t r 134 2 222 Tamarack Avenue 0 0 .358 358 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r 1-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WBl Pk. Hr. Time Period : South Appr (NB) 5;00 PM to 6:00PM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 205 1 Adjusted Hourly.Volume 0 206 Utilization Factor 0.00 0.10 Critical Factors I I 1800 N N 432 432 0.24 0.24 ICU Ratio = 0.61 LOS= Turning Movements at Intersection of : Time : 5 :00 PM to 6:00PM Date; 07/13/05 Day ; Wednesday Name: Mike 0., Kristen Sub- To~ totals w e 655 s 1429 0 200 t 774 574 0 A' p p r Subtotals Total North Annr (SB) West Annr mm 1 0 0 0 2 0 0 2 0 0 0 0 1800 4000 0 0 4000 0 0 0 0 200 574 0 0 450 198 0 0 0 200 574 0 0 648 0 0.00 0.00 0.00 0.11 0.14 0.00 0.00 0.16 0.00 0.00 0.11 0.16 B 1-5 Northbound Ramps and Tamarack Avenue North Approach 1-5 Northbound Ramps 399 Total 0 399 'subtotals 0 0 0 0 Sub- J t ~ totals Totals _j L 198 --+ t .._ 450 648 7 r 0 0 1654 North 1006 i t r 205 432 Tamarack A venue 0 0 638 638 South Approach Note; Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 53 Intersection Location: I-5/Cannon Road Southbound Ramp Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 RICK ENGINEERJNG COMPANY Transportation Di1.1ision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Southbound Ramps E/W Street : Cannon Road Count Date: 07/14/05 Day : Thursday Weather: Sunny File : 2005 Int #53 Data Collected by: Tonuny, Caroline Traffic Control : Signalized South Annroach (NB) North A nnroach IS Bl WestAnnroach/EB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15 AM Peak 8:15 AM Honr 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM • 5:00PM • 5:15 PM • 5:30PM • 5:45PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30PM Peak 5:30 PM Hour Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm Thru Right Peds Left U-Tm 0 0 0 0 48 0 0 0 0 0 52 0 0 0 0 0 77 0 0 0 0 0 148 0 0 0 0 0 129 0 0 0 0 0 190 0 0 0 0 0 222 0 0 0 0 0 276 0 0 0 0 0 206 0 0 0 0 0 160 0 0 0 0 0 128 0 0 0 0 0 143 0 0 0 0 0 276 0 0 0 0 0 894 0 Intersection Traffic ID Pk. Hr. -2158 Intersection Pdstrns in Pk. Hr. 2 0 0 0 0 114 0 0 0 0 0 115 .0 0 0 0 0 123 0 0 0 0 0 97 0 0 0. 0 0 . 132 0 0 0 0 0 122 0 0 0 0 0 127 0 0 0 0 0 114 0 0 0 0 0 111 0 0 0 0 0 116 0 0 0 0 0 68 0 0 0 0 0 48 0 0 0 0 0 132 0 0 0 0 0 495 0 Intersection Traffic ID Pk. Hr. -2346 Intersection Pdstrns in Pk. Hr. 4 Thru Rioht Peds Left U-Tm Thru Right Peds Left 1 29 0 0 0 20 6 0 77 0 37 0 0 0 39 8 1 84 1 43 0 0 0 57 9 0 69 0 56 0 0 0 77 4 0 68 0 53 0 0 0 77 10 1 47 0 75 0 0 0 87 10 2 49 0 105 0 0 0 100 7 0 51 3 82 0 0 0 110 11 0 49 0 82 0 0 0 105 4 0 35 0 64 0 0 0 82 8 0 63 1 60 0 0 0 90 2 0 46 0 58 0 0 0 75 15 1 45 3 105 0 0 0 110 15 2 84 3 344 0 0 0 402 32 2 184 · Peak Hr. Factor 0.90 0 62 0 0 0 123 15 2 74 0 91 0 ' 0 0 118 9 1 68 0 110 0 0 0 129 · 5 0 94 0 72 0 0 0 139 8 0 85 0 82 0 0 0 100 .. 15 0 84 0 88 0 0 0 133 II 0 99 4 73 0 0 0 153 18 1 128 0 110 0 0 0 141 12 2 102· 0 87 0 0 0 123 7 1 98 0 96 0 0 0 120 10 2 75 0 25 0 0 0 110 14 0 90 0 33 0 0 0 93 16 ·o 63 4 110 0 0 0 153 18 2 128 4 353 0 0 0 527 56 3 413 Peak Hr. Factor 0.92 East ADnroach IWB) U-Tm Thru Riehl 0 29 0 0 45 0 0 65 0 0 63 0 0 54 0 0 75 0 0 80 0 0 66 0 0 78 0 0 70 0 0 80 0 0 70 0 0 80 0 0 299 0 0 104 0 0 100 0 0 133 0 0 105 0 0 138 0 0 129 0 0 135 0 0 96 0 0 102 0 0 85 0 0 90 0 0 69 0 0 138 0 0 498 0 Page 1 of3 15 min Total Peds Vehicles Peds 0 210 0 0 265 1 0 321 0 0 416 0 1 370 2 0 486 2 0 565 0 0 597 0 0 510 --0- 0 447 0 1 407 1 0 406 1 J 597 i 0 2158 2 1 492 3 0 501 1 0 594 0 0 506 0 0 551 0 1 582 1 0 638 1 0 575 2 0 528 1 0 502 2 0 397 0 0 322 0 1 638 3 1 2346 4 " 1~5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page2 of3 Pk. Hr. Time Period : 7:15 AM to South Appr (NB) 8:15 AM Lane Config - urations Inside (left) 1 .2 3 4 5 6 Ou\side 7 Free-flow · Lane Settings Capacity 0 0 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors · 0.00 0 0 N N 0 0 0.00 0.00 North Annr (SB) West A""r IEB\ East A""r IWB) 2 0 I 0 2 3600 0 1800 0 4000 894 3 344 0 402 897 0 344 0 402 0.25 0.00 0.19 0.00 0.10 0.25 0.10 1 1800 32 32 0.02 . I I 2 3600 184 184 0.05 0.05 2 0 4000 0 29Q 0 299 0 0.07 0.00 . ICU Ratio = 0.50 LOS= A Turning Movements at Intersection of_: 1-5 Southbound Ramps and Cannon Road Time: 7:15 AM to 8:15 AM North Approach 1-5 Southbound Ramps Date: 07/14/05 Day : Thursday 1241 Total Name: Toinmy, Caroline 1241 0 Subtotals 0 Sub-344 3 894 Sub- To..!!!!!.._ totals J t L. totals w e 643 _j-L s · 1077 0 0 0 t 434 402 .----+ t +-299 483 32 7 r 184 0 A North p 1296 p i t r r 0 0 0 Cannon Road 0 Subtotals 219 0 Total 219 Totals 1779 South Approach 'Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r 1-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WBl Pk. Hr. Time Period : 4:30 PM to . 5:30 PM South Appr (NB) Lane Config - urations Inside (left) I 2 3 .4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (Y !MJ? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted_Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors . 0.00 ICU Ratio = 0.54 Turning Movements at Intersection of: Time : 4:30 PM to 5:30 PM Date: 07/14/05 Day : Thursday 0 0 N N .o 0 0.00 LOS= Name: Tommy, Caroline Sub- To~ totals w e 851 s .1434 0 p t 583 527 56 A p p r Subtotals Total North A nnr !SBl West Annr /FB) I I 2 3600 495 499 0.14 A 0 0 4 0 0.00 I I 0 1800 0 353 0 353 0 0.20 0.00 0.20 I-5 Southbound )lamps North Approach 852 852 0 353 4 495 J t ~ _t ---+ 7 t North ~ t r 0 0 0 0 473 0 473 South Approach I I 2 2 2 0 4000 1800 3600 4000 0 527 56 413 498 0 527 56 413 498 0 0.13 0.03 0.11 0.12 0.00 0.13 0.11 and Cannon. Road I-5 Southbound Ramps 0 L 0 ~ 498 r 413 0 Total Subtotals 911 1022 Cannon Road Totals ·1933 Note : i,eft-turn volumes include U-tums. U-tums in bold. E a s t A p p r . CITY OF CARLSBAD TRAFFIC MONITORING-PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 54 Intersection Location: I-5/Cannon Road Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and · Turn Movement Diagram 1 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK. ENGINEERING COMPANY Transportation Dfoision. RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: 1-5 Northbound Ramps E/W Street : Cannon Road Count Date: 07/14/05 Day : Thursday Weather: Sunny File : 2005 Int #54 Data Collected by : Mike C. (AM) Luis (PM), Raul Traffic Control : Signalized South Annroach (NB) North Annroach (SB\ West Annroach IF.B) East Annroach /WB) Endof15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.15AM Peak 8:15AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM • 5:00PM • 5:15 PM • 5:30PM • 5:45PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.30 PM Peak 5;30PM Hour Left 17 12 9 13 12 18 13 16 22 24 32 13 32 69 26 34 34 15 21 13 9 8 14 10 15 6 34 51 U-Tm Thru Right Peds Left U-Tm Thru 0 0 23 0 0 0 0 0 3 29 0 0 0 0 0 0 37 0 0 0 0 0 3 110 0 0 0 0 0 I 127 0 0 0 0 0 ·O 118 0 o· 0 0 0 0 157 0 .0 0 0 0 0 158 0 0 0 0 0 0 126 0 0 0 0 0 0 110 0 0 0 0 0 0 75 0 0 0 0 0 0 79 0 0 0 0 0 3 158 0 0 0 0 0 0 559 0 0 0 0 Intersection Traffic m Pk. Hr. -2515 Intersection Pdstrns in Pk. Hr. 10 0 7 54 0 0 0 0 0 3 76 0 0 0 0 0 0 75 0 0 0 0 0 4 74 0 0 0 0 0 2 64-0 0 0 0 0 0 75 0 0 0 0 0 0 37 0 0 0 0 0 4 48 0 0 0 0 0 3 59 0 0 0 0 0 3 74 0 0 0 0 0 3 50 0 0 0 0 0 I 44 0 0 0 0 0 7 76 0 0 0 0 0 6 224 0 0 0 0 Intersec!Ion Traffic m Pk. Hr. -2949 Intersection Pdstms in Pk. Hr. 9 Riehl Peds Left U-Tm Thru Rieht Peds Left U-Tm Thru Right 0 0 17 0 54 0 0 0 0 98 16 0 0 16 0 84 0 .0 0 0 110 20 0 0 17 0 148 0 0 ·O 0 117 15 0 0 18 0 198 0 0 0 0 102 24 0 0 33 0 179 0 0 0 0 115 · 20 0 0 23. 0 254 0 4 0 0 -121 38 0 0 35 0 321 0 0 0 0 IOI 31 0 0 34 0 362 0 0 0 0 108 27 0 0 28 0 245 0 0 0 0 118 41 0 0 35 0 213 0 0 0 0 120 63 0 0 36 0 179 0 0 0 0 98 52 0 0 39 0 185 0 I 0 0 97 56 . 0 0 39 0 362 0 4 0 0 121 63 0 0 120 0 1182 0 4 0 0 448 137 Peak Hr. Factor 0.89 0 0 64 0 173 0 I 0 0 149 181 0 ·o 49 0 176 0 0 0 0 129 177 0 0 66 0 169 0 0 0 0 185 -175 0 0 42 0 167 0 0 0 0 149 208 0 0 52 0 166 0 0 0 0 199 240 0 0 60 0 182 0 I 0 0 218 192 0 0 100 0 188 0 0 0 0 259 210 0 0 66 0 187 0 2 0 0 172 177 0 0 59 0 160 0 I . 0 0 184 173 0 0 64 0 169 0 2 0 0 148 137 0 0 55 0 116 0 0 0 0 165 183 0 0 40 0 --90 0 0 0 0 139 146 0 0 100 0 188 0 2 0 0 259 240 0 0 278 · 0 723 0 3 0 0 848 819 Peak Hr. Factor 0.92 Page 1 of3 15 min Total Peds [Vehicles Peds 0 225 0 2 274 2 8 343 8 I 468 I 0 487 0 1. 572. 5 5 658 5 0 705 0 0 580 0 0 565 0 2 472 2 0 469 I 8 705 8 6 2515 10 I 654 2 I 644 I 0 704 0 o. 659 0 I 744 I 2 740 ,r 3 0 803 0 3 662 5 I 652 2 2 605 4 0 587 0 0 466 0 3 803 5 6 2949 9. , 1,5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization ·-< Pk. Hr. Time Per:iod : · 7:15 AM to South Appr (NB) North Annr (SB) West Annr (EB) Page 2 of3 East Annr (WB) 8:15 AM Lane Config - urations Inside (left) 1 2 1 3 4 ·5 6 Outside 7 Free-flow Lane Settings 0 Capacity 0 1 1 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume . 69 0 Adjusted Hourly Volume 0 69 Utilization Factor 0.00 .O.D3 Critical Factors ICURatio = 0,56 1 2 0 0 0 2 3600 0 0 Q 3600 N N 559 0 0 0 120 559 0 0 0 120 0.16 0.00 0.00 0.00 0.03 0.16 0.00 LOS= A Turning Movements at Intersection of : 1-5 Northbound Ramps w e s t A p p r Time: 7:15 AM to 8:15 AM North.Approach Date : 07 /14/05 Day : Thursday · Name : Mike C. (AM) Luis (PM), Raul Sub- To~ totals 517 1819 . 0 1302 Subtotals Total 120 __j 1182 ___., 07 0 0 J +i 69 0 628 South Approach 0 0 t t North t 0 628 257 0 0 L. r 559 1 1 2 4000 1182 1182 0.30 0.30 and 0 0 0 0 0 0 0 0 0.00 0.00 0.00 Cannon Road 1 1 2.5 3100, 448 448 0.14 1.5 2700 137 137 0.05 I-5 Northbound Ramps 257 L 137 ._ 448 F 0 0 Total Subtotals Sub- totals 585 1741 Cannon Road Totals 2326 Note : Left-tuni volumes include U-tums. U-tums in bold. E a s t A p p r 1-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization · Pk. Hr. Time Period : 4:30PM to 5:30.PM South Appr (NB) North Annr (SB) WestAnnr IRB\ Page 3 of3 East Annr (WB\ Lane Config - urati6ns Inside (left) Outside Free-flow Lane Settings Capacity 1 2 3 .4 5 6 7 0 1 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 51 6 Adjusted Hourly Volume 0 57 Utilization Factor 0.00 0.03 Critical Factors . ICU Ratio = 0.54 Turning Movements at Intersection of: Time: ·4:30 PM to 5:30 PM Date: 07/14/05 Day : Thursday 1 . 1 . 1 1 2 0 0 0 2 3600 0 0 0 3600 N N 224 0 0 0 278 224 0 0 0 278 0.06 0.00 0.00 0.00 0.08 0.06 0.00' 0.08 · LOS= A 1-5 Northbound Ramps North Approach 1103 Name : Mike C. (AM) Luis (PM), Raul 0 0 Sub-0 0 0 To~ totals J t ~ w e 899 _j s . 1900 0 278 t t 1001 723 ~ 0 7 A North p p +i t r r 51 6 224 0 Subtotals 0 281 Total 281 South Approach 1 I 1 2 0 0 2.5 1.5 4000 0 0 3100 2700 723 0 0 848 819 723 0 0 848 819 0.18 0.00 0.00 0.27 0.30 0.30 and Cannon Road 1-5 Northbound Ramps. Total 1103 Subtotals Sub- totals Totals L 819 +-848 1667 r 0 0 2614 947 Cannon Road Note: Left-turn volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 55 Intersection Location: I-5/Palomar Airport Road Southbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 ,. RICK ENGINEERING COMPANY Transportation DiL'ision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : . Carlsbad Intersection of: N/S Street: 1-5 Southbound Ramps E/W Street : Palomar Airport Road Count Date: 08/02/05 Day : Tuesday Weather: Sunny File : 2005 Int #55 Data Collected by : Marie, Raul Traffic Control : Signalized South Annroach (NB) North Annroach /SB) West Annroach fl?.B) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM. 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.30AM Peak 8:30AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM 5:15 PM • 5:30PM • 5:45PM • 6:00PM • 6:15 PM 6:30PM . Max. 15min. Pk. Hr. Vol. 5:00PM Peak 6:00PM Hourc Left 0 0 0 0 0 0 0 0 0 0 0 ·o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm Thru Right Peds Left U-Tm Tom 0 0 0 0 69 0 0 0 0 0 0 64 0 0 0 0 0 0 121 0 0 0 0 0 0 166 0 0 0 0 0 0 137 0 0 0 0 0 0 182 0 0 0 0 0 0 240 0 0 0 0 0 0 306. 0 0 0 0 0 0 200 0 0 0 0 0 0 205 0 0 0 0 0 0 190 0 0 0 0 0 0 169 0 0 0 0 0 0 306 0 0 0 0 0 0 951 0 0 Intersec!Ion Traffic m Pk. Hr. -2598 Intersection Pdstrns in Pk. Hr. 5 0 0 0 0 130 0 0 0 0 0 0 166 0 0 0 0 0 0 171 0 0 0 0 0 0 163 0 0 0 0 0 0 149 0 0 0 0 0 0 152 0 0 0 0 0 0 202 0 0 0 0 0 0 165 0 0 0 0 0 0 146 0 0 0 0 0 0 178 0 0 0 0 0 0 117 0 0 0 0 0 0 133 0 0 0 0 0 0 202 0 0 0 0 0 0 691 0 0 Intersection Traffic m Pk. Hr. -3635 Intersection Pdstrns in Pk. Hr. 3 Ri•hi Peds Left U-Tm Tom Right Peds 23 0 0 0 37 9 0 26 0 0 0 39 25 0 37 0 0 0 51 12 0 37 0 0 0 53 23 0 79 0 0 0 77 17 0 70 0 0 0 74 14 0 79 0 0 0 73 23 0 75 0 0 0 139 14 0 74 0 0 0 128 22 0 45 0 0 0 87 15 0 64 0 0 0 86 22 0 56 0 0 0 165 26 0 79 0 0 0 165 26 0 273 0 0 0 427 74 0 Peak Hr. Factor 0.93 34 0 0 0 118 40 0 89 0 0 0 122 49 0 67 0 0 0 147 31 0 33 0 0 0 172 28 0 47 0 0 0 150 38 0 36 0 0 0 151 54 0 45 0 0 0 198 62 0 30 0 0 0 219 48 0 30 0 0 0 152 53 0 35 0 0 0 132 58 0 29 0 0 0 129 50 0 36 0 0 0 111 41 0 89 0 0 0 219 62· 0 140 0 0 0 701 221 . 0 Peak Hr. Factor 0,94 East Annroach (WB) Left U,Tm Thru Right 0 0 88 83 0 0 .37 115 0 0 88 86 0 0 58 95 0 0 152 59 0 0 97 54 0 0 168 67 0 0 103 58 0 0 127 66 0 0 190 94 0 0 141 79 0 0 144 65 0 0 190 ll5 0 0 588 285 0 0 122 245 0 0 159 245 0 0 203 219 0 0 152 284 0 0 220 227 0 0 133 275 0 0 178 279 0 0 166 314 0 0 155 336 0 0 144 310 0 0 203 219 0 0 177 272 0 0 220 336 0 0 643 1239 Page 1 of3 15 min Total Peds Vehicles Peds 0 309 0 0 306 0 0 395 0 0 432 0 0 521 0 0 491 0 3 650 3 1 695 1 0 617 0 I 636 I 8 582 8 0 625 0 8 695 8 5 2598 5 0 689 0 0 830 0 0 838 0 0 832 0 0 831 0 0 801 0 0 964 0 3 942 •3 0 872 0 0 857 0 I 747 I I 770 I 3 964 3 3 3635 3 i~s Southbound Ramps at Palomar Airport Road Lane-Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : 7:30AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside .7 Free-flow Lane Settings O 0 Capacity O 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume O 0 Adjusted Hourly Volume O 0 Utilization Factor 0.00 0.00 Critical Factors · 0.00 ICU Ratio = 0.51 0 0 N N 0 0 0.00 0.00 LOS,; NorthA r SB I 1 2 0 I 3600 0 1800 951 0 273 951 0 273 0.26 0.00 0.15 0.26 A WestA r B 1 1 I 1 0 3 o· 0 2 0 0 6000 0 o· 4000 0 0 427 74 0 588 285 0 501 0 0 588 0 0.00 0.08 0.00 0.00 0.15 0.00 0.00 0.15 ( Juming Movements at Intersection of : 1-5 Southbound Ramps and Palomar Airport Road· w e s t A p p r Time: 7:30 AM to 8:30 AM Date : 08/02/05 Day : Tuesday Name·: Marie, Raul ·sub- To~ totals '1362 861 501 0 Subtotals Total 0 427 74 · North Approach 1224 273 0 J i _j ----+ t 7 Nortli i t 0 0 0 74 0 74 South Approach 1509 0 951 ~ r 0 1-5 Southbound Ramps 285 L 285 +-588 r 0 .o Total Subtotals Sub- totals 873 1378 Totals 2251 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r 1-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 5:00 PM to 6:00PM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings O 0 Capacity O 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume O 0 Adjusted Hourly Volume O 0 Utilization Factor 0.00 0.00 Critical Factors · 0.00 0 0 N N 0 0 0.00 0.00 North A Mr ISB\ '1 I 2 0 I 3600 0 1800 691 0 140 691 0 140 0.19 0.00 0.08 0.19 ICU Ratio = 0.45 LOS= A West A nnr ms\ 1 1 0 3 0 0 2 0 0 6000 0 0 4000 0 0 701 221 0 643 • 1239 0 922 0 0 643 0 0.00 0.15 0.00 0.00 0.16 0.00 0.00 0.16 Turning Moveme_nts at Intersection of: I-5 Southbound Ramps and Palomar Airport Road w e. s t . A p p r Time: 5:00 PM to 6:00PM Date : 08/02/05 Day : Tuesday Name : Marie, Raul Sub- To~ totals . 1705 783 922 0 Subtotals Total North Approach 140 J 0 ___t 701 __.. 221 7 i 0 0. 221 221 2070 831 0 0 691 + ~ t North t r 0 0 0 I-5 Southbound Ramps 1239 L 1239 ,._ 643 r 0 0 Total Subtotals Sub- . totals 1882 1392 Palomar Airport Road Totals 3274 South Approach Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 200.5 INTERSECTION ANALYSIS SUMMARY Intersection Number: 56 Intersection Location: 1-5/Palomar Airport Road Northbound Ramp Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. PeakHonr ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 "' RICK ENGINEERING COMPANY Transportation Dfoision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: 1-5,Northbound Ramps FJW Street : Palomar Airport Road Count Date: 08/02/05. Day : Tuesday Weather: Sunny File : 2005 Int #56 Data c.ollected by : David, Tom Traffic Control : Signalized South Annroach 'fNR\ North Annroach /SB) WestAnnroachll?B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM * 8:00AM * 8:15 AM * 8:30AM • 8:45AM 9:00AM Max. 15 IIlln. Pk. Hr. Vol. 7.30 AM Peal< 8:30AM Hour 3:45.PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4_45 PM Peak 5:45PM Hour Left II 14 22 28 31 32 38 46 36 46 43 55 55, 166 23 29 27 28 27 17 30 25 31 25 22 36 36 103 U-Tm Thru Ri•ht Peds Left U-Tm 0 0 155 0 0 0 0 0 171 0 0 0 0 I 251 0 0 0 0 0 285 0 0 0 0 0 247 0 0 0 0 0 293 0 0 0 0 0 331 0 0 0 0 0 2n 0 0 0 0 0 263 0 0 0 0 0 274 0 0 0 0 0 229 0 0 0 0 0 238 0 0 0 0 1 331 0 0 0 0 0 1140 0 0 0 Intersect100 Traffic 10 Pk. Hr. -3699 Intersection Pdstrns in Pk. Hr. 9 0 0 169 0 0 0 0 2 156 0 0 0 0 0 158 0 0 0 0 0 142 0 0 0 0 0 160 0 0 0 0 0 142 0 0 0 0 2 125 0 0 0 0 I 123 0 0 0 0 0 136 0 0 0 0 I 113 0 0 0 0 0 120 0 o. 0 0 0 117 0 0 0 0 ·2 169 0 0 0 0 3 526 0 0 0 Intersection Traffic m Pk. Hr_ -4601 Intersection Pdstrns in Pk. Hr. 4 Thru Right Peds Left U-Tm Thru Right Peds 0 0 0 II 0 105 0 1 0 0 0 II 0 92 0 3 0 0 0 II 0 161 0 I 0 0 0 14 0 205 0 2 0 0 0 6 0 161 0 I 0 0 0 21 0 235 0 0 0 0 0 25 0 288 0 2 0 0 0 17 0 430 0 2 0 0 0 19 0 310 0 4 0 0 0 25 0 270 0 0 0 0 0 10 0 266 0 0 0 0 0 24 0 310 0 2 0 0 0 25 0 430 0 4 0 ' 0 0 86 0 1298 0 8 Peak Hr. Factor 0.94 0 0 0 38 0 210 0 0 0 0 0 30 0 255 0 0 0 0 0 46 0 276 0 I 0 0 0 47 'O 288 0 0 0 0 0 59 0 242 0 I 0 0 0 58 0 241 0 I 0 0 0 89 0 315 0 0 0 0 0 62 0 322 0 0 0 0 0 54 0 278 0 I 0 0 0 39 0 265 0 -5 0 0 0 38 0 208 0 1 0 0 0 30 0 214 0 0 0 0 0 89 0 322 0 5 0 0 0 263 0 1156 0 2 Peak Hr. Factor 0.93 East Annroach (WB) Left U-Tm Thru Righi 0 0 160 45 0 0 138 62 0 0 152 70 0 0 125 · 63 0 0 180 72 0 0 119 61 0 0 197 77 0 0 115 105 0 0 157 70 0 0 238 50 0 0 177 90 0 0 154 76 0 0 238 105 0 0 707 302 0 0 320 185 0 0 375 146 0 0 388 196 0 0 382 202 0 0 415 208 0 0 368 228 0 0 406 266 0 0 453 207 0 0 429 193 0 0 422 142 0 0 388 114 0 0 401 98 0 0 453 266 0 0 1656 894 Page I of3 15 min Total Peds ~ehicles Peds 0 487 I .o 488 3 0 668 · I 0 720 2 0 697 I 0 761 0 0 956 2 -I 985 3 -o 855 4 0 903 0 1 815 I 0 857 2 I 985 4 I 3699 9 I 945 I 0 993 0 0 1091 I 0 1089 O, 0 llll I 0 1054 I 2 1233 2 0 1193 0 0 1121 · I 0 1007 5 I 890 2 0 896 0 2 1233 5 2 4601 4 1-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr (WB) Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config -. Urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 1 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 166 0 Adjusted Hourly Volume 0 166 Utilization Factor 0.00 0.08 Critical Factors ICU Ratio= 0.64 I I 2 3600 N N 1140 1140 0.32 0.32 LOS= West Annr(EB) I 0 0 0 3 0 0 0 0 1800 6000 0 0 0 0 86 1298 0 0 0 0 86 1298 0 0.00 0.00 0.00 0.05 0.22 0.00 0.00 0.22 B 0 0 0 0 0.00 0.00 I I 3 6000 707 707 0.12 2 3600 302 302 0.08 Turning Move11:1ent~ at Intersecti~n of : 1-5 Northbound Ramps · and Palomar Airport Road Time: 7:30 AM to 8:30 AM North Approach Date: 08/02/05 Day : Tuesday Name : David, Tom Sub -0 To~ totals J w e 873 _j-s 2257 0 86 t 1384 1298 __.. 0 7 A p p +i r 166 0 Subtotals 0 Total 1306 South Approach 388 0 0 0 0 + L. t North t r 0 1140 1306 1-5 Northbound Ramps 388 L 302 +-707 r 0 Total Subtotals Sub - totals Totals 1009 0 3447 2438 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r 1-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page3 of3 East Annr (WB) ·, Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45PM Lane Config- urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings 0 1 Capacity O 2000 Are the North/South phases split (YIN)? Are the EasVW est phases split (Y /N)? Efficiency Lost Factor 0.10 Hourly Volume 103 3 Adjusted Hourly Volume· 0 .106 Utilization Factor 0.00 0.05 Critical Factors ICU Ratio = 0.68 2 0 3600 0 N N 526 0 526 0 0.15 0.00 0.15 0.00 LOS= B 0 0 0 0 0.00 West Annr (EB) 1 1 1 1 1 0 3 0 0 3 2 0 1800 6000 0 0 6000 3600 0 263 1156 0 0 1656 894 0 263 1156 0 0 1656 894 0.00 0.15 0.19 0.00 0.00 0.28 0.25 0.15 0.28 Turning Movements at Intersection of : 1-5 Northbound Ramps and Palomar Airport Road Time : 4:45 PM .to 5:45 PM North Approach 1-5 Northbound Ram!'s Date: 08/02/05 Day : Tuesday 1160 Total Name : David, Tom 0 1160 Subtotals 0 Sub-0 0 0 Sub- To~ totals J + L. totals w e 1759 ____j L s 3178 0 263 894 t 1419 1156 ----->-t ~ 1656 2550 0 7 r .o 0 A North p 1682 p ~ t r r 103 3 526 Palomar Airport Road 0 Subtotals 0 632 Total 632 Totals 4232 South Approach Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 57 Intersection Location: I-5/Poinsettia Lane Southbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transporration Division ,- RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: 1-5 Southbound Ramps E/W Sireet : Poinsettia Lane Count Date: 08/10/05 Day: Wednesday Weather: Sunny File: 2005 Int #57 Data Collected by : Jesus, Jonathan Traffic Control : Signalized South Annroach tNB) North Annroach (SB) WestAnnroacbf1i'.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM 8:15AM • 8:30AM. • 8:45AM • 9:00AM • Max. 15min. Pk. Hr. Vol. 8:00 AM Peai< 9:00AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM • 5:30PM • 5:45PM • 6:00PM • 6:15 PM 6:30PM Max. 15 min. Pk. Hr._Vol_ 5:00 PM Peai< 6:00PM Hour Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Righr Peds Left U-Tm Thru Ri•ht Peds 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 38 0 0 0 0 0 50 0 0 0 0 0 49 0 0 0 0 0 41 0 0 0 0 0 28 0 0 0 0 0 57 0 0 0 0 0 61 0 0 0 0 .o 51 0 0 0 0 0 39 0 0 0 0 0 59 0 0 0 0 0 45 0 0 0 0 . 0 61 0 0 0 0 0 194 0 Intersection Traffic in Pk. Hr. = 1725 Intersection Pdstrns in Pk. Hr. = 12 0 0 0 0 55 (i 0 0 0 0 60 o· 0 0 0 0 54 0 .0 0 0 0 52 0 0 0 0 0 66 0 0 0 0 0 75 0 0 0 0 0 75 0 0 0 0 0 77 0 0 0 0 0 73 0 0 0 0 0 84 0 0 0 0 0 67 0 0 0 0 0 65 0 0 0 0 0 84 . 0 0 0 0 0 309 . 0 Intersection Traffic in Pk. Hr. = 3017 Intersection Pdstrns in Pk. Hr. = 17 0 0 0 0 0 0 0 I 0 0 0 0 I 0 0 0 2 I 0 0 I 0 0 0 0 0 2 I 6 0 0 0 26 28 I 11 ·O 0 0 37 23 2 9 0 0 0 45 21 0 22 0 0 0 40 14 3 20 0 0 0 58 28 2 22 0 0 0 65 27 4 28 0 0 0 104 31 2 16 0 0 0 82 23 2 21 0 0 0 84 28 I 40 0 0 0 62 26 I 60 0 0 0 109 18 1 38 0 0 0 53 20 0 60 0 0 0 109 31 4 159 0 0 0 308 92 3 Peai< Hr. Factor --. 0.84 41 0 0 0 170 29 I 53 0 0 0 138 42 2 37 0 0 0 184 39 I 55 0 0 0 199 43 2 40 0 0 0 178 43 3 61 0 0 0 154 43 2 47 0 0 0 178 · 44 0 64 0 0 0 201 47 0 .82 0 0 0 218 50 I 79 0 0 0 209 39 I 45 0 0 0 152 23 I 35 0 0 0 189 35 0 82 0 0 0 218 50 3 272 0 0 0 806 180 2 Peai< Hr. Factor 0.97 Page I of3 East Annroach /WB) 15 min Total Left U-Tm Thru Ri•ht Pods Vehicles Pods 65 0 43 0 2 198 3 89 0 51 0 0 249 2 91 0 100 0 I 316 I 82 0 70 0 2 277 5 82 0 120 0 5 349 7 76 0 102 0 2 320 6 133 0 134 0 7 487 9 95 0 128 0 I 406 3 102 0 110 0 4 396 5 103 0 131 0 0 401 I 124 0 142 0 2 512 3 120 0 140 0 3 416 3 133 0 142 0 7 512 9 449 0 523 0 9 1725 12 117 0 142 0 I 554 2 100 0 145 0 0 538 2 103 0 133 0 3 552 4 98 0 129 0 I 577 3 148 0 147 0 4 622 7 120 0 130 0 I 583 3 241 0 185 0 0 771 0 211 0 178 0 9 778 9 194 0 164 0 5 781 6 138 0 138 0 1 687 2 119 0 147 0 7 553 8 130 0 136 0 4 590 4 241 0 185 0 9 781 9 784 0 665 0 15 3017 17 1-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capadty Utilization Page2of3 East Annr (WB) Pk. Hr. Time Period : 8:00 AM to 9:00AM · South Appr (NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 .Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 0 0 N N 0 0 0.00 JCURatio = 0.39 LOS= Turning Movements at Intersection of: w e s t A p p r Time : 8:00 AM to 9:00 AM Date : 08/10/05 Day : Wednesday Name : Jesus, Jonathan Sub- To~ totals 1082. 682 400 0 0 308 92 / . Subtotals Total North Annr (SB) West Annr 11'B) 1 1 2 0 1 0 2 1 2 2 0 3600 0 1800 0 4000 1800 3600 4000 0 194 0 159 0 308 92 449 523 0 194 0 159 0 308 92 449 639 0 0.05 0.00 0.09 0.00 0.08 0.05 0.12 0.16 · 0.00 0.09 0.08 0.12 A I-5 Southbound Ramps and Poinsettia Lane North Approach 353 159 0 J + _t ----+ t 7 North i t 0 0 0 541 0 541 South Approach I-5 Southbound Ramps 353 0 0 194 L. L 0 +-523 r 449 r. 0 0 Total Subtotals Sub~ totals 972 502 Poinsettia Lane Totals 1474 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r 1-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Aeer (NB} 5:00PM to 6:00PM Left Thru Right Lane Inside 1 Config -(left) 2 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 0 Capacity 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume· 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio,= 0.67 Turning Movements at Intersection of: w e s t A p p r . Time: 5:00 PM to 6:00 PM Date: 08/10/05 Day : Wednesday . Name: Jesus, Jonathan Sub- To~ totals 1923 937 986 0 0 0 N N 0 0 0.00 LOS= 0 806 18.0 Subtotals Total North Annr /SB) West Annr /EB) East Annr (WB) Left Thru Right Left Thru Right Left Thru Right 1 1 1 1 1 1 1 1 1 1 ' 1 2 0 1 0 2 1 2 2 0 3600 0 1800 0 4000 1800 3600 4000 0 309 1 272 0 806 180 784 665 0 400 0 272 0 806 180 784 665 0 0.11 0.00 0.15 0.00 0.20 0.10 0.22 0.17 0.00 0.15 0.20 0.22 B 1-5 Southbound Ramps and Poinsettia Lane North Approach 582 272 1 J + _j --:--+ t 7 ' North i t 0 0 ' 0 965 0 965 South Approach 582 0 309 L. r 0 1-5 Southbound Ramps 0 L 0 +-665 r 784 0 Total Subtotals Sub- totals 1449 . 1115 Poinsettia Lane Totals 2564 Note : Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r \ CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 58 Intersection Location: I-5/Poinsettia Lane Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ,M ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: 1-5 Northbound Ramps FJW Street : Poinsettia Lane Count Date: 08/10/05 End of 15 Day : Wednesday Weather: Sunny South Annroach (NB) North A ""roach IS Bl File : ·2005 Int #58 Data Collected by : Michelle, Jessica Traffic Control : Signalized West Annroach /EB) East Annroach {WB) Page 1 of3 15 min Total min. prd. Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Riehl Peds Left U-Tm Thru Riehl Peds Left U-Tm Thru Riehl Peds Vehicles Peds 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15AM • 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk Hr. Vol. 7:45 AM Peale 8:45 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM • 5:30PM • 5:45 PM • 6:00PM • 6:15 PM 6:30PM Max. 15 min. Pk Hr. Vol. 5:00PM Peak 6:00PM Hour 11 17 24 24 19 24 26 47 43 67 47 41 67 204 48 50 63 55 45 47 55 53 36 47 41 40 63 191 0 0 21 0 0 0 0 0 42 0 0 0 0 1 102 0 0. 0 0 2 101 0 0 0 0 6 134 0 0, 0 0 2 151 0 0 0 0 1 147 0 0 0 0 1 240 0 0 0 0 1 197 0 0 0 0 0 176 0 0 0 0 1 149 0 0 0 0 0 174 0 0 0 0 6 240 0 0 0 0 3 762 0 0 0 Intersection Traffic in Pk. Hr. = 2636 Intersection Pdstms in Pk. Hr. = 8 0 0 124 0 0 0 0 0 128 0 0 0 0 2 118 0 0 0 0 1 126 0 0 0 0 0 116 0 0 0 0 3 132 0 0 0 0 0 166 0 0 0 0 0 127 0 0 0 0 _, 0 177 0 0 0 0 . 1 168 0 0 0 0 3 144 0 0 0 0 5 142 0 0 0 0 5 177 0 0 0 0 1 638 0 0 0 Intersection Traffic in Pk. -Hr. = 3369 Intersection Pdstrns in Pk. Hr. = 6 0 0 0 10 0 0 0 0 11 0 0 0 0 15 0 0 0 0 23 0 0 0 0 16 0 0 0 0 21 0 0 0 0 22 0 0 0 0 30 0 0 0 0 30 0 0 0 0 27 0 0 0 0 38 0 0 0 0 17 0 0 0 0 38 0 0 0 0 125 0 Peak Hr. Factor ---0.88 0 0 0 31 0 0 0 0 30 0 0 0 0 38 0 .0 0 0 20 0 0 0 0 37 0 0 0 0 24 0 0 0 0 31 0 0 0 0 34 0 0 0 0 39 0 0 0 0 33 0 0 0 0 24 0 0 0 0 23 0 0 0 0 39 0 0 0 0 137 0 Peak Hr. Factor ---0.95 44 0 0 0 0 92 49 3 227 3 62 0 0 0 0 114 58 1 304 1 80 0 1 0 0 176 49 2 447 3 67 0 0 0 0 117. 75 2 409 2 86 0 0 0 0 199· 85 4 545 4 71 0 3 0 0 117 45 1 431 4 128 0 2 0 0 239 57 1 620 3 102 0 0 0 0 220 107 5 747 5 103 0 1 0 0 173 79 0 626 1 82 0 0 0 0 196 89 2 637 2 118 0 0 0 0 187 86 0 626 0 86 0 0 0 0 217 87 1 . 622 1 128 0 3 0 0 239 107 5 747 5 405 0 1 0 0 776 361 7 2636 8 185 0 0 0 0 210 114 2 712 2 165 0 0 0 .o 188 88 0 649 0 198 0 0 0 0 163 74 0 656 ·o 222 0 2 0 0 162' 58 0 644 2 207 0 0 0 0 240 62 2 707 2 205 0 0 0 0 203 75 0 689 0 218 0 0 0. 0 332 80 0 882 0 234 0 0 0 0 321 60 2 829 2 244 0 0 0 0 318 57 0 871 0 250 0 2 0 0 229 59 2 787 4 188 0 0 0 0 225 63 0 688 0 218 0 0 0 0 226 52 2 706 2 250 0 2 0 0 332 114 2 882 4 946 0 2 0 0 1200 256 4 3369 6 . 1-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page2 of3 EastAnnr.!WR\ Pk. Hr. Time Period : 7:45 AM to 8:45AM South Appr (NB) Lane Config - uratjons Inside (left) 1 2 3 4 5 6 Outside 7 Free0flow Lane Settings Capacity 0 I 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 204 3 Adjusted Hourly Volume 0 207 Utilizatio.n Factor 0.00 0.10 Critical Factors ICU Ratio = 0.58 Turning Movements at Intersection of: Time : 7:45 AM to 8:45 AM Date: 08/10/05 Day : Wednesday 2 3600 N N 762 762 0.21 0.21 LOS= Name : Michelle, Jessica Sub - To~ totals w e 980 s 1510 0 125 t 530 405 0 A p p r Subtotals Total North Annr !SB\ WestAnnr "'B\ 0 0 0 0 0 0 1800 0 0 0 125 0 0 0 125 0.00 0.00 0.00 0.07 0.00 0.07 A 1-5 Northbound Ramps North Approach 489 0 0 0 0 0 J ~ L. _t ---+ t 7 North +i t r 204 3 762 0 0 969 969 South Approach 2 0 0 4000 0 0 405 0 0 405 0 0 0.10 0.00 0.00 and Poinsettia Lane 1 1 I 3 6000 776 776 0.13 1 I 1800 361 361 0.20 0.20 1-5 Northbound Ramps Total 489 Subtotals Sub - totals Totals L 361 +--776 1137 r 0 0 2304 1167 Poinsettia Lane Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r 1-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page3 of3 Pk. Hr. Time Period : South Aeer (NB) 5:00PM to 6:00PM ~ Thru Right Lane Inside 1 1 1 Config -(left) 2 1 urations 3 1 .4 5 6 Outside 7 -Free-flow Lane Settings 0 1 2 Capacity 0 2000 3600 Are the North/South phases split (YIN)? N Are the East/West phases split (Y /N)? N Efficiency Lost Factor 0.10 Hourly Volume 191 638 Adjusted Hourly Volume 0 192 638 Utilization Factor 0.00 0.10 0.18 Critical Factors 0.18 ICU Ratio = 0.56 LOS= Turning Movements at Intersection of: w e s t A p p r Time: 5:00 PM to 6:00 PM Date : 08/10/05 Day : Wednesday Name : Michelle, Jessica Sub- To~ totals 2474 1391 !083 0 Subtotals Total 137 946 0 North A nnr !SB\ West A""r !EB\ East Annr (WB) Left Thru ~ Left Thru~ Left Thru ~ 1 1 1 1 i 1 ·1 1 0 0 0 1 -.2 0 0 3 1 0 0 0 1800 4000 0 0 6000 1800 0 0 0 137 946 0 0 1200 256 0 0 0 137 946 0 0 1200 256 0.00 0.00 0.00 0.08 0.24 0.00 0.00 0.20 0.14 0.00 0.08 0.20 A 1-5 Northbound Ramps and Poinsettia Lane North Approach 0 0 0 J + _t ---+ t 7 North i t 191 1 0 0 830 830 South Approach 1-5 Northbound Ramps 394 394 0 0 l. L 256 +-1200 r 0 i 638 • 0 Total Subtotals Sub- totals 1456 1584 Poinsetti8 Lane Totals 3040 Note : Left-tum volumes include U-tums. U-tums in bold . E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 · INTERSECTION ANALYSIS SUMMARY Interse.ction Number: 59 Intersection Location: I-5/La Costa Avenue Southbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK. '" ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Southbound Ramps E/W Street : La Costa A venue Count Date: 08/09/05 Day : Tuesday Weather: Sunny File : 2005 Int #59 Data Collected by : Raul, Tom Traffic Control : Signalized South Anoroach /NB) North Annroach (SB\ WestAnnroachm-B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max.15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00 PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max, 15min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 0 0 0 0 0 0 0 0 0 0 0 0 o· 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm Thru Riehl Peds Left U-Tm Thru 0 0 0 0 33 0 0 0 0 0 0 48 0 0 0 0 0 0 89 0 0 0 0 0 0 65 0 0 0 0 0 0 73 0 6 0 0 0 0 80 0 3 0 0 0 0 158 0 0 0 0 0 0 137 0 6 0 0 0 0 137 0 1 0 0 0 0 90 0 3 0 0 0 0 79 0 0 0 0 0 0 86 0 1 0 0 0 0 158 0 6 0 0 0 0 522 0 10 Intersection Traffic m Pk. Hr. -2042 Intersection Pdstrns in Pk. Hr. 1 0 0 0 0 84 0 0 0 0 0 0 83 0 0 0 0 0 0 104 0 0 0 0 0 0 65 0 4 0 0 0 0 95 0 0 0 0 0 . 0 79 0 2 0 0 0 0 86 0 ll 0 0 0 0 109 0 1 0 0 0 0 79 0 0 0 0 0 0 60 0 0 0 0 0 0 57 0 0 0 0 0 0 68 0 0 0 0 0 0 109 0 ll 0 0 0 0 353 0 14 Intersect1on Traffic m Pk. Hr. 2261 - Intersection Pdstrns in Pk. Hr. 0 Right Peds Left U-Tm Thru Ri•ht Peds 12 0 0 0 41 18 0 23 0 0 0 46 15 0 16 0 0 0 85 12 . 0 31 0 0 0 63 15 0 36 0 0 0 71 16 o· 48 0 0 0 78 ll 0 58 0 0 0 109 12 0 ll7 0 0 0 123 15 1 91 0 () 0 90 10 0 121 0 0 0 93 15 0 55 0 0 0 122 13 0 38 0 0 0 144 12 0 121· · 0 0 0 144 18 1 387 · 0 0 0 415 52 1 Peak Hr. Factor 0.94 26 0 0 0 105 30 0 45 0 0 0 .133 29 0 39 0 0 0 102 18 0 53 0 0 0 136 17 0 31 0 0 0 126 34 0 30 0 0 0 ll8 ll 0 33 0 0 0 123 17 0 46 0 0 0 ll2 21 0 39 0 0 0 ll4 19 0 20 0 0 0 122 18 0 22 0 0 0 98 19. 0 33 0 0 0 99 15 0 53 0 0 0 136 34 0 148 0 0 0 467 68 0 Peak Hr. Factor 0.95 East Annroach (WB) Left U-Tm Thru Ril!ht 95 0 71 0 158 0 28 0 _llO 0 88, 0 128 0 54 0 93 0 58 0 119 9 77 0 llO 0 68 0 88 0 56 0 85 0 58 0 - ll3 0 78 0 78 0 61 0 81 0 85 0 158 9 88 0 396 0 260 0 148 1 102 0 162 0 122 0 128 0 132 0 139 0 139 0 127 0 103 0 125 0 143 0 126 0 188 0 133 0 170 0 13i 0 195 0 155 0 106 0 140 .o · 138 0 90 0 120 0 162 1 195 0 515 0 696 0 Page 1 of3 15 min Total Peds Vehicles Peds 0 270 0 0 318 0 0 400 0 1 356 1 0 353 0 1 425 1 0 515 0 0 542 1 0 472 0 0 513 0 0 408 0 0 447 0 1 542 1 0 2042 1 0 496 0 0 574 0 0 523 0 0 553 0 3 516 3 0 508 0 0 584 0 0 592 0 0 577 0 3 481 3 0 474 0 0 425 0 . 3 592 3 0 2261 0 1-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : South Aeer (NB) North Annr (SB) WestAnnrmB) East Annr (WB\ · 7:30AM to 8:30AM Left Thru Right Left Thru ~ Left Thru Right Left Thru Right. Lane Inside 1 1 I 1 Config -(left) 2 1 1 1 urations 3 1 4 1 5 6 Outside 7 Free-flow I Lane Settings 0 0 0 2 0 1 0 2 0 2 2 0 Capacity 0 0 0 3800 0 1800 0 4000 0 3600 .4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 522 10 387 0 415 52 396 260 0 Adjusted Hourly Volume 0 0 0 532 0 387 0 467 0 396 260 0 Utilization Factor 0.00 0.00 0.00 0.14 0.00 0.22 0.00 0.12 0.00 0.11 0.07 Q.00 Critical Factors 0.00 0.22 0.12 0.11 ICU Ratio = 0.55 LOS= A Turning ·Movements at Intersection of : 1-5 Southbound Ramps and La Costa Avenue Time: 7:30'AM to 8:30AM North Approach 1-5 Southbound Ramps Date: 08/09/05 Day : Tuesday 919 Total Name : Raul, Tom 919 0 Subtotals 0 Sub-387 10 522 Sub- Totals t.otals J t ~ totals Totals w E e 647 _t L a s 1114 0 0 0 s t 467 415 ____.. t +-260 656 t 52 7 .r . 396 0 1593 A North A p 937 p p +i t r p r . r 0 0 0 La Costa Avenue 0 Subtotals 458 0 Total 458 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. 1-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page3 of3 East Annr (WB) Pk. Hr. Time Period : 4:45 PM to 5:45PM South A ppr (NB) Lane Inside 1 Config-(left) 2 orations 3 4 . 5 6 Outside 7· Free-flow. Lane Settings 0 1 0 Capacity 0 2000 0 Are the North/South phases split (YIN)? N Are. the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 Adjusted Hourly Volume ,O 0 0 Utilization Factor . 0.00 . 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.48 LOS= Turning Movem.ents at Intersection of: Time : 4:45 PM to 5:45 PM Date: 08/09/05 Day : Tuesday Name : Raul, Tom Sub- To~ totals w e 844 s . 1379 0 0 t 535 467 68 A p p r Subtotals Total North Annr (SB) West Annr(EB\ 1 1 1 I t 2 0 1 0 2 0 2 2 0 3600 0 1800 0 4000 0 3600 4000 0 353 14 148 0 467 68 515 696 · 0 351 0 168 0 535 0 556 696 0 0.10 0.00 0.09 0.00 0.13 0.00 0.15 0.17 0.00 0.10 0.13 0.15 A 1-5 Southbound Ramps and La Costa Avenue North Approach 1-5 Southbound Ramps 515 Total 515 0 Subtotals 0 148 14 353 Sub- J + L. totals Totals _t L t 0 _.. +-696 1211 7 r 515 0 2031 North i t 820 r 0 .0 0 La Costa Avenue 0 597 0 597 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 INTERSECTION ANALYSIS SUMMARY Intersection Number: 60 -Intersection Location: I-5/La Costa Avenue· Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 "' RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANAL VSIS City : Carlsbad Intersectiori of: N/S Street : I-5 Northbound Ramps iVw Street: La C6sta Avenue Count Date: 08/09/05 Day : Tuesday y.'eather : Sunny File : 2005 Int #60 Data Collected by : David, Caroline Traffic c;ontrol ! Sigrtalized South Annroach /NB)· North A ""roach IS Bl West Annroach (EB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM · 9:00AM Max. 15 min. Pk. Hr. Vol. · 7:30 AM Peak 8:30AM Hour 3:45 PM , 4:00PM 4:15PM 4:30PM 4:45 PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left ' 9 15 12 18 17 Ip 10 12 19 18 18 16 19 59 27 41 55 48 4~ 46 31 69 57 55 56 46 069 203 U•Tm Thru Riehl Peds Left U-Tm 0 0 99 0 0 0 0 I 140 0 0 0 0 0 193 0 0 0 ,q o, 162 0 0 0 0 2 129 0 0 0 0 I 120 0 0 0 0 5 114 0 0 0 0 2 126 0 0 0 0 0 109 0 0 0 () 0 119 0 0 0 0 I 104 0 0 0 0 1 113 0 0 0 0 5 193 0 0 0 0 7 468 0 0 0 Intersect1on Traffic m Pk. Hr. -2606 Intersection Pdstrns"in Pk. Hr. 0 0 5 Ill 0 0 I 122 0 0 0 Ill, 0 0 1 106 0 0 1 96 0 0 1 103 0 0 I 114 0 0 0 127 0 0 2· 117 0 0 1 . 113 0 0 8 100 0 ' 0 1 91 0 0 8 127 0 0 4 461 0 Intersection Traffic m Pk. Hr. Intersectiort Pdstrns in Pk. Hr. 0 0 0 1) 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ii 0 0 0 2826 6 ' Thru Riehl Peds Left U-Tm Thru, Riehl Peds Left 0 0 0 27 0 50 0 0 0 0 0 0 28 0 88 0 0 0 0 0 0 3i o· 130 0 0 . 0 0 0 0 25 0 137 0 0 0 0 0 0 33 0 113 0 0 0 0 0 0 37 0 161 0 0 0. 0 0 0 42 0 232 0 0 0 0 0 0 45 0 215 0 0 0 0 0 0 49· 0 205 0 0 0 0 0 0 43 I 159 0 0 0 . 0 0 0 52 0 172 0 0 0 0 0 0 48 0 159 0 0 0 0 0 0 52·. I 232 0 0 0 0 0 0 179 I 811 0 0 0 Peak Hr. Factor 0.93 0 0 0 36 0 121 0 0 0 0 0 0 41 0 150 0 0 0 0 0 0 20 0 171 · 0 0 0 0 0 0 41 6 167 0 0 0 0 0 0 37 3 141 0 0 .0 0 0 0 29 I 164 0 0 0 0 0 0 38 5 156 0 0 0 0 0 0 25 2 186 0 0 0 0 0 0 19 0 148 0 0 ' 0 0 0 0 22 2 144 0 0 0 ' 0 0 0 10 5 138 0 0 0 0 0 0 17 2 150 0 0 0 0 0 0 41 6 186 0 0 0 0 0 0 111 8 654 0 0 0 Peak Hr. Factor 0.95 East Annroach (WB) .U-Tm Thru Right 0 159 45 0 164 41 0 193 84 0 185 70 0 176 74 0 179 85 0 154 144 0 161 118 0 134 107 0 150 113 0 141 116 0 162 99 0 193 144 0 599 482 0 273 133 0 245 76 0 222 105 0 231 85 0 208 91 0 235 78 0 302 · 90 0 259 76 0 295 50 0 218 52 0 229 64 0 165 48 0 302 133 0 1091 294 I 1 Pagf I of3 15 min Total Peds Vehicles Peds 0 389 0 0 477 0 0 644 0 I 597 I 0 544 0 1 598 I 0 701 0 0 679 0 0 623 0 0 603 0 0 604 0 0 598 0 I 70t I 0 .2606 0 () 706 0 0 676 0 0 684 0 0 685 0 0 622 0 . 0 657 0 0 737. 0 0 744 0 6 688 6 0 607 0 0 610 0 0 520 0 6 744 6 6 2826 6 ( \ ,, 1 1-~s Northbound_Ramps at· La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page2 of3 Pk. Hr. Time Period : South AQQr (NB l 7:30AM to 8:30AM Left Thru Lane Inside I I I Config -(left) 2 ·urations 3 -4 5 -6 Outside 7 Free-flow Lane Settings 0 I Capacity 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor · 0.10 Hourly Volume 59 7 Adjusted Hourly Volume 0 66, Utilization Factor 0.0.0 0.03 Critical Factors H::u Ratio = 0.60 Turning Movements at Intersection of: Time : 7:30 AM to 8:30 AM Date : 08/09/05 Day : Tuesday Right 1 1 2 1600 N N 468 468 0.13 0.13 LOS= Name : David, Caroline w e s t Sub -- To~ totals 1650 659 991 1 180 811 0 North Annr (SB) WestAnnr ffiB) East Annr (WB) Left Thru Right . Left Thru Right Left Thru Right I l 1 I I -T 1 0 0 0 I 2 0 0 3 1 0 0 0 . 1800 4000 0 0 6000 1800 0 0 0 180 811 0 0 599 482 1)· 0 0 130-811 o. 0 599 482" 0,00-OJJO 0.00 0.10 0.20 0.00 0.00 0.10 0.27 0.00 0.10 0.27 A 1-5 Nortlibound Ramps and La Costa Avenue -North Approach 668 0 0 0 0 0 J + ~ _t __.. t 7 North 1-5 Northbound Ramps 668 L 482 +--599 .-0 0 Total Subtotals Sub·- totals 1081 Totals E a s t 2360 A A p p r -t 1279--p Subtotals Total i 59 0 0 534 South Approach r 7 468 534 La Costa Avenue Note : Left-tum volumes include U-tums. U-tums in bold. p r 1~5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 cif 3 East Annr IWB\ Pk. Hr. Time Period : _4:45PM-to .5:45PM. South Appr (NB) Lane Config • uratioils Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 I 0 2000· Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 203 4 Adjusted Hourly Volume . ·o 207 Utilization Factor 0.00 0.10 Critical Factors 1 1 2 3600 N N 461 461 0.13 0.13 ICU Ratio = 0.48 LOS= Turning Movements at Intersection of: Time : 4:45 PM to 5:45 PM Date: 08/09/05 Day : Tuesday Name : David, Caroline Sub- To~ totals w e 1302 s 2075 8 119 t 773 654 0 A p p r Subtotals Total North Annr (SB) West A""r "'B\ 1 0 0 0 1 0 0 0 1800 0 0 0 119 0 0 0 119 0.00 0.00 0.00 0.07- -0.00 0.07 A I-5 Northbound Ramps North Approach 409 0 0 0 0 0 J t ~ _j t __.. 7 North i t r 203 4. · 461 0 0 -668. 668 South· Approach 1 2 4000 654 654 0.16 and 0 0 0 0 0 0 0 lT 0.00 0.00 1 1 3 6000 1091 1091 0.18 0.18 La Costa Avenue 1 1 . 1800 294 294 0.16 IsS Northbound Ramps Total 409 Subtotals Sub·• totals Totals L 294 +-1091 1385 r 0 0 2500 1115 La Costa-Avenue Note: Left-tum volumes include U-tums. U-ti'rrns in bold. E a s t A p p r · APPENDIXB MID-BLOCK LINK SUMMARY ' MID-BLOCK LINK VOLUME COUNTS This chapter presents the link count information for the thirty-one (31) 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 2005 and detailed summaries are shown on the following pages. The information includes IS-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-one (31) 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 wa:s based on guidelines developed by the City of Carlsbad. 78:......---------... A\'eni,fa La Posla 2005 TRAFFIC MONITORING PROGRAM AVERAGE DAILY TRAFFIC VOLUMES Legend: Ill Mid-Block Count Location xx,xxx Mid-Block Average Daily Traffic (ADT) N w---E ' s NOTTO SCALE Figure B-1 RICK ENGINEERING COMPANY 11/29/05 Table B-1 MID-BLOCK LINK COUNT DATA SUMMARY 2005 TRAFFIC MONITORING PROGRAM Location Segment Number Segment Location Count Day (s) Count Date (s) Palomar Airport Road Paseo Del Norte and Annada Drive Tues, Wed 8/2, 8/3 2 Palomar Airport Road Yarrow Drive and El Camino Real Tues, Wed 8/2, 8/3 3 Palomar Airport Road El Camino Real and El Fuerte Street Tues, Wed 8/2, 8/3 4 Palomar Airport Road Melrose Drive and Paseo Valindo Tues, Wed 7/19, 7/20 5 El Camino Real Plaza Drive and Marron Road Tues, Wed 7/19, 7/20 6 El Camino Real Tamarack A venue and Kelly Drive Tues, Wed 7/19, 7/20 7 El Camino Real Faraday A venue and Palomar Airport Road Wed, Thurs 7/27, 7/28 8 El Camino Real Camino Vida Roble and Cassia Road Tues, Wed 8/2, 8/3 9 El Camino Real Arena! Road and Costa Del Mar Road Tues, Wed · 7/26, 7/27 10 El Camino Real La Costa A venue and Levante Street Tues, Wed 7/26, 7/27 11 El Camino Real Levante Street and Calle Barcelona Tues, Wed 7/26, 7/27 12 Melrose Drive Palomar Airport Road and Rancho Bravado Tues, Wed 7/19, 7/20 13 Carlsbad Boulevard Mountain View Dri've and State Steet Wed, Thurs · 7/13, 7/14 14 Carlsbad Boulevard Cannon Road and Cerezo Drive Wed, Thurs 7/13, 7/14 '· 15 Carlsbad Boulevard Poinse.ttia Lane and Island Way Wed, Thurs 8/17, 8/18 16 Carlsbad Boulevard Avenida Encinas and La Costa A venue Wed, Thurs 8/17, 8/18 17 La Costa A venue ::Saxony Road and Piraeus Street Tues, Wed 8/9, 8/IO 18 La Costa Avenue Cadencia Street and Romeria Street Tues, Wed 7/26, 7/27 19 Rancho Santa Fe Road Melrose Drive and La Costa Meadows Drive Tues, Wed 7/26, 7/27 20 Rancho Santa Fe Road San Elijo Road and Camino Junipero Tues, Wed 8/16, 8ii7 21 Rancho Santa Fe Road Olivenhain Road and Calle Acervo/Avenida La Pasta Tues, Wed 8/16, 8/17 22 Carlsbad Village Drive Victoria A venue and Pontiac Drive Tues, Wed 7/19, 7/20 23 Poinsettia Lane Paseo Del Norte and Batiquitos Drive Tues, Wed 8/9, 8/IO 24 Tamarack Avenue El Camino Real and La Portalada Drive Tues, Wed 7/19, 7/20 25 Paseo Del Norte Camino Del Parque (north) and Palomar Airport Road Tues, Wed . 8/2, 8/3 26 Paseo Del Norte Palomar Airport Road and Car Country Drive Wed, Thurs 8/17, 8/18 27 Cannon Road Paseo Del Norte and Car Country Drive Wed, Thurs 7/13, 7/14 28 Cannon Road El Camino Real and College Boulevard Wed, Thurs 7/13, 7/14 29 College Boulevard Tamarack Avenue (N) and N. City Limits Tues, Wed 7/19, 7/20 30 College Boulevard Palomar Airport Road and Aston A venue Tues, Wed 8/2, 8/3 31 Alga Road Corintia Street and El Fuerte Street Tues, Wed 7/26, 7/27 ) TableB-2 MID-BLOCK LINK LEVELS OF SERVICE 2005 TRAFFIC MONITORING PROGRAM Location #of Link Link #of hrs- Number Segment Segment Location Lanes1 Volume Direction VIC LOS1 Volume Direction VIC LOS1 worse than LOSC ------------ Palomar Airport Road Paseo Del Norte and 3 2,621 WB 0.49 A 2,308 EB 0.43 A 0 Annada Drive 2 Palomar Airport Road Yarrow Drive and 3 1,407 WB 0.26 A 1,638 EB 0.30 A 0 El Camino Real 3 Palomar Airport Road El Camino Real and 3 2,463 WB 0.46 A 2,683 EB 0.50 A -0 El Fuerte Street 4 Palomar Airport Road Melrose Drive and 3 3,866 WB 0.72 C 2,863 EB 0.53 A 0 Paseo V alindo 5 El Camino Real Plaza Drive and 3 1,727 NB 0.32 A 1,510 SB 028 A 0 Marron Road 6 El Camino Real Tamarack Avenue and 2 1,754 NB 0.49 A 1,775 SB 0.49 A 0 Kelly Drive 7 El Camino Real Faraday Avenue and 3 1,617 NB 0.30 A 1,814 SB 0.34 A 0 Palomar Airport Road 8 El Camino Real Camino Vida Roble and 2/3 1,519 NB 0.42 A 1,848 SB 0.34 A 0 Cassia Road 9 El Camino Real Arenal Road aild 3/2 1,891 NB 0.35 A 2,030 SB 0.56 A 0 Costa Del Mar Road 10 El Camino Real La Costa Avenue and 3 1,581 NB 029 A 1,660 SB 0.31 A 0 Levante Street Notes: 1. Number of lanes is for the direction(s) indicated. 2. The segment LOS was based upon the maximum. one-direction, one-hour volwne in the peak period as a ftmction of the one-direction, maximum lane volume of 1,800 vehicle per hour. Table B-2 (Continued) . MID-BLOCK LINK LEVELS OF SERVICE 2005 TRAFFIC MONITORING PROGRAM Location #of Link· Link #of hrs Nuniber Segment Segment Location Lanes1 Volume Directiori VIC LOS1 Volume Direction VIC LOS1 worse than LOSC ------------ II El Camino Real Levante Street and 3 1,547 NB 0.29 A 1,670 SB 0.31 A 0 Calle Barcelona 12 Melrose Drive Palomar Airport Road and 3 651 NB 0.12 A 695 SB 0.13 A 0 Rancho Bravado 13 Carlsbad Boulevard State Street and 754 NB 0.42 A 868 SB 0.48 A 0 Mountain View Drive 14 Carlsbad Boulevard Cannon Road and 1;001 NB 0.56 A 1,247 SB 0.69 B 0 Cerezo Drive 15 Carlsbad Boulevard Island Way and 2 966 NB 0.27 A 1,091 SB 0.30 A 0 Poinsettia Lane 16 Carlsbad Boulevard Avenida Encinas and 2 1;283 NB 0.36 A 1,454 SB 0.40 A 0 La Costa Avenue 17 La Costa Avenue Piraeus Street and 2 1,186 WB 0.33 A 1,344 EB 0.37 A 0 Saxony Road 18 La Costa Avenue Romeria Street and 2/1 463 WB 0.13 A 590 EB 0.33 A 0 Cadencia Street 19 Rancho Santa Fe Road Melrose Drive and 211 1,365 NB 0.38 A 1,367 SB 0.76 C 0 La Costa Meadi:,ws Drive 20 Rancho Santa Fe Road San Elijo Road and 2/3 1,719 NB 0.48 A. 1,905 SB 0.35 A 0 Camino Junipero Notes: 1. Number of lanes is for the direction(s) indicated. 2. The segment LOS was based upon the maximum, one-directiOll;, one-hour volume in the peak period as a function of the one-direction, maximum Jane volume of 1,800 vehicle per hour. Table B-2 (Continued) MID-BLOCK LINK LEVELS OF SERVICE. 2005 TRAFFIC MONITORING PROGRAM Location #of Link # of hrs Number Segmeot Segment Location Lanes1 Link Volume Direction VIC LOS2 Volume Direction VIC LOS2 worse than LOSC ------------ 21 Rancho Santa Fe Road Olivenhain Road and 2 775 NB -0.22 A 838 SB 0.23 A 0 A venida La Posta/Calle Acervo 22 Carlsbad Village Drive_ Pontiac Drive and 239 WB 0.13 A 298 EB 0.17 A 0 Victoria A venue 23 Poinsettia Lane Paseo Del Norte and 2 1,076 WB 0.30 A 1,150 EB 032 A 0 Batiquitos Drive . 24 Tamarack Avenue El Camino Real and 2 542 WB 0.15 A 443 EB 0.12 A 0 La Portalada Drive 25 P'aseo Del Norte Camino Del Parque (North) and 2 385 NB 0.11 A 492 SB 0.14 A 0 Palomar Airport Road 26 Paseo Del Norte Palomar Aiiport Road and 2 530 NB 0.15 A 492 SB 0.14 A 0 Car Country Drive 27 Cannon Road Pasco Del Norte and 2 1,335 WB 0.37 A 1,376 EB' 0.38 A 0 Car County Drive 28 Cannon Road El Camino Real and 1,493 WB 0.83 D 1,562 EB 0.87 D 1.5 College Boulevard 29 College Boulevard Tamarack Avenue (North) and 2 1,891 NB North tity Limits 0.53 A 1,625 SB 0.45 A 0 30 College Boulevard Aston Avenue and 2 l,015 NB Palomar Airport Road 0.28 A 1,018 SB 0.28 A 0 31 Alga Road Corintia Street and .2 694 WB 0.19 A 771 EB 0.21 A 0 El Fuerte Street Notes: I. Number oflanes 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. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 1 Palomar Airport Road Between Paseo del Norte and Armada Drive Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume c,ount Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot pay 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division ( ... - f;i~fL·Y: ·' Volume Count Report Location ............ -~ ...... Palomar Airport Rd: P. D. N. to Armada Dr· Location Code ............ l· County ............. : ..•••... San Diego Recorder Se.t_ ........... ;. 8-/1/05 00: 00 Recording· Start •........ 8/2/05 00: 00 Recording End ............ 8/4/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8700 Machine Number .•........ 20300 Channel ...... ·~ ..•..••.••••• A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 08_/0'2/05 Channel: A lYirecti-on.: W 0100 0200 0300 0400 0500 0600ll7-00 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 HIOO 1900 2000 2100 2200 2300 2400 Totals 100 68 61 53 1~3 366 803 972 1042 1169 1448 1916 2204 1855 1920 2048 2357 2621 1756 1201 773 412 319 186 25793 23 25 22· 12 22 52 181 223 225 296 335 397 590 471 458 547 592 634 483 320 226 130 112 -49 34 11 12 9 35 78 193 248 28R 289 323 466 588 479 424 448 584 757 519 323 191 105 93 59 22 21 13 18 31 117 199 244 279 273 387 483 5Jo 445 486 522 586 618 410 292 195 103 62 39 21 11 14 14 55 119 230 257 249 311 403 570 516 460 552 531 595 612 344 266 161 74 52 39 AM Peak Hour ............................... 11: 30 to 12:30 2231 vehicles) AM Peak Hour .Factor·····-···· ........... 94 .5% PM Peak Hour ............................... 17: 00 to 18:00 2621 vehicles) PM Peak Hour Factor ..................... '86. 6% Wednesday 08/03/05. Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700. 0800 0900 1000 1100 1200 1300 1400 1500 1600 j1QQ 1800 1900 2000 2100 2200 2300 2400 Totals 111 67 52 52 131 345 797 879 1023 1121 1427 1959 2410 1887 1920 1982 2183 2513 1755 1241 867 451 305 221 25699 45 25 20 11 24 57 170 189 239 295 338 455 615 472 425 489 525 643 504 339 259 127 100 78 28 15 10 13 31 80 205 224 239 292 329 450 680 515 420 453 455 689 456 330 222 107 77 48 14 19 8 13 32 94 227 236 258 24·1 394 490 556 415 525 532 573 626 406 308 212 115 75 58 24 8· 14 -15 44 114 195 230 287 293 366 564 559 ·485 :550 508 630 555 .389 264 174 102 53 37 AM -PBak ·Hour ................................... 11:30 to· 12:30 ( . 2349 vehicles) AM Peak Hour. Eac-t:or ........................ 86 .4% PM.Peak Hour ....•................. ·~--· ... 16: 45 to 17:45 2588 vehicles) PM ·Peak7Iour Facto.r.-: ................... 93 .9% Volume Count Report Location .................... Palomar Airpor.t Rd: P.D.N. to Armada Dr Location Code ............ 1 County ...................... San Diego Recorder Set··-·········· 8/1/_05 .00: 00 Recording -Start ........• 8/2/05 00, 00 Recording· End ............ 8/ 4/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8700 Machine Number ...•..•... 20300 Channel ............... •-•... A Divfde By ..••........••••..• 2 Summation .................. No Two-Way .........•.......•... No Tuesday 08i02/05 Channe--i!-A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800.0900 1000~1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 22G0 2300 2400 Totals· 100 93 58 65 189 576 1276 2078 1999 1739 1462 1678 2006 2072 1725 152f 1430 1484 1136 1003 703 501 314 223 25431 34 25 19 14 17 49 209 372'. 549 477 391 372 459 517 454 389 354 378 290 266 194 138 103 57 34 21 12 14 32 128 254 466 484 ·427 398 393 514 477 434 363 351 374 305 232 188 129 79 74 18 19 9 17 62 171 330 555· 468 383 308 463 493 555. 400 377 312 384 264· 280 178 130 63 45 14 28 18 20 78 228 483 675 498 452 365 450 540 522 437 392 353 348 277-225 143 104 69 47 AM Peak Hour ...•...................•....... 07: 30 to 08:30 2273 vehicles) AM Peak Hour Factor ..................•.... 84. 2% PM Peak Hour ...•........................... 12:45 to 13:45 2090 vehicles) PM Peak Hour Factor ..................... 9·4. 0% Wednesday 08/03/05 Channel: A .Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 105 79 47 62 184 558 1248 2105 2027 1656 1515 1618 2026 1984 1749 1573 1430 1430 1228 1147 779 538 326 233 25647 26 20 13 16 14 50 193 387 571 451 409 359 446 519 461 425 360 367 320 290 240 145 102 72 38 27 14 1f. 20 122 296 487 506 395 360 374 497 485 450 369 372 385 339 276 223 124 101 69 19 18 .10 14 65 162 329 555 483 396 347 418 559 490 -39~ 404 389 352 307 303 171 150 60 50 22 14 10 21 85 224 430 67-6· 467 414 399 467 524 490 439 375 309 326 262 278 145 119 63 42 AM Peak Hour ................................ 07: 30 to 0.8: 30_ 2308 vehicles) AM Peak Hour Fa.ctor ..........•..•. --;. ___ 85 .4% PM Peak Hour ............................... 12: 15 to 13:15 2099 vehicles) PM _Eeak Hour Facto,:c ..•.................. 93". 9% \ Weekly Summary Report Location .......................... Palomar Airport Rd: ·P.D.N .. to Armada'Dr Location Code .................. 1 County ..... , ....................... San Diego Recorder Set •.........•........ 8/1L05 00: 00 Recording Start ...•. -.. ; ...•.... 8/2/05 00: 00 Recording End· ............•. ; .•. 8/4/05 00,-00 Sample Time .................•... 15 Minutes Operator Number ............... 8700 Machine Nuber .................. 20300 Channel. .................•....•... A Recorder Mode .........•........ Volume Week of July 31, 2005 Channel: . End 31 01 02 03 04 Time Sun Mon Tue Wed Thu 01:00 100 111 02:00 68 .57. 03:00 61 52"" 04:00 53 52 05 :·O·O 143 "1.3.·1 06:00 366 345 07:00 803 797 08:00· 972 879 09:00 ·1042 1023 10:00 1169 1121 11:00 1448 1427 12:00 1916 1959 13:00 2204 2410 14:00 1855 1887 15:00 1920 1920 16:00 2048 1982 17·: 00 2357 2183 18:00 2621 2513 19:00 1756 1755 20:00 1201 1241 21:00 773 867 22:00 412 451 23 sOO 319 305 24:00 186 221 Totals. 25793 25699 % Avg.Wkday 100.2 99.8 % Avg Day 100.2 99.8 AM Peak Hour 12:0(J "1.c2,:.00 AM Count 1916 1959 PM Peak Hour 18:00 18:00 PM Cou:nt 2621 2-5·13 A Direction: W 05 06 Wkday Daily Fri· Sat Avg. Avg. 1.06 106 68-68 ·57 57 53 53 13 7-137 356 356 8 00. 800 926 926 1033 1033 1145 1145 1438 1438 1938 1938 2307 2307 1871 1871 1920 1920 2015 2015 2270 2270 2567 2567 1756 1756 1221 1221 820 820 432 432 312 312 204 204 25746 25746 Weekly Su_mmary Report Location .......................... Palomar Airport Rd: P.D.N. to Armada Dr Location Code .................. 1 County ............................ San Qi ego Recorder Set ................... 8/1/05_ 00: 00 Recording Start .. _._, .......... 8/2/05-00-: 00 Recording End .................. 8/4/05 0-0: 00 Sample Time ..................... _15 Minutes Operator Number ............. ;. 8700 Machine Nuber .................. 20300 Channel ........................... A Recorder Mode .•..............•. Volume Week of July 31, 2005 Channel: A Direction: E End 31 01 02 03 04 05 06 Wkday Daily Time Sun Mon Tue' Wed Thu. Fri Sat Avg .. Avg. 01:00 100 105 103 '103 02:00 93 79 :86 86 03: 00 58 47· 53 53 04:00 65 62 64 64 05: 00 189 184 187 187 06:00 576 558 567 567 07: 00 -1276 · 1248 1262" 1262 08:00 2078 2105 2092 2092 09:00 1999 2027 2013 2013 10:00 1739 1656 1698 1698 11:00 1462 1515 1489 1489 12: 00· 1678 1618 1648 1648 13:00 2006 2026 2016 2016 14:00 2072 1984 2028 2028 15:00 1725 1749 1737 1737 16:00 1521 1573 r547 1547 17:00 ..1430-1.430 ·1430 1430 18:00 1484 1430 1457 1457 19:00 1136 1228 1182 1182 20:00 1003 1147 1075 1075 21:00 703 779 741 741 22:00 501 538 520 520 23:00 314. 326 320 320 24:00 223 233 228. 228 Totals 25431 25647 2553-9 25539 % Avg Wkday 99 .6. 100.4 % Avg Day 99.6 100.4 AM Peak Hour 08:00 08:00 AM Count 2078 2105 PM Peak Hour 14:00 13: 0.0 PM Count 2072 2026 ENGINEERING COMPANY Transportation Division ' '" 24-Hour Volume Plot Palomar Airport Road Between Paseo Del Norte and Ar,nada Drive Tuesday, August 2, 2005 02 EndTirne Tue Palomar Airport Road Between Paseq Del NorJ:e and Armada Drive 01:00 200 02:00 161 5500 . -03:00 119 5250 ·, 04:00 118 5000 05:00 332 06:00. 942 07:00 2079 '08:00 3050 4750 4500 4250 4000 3750 0 "' N ... 0 ... N ,__ ::;: "' ~ ., cl; "' "' ,__ "' "' "' "' "' "' "' 09:00 3Q41 10:00 ~908 11:00 2910 12:ob 3594 · 13:00 ' 4210 "' 3500 ~ u 3250 :E 3000 ~ >· 2750 ... 0 2500 .. 2250 0 ::;: ., ., 0 N 0 0 0 1n ' "' "' "' "' . ., . N N ·N ... ' "' 0 ,__ N 0 N N 14:00 3927 15:00 3645 2000 1750 1500 <D ,__ ... ~. 16:~0 3569 17:00 3787 1250 1000 N "' ... 1n 0) "' "' 18:00 ' 4105 .19:Q6 2892. 20:06 2204 750 500 250 0 N ll 0 co 0) "' 0 ., "' N ~ ~ I ~ ~ ~ • • ~ - 21:00 1476 22:00 913 0 0 0 0 0 0 0 0 0 0 0 ,~ 0 9. 9. ; 9. 9. q q q ~ q q q ~ ~ ~ :a ~ :, \!! " ~ ~ ~ N, N 23:00. · 633 Time ·24:00 ;tO_S;) I Total I sj224 I '" -Volumes represent combined totals of both directions. •'--. I I 03 End Time Wed 01:Q0 216 02:00. 146 03:00 99 04:00 114 · 05:00 315 06:00 903 07:00 2045 08:00 2984 09:00 3050 10:00 2777 11:00 2942 12:00 · ,3577 13:00 4436 14:00 3871 15:00 3669 16:00 3555 17:00 3613 18:00 ~943 19:0p 2983 20:00 2388 21:00 , 1646 22:00 .989 23:00 631 24:bo ,454 I Total, · I 51346 J , I 24-Hour Volume Plot Palomar Airport Road. ···•··· •' ~- ' .. S~tween Paseo Del Norte and Armada Drive . r . . . Wednesc;fay, August 3, 2005 Palomar Airport ~oad Between Pa.sea Del Norte and Armada· Drive 5500 5250 5000 "' 4750 4500 "' ~ 4250 4000 3750 ~ "' ,-. C) ~ '. ,-. ·~ "' "' "' "' ,-. , "' "' co "' "' "' "' "' "' ., 3500 " ;:; 3250 :E _3000 " > 2750 -0 2500 .. ... 0 "' "' ~ "' 0 "' gj "' J::: C) ,-. "' N ., N "' "' "' "' N ... 2250 2000 1750 0 N "' ;/; ~ ·, 1500 1250 1000 750 500 :iso 0 "' C). "' 0 ,· C) 9' ' 11 "' . "' "' i ... " ... ;!: "' ~ ' ■ C) ~ ---. ' '-r '-r -., - 1· • -Volumes rep'resen.t combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK LINK COUNT SUMMARY Number: Location: Contents: 2 Palomar Airport Road Between Yarrow Drive and El Camino Real Page 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 '" RICK ENGINEERING COMPANY Transportation Division i / -. Volume Count Report Location ................... Palomar Airport Rd: Yarrow Dr to El Carnine>· Real Location Code ............. 2 County ...................... San Diego Recorder Set ...... , ...... 8/01/04 00: oo- Recording, Start ......... 8/02/04 (JO: 00 Recording End ............ 8/04/04 00: 00 Sample Time ..........•.... 15 Minutes Operator Number .......... 8702 Machine Number .......... 20302 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday '0'8/02/05 Channel: -A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 49 36 40 39 171 576 1123 1318 1322 1016. 950 993 1080 1004 981 955 902 997 697 437 292 237 152 111 15478 . 15 8 15 7 22 70 217 318 386 267 239 2.11 290 233 237 227 241 267 192 116 70 56 54 40 10 10 5 4 33 , 113 280 344 328 245 251 257 258 249 206 235 243 280 201 114 67 . 59 38 28 8 9 . 11 13 43 160 279 316 308 236 253 272 255 275 263 293 209 244 179 94 83 50 33 26 · 16 9 9 15 73 233 347 340 300 268 207 253 277 247 275 200 209 206 125 113 72 72 27 17 AM Peak Hour .......................... : .. , . 0 7 : 15 to 08:15 1386 vehicles) AM Peak Hour Factor ...............•...... 89. 8% PM Peak Hour ............................... 12:00 to 13:00 1080 vehicles) PM-Peak Hour· Factor ..................... 93. 1%- Wednesday 08/03/05 Channel: A Direct~on: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals -------------. ------------ 53 37 37 47 192 551 1053 1372 1210 1014 945 1118 1121 1046 956 916 892 983 710 444 317 242 153 113 15522 12 15 9 6 21 51 207 294 329 306 234 280 273 262 228 224 212 241 225 129 90 70 39 33 8 8 9 .9 32 117 254 347 323 222 236 255 295 236 201 226 212 301 181 124 89 56 46 '29 14 11 6 15 48 141 285 329C 278 -218 246 -284 289 270 283 261 258' 240 148· 102 73 _ 63 40 33 19 3 13 17 91 242 307 402 280 268 229 299-264 278 244 205 210 201 156 89 65 53 28 18 ··AM Peak Hour·•·························;·,·· 07: 15 to 08:15 1407 vehicles) N1 .Peak Hour Factor •.................... 87.5% PM Peak-Hour ········~··-····················11:-45 to 12:45 1156, vehicles) PM Peak Hour Factor ....•............ : ... 96. 7% Volume Count Report Loca.tion .................... Palomar Airport Rd: Yarrow Dr to El Camino Real Location Code ............ 2 County ...................... San Diego Recorder Set ............. 8/01/04 00: 00 Recording Start.· ........ 8/02/04 00: 00 Recording End ..........•. 8/04/04 00: 00 Sample Time ..•..........•. 15 Minutes Operator Number .......•. 8702 Machine Number .......... 20302 · Channel .......... ·-......... A. Divide By .....•..... ; ...... 2 Summation ............... .' ... No Two-Way ...... ;·······:······ No Tuesday 08/02/CJS Channel:: A Direction: E 0100 0200 0300·0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 85 48 '53 39 85 296 536 921 882 806 843 988 1147 1135 1273 1348 1511 1490 975 659 520 371 284 190 16485 26 16 16 14 B 47 90 232 234 187 223-228 328 298 347 349 434 449 287 178 146 93 .71 52 34 10 7 11 12 59 107 201 203 234 208 243 279· 244 291 275 301 413 277 157· 125 84 85 53 14 6 18 7 27 100 134 245 198 196 206 224 270 289 358 386 440 327 192 183 126 99 · BO 33 11 16 12 7 38 90 205 243 247 189 206 293 270 304 ·277 338 336 301 219 141 123 95 48 52 AM Peak Hour ........................•.. , : . , , 11 : 3 0 to 12:30 1124 vehicles) AM Peak Hour Factor ....•......•......... 85. 7% PM Peak· Hour ......•.........•....•.....•... 16: 30 to 17:30 1638 vehicles) PM Peak Hour Factor ..................•.. 91. 2% Wednesday 08/03/05 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800.0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 93 50 38 35 67 297 565 851 904 819 807 974 1172 1148 1248 1433 1573 1422 990 818 592 423 294 210 16823 27 21 ·9 11 B 50 74 176 272 202 210 230 312 310 349 385 433 399 273 219 170 113 98 · 57 26 8 17 7 5 58 126 193 206 223 205 226 260 279 284 337 354 339 293 212 161 94 72 49 27 B B 9 26 93 160 265 187 193 204 258 308 291 315 370-435 .337 248 200 149 128 73· 61 13 13 4 B 28 96 205 217 239 201 188 260 292 268 300 341 351 347 H6 187 112 88 51 ·4, AM Peak Hour . : ................. --......•... 11 : 3 0 to 12 :.30 1090 vehicles) AM Peak Hour Facto-r ..................... 8'C/. 3 % PM Pea.Jc Hour ............... · ............ •-·•·•.l.6: 00 to 17:00 ( 1573 vehicl'es) PM Peak Hour Factor··········-·········· 90_ 4% Weekly Summary Report Location ......................... Palomar Airport Rd: Yarrow Dr to -El Camino Real Location Code ...........•...... 2 County ..................... , ...... San Diego Recorder Set ................... 8/01/04 00: 00 Recording Start ............... 8/02/04-OO:oo· Recorc!ing End .................. 8/04/04 00: 00 Sample Time ..................... 15 Minutes Operator Number ...•........... 8702 Machine Nuber .................. , 20302 Channel •....... , .................. A Recorder Mode .. , ........ , ...... Volume Week of July 31, 2005 Channel: A Direction: W End 31 01 02 03 04 05 06 Wkday Daily Time Sun. Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 _49 53 51 51 02':00 36 37. 37 37 03:00 40 37 39 39 04:00 39 47 43 43 05 :00 171 1n 182 18"2 06:00 576 551 564 564 07: OO· 1123-1053 1088 1088 08:00 1318 1372 1345 1345 09 ,,oo 1322 1210 1266 1266 10:00 1016 1014 1015 1015 11:00 950 945 948 948 12:00 993 1118 1056 1056 13:0Q 108.0 1121 llOi 1101 14:00 1004 1046 1025 1025 15:00 981 956 969 969 16: 00 955 916 936 936 1 T: 00 902 892 897 897 18:00 997 983 990 990. 19:00 697 710 704 704 20:QO 437 444 441 441 21:00 292 317 305 305 22:00 237 242 ·240 240 23:00 152 153 153· 153 24:00 111 113 112 112 Totals 15478 15522 15500 15-500 % Avg Wkday 99.9 100.1 % .Avg Day 99.9 10.0.1 AM Peak Hour ·09: 00 08:00 AM Count 132-2 1372 PM Peak Hour 13:00-13:00 a PM Count 1080 1121 Weekly Summary Report Location.--...................... Palomar Airport Rd: Yarrow Dr to El Camino Real Location Code .................. 2 . County ............................ San Diego Recorder. Set ................... 8/01/04 00: 00 ··Recording Start ................ 8/02/04 00: 00 . Recording End ....... , .......... 8/04/04 00: 00 Sample Time ................... _.. 15 Minutes Operator Number ............... 8702 Machine Nuber .................. 20302 Channel. .......................... A Recorder Mode ....... , .......... Volume .Week of July 31; 2005 Channel: A Direction: E End 31 01 02 03 04 05 06 Wkday Daily T.ime Sun Mon Tue Wed Thu Fri Sat .Avg_. Avg . . 01: 00. 1l5 93 89 89 02:00 48 50 49 49 03:0"0 53 38 46 46 04:00 39 35 37 37 05:00 85 67 76 76 06:00 296 297 297 297 07:00 536 565 551 551 08:00 921 851 886 886 09:00 882 904 893 893 . 10:00 806 819 813 813 11:00 843 807 825 825 12:00 988 974 981-981 13:00 1147 1172 1160 1160 14:00 1135 1148 1142 1142 15:00 1273 1248 1261 1261 16:00 1348 1433 1391 1391 17:.00 1511 1573 15.!12 1542 18:00 1490 1422 1456 1456 19:00 975 990 983 983 20:00 659 818 739 739 21:00 520 592 556 556 22:00 371 423 397 397 23:00 284 294 289 289 24.: 00 190 210 200 200 Totals 16485 16823 16654 16654 %--Avg-Wkday 99.0 101. 0 % Avg Day 99.0 101.0 AM-Peak-Hour 12:00 12:00 AM Count 988 974 . ' PM Peak Hour 17:00 17:00 PM Count 1511 1573 ENGIN]jERING CG>MPANY ' ' Tran.\ipOrtatiOTl DivisiOn '" 24-Hour Volume Plot Palofnar Airport Road' • ~etween Yarrow Drive and El Camino Real ' luesday,August2,2005 02 End Time Tue. Palomar Airport Ro;id Between Yarrow Drive and El Cam.ino Real 01:00 I 134 02:00 84 3000 03:00 93 04:00 78 05:00 256 06:00 872 07:00 1659 2500 ,-.. "' a, "' ,::;: ~ -' en cl ,-.. "' 0 N "' N, en ., "' N N N N N N N "' N N °' .; 08:00 2239 09:00 2204 10:00 18~2 11:00 1793 2000 ., " u :c " > 1500 - N en "' -· N en en, a, ,-.. N "'" ~ ,... ,-.. ~-<O ~ 12:00 . 1981 0 .. <O en 13:00 2227 0 -14:00 2139 15:00 2254 16:Q0 2303 1000 N ,-.. ~-a, I a, ,' ·-~ <O <O 17:00 2413 18:00 2487 19:00 1672 20:00 1096 500 0 "' "' 0 <O ., ' "' "' N ' LI "' 1-~ "' "' a, ■ a, en ,-.. ---'-,-' 21:00 812 22:00 608 § 8 I I ~ 8 8 8 8 0 § ~ ; 8 ~ 0 0 0 8 8 8 8 ~ 0 ~ ; " 0 ~ "' :s "" ~ I> ;! :: ~ !i ~ .; ~ 0 0 0 0 0 23:00 436 Time . 24:00 3d1 Total I 31963 I • -Volumes represent combined totals df both directions. I I Trll1~portatio'n 'Division ' I 03 1 Eni:t'"fitl)e Wed 01:bo .146 02:00 87 03:00 75 04:00 82 05:00 259 06:00 848 07:00 1618 08:00 2223 09:00 2114 10:00 1833 11:0Q 1752 · 12:00 20~2 13:00 2?93 14:00 2194 15:00 2204 16:00 2349 17:00 . ~465 18:00 2405 19:00 1700 20:00 1262 21:00 909 22:00 665 23:00 ,447 24:00 323 I Total I 32345 I 24..iHour Volume Plot Palomar Airport R~ad •' l ' ' ' J:3·etween Yarrow Drive and El Caminq Real Wednesday, August 3; 2005 Palomar ~irport Road Between Yarrow Prive and El Camino Real 3000 "' 2500 m "' "' ..,. 0 . ra ..,. N ..,. "' ..,. ..,. "' N N ~ m 0 N N ;!: N N N m ;;; N ;;; 0 N "' 2000 " " u :c "' N "' le 0 00•'. ~ 0 ~· ~ ~ ~ ~ 1500 -0 N <O N ,. ~ O> 1000 "' 0 ..,. m "' "' <O <O I'- 500 ; "' O> N 0 "' "' <O N I ..,. I'-~ "' N I ., I'-"' ---. . ' ~ 0 0 0 8 0 0 I i 0 ~ 8' ~ 8 ~ ~ 8 i ; ~ ~ ~ ~ I S! 0 0 s ~ 0 5 N i:i g ;; ~ ~ ~ !!! ~ ;; 0 0 0 N Time *. Vo/_umes represent combined totals of both directions. I l CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM ' SUMMER2005 MJD'..BLOCK COUNT SUMMARY Number: Location: Contents: 3 Palomar Airport Road Between El Camino Real and El Fuerte Street Page 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 , .. RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location .......•.... , •...... Palomar Airport Rd: E.C.R. to El ·Fuerte· St. Location Code .... '. ....... 3 County ....................... San Diego Re,;:order Set ......... -.. ,. 8/1/05 00 :.00 Recording Start ... , ..... 8/2/05 00: 00 Recorc:l,ing End ...........• 8/4/05 00:00 Sample Time ...... ; ........ 15 Minutes Operator Number .....•... 8703 Machine Number ...... ; ... 20303 Channel .•..•................ A Divide By .... : ........... ; .... 2 Summation .................. No Two-Way ..................... No Tuesday 08/02/05 Channel: A Direction: W : 0100 02.00 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200.1300 14001500 moo 1700 1800 1900 2000 2100 2200 2300 2400 Tolals 101 66 57 103 322 928 1878 2463. 2079 1515 1284 1359 1423 1365 1445 1518 1636 1745 1083 648 450 353 252 202° 24275 37 23 17 12 32 101 355 596 59.:1 419 317 305 .378 .332 319 364 426 514 294 184 11a ·ar 84 62 16 14 12 16. 53-: 177 467 604 533 383 350 318 315 368 325 395 378 440 .310 171 102 93 74 41 'C 20 14 11 25 108 243 514 602 480 353 323 373 °369 334 448 -448 441 428 283 151 124 80 60 58 I 28 15 17 50 129 401 542 · 661 475 360 294 363 361 331 353 311 391 363. 196 142 106 93 34 41 AM Peak Hour ......................... : ...... 07:0!) to ·as: oo 2463 vehicles) AM Peak Hour Factor ...•..........••...... 93. 2% PM Peak Hour ............................... 16:30 to 17:30 1786 Vehicles) PM Peak Hour Factor ..•..........•...... :. 86 .'9% Wednesday .08i03/05 Channel: A Direction: W · 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300.1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 95 70 51 115, '342 934 1856 2361 2011 1458 1304 1442 .1473 1429 1493 1437 1559 1728 ·1110 669 477 373 232 212 24231 26 28 10 16 28 80 361 541 593· 424 338 351 363 370 318 329 418 469 328 195 130 113 71 62 17 19 13 2f 56. 203 432 542 485 332 331 359 364 343 343 345 329. 456 290 188 120 84 61 52 23 ·14 13 22 100-230 .504 .627 488 356 338 332 356 ·-349 461 429 442 421 258• 148 ·· 133. 98 58 58 29 , 9 15 56 158 421 559-651 445 346. WT 400 .390-367 371 334 370-382 234 138 94 78. 42 40 AM . Peak Hour, ..•............................ 07 :.3.5 to 08-:.15 2413 . vehicles-) AM Peak Hour Factor ..................... 92. 7% . PM Peak Hour .... , ......... , ................. 16: 3.0 to 17:30 'J.737 vehicles) PM Peak Hour Factor ................. : ..... 92'. 6% ' , Volume Count Report Location ................... Pal-omar Airport Rd: E. C.R. to El Fuerte St. Location Code ........ ,. ... 3 County ....................... San Diego Recorder Set ..... :._. -· ... B / 1/ o s o_o :.·oo- Recording Start:.:.: .... : 8/2/05 00:U-O Recording End .......... :.8/4/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8703 Machine Number ....... _ ... 20303 Channel. •....... -.......... A Divide B,i: ... -............. 2 .Summation .................. No . Two-Way ..................... No· Tuesday 08/02/0-S Channel.: A Direction.: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200·1300 1400 1500 1600 17.00 1800 1900"2000 2100 2200 2300 2400 Totals- 199 ·92 78 44 159 538 894 1508 1513 1124 1122 1312 1530' 1557 1863 2064 2460 2683 1650 985 773 578 463 315 25504-. 83 39 29 13 27 69 136 336 412 269 263 289 404 '370 464 502 -57z 631 520 259 186 155 128 81 55 17 15 10 21 · 85 160 346 416 3l7 272 287 415 368 410 451 545 743 404 261 207 151 125 97 38· 20 19 8 42 197 234 402 365 264 291 357 341 418 511 587 647 :558 391 221 187 134 112 63 23 · 16 15 13 69 187 364 424 320 274 296 379 370 401 478 524 596 651 335 244 193 138 98 74 AM Peak Hour ............................... 07:30 to 08:30 1654 vehicles) AM Peak Hour_ . ' & Factor .. · ................... 97. 5,,- PM Peak Hour ............................... 17: 00 to 18:00 .2683 vehicles) -PM Peak Hour Factor ..................... 90. 3% Wednesday -08/03/05 Channel: A D1rection: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100.1200 1300 1400 1500 1600.1700 1800 1900 2000 2100 2200 2300 2400 Totals· 172 114 84 49 140 529 871 1462 1500 1085 1090 1262 1559 1719 1813 2148 2439. 2586 1704 1189 820 666 482 320 25803 69 45 42 19 14 72 107 296 439 282 267 283 397 420 440 541 662 683 494 360 234 188 134 98 43 18 12 6 14 81 173 357 '384 285 269 303 401 403 416 504 526 643 . 502 303 238 149 109 83 41 . 26 16 7 39 193 · 246 369 355 301 281 . 326 403 466 525 568 651 686. 385' 272 215 181 127 · 70 19 .25 14 17 73 183' 345· 440 322 217 273 350 358 430 432 ·535 600--574 323 254 133 148 112 · 69 AM Peak Hour ............. ·-··-· .... , .. ; .... 07: 30 to 08-:-3 0 (, 1632 vehicles) AM Peak Hour Fact-or.-.... , ............... 92. 7% PM Peak Hour ............................... 16.: 45 to 17:45 2612 vehicles-) PM Peak Hour Factor .... : .............. _..95. 2% Weekly Summary Report Location ........... ~ ...... -..... Palomar Airport Rd: E.C.R . .to El Fuerte St. Location Code ... ; .............. 3 County ............................ San Diego Recorder Set .................... 8/1/_05 00: 00 Recording Start ............... 8/2/05 00: 00 Recording End .................. 8/4)05 oo: oo Sample Time ............... :.· .... 15 Minutes Operator Number ............... 8703 Machine Nuber .................. 20303 Channel. .......................... A Recorder Mode .... : ........ , .... Volume Week of July 31, 2005 Channel: A Direction: W End 31 01 02 03 04 05 06 Wkday Daily Time Sun Mon Tue Wed. Thu Fri . Sat. ~ Avg_ . Avg_ 01: 00 .. 101 95 98 98 -02.: 00 66 70 68 68 03:00 57 51 54 54 04:00 103 115 109 109 05-:00 3.22 342 332" 332 06: 00. 928 934 931 931 07:00 1878 1856 1867 I867 08:00 2463 23_61 · 2412 2412 09:00 2079 2011 20-45 2045 10:00 1515 1458 1487 1487 11:00 1284 1304 1294 1294 12:00 1359 1442 1401 1401 13:00 1423 1473 . 1448 1448 14:00 1365 1429 1397 1397 15:00 1445 1493 1469 1469 16:00 1518 1437 1478 1478 17:00 1636 1559 1598 1598 18:00 1745 1728 1737 1737 19:00 1083 1110 1097 1097 20:00 648 669 659 659 21: 0.0 450 477 464 464 22:00 353 373 363 363 23: 00· 252 232 242 242 ·24., 00 202 212 207 207 ·- Totals 24275 24231 24253 24253 c· ,,_ 0 Avg Wkday 100.1 -99. 9 % Avg Day 100.1 99.9 AM Peak.Hour 08:00 .08:00 . AM Count 2463 2361 PM Peak Hour 18:00 18:00 PM Count 1745 1728 ' · Weekly Summary Report Location, ........................ Palomar Airport Rd: E. C.R. -to El Fuerte St. Location Code ....•............. 3 County ................. , ........•. San Diego Recorder Set ................... 8/1/05 00: oo Recording Start ...... · . .' ........ ."s/2/05 00:00 ~· Recording End .................. 8/4/05 00: 00 Sample Time ..................... 15 Minutes - Operator Number ........ : ...... 8703 Machine Nuber •.•............... 20303 Channe 1. •••••••••••••• , ••• ; •••••••• A Recorder Mode .•................ Volume Week of July 31, 2005 Channel: A Direction: E End 31 01 02 03 04 05 06 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg .. ~ 01:00 199 172 186 186 02:00 92 lJ.4 103 103 03:00 78 84 81 81 04:00 44 49 47 47 05:00 159 140 150 150 06:00 538 529 534 534 0.7: 00 894 871 883 883 08:00 1508 1462 1485 1485 09:00 1513 l,_500 1507 1507 10:00 1124 1085 1105 1105 11:00 1i22 1090 1106 1106 12:00 1312 1262 1287 1287 13:00 1530 1559 1545 1545_ 14:00 1557 1719 1638 1638 15:00 1863 1813 1838 1838 16:00 , 2064-. 2148 2106 2106 17: O_Q 2460 243-9 2450 2450 18:00 2683 2586 2635 2635 19:00 1650 1704 1677 1677 20:00 985 1189 1087 1087 21:00 773 820 797 797 22:00 578 666 622 622 23:00 -463 482 473 473 24 :00 .315 320 318 . 318 Totals 25504-2'5803 25654 2565'1 % Avg-.Wkday 99.4 100.6 :i -Avg Day 99.4 100.6 AM Peak Hour 09:00 09:00 AM Count 1513 1500 PM Peak Hour 18:00 18:00 PM Count 2683 2586 '" ENGINEERlNG COMPANY 24-Hour Volume Plot . . -· Transporiati~m 'Division '. Palomar Airp-e>rt Rc;>ad Between El Camino Real and El Fuerte Street 02 EjndTime Tue 01:do ' 300 .• 02:00 158 5000 03:00 135 04:00 · 147 4500 "05:00 481 06:00 1466 4000 07:00 2772 08:00. 3971 3500 09:QO 3592 ,I, m u 3000 10:00 2~39 ;; m 11:00 2406 12:00 2671 > 2500 0 .. 13:00 2953 2000 14:00 · 2922 15:00 3308 1500 16:00 3582 17:00 4096 1000 . 18:00 4428 500 19:po 2733 20:00 '1633 0 21:00 1223 22:00 931 · 23:00 715 24:00 5.17 ·Total ' 49779 . . 1-' -. ' " : .• ' Tuesday, August 2, 2QQ5 Palomar Airport Road Between El Camino Real_ arid l;I Fuerte Stree,t .. ;; ' 0 .. 0 ., ., ,__ I "' ., "' .. _I ~ ~ ~ • --& ~ g & -~ o,~Sg~ N ,__ ,__ N "' <C· .. ~ ,:: "' "' "' "' ., "' "' ., "' "'· ,:: N "' "' -~ "' .N .N .. .. N I ' L,,. Time ., "' .. - "' .. "' 0 .. N ., ., ., 0 "' "' "' ' "' ""' "' "' N "' ,__ N I "' "' "' ~ "' N· N ~ ~-"' ., ,:: ,__ ' ' .; L,,. LI 0 8 ... 0 ~ '?. :' -~ ~ ' ' • -Volumes repre~ent combined totals o( ba,th direcliOflS, . ' ' . I 24.-Hour Volume Plot TransportdtionDivision . . .. Palomar Airport Road Between El C~mino Real and El Fuerte. Street · Wednesday, August 3, 2005 03 l;nd Time-. · Wed Palomar Airport Road Between El C~mino Real and El Fuerte Street 01:00' 267· 02:00 184 03:00 . 135 04:00 164 05:00 482 06:00 1463 07:00 2127 08:qo 3823 09:00 3511 10:00 2543 ~ " u l: 11:00 2394 ~· .! 12:00, 2704 0 .. 13:00 · 3032 14:00 3148 15:00 3306 16:00' 3585 17:bo 3998 18:00 4314 19:00 2814 20:00 1858 21:00 1?97 22:00. 1039 23:00 714 24:00 532 Total I soo34 I 5500 5250 . 5000 . 4750 4500 4250 4000 3750 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 ' 500 .... "' "' 250 0 ■ ' " "' "' "' ;;;, ~ -" "' ~ - "' "' " 0 " :g "' "' "' "' ~ .; "' "' "' 0 "' "' " "' "' ~ .... 0 "' " "' "' "' 0 .... . ;g .... "' cl; "' "' "' "' ' "' "' :;!: - ..,_ ..,_ Time " "' ;,;; " "' "' "' "' "' "' "' ' ,. ..,_ ..,_ ..,_ " «i "' "' "' "' ~ ..,_ ..,_ ' .... "' "' "' ~ "' 0 ~ ~ & •. N N N ' " .: •• w "' "' "' ] g & N;.; ... • -Volumes represefjt combined totals. of bo!,h directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 MID-BLOCK COUNT SUMMARY, N:umber: Location: Contents: 4 Palomar Airport Road Between Melrose Drive and Paseo Valindo Page 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 RICK. .. " . ENGINEERING COMPANY Transportation Division ! Volume Count Report Location ............ ; ... ; .. Palomar Airport Rd: Melrose Dr to Paseo Valindo Location Code .......•.... 4 · County ••.................... San Diego Recorder Set ............. 7/18/05 00:00 Recording Start ......... 7/19/0-S 00:00 Recording End ............ 7 /21/05 00: 00 Sample Time ............... 15 Minutes Operator Number .••...... 8704 Machine Number .......... 20304 Channel. ............... · ..... A Di-vi de By .....•....•....... 2 Summation ..........•.•.•..• No Two-Way ......••..•....•..•.. No Tuesday 07 /19/05' Channel: A Direction.: W 0100 0200 0300 0400 0500 0600 0700 0800 0900-1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 66 64 59 122 423 1420 2565 2612 2669 1749 1361 1363 1593 1617 1419 1397 1362 1534 971 676 590 422 266 176 26760 25 23 12 13 ·42· 137 423 713 616 502 361 316 352 461 360 356 331 401 275 167 142 121 a2 52 17 14 11 14 69 260 602 726 736 434 349 371 362 416 379 326 331 413 261 166 149 96 66 63 25 16 15 "32 1-17 452 755 633 754 424 333 353 397 363 349 367 346 379 220 172 155 110 62 26 21 11 21 63 195 571 765 740 563 369 336 341 462 377 331 346 372 341 215 149 144 95 56 35 AM Peak Hour ...•.•.....•.....•.........•.•.. 06: 30 to 07:30 2979 vehicles) AM Peak Hour Factor ............•........ 94. 9% PM Peak Hour ...... :' ..... ~ ........ .-........ ; 12: 30 to 13': 30 1736 vehicles) PM Peak Hour Factor .......•............. 93. 9% Wednesday 07/20/05 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400_ 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 67 62 44 131 443 1376 2579 3066 3666 1735 1529 1542 1615 1596 1476 1437 1422 1459 952 651 546 422 251 160 26495 22 16 14 10 39 149 456 727 907 417 390 373 405 455 395 359 345 413 257 177 163 127 68 52 21 16 14 21 64 269 601 720 1078 441 376 391 377 366 432 365 332 376 237 174 154 104 61 54 30 16 7 36 151 429 735 727 946 457 394 395 397 379 336 377 397 355-233 170 99 106 72 36 14 12 9 62 169-531 765 914 933 420 369 363 ·436 376 315 336 346 313 225 130 130 63 50 36 AM Peak Hour ..................... : .....•... OB: 00 .to 09:00 3866 vehicles) AM Peak Hour Factor .................•..... 89.7% PM ·Peak Hour ... ·-· .•...................... 12: 30 to 13:30 1-676 veh±cles) PM Peak Hour Factor ..................... 92 .1% ' - Volume Count Report Location ................... Palomar Airport Rds Melrose -Dr to Paseo Valindo Location Code ............ 4 County ....•..... ; ........... San Diego .Recorde-r Set ...........•• 7 /18/05 00: oo -Recording start .•.... -... 7 /19/05 00: 00 Recording End ....••... ,._. 7/21/05 00:00 Sample Time ............... 15 Minutes Operator Number ......•.• 8704 Machine Number •......... 20304 Channels ............. , •.. ·~· A Divide By ....•.... ·-•....... Z Summation .................. No Two-Way ..................... No Tuesday 07/19/05 Channe--i : A · .Direction: -E 011l0 0200 U300·MQQ 0500 0600 0700 0800-0900 1000 1100 12007300 1400 1500 1600 1700 1800 1900 200Q-2100 2200 2300 2400 Totals -199-95 88 51 125 314 616 1110 ·1253 1151 1082 1376 1564 1526 1894 2198 2646 2849 1760 1036 777 527 435 360 25032 - .-73 34 32 9 11 41 110 204 373-304 259 300 436 351 404 437 754 740 496 315 203 146 127 110 42 23 25 13 20 59 128 279 278 290 244 313 373 388 388 542 585 725 522 288 178 134 110 68 45· 26 14-15 35 -g7 159 301 310 258 277 390 371 401 570 640 680 720 394 257 208 133 118 114 38 12 17 14 53 117 219 326 292 299 302 373 384 386 532 579 627 664 348 176 188 114 80 68 AM Peak Hour .........................•....• 11: 30 to 12:30 1572 vehicles) AM Peak Hour Factors .................... 90 .1% PM Peak Hour ....... ,. ......•.•.............. 17:00 to 18:00 2849 vehicles) PM Peak Hour Factor ..•... • ..............• 96. 3% Wednesday 07/20/05 Chann~l: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 215 113 81 49 126 339 672 1139 1241 1098 1056 1415 1594 1425 1857 2340 2638 2863 1716 1136 778 575 455 356 25277 78 41 33 14 18 45 104 239 350 295 275 344 436 334 375 511 734 711 519 340 224 193 145 100 47 23 19 9 19 64 119 252 272 279 277 343 383 361T 387 525 575 763 441 279 185 137 103 76 56. 28 14 10 31 105 -175 328 3J5 247 271 365 417 361 593 668 703 _ 756 423 270 200 128 111 102 34 21 15 16 58 125 274 320 304 277 233 363 358 370 502 636 626· 633 333 247 169 117 96 78 _AM Pea*. Hour ........ ··-.................... 11: 30 tb 12:30 1547 vehicles) AM-Peak-Hour Fa-ctor ....... ··-· ........•. 88. 7% PM Peak Hour ..•.. ••·•-•-•· .....•........••.... 17: 00 to 18:00 ( 2863 vcehicles•)- PM Peak Hour Factor.····-··-···· ......... 93. 8% - Weekly Summary Report Location .......................... Palomar Airport Rd: Melrose Dr to· Paseo Valindo Location Code ........•......... 4 County ...........•.....•.....•.... San Diego Recorder Set .........•......... 7 /18/0'5 00: 00 Recording Start ....•.......... 7 /l:9/05 oo: oo Recording End .................. 7 /21/05· 00: 00 Sample Time ..................... 15 Minutes· Operator Number ....... .-........ 8704 Machine Nuber .................. 20304 Channel. ...............••......... A Recorder Mode .................. Volume Week of July 17, 2005 Channel: A End 17 18 19 20 21 ~Time Sun Mon Tue Wed Thu. 01:00 88 87 02 ,·oo 64 62 03:00 59 44 04:00 122 131 05: O"O 423 443 06:00 1420 1378 07:00 2565 2579 08:00 2812 3088 09:00 2669 3866- 10:00 1749 17~5. 11:00 1381 1529 12:00 1383 1542 13: 00 -1593 1615 14:00 1617 1598 15:00 1419 1478 16:00 1397 1437 17:00 1382 1422 18:00 1534 1459 19:00 971 952 20:00 676 651 21:00 590 546 22:00 422 422 23:00-268 251 24000 176 180 Totals-267-80 28495 %_ Avg Wkday 96.9 103.1 % Avg Day 96.9 103.1 AM Peak Hour · 08: 00 09 :.00 AM Count 2812 3866 PM Peak Hour 14:00 13:00 PM Count 1617 .1615 Direction: W 22 23 Wkday Daily Fri. Sat Avg .. Avg_ 88 88 63_ . -63 52 52 127 127 433 433 1399 1399 2572 2572 2950 2950 3268 3268 1742 1742 1455 1455 1463 1463 1604 1604 1608 1608 1449 1449 1417 1417 1402 1402 1497 1497 962 962 664 664 568 568 422 422 260 260 178 178 2763"8 27638 ' -- Weekly Summary Report Location ......•• : ..... ; .. -.s~ ...... Palomar Airport Rd: Melrose Dr to-Paseo Valindo Location Code .................. 4 County ..............•............• San Diego Recor~r Set .•................. 7 /18/05 00: 00 Recording Start ............... 7 /-i"9/05 00: 00 Recording End ................. ~ 7 /21/05 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8704 Machine Nuber .................. 20304 Channel-....•..................... A Recorder Mode .................. Volume Week of July 17, 2005 Channel: A Direction: E End 17-18 19 20 21 22 23 Wkday Daily Time. Sun_ Mon Tue .Wed Thu Fri Sat Av.g. Avg_. 01:00 199c 215 207 207 02,_oo · 95 113 104 104 03:06 88 81 85 85 04:00 51 _49 50 50 ·05,00 125 126 126 126 06:00 314 339 327 327 07:00 616 672 644 644 08:00 1110 1139 1125 1125 09:00 1253 1241 1247 1247 10:00 1151 1098 1125 1125 11:00 1082 1056 1069 1069 12:00 1376 1415 1396 1396 13:00 1564 1594 15.7_9 1579 14:00 1526 1425 1476 1476 15:00 1894 1857 1876 1876 16 :00· 2198 234·0 2269 ·2269 17:00 2646 2638 2642 2642 18:00 2849 2863 2856 2856 19 :·00 1760 1716 1738 1738 20 :-00 1036 1136 1086 1086 21:00 777 778 778 778 22:00 527 575 551 551 23: 00 435 45'5 445 445 24:00 360 356 358 3-58 Totals 25032 25-277 25155 25155 % Avg-·Wkday 9·9-.5 -100. 5 % Avg Day -g9. 5 100.5- AM Peak Hour 12:00 12:00 AM Count 1376 1415 PM Peak Hour 18:00 18 ,·oo PM Count 284t9' 2863 ENGINEERING COMPANY Transportacio'n Division 24-Hour Volume Plot Palomar Airport Road . . -' Between Melrose Dr ·and Paseo Valindo ' --. I I • ,19 End Time. rue 01:00 287 02:00 159 5500 03!00 147 5250 04:00 173 5000 05:00! 548 06:ob 1734 4750 4500 4250 07:0\l 3181 4000 08:00 3922 3750 09:00 3922 10:00 , 2900 .. 3500 w u 3250 :;; 3000 w 11:00 24(;3 ·> 2750 -12:00 2759 13:00 3157 0 2500 ... 2250 14:0P 3143 2000 1750 15:00 3313 1500 16:00 3595 1250 17:00 4028 1000 18:00 4~83 19:0q 27~1 20:00 1712 750 500 250 0 r--., "' _I 21:00 1367 0 9. 22100 949 0 23:00 703 24:00 536 I Total 1 s1/j12I Tue~day, July 19, 2005 Palomar Airport Road. Between Melrose Dr and l?aseo Valindo "' "' S! S! "' "' ~~ ;;;--0 0 0, "' ' "' "' .. "' ;,; ~ . ., ... "' 0, r--"' I "' ... r--r r r ---0 0 0 0 I 0 0 0 0 0 9. 9. 9. 9. 9. ~ ~ 9. ~ N •M 11 ~ ~ ~ 0 0 0 0 j1 0 r--"' ~ 0, !" "' r--"' '--,- 0 0 9. 9. ~ :? Tllne "' ., ., ~ ,. "' 0 "' .. 0, "' "' "' "' ;;; ;!: "' "' ;;; r--"' "' ;:: r '--,-'--,-'--,-4- r--"' "' r 0 9. " '--,- 0, a; '--,- "' 0 "' i:-"' "' u 0 ~-. * -Volumes represent combined totals of both directions. __; I I ENGINEERING COMPANY . Transportation Division ' 20, End Time Wed 01:00 302 , 02:00 175 03:00 125 04:00 180 05:QO 5~9 06:00 1i11 07:00 ' 3251 08:00 4227 09:00 5107 10:00 2833 11:00 2585 12:00' 2957 13:00 32d9 14:0Q · 3023 15:PO 3335 16:00 3777 17:00 , 4060 18:00 ~322 19:00 ?668 20:00 1787 21:00 1324 22:00 997· 23:00 706 24:00 , 536 I ' Total I 53772 I TM 24-Hour Volume Plot Palomar Airport Road· .I ~' w Between Melrose Dr and Paseo Valindo 5500 5250 5000 4750 4500 4250 4000 3750 "' 3500 " 31 3250 .c 3000 ~ . 'a 2750 ,. 2500 2250 2000 1750 1500 1250 1000 ' 750 N 500 0 "' 250 0 .I Wednesday, July 20, 2005 Palomar Airport Road Between.lVlelrose Dr and Paseo Valindo .... ;:: ~ C) "' ., ., ., 0 .... N "' ~ ~ ~ --- .... N N ..,. ~ "" N.i,' "'' :;,: ., & m 0 "' "' "' ., N "' ., N . ~ 0 "' "' "<t 0 I:: .,. .... "' ' ., C) "' 0 "' .... N "' "' ., ' "' 1?l C) "' "' N <D "' N I .... "' .... ~ ;1; "' ~ .... C) C) ' ..... ~ 0 ; Time ' ' "' 0 "' 1)-"' ., I • -Volumes'reprefeflt combined totals Ct bpth directions. I I ' ' ' , " ~ ' ' .. , CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 5 EI Camino Real Betwee11 Plaza Drive and Marron Road Page 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 ENGINEERING COMPANY TransJJortation Divis~on Volume Count Report Location ........... ; .. ;-c .. :-El Camino Real: P-laza Dr. to Marron Rd. Location Code ............ 5 County .................. _. .... San Diego Recorder Set ..... r ....... 7/18/05 -oo:-1JO Recording Start ... : ..... 7/19/05' 00:'00 Recording End ...... · ...... 7/21/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8705 Machine Number .......... 20305 Channel ....... -.............. A Divide By .... -.............. 2 - Summation .................. No Two-Way ..................... No Tuesday 07/1-9/05 Channel: -A Direction: N " 0100 0200 0300 0400 0500 0600 0700 0800 0900 _1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 '2300 2400:-Tolals 126 104 80 64 97 220 · 530 785 795 930 984 1162 1281 1336 1431 1508 1541 1727 1241 1013 788 615 31r4 221 18883 46 37 29 15 21 48 104 183 194 242 232 235 338-338 319 333 360 417 324 292 ·211 00 108" 68 27 27· 18 11 18 42 113. -rn2 195 184 241 279 357 323 372 341 436 417 303 250 185 194 70 49: 30 22 14 17 25 61 154 200 171 244 257 314 294 343 327 370 338 463 295 250 201 124 70 51 23 18 19 21 33 69 159 220 235 260 254 334 292 332 413 464 407 430 319 221 185 98 56 53 AM Peak Hour ........................ ;· ...... 11:30 to 12:30 1343 vehicles) AM Peak Hour Fae-tor .......... -........... 94. 0% PM Peak Hour ............................... 17: oo to 18:00 1727 vehicles) PM Peak Hour Factor ...................... 93. 3"% Wednesday 07/20/05 Channel: A Direction: N -- 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 126 99 62 50 85 289 464 638 756 916 ~1~1m1a1~1•1m1~1~ 970 692 583 331 177 18031 42 33 24 8_ 24 61 110 158 181 207 210 231 379 328 306 351 334 410 364 307 199 176 104 54 31 30 -26 16 9 50 116 147 200 205 190 277 352 301 312 268 462 410 357 235 153 144 72 44 29-17 5 12 -26 83 136 173 155 244 237 324 337. 298 . ·331 314 338 423 316 237, 188 141 79, 43 24 19 7 14 26 95 122 160 220 260 232" 376 265 339 394 347" 395 .. 357 308 191 152 122 76 36 AM Peak Hour ................................ 11:30 to 12:30 (_ 1431" vehicles) AM Peak Hour Factor ..................... -94. 4% PM--Peak Hour .......................... , .... 16:45 to 17:45 -( 1638 .. vehicles) Factor ...... · ............... 96,. 8% ' PM Peak Hour Volume Count Report Location ........... -.~•-•-•·:.El Camino Real: Plaza Dr. to Marron Rd. Location Code ............ 5 County ..••.....••........... San Diego -Recorder_ Set .........•.. _. 7 /18/05 00: 00 Recording Start ......... 7/19/05 00:-00 Recording End ............ 7/21/05 00:00 S<_imple Time .............•.. 15 Minutes Operator Number ......... 8705 Machine Number .......... 20305 Channel ............•....•... A Divide By .•.....••..•...... 2 Summation .................. No Two-Way ..................... No Tuesaay 07/19/05 Channel: A . Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100-2200 2300 2400 Totals 94 75 50 57 213 442 1088 1491 1306 1074 1151 1205 1354 1467 1164 957 1063 1057 929 763 609 518. 288 169 18574 27 21 11 3 14 41 175 333 352 271 -269 288 349 433 317 218 252 27a 235 210 161 169 97 53 24 .24 14 15 31 104 225 350 323 -291 300 286 319 341 -299 227 269 290 207 208 141 149 70 41 19 19 14 18 90 -157 334 433 321 258 337 304 340 334 263 255 271 267 234 165 166 106 52 35 24 11 11 21 78 140 364 375 310 254 245 327 346 359 275 257 271 227 253 .180 141 94 69 40 AM Peak Hour ........................ , .. , ... 07: 15 to 08:15 1510 vehicles) AM Peak Hour Factor ...... _ ............... 8'1.2% PM Peak Hour ...............•............... 13 :00 to 14:00 .1467 vehicles) PM Peak Hour Faqtor .....•............... 84. 7% Wednesday 07/20/05 Channel: A Directi'on: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400·1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 103 60 32 74 209 484 1082 1482 1095 1035 1092 1155 1323 1188 1061 1037 987 1048 869 723 585 458 270 140 17592 30 21 11 14 11 49 156 298 301 243 260 281 316 298 306 299 247 312 222 203 135 136 92 47 34 13 3 . 10 37 105 222 361 246 256 262 302 338 310 261 241 251 281 230 184· 152 126 67 35 17 13 10 27 82 -169 349 425 295-249 315 271 301 293 273 236 237 ·203 214 176 -129 101 59 28 -22 13 -8 23 79 161 355 398' 253 287 _255 301 368 287 221-· 261 252 252 203 160 169 95 · 52 .30 AM Peak Hour ...... :.:., ...................• 07:15 to 08:15 (. 1485 vehicles) AM Peak Hour. Factor .....•.•......•...... 87. 4% PM Peak Hour .............•...............•. 12:00 to 13:00 13-23 vehicles) PM Peak Hour Factor· .....•••. : ........... 89.9% Weekly Summary Report Location.· ............. : ............ El Camino Real: Plaza: Dr-. -to· Marron Rd. Location Code .................. s County ............................ San Diego Recorder Set ..... : .... , ........ 7/18/05 00:00 Recording Start. .............. 7 /19/05 -oo: 00 Recording End· .................. 7/21/05 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8705 Machine Nuber ................ .-.. 20305 Channel ........................... A Recorder. Mode .................. Volume Week of ·July 17, 2005 Channel: A Direction: N End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat _Avg. Avg. 01:00 126 126 126 126 02:00 104 99-102 102 03:00 80 62 71 71 04:00. 64 so 57 57 05:00 97 85 91 · 91 06:00 220 289 255 255 07 :00 530 · 484 507 507 08:00 785 638 712 712 09:00 795 756 776 776 10:00 !:)30 916 923 923 11:00 984 869 927 927 12000 -1162 1208 1185 1185 13:00 1281 1333 1307 1307 14:00 1336 1266 1301 1301 15: 00. 1431 1343 1387 1387 · 16:00 1508 1280 1394 1394 17:00 1541 1529 153S-1535 18:00 1727 1600 1664 1664 19: 00. 1241 1345 1293 1293 20:00 1013 970 992 992 21:00 788 692 740 740 22:00 615 583 599 599 23:00 304 331 319-318 24:00 221 177 199 199 Totals 18883 18031 18457 18457 %-A-vg Wkday 1·02. 3 n.7 ·% Avg Day 102.3 97.7 AM :Peak Hour 12:00 12 :00- AM Count 1162 1208 PM Peak Hour. 18:00 18:00 PM Count 1727 1600 ·. Weekly Summary Report Location .......................•. El Camino. Real: Plaza Dr. to Marron Rd. Location Code ..... , ............. 5 County ............................ San Diego Recorder Set ................... 7 /18/05_ 00: 00 Recording Start ............... 7/19/05 00:00 Recording End .................. 7/21/05 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8705 Machine Nuber .................. 20305 Channel. .........•................ A Recorder Mode ...... : ........... Volume Week of July 17, 2005 Channel: A Direction: s End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon. Tue Wed Thu Fri Sat Avg. Avg. . 01: 00 .· 5)4 103 99· 99 02: 00-'./5 60 68 68 03:00 50 32 41 41 04:00 57 74 66 66 05:00 213 209 211 211 06:00 442 484 463 463 , 07:00 1088 1082 1085 1085. 08:00 1491 1482 1487 1487 09:00 1306 1095 1201 1201 10:00 1074 1035 1055 1055 11:00 1151 i<l92 1122 1122 12:00 1205 1155 1180 1180 13: o.o_ 1354 1323 1339 1339 14:00 1467 1188 1328 1328 .15: 00 1154 1061 1108 1108 16:00 957 1037 997 997 17:00 1063 987 1025 1025 18:00 1057 1048 1053 1053 19:00 929 869-899 899 20:00 763 723 743 743 21:00 609 585 597 597 22:00 518 458 488 488 23:00 288 270 279 279 24:00 169 140 155 155 Totals 1B574 17592 18-083 18083 % Avg Wkday 102.7 97'. 3 % Avg Day 102.7 97.3 AM Peak Hour 08:00 08:00 AM Count 1491 1482 PM Peak ·Hour 14:00 13:00 PM Count . 1467 1323 / ' .- ENGINEERING COMPANY Transportation Division ' 19 End Time Tue 01:00' 220 02:00 179 03:Q0 130 04:00 121 05:00 310 06:00 662 07:00 1618 08:00 2276 09:00 · 2101 10:00 2004 11:00· 2135 12:00 2367 -13:00 2635 14:00 2803 15:00 2585 . 16:00 2465: 17:00 2604 . 18:00 2784 19:00 2170 20:00, 1776 21:00 1397 22:00 1133 23:00 · 592 24:00. 390 I Tolal I 374s11 24-Hour Volume Plot El Camino Real .Between· Plaza Drive and_ Marron· Road 3500 3250 3000 2750 2500 " 2250 " u ' :E 2000 " > 1750 0 .. 1500 1250 1000 750 500 250 0 0 N. C, r-. Lii 0 9. i:l 0 "' ~ ■ Tuesday, July 19, 2005 El Camino Real Be~eeri Plaza Drive and Marron Road . "' ~ 0 "' a;J ' r-. "' "' "' c"; N <O a;J "' "' "' . r-. "' N <O N "' <O ;1j r-. "' N "' N 0 "I 0 "' r-. ... ...... ;;; ;;; 0 N 0 N "' ' r-. a;J . r-. 1c ~ ~ . . N <O <O 0 ;;; ,. ;;; ~ ■ . ' ..... Tin'le r-. C, "' ~ "' "' ~ = • 0 0 ~. ~ N C, "' 0 C, "' LI 0 9. ;s; • -Vofume_s repreSef1t combined totals of bo(h directions. ( I / . ENGINEERING COMPANY TransportatiQn1 Divis_ion ,, ,, 20 · I End Time '('led -01:'oo · 2,!9 02:00 159 03:00 94 04:00 124 05:QO 294 -06:bo ·ft3 07:00 1566 08:00 2120 09:00 1851 10:00 1951 11:00 1961 12:00 2363 13:00 2656 14:00 2454 15:00 2404 16:00 2317' 17:00 2516 18:00· 2648 19:00 2214 20:00 1693 . 21:00 1277 22:00 1041 23:00 601 24:00 317 I Total I 35623 I 24-:Hdur Volume Plot , El Camino Real Between'Plaza Drive and Marron Road . ' ' ,'. . . ', ' ' ' ' Wednesday,• JLJly 20, ?005 El C,1mino Real Betwe_en Plaza Drive and Marroh Road 3500 3250 3000 2750 2500 in 2250 a, u :E 2000 ~ 1750 - "' ., "' .... ~ "' ~ ... ... .; "' "' ~-~ 0 r--N ... ;;; ... d N N N N ;;; ;;; co . N .; .; 0, o,.· ., ~ ~ "' ~ 0, (0 . (0 ffi ~ 0 ~ .. 1500 '· . 1250 . 1000 "' .. r--' r-- 750 500 250 . 0 ... 0, "' i N ~ N "' ... . ' I ~ ■ .. :::, ;, ..... ..... . ~ g ON 0 Time ,, ' r--r--N ~-~ 0 ~ ;; "', r--~ "' " LI * -Volumes represent combined totals of bath directiohs. ' ' ' I. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 6 El Camino Real Between Tamarack Avenue and Kelly Drive Page 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 ~RICK "' . .. .. ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... -El Camino Real: Tamarack Ave to Kelly Dr Location Code ............ 6 County ...................... San Diego Recorder Set,, __ ........ 7 /1B/05 00: oo Recording st·art ......... 7 /19/05 00 aOO Recording End ............ 7/22/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... B706 Machine Number .......... 20306 Channel.·-.................. A Divide By ........... ; ...... 2 Summation.. ... _ ............... No ·Two-Way .......... ·:· ........ No Tuesday 07/J:9./05 Channel: A Direetion: N ·-0100 0200 0300 0400.0500"0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1-900 2000 2100 2200 2300 2400 Totals · 94 79 61 24 44 -85 208 444 475 607 596 862 975 866 975 1260 1475 1685 984 565 454 276 180 138 13412 27 31 17 2 8. .17 32 102 110· 153 136 204 279 228 216 295 342 413 285 149 134 92 42 39 24 21 16 1 7 16 46. 10~ 109 134-137 196 239 203 187 234 392 462 271. 152 116 62 ·60 41 23 18 13 10 7 19-62 115 112 147 153 214 234 234-283 372 359 448 225 144 109 69 39 33 20 9 15 , 11 22 33 68 124 144 173 170 248 223 201 289 359 382 362 203 120 95 53 39 25 AM Peak Hour ............................... 11 :30 to 12:30 9B0 vehicles) AM Peak Hour Factor ..................... B7. B% PM Peak Hour ............................... 16:45 to 17:45 1705 vehicles) PM Peak Hour Factor ..................... 92. 3% Wednesday 07/20/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 j500 1600 1700 1800 1900·2000 2100 2200 2300 2400 Totals 101 76 54 19 49 108 228 393 497 634 616 909 1022 824 946 1176 1495 1664 989 619 425 300 208 147 13499 40 26 22 4 12 20 34 79 107 162 166 174 308 212 209 258 340 451 294 206 134 93 51 40 18 17 22 2 9 18 48 80 127 150 123 193 232 188 207 239 383 478 275 165 103 71 54 31 22. 16 6 8 7 31 71 122 115 174 172 252 258 221 250 334 335 388 236 126 116 76 52 39 21 17 4-5 21 39 75 112 148 148 155 290 224 203 -250 345 437 347 184 122 72 -60 51 37 AM Peak-Hour .............................. -11: 3.0 to 1-2 : 3 o_ 10B2· vehicles.) AM--Feak Hour Factor:-: ...................... B7. B% PM Peak Hour ................................... 16: 45 to 17:45 1754 ve1ricles) PM Peak Hour Factor ...................... 91. 7% - Volume Count Report Location ................... El Camino Real: Tamarack Ave to Kelly Dr Location Code ............ 6 · County ...................... San Diego Recorder-set_ ....... _ .... 7 /18/05. 00 ,oo Recording Start ......... 7/19/05 00:0D Recording End ............ 7 /22/05 00: 00 Sample Time .............. , 15 Minutes Operator Number ......... 8706 Machine Number .......... 20306 Channel .. -.............. ·~ .. A Divide By .................. 2 Summation .................. No Two-Way ..................... No ·--r.uesday 07/19/05 Channe·l : A-Direction: S 0100 0200 0300 0400-0500 0600 0100 0800 0900 1000 1100 1200 1300 1400 1500 1600 1100 1800 1900 2000 2100 2200 2300 2400 Totals 56 28 24 57 211· 462 1166 1727 1173 768 622 730 869 921 736 687 702 -555 540 427 337 262 171 82 13414 10 8 5 2 14 48 155 319 3sz-200 148 167 209 -231· 199 179 176 159 · 134 128 78 90 69 21 J4 6 6 17 27 73 247 431 295 201 153 1~0 204 259 186 167 174 174 116 108 83 57 51 16 -. 18 7 6 ·15 76 175 360 452 266. 185 156 187 229 212 175 180 186 186 146 96 95 72 25 22 14 7 7 23 94 166 404 525 245 182 165 186 227 219 176 161 166 137 144 95 81 43 26 23 AM Peak Hour ............................... 07: 15 to 08:15 1775 vehicles). AM Peak Hour Factor ................. __ .... 84.5% PM Peak Hour ............................... 12:30 to 13:30 946 vehicles) PM Peak Hour Factor .... : ........ ; ....... 91. 3% Wednesday 07/20/05 Channel:· A Direction1 s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 52 35 17 67 230 466 1152 1665 1186. 823 788 769 876 1003 804 734 653 694 529 392 312 258 151 81 13737 9 11 2 7 13 44 145 314 382 206 226 181 228 260 224 203 175 201 141 104 78 84 48 20 15 7 ·3· 12 31 83 232 395 295 206 196 186 164 287 223 191 175 173 134 89 81 69 46 19 13 8 6. 22 82 160 378 447 281 185_ 196 199 269 261 181 167. 1s9· 180 133 102 73 57 31 24 15 9 6 26 104 179 397 -509 228.. -226 170 203 · 215 195 176 173 144 140 121 91 80 48 26 18 .AM Peak Hour .... : ........................... -0-7: 15 to 08:15 1733-vehicles) AM PeaR Hour Factor ..................... -85 .1% PM Peak Hour ..................... ~ ......... 12 :30 to 13c 30 1031 :vehicl.es) PM Peak .Hour Factor;·-..... , ............ 8 9 .13% Weekly Summary Report Location ......................... El Camino Real: Tamarack Ave to Kelly Dr Location Code ........... , ....... 6 County ............................ San Diego Recorp.er Set .............. , .... 7 /18/05 00: 00 Recorcling Start ............... 7/1.9/05 00:00 Recording End ..... -............. 7 /22/05 00: 00 Sample Time .................•... 15 Minutes Operator Number ............... 8706 Machine Nuber .................. 20306 Channel .•......................... A Recorder Mode .......•....•..... Volume - Week of July 17, 2005 Channel: A Direction: N End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue .,Wed Thu .Fr-i Sat Avg. Avg. 01:00 94 101 98 98 OZ,-OU 79 76 78 78 03:00 61 54 58 58 04:00 24 19 22 22 05:00 '14 49 47 · 47 06:00 85 108 97 97 07:00 208 228 218 218 08:00 444 393 419 419 09000 475 497 486 486 10:00 607 634 621 621 11:00 596 616 606 606 12:00 862 909 886 886 13:00 975 1022 999 999 14:00 866 824 845 845 15:00 975 946 961 961 16:00 1260-1176 1218 1218 17: 00 · 1475 1495 1485 1485 18:00 1685 1664 1675 1675 19:00 984 989 987 987 20:00 565 619 592 592 21:00 454 425 440 440 22:00 276 300 288 288 23-: 00 180 208 194 194 24:00 138 147 143 143 Totals 13412 13499 13456 13456 % Avg Wkday 99 __ 7 100 .-:3 % Avg Day 99. 7-100.3 AM Peak .Hour 12: 0-0 12-:-0-0 AM Count 862 909 PM Peak Hour 1.8: 00 18:00 PM Count 1685. 1664 Weekly Summary Report Location .............. ,. .••...... El Camino Real: Tamarack Ave to Kelly Dr Location Code •................. 6 County .................•..•....... San D;j.ego Recorder Set ........ , ...•...... 7/18/05 Q0:00 Recording Start .......•...•.•. 7 /19/05 1l0: 00 Recording End .. : .... -....•...... 7/2-Z/05 .00:00 Sample Time .••.................. 15 Minutes Operator Number ...•........... 8706 Machine Nuber ..............•... 20306 Channel. ...................•..•... A Recorder Mode ................•. Volume Week of July 17, 2005 Channel: A End 17 18 19 20 21 Time Sun Mon Tue Wed Thu 01:00 56 52- 02:00 28 35 03:00 24 17 04:00 57 67 05:00 211 230 06 :.00-462_ 4-55 07: 00 1166 1152 08:00 1727 1665- 09:00 1173 1186 10:00 768 823 622 ,_ 11:00 788 12:00 730 769 13 : 0 0 869 876 14:00 921 1003 15:00 736 804 16:00 687 734 17:00 70.2 -653- 18:00 656 694 19:00 540 529 20:00 427 392 21: 00 -337 312 22:00 262 258 23:00 171 151 24:00 82 81 Tot.als 13414 -13737 % Avg Wkday 98.8 :tOl.2 ,,_ 0 Avgc-Day 98.8 101. 2 AM, Peak Hour 08:00 08:00 AM Count -1727 1665 PM Peak Hour. 14:00 14:00 PM Count 921 1003 Direction: 22 23 Wkday ]ri Sat Avg. 54 32 21 62 221 464 1159 1696 1180 796 705 750 .873 962 770 711. 678 675 535 410 325 260 161- 82 135-76 s Daily Avg. 54 32 21 62 221 464 1159 1696 1180- 796 705 750 873 962 770 711 678 675 535 410 325 260 161 82 -i:3576 ENGINEERING COMPANY TransportatiOn OivisiOn "' -24.-Hour Volume Plot El Camino Real -Between Tamarack Avenue and Kelly Drive Tuesday, July19,2005 19 End Time Tue El Camino Real Between Tamarack Avenue and Kelly Drive 01:00. 150 02:00 107 3250 03:00 85 04:00 81 3000 05:00 255 2750 ' 06:00 547 07:00 •1374 2500 ~ ~ .... ~ .... .... 08:00 2171 09:00 1648 10:00 1375 11:00 1218 12:00 1592 13:00 1844 14:Q0 1787 1s:do 1711 2250 .. " 2000 u :c " 1750 > -0 1500 .. 1250 1000 ;::; .... ;::; i Ix; a'; ~ ~ ., 8l ~ ~ ;:: ~-., . ~ 1,'i ..,. ., ~ .... .... ~ "' ~' ., ' ~ l:i 8l ' 0) . ~ 0) ... 16:00 1947 17:00 2177 18:00 2341 19:00 1524 20:00, · 992 750 500 250 0 ~ . ' ., "' ., :!l ., "' 0 0 ... "' 11 ., ~ 0 ., ~ I ■ ~ ., ., ■ .. --,-~-~ '-r '-r ~ '-r -r ~ '-r 21:op 791 22:op ~38 0 0 0 0 0 ?. ~ 0 0 0 0 0 0 0 0 9. ~ ~ 9. ~ 9. ~ 9. ~ 9. 9. 9. r; ·a ~ m I, m ~ ~ 1' ;,: 0 0 0 0 0 0 0 o o o o o ~ g 0o. o '.:!:_·::':_-~00 0 ~ ~-~ ~ ~ ~ ~ ~ ~ 23:00 351 Tltne 24:00 ,220 Total I 2,6826' • ~ Volumes represent combined totals of bbth directions. ' ' I ' ENGINEERlNG COMPANY Tramportl.uioh. Division . , I I 24-Hour Volume Plot El Camino Real I . ij~tween Tamarack Avenue and Kelly Drive ., W~dnesday, July 20, 2005 ~o End "fime Wed . El Camino Real Between Tamar~ck Avenue and Kelly Drive 01:00 153 . 02:00 111 2500 .• "' ., 03:Q0 71 N ., 04:00 86 05:00 279 2250 ., ..,. "' 1' 0 N ., 0 06:00. 574 07:00 13~0 08:00 2058 09:00 1683 10:00 1457 2000 1750 ., " 0 1500 :c "' ,._ ~ ., N "' ~ ., 0 ~ "' ., ~ "' ., ,._ ,._ "' "' ~ ~ ~ ., "' ;-;; o,·~ "' ;,i; ., ..,. ~ "' ~ ~ ~ " 11:00· 1404, · 12:00 1678 > 1250 -0 .. -~ 0 ~ 13:00 1898 1000 14:po · ,1827 · 15:00 1750 750 ,._. "' ,._ ..,. . . ,._ 16:00 ·. 1910 "' 17:00 2148 500 d) ,._ 18:00 2358 19:00 1518 20:00 1011 ~50 0 "' N "' ~ l ~ ~ "' .I ~ ;::: ., ' ■ -■ . ~ '-r ~ ~ '-r ~ ~- 21:00 737 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 22:0.0 as~ 23:00 ' 359. Tillle 24:00 228 Total. ' 27236 ' ·, .. ., "' "' 01 "' "' ., N N ~. _J 0 0 * -Volumes r_epreseht combined totals of boih directions. . ' ·1, ·: ' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 7 El Camino Real Between Faraday Avenue and Palomar Airport Road NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Rl.CK ENGINEERING COMPANY Transportation Division "' Page 1 2 3 4 5 6 Volume Count Report Location ....•........ :., ... El Camino Real: Faraday Ave-to P.A.R. Location Code ............ 7 County ...................... San Diego Recorder Set ............. 7 /26/05 00 :00 Recording Start ......... 7/27/05· 0-0:00 .· Recording End ............ 7 /29/05 00: 00 Sample Time ..... , ......... 15 Minutes Operator Number ......... 8707 Machine Number .......... 20307 Channel ..................... A Divide By, ................. 2 Summation ..............•... No Two-Way ..................... No ·wednesday 07/27/05 Channel~ A Direction: N •·0100.0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 12001.3001400 1500 1600.1700 f800 1900 2000 2100 2200 2300 2400 Totals , 79 69 45 73 211 393 785 1442 1442 1028 897 961 1178 1123 1271 1494 1440 1466 854 595 383 333 213 153 17928 25 . 13 7 8 17 39 118 274 402 251 230 247 280 309 276 345 359 425 258. 177 97 107-66 33 14 22 14 11 27 68 . 186 335 369 251 224 228 292. 267 293 350 336 369 220 , 150 f12 79 46 37 25 13 .• 14 13 59 112 189 348 361 261 206 223 301 304 361 446 381 369 190 135 96 62 58 48 15 21 10 41 108 174 292 485 310 265 237 263 305 243 341 353 364 303 186 133 78 85 43 35 AM Peak Hour ............................... 07 :4~ to 08:45 1617 vehicles) AM Peak Hour Factor ..................... 83. 4% PM Peak Hour ............................... 16: 30 to 17:30 1539 vehicles) PM Peak Hour Factor ..................... 90. 5% Thursday 0.7 /28/05 Channel: A Direction:· N I 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 99 48 44 74 212 364 800 1468 1374 1043 855 998 1176 1187 1249 1400 1452 1434 996 614 403 321 239 159 18009 25 11 7 8 w 37 137 282 389 287 211 242 303 324 291 331 388 399 . 277 192 · 106 105 76 44 - 25 14 15 10 25 56 168 338. 339 256 201 233 287 313 .289 338 275 396 276 165 ,116 89 52 31 23 13 14 20' 69 97 222 396 31T 263-213 263 292 272 345 350 422 310 242 .122 85 72 55 48 26 10 8 36 104 174 273 452 329 237. 230 260 ·294. 278 324 381 367 329 201 135 96 55 56 36 AM·Peak Hour;.~-.......................... 97:30 to 08:30 1576 vehicles) AM P,eak Hour Factor ..................... 87. 2% PM Peak Hour .... : ...... •-•-•._ ................ 16 :.3 O to 17,30 1584 vehicles) PM 'Peak Hour Factor ... : ....•............. ·93. 8% Volume Count Report Location ................... El •Camino Real: Faraday Ave to· P.A.R. Location Code ............ 7 County ...................... San Diego Recorder Set .............. 7 /26/05 00: 00 Recording Start.-........ 7 /27/05 00: 00 Recording End ............ 7 /29/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8707 Machine Number ......... , 20307 Channel ..................... A Divide By .................. 2 Summation .. ···-·· ............ No Two-Way ..................... No Wednesday 07-/27/05 Channel~ A . Directi~n: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200· 1300 1400 j500 1600 17-00 11300 1900 2000 2100 2200 2300 2400 Totals 103 101 104 51 145 490 1016 1401 1332 925 894 1106 1193 1119 1121 1308 1469 1729 1060 592 412 356 208 139 18374 52 52 42 15 47 ·151 305 369 252 214 239 347 290 256 314 396 531 345 180 113 106 69 41 23 19 12 10 15 79 198 366 ·326 218 215 221 312 286 275 291 290 476 277 170 112 87 55 32 18. 17 34 15 44 170 308 358 347 225 244 306 269 277 333-401 407 406 236 · 134 100 94 32 22 10 13 16 25 71 194 359 372 290 230 221 340 265 266 257 302 376 316 202 108 87 69 52 44 AM Peak Hour ........................ ; ...... O 7 : 15 to 08:15 1465 vehicles) ··AM Peak Hour Factor ..................... 98. 5% PM Peak Hour ............................... 16: 30 to 17:30 1790 vehicles) PM Peak Hour Factor .......... , .......... 84. 3% Thursday 07/28/05 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 124 96 96 68 158 487 1060 1381 1271 983 923 1184 1349 1234 1263 1354 1601 1718 1016 641 383 351 182 153 19076 69 44 46 10 16 57 '163 294 363 242 219 220 328 324 296 326 409 507 351 215 91 109 51 47 23 19 11 13 30 88 203 362 296 254 208 301 321 314 301 282 351 466 239 163 109 90 58 40 17 21 29 14 48 150 286 350 330 261 235 318 377 295· -383 405 449 405 236 141 90 73 40 35 -15 -12 10 31 64 192 408 375 282 226 261 345... 323 301 283 341 392 340 190 J22 93 79 33 31 . AM Peak Hour ..... -............... ·-······· .. 07:15 to 08:15_ 1450 vehicles) AM Peak Hour Factor .. , .................. ·96. 7% PM Peak Hour .................. , ............ 16.: . .30 to 17:30 . ( 1814 vehicles] ·PM Peak Hour Factor ...................... 89. 4% Weekly Summary Report Location .......................... El Camino Real: Faraday Ave to_P.A.R. Location Code .................. 7 County ............................ San Diego Recorder Set ................... 7 /26/05 00: 00 Recording Start ................ 7 /27/05 Oct: 00 Recording End .................. 7 /29/05 · 00: 00 Sample Time ; .................... 15 Minutes Operator Number ............... 8.707 Machine Nuber .................. 20307 Channel ......... -.................. A Recorder Mode .................. Volume Week of July 24, 2005 . Channe·l : A Direction: N End-24 25 26 27 28 29 30 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 79 99 89 89 02:00 69 ·48 59 59 ·03: 00 45 44" 45 45 04:00 73 74 74 74 05:00 211 212 2l2 212 06:00 .393 364 379 379 07:00 785 800 793. 793 08:00 1442 1468 1455 1455 -09: 00 · 1442 1374 1408 1408 l0:00 1028 1043 1036 1036 11:00 897 855 876 876 .. ,., ., 12:00 961 998 980 980 13:00 J.178 1176-1177 1177 14:00 1123 1187 1155 1155 15:00 1271 1249 1260 1260 16:00 1494 1400 1447 1447 17 ,-oo 1440 1452 1446 _ 1446 18:00 1466 1434 1450 1450 19: 00 -854 996 925 925 20:00 595 614 605 605 21:00 · 383 403 393 393 22:00 333 321 327 327 23:00 213 239 226 226 24:00 153 159 156 156 Totals 17928 18009 17969-17969 % Avg Wkday 99.8 100.2 % Avg Day 99 .·8 100.2 AM Pea:k Hour 09: 00-08·: 00 AM Count 1442 1468 PM Peak Hour · 16: 00 17:00 'PM Count -1494 1452 ' Weekly Summary Report Location ······~··· ............... El Camino Real: Faraday Ave -to P.A.R. • Location Code .................. 7 County ............................ San Diego Recorder Set ................... 7/26/05 00:00 Recording Start ............... 7/27/05 00:00 -Recording End ............. ~ ... · .. 7 /29/05 · 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8707 Machine Nuber .................. 20307 Channel ........................... A Recorder Mode .................. Volume Week of Jilly 24, 2005 Channel: A Direction: S End 24 25 26 27 28 29 30 Wkday Daily Time sun Mon T~e Wed •Thu Fri Sat Avg. Avg. 01.: oo-103 1Z4 114 114 OZ: 00 101 96 99 99 03 :-00. 104-96 100 100 04:00 51 68 60 60 05:00 145 158 152 152 06:00 490 487 489 489 07:00 1016 1060 1038 1038 08:00 1401 1381 1391 1391 09:00 1332 1271 1302 1302 10:00 925 983 954 954 11:00 894 923 909 909 • ' '"I 12:00 1106 1184 1145 1145 13: 00. 1193 1349 ·1271 1271 14:00 1119 1234 1177 1177 15:00 1121 .1263 1192 1192 16:00 1308 1354 1331 133.1 17:00 1469 1601 1535 1535 18:00 1729 1718 1724 1724 19:00 1060 1016 1038 1038 20:00 592 641 617 617 21:00 412 383 398 398 22 :.00 356 351 354 354 23: 00. 208 182 . 195 195 24:00 139 153 146 146 -·Totals 18374-19076 18725-·18725 _%:_Avg Wkday 98.l .101. 9 % Avg Day 98.1 101. 9 AM Peak Hour 08: QQ_ 08 :.00 ··AM Count 1401 1381 PM Peak Hour 18:00 18:00 PM, Count 1729 1718 ~ .. ,. NGINEERINO COMPANY 24~Hour Volum~ Plot TranspbrrationDivision EL Camino Real j . ' ' . ·•·· Between Faraday Avenue and Palomar Airport Road Wednesday, July i7, 2005 127 End Time W¢d El Camino Re11I Between Fi!raday Avenu~ and Palom,ar Airport Road I I 01:00 182 02:00 170 3500 03:00 149 04:00 124 05:00 356 3250 3000 en ~ "' "' en N 0 al ..,. en r--0 N N r--"' N N 06:00 883 07:00 18b1 08:00 2843 09:00 2774 10:00 1953 11:00 1791 2750 2500 ~ 2250 m u· :i: 2000 ~ 1750 - --N r--en "' N "' N ~ N r-- "' (0 !" "' 0 ..,. en N oi 0 ~ oi "' t::: ~ ~ 12:00 2097 13:00 2371 0 .. 15_00 .. lo ~ 14:bo 2242 1250 ~ 15:00 2392 16:00 2802 1000 750 "' "' "' "' en en r--"' (0 17:00 2909 18:00 3195 19:00 1914 20:00 1187 500 250 0 "' N "' ..,. N N 0 "' "' .1 j tOt-"<f"~ Lii •• ~ ~ '-r . . '-r 21:00 795 22:00 .(,89 23:00 421 Time 24:00 292 ' . Total , I, 36~02 I * -Volumes represent combined totals of both directions. ' . I ~ndTime 01:0Q 02:Q0 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:0R 14:0Q 15:00 16:bo 17:00 18:00 . 19:00 20:00 21:00 22:00 23:00 24:00 I Total \_ _, '" 24-Hour Volume Plot · ~ EL Camino Real :•· Between Farad~y Avenue and Palo,marAirport Road '' _-, . . '' . . . '' . . . . _, ' . -· ' - . 28 · Thur 223 144 3500 140 3250 · 142 370 3000 851 2750 1860 2500 2849 2645 2026 ., 2250 -ll :c 2000 1778 2182 ~ 1750 0 .. 1500 2525 2421 1250 2512 I 1000 2794 750 M53 . 3152 500 M N 2012 1255 250 0 N I 786 672 421 312 I 37oas I Thursday,_ July 28, 2005 El Camino Reai Between Faraday Avenue and Palomar Airport Road • • ' ii ' C ' 0) ;;Ii "' N " "'' ID N N "' N "' "' <D ;;; ~ 0 <D f" "' "' ,_ ~ ,_ ~ . ~ "' ~ . •· 0 ,_ M " 0 N I " ;': ;': ~ ■ ■ • Time N M "' "' ;;; 0 M " "' ,_ N "' ·;;; .:; " N N I . 0 g __ . 0 ~ ·~ ~ N ~ 0 N "' "' "' ~ <D "' ,_ 0 " ;; ' ·N ,_ <D ;;; N LU • -Volumes represent cOmbined totals of both directions. I. I I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 8 El Camino Real Between Camino Vida Roble and Cassia Road NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Rt CK. " " ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 \ Volume Count Report Location ......... -: ......... El-Camino Real: Cam .. Vida Roble to Cassia Rd. Location Code ........... :.s County .......•.............. San Diego Recorder. ·Set. .......... : .. 8/1:/05 00 :CYO Recording Start ......... _81"2/05 00: 00 Recording End ............ 8/4/05 00:00 Sample Time ............ ; .. 15 Minutes Operator Number ......... 8708 Machine Number ..... , .... 20308 · Channel ............•........ A- Divide By ............ •·•-... 2 Summation ............... : •. No Two-Way ..................... No Tuesday 08/02/05 Channel: A Di:c:.ection:. N lT100 0200 0300 0400 0500 0600 0700 0800 0900 100011001200 1300 MOO 1500 1600·1700 1800 1900 2000 2100 2200 2300.2400 Totals --. ' 66 45 19 16 72 194 569 1323 1304 940 810 915 1139 1187 1008 1t10 1152 1030 687 475 393 359· 288 187 15288 19 9. 5 6 ·1s-29 63 229 351 252 190 214· 236 326-,242 284 317 250 205 136 102 103 93 73 21 13 7 2 10 21 102 289 363 211 193 226 308 296 263 261· 269 257. 178 119 88 104 75 53 15 16 3 6 20 . 64 169 369 · .266 220 208 205 296 298. 246 292 295 278 139 106 117 72 44 38 11 7 4 2 27 BO 235 436 324 257 219 270 299 267' 257 273 271 245 165 ·114 86 BO ' 76 23 AM Peak Hour .......................•....... 07: 30 to 08:30 1519· vehicles) . ' AM Peak Hour Factor .........•.............. 87 .1% PM Peak Hour •.............................. 12:15 to 13:15 ( 1229 vehicles) PM Peak Hour Factor ..................... 94 .·2'1f Wednesday 08/03./05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 19002000 2100 2200 2300 2400 Totals 60 44 20 27 57 189 564 1255 1340 912 866 870 1043 1199 1021 1107 1040 1101 725 ·536 395 367 346 127 15211 20 10 5 6 9 30 71 257 382 251 239 197 233 320 253 264 270 277 219 169 101 97 98 46 18 12 5 8 8 23 105 259" 338 250 234 219 266 290 280 278 238 303 212 134 98 94 63 33 17 9 .5· 6 13 62 166 318 304 201 183 100 263 279 253 295 255 274 143 120 10T BB 100 29 5 · 13 4· 7 27 74 222 421 316 210 210 254 281 310. 235 270 277 247 -151 113 ·59 88 85 -19 AM Pea.k Hour ........... ;········-············ 07: 30 to 08: 30-1459 vehicl.es) AM Peak Hour Fact.or•···············~·-·· 86. 6% PM Peak Hour ................... , ........... 13:00 to. 14:00 1199 vehicles) PM Peak Hour Factor ..................... 93. 7%·. · Volume Count Report . Location ... ·-...... : •. ··-.. El Camino Real: Carn. Vida Roble to Cassia Rd. Location Code ............ 8 County ...................... San Diego ~ecorder Set. ....... , .. -.~,:8/1/05 00:00 - Recording Start.; .. : .... s/2/05 OOsOO Recording End ............ 8/4/05 00:00 Sample Time ................ 15 Minutes Operator Number ......... 8708 M,achine Number .......... 20308 Channel, ...... ,-, ......•..... A Divide By .................. 2 Summation .................. No Two-Way .... :: ............... No Tuesday 08/02/05 Channel: .A · Direction: s 0100 0200 0300 0400 0500 0600 0700 080009001000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000°2100 2200 2300 2400 Totals 46 41 38 57 74 187 724 929 952 899 850 1116 1194 978 -986 1115 1530 1833 1093 642 374 275 188 91 16212 25 11 · 10 19 13 19 83 243 242· 243 197 221 378 255 235 242 ·332 505 -326 _ 203 90 83 55 34 7 · 12 . 11 9 18 . 34 f79 239 214 223 199 263 298 246 231 285" 349 487 288 142 108 75 48 21 5 8 -8 12 24 47 219-249 264' 203 213 289 265 23Z 253 310 448 455 264 151 90 59 54 23 9 10 9 17 19 87 243 198 232 230 241 343 253 240 267 278' 401 386 215 146 86 58 31 13 AM Peak Hour.; ............................. 11:30 to 12:30 ( 1308 vehicles) AM Peak Hour-Factor, ...................... 86. 5% PM Peak Hour ............................... 16:45 to 17 :4,5, 1848 vehicles) PM, Peak Hour Factor ..................... 91.5% Wednesday 08/03/05 Channel: A D-irection: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 55 35 42 43 70 186 715 953 1007 1055 1095 1292 1490 1158 1068 1157 1431 1804 .1046 672 419 291 189 92 17365 18 13 6 4 14 22 94 279 241 252 282 266 365 300 273 258 325 _465 302 188 98 91 56 27 13 9 11 8 12 31 165 218 254 288 229 294· 057 288 236 283 321 47.5 • 285 165 127 75 41 28 14 10 · 11 8 22 57 236 243 246 265 281 353 375 303 257 316 404 436 245 182 111 69 40 18 10 3 '14 23 22 76. 220 '213 266 250 303 379 393 267-302 300 381 428 -214-137 83 56 52 19 I AM Peak Hour ............................... 11:30 to 12:30 1454 v,elJ.icles) AM Peak Hour Factor ...... -................ :15. 9% PM Peak Hour .............. , .• _ ............. 17: 00 to 18:00 lB04 vehicles) PM' Peak Hour Factor ..................... 94. 9% Weekly Summary Report Location ............... ; ....... -. El Camino Real: .Cam. Vida -Roble to Cassia Rd. Location Code .............. ; ... 8 County ............................ San Diego Recorder Set ................... 8/1/05 00: 00 Recording-Start ............... 8/2/05 ,00':00 Recording End ................... 8/4/05 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8708 Machine Nuber .................. 20308 Channel ........................... A Recorder Mode .•................ Volume Week·of July 31, 2005 Channel: A Direction: N End 31 01 02 03 04 05 06 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat A;[g. Avg. 01:00 66 60 63 63 02:00 45 44 45 45 03:00 19 20 20 20- 04:00 16 27 22 22 05:00 72 57 65 6.5 06:00 194 189 192 19Z 07:00 5·59 564 567 567 08 :00 1323 1255 1289 1289 09:00 1304 1340 1322 1322 10:00 940 912 926 926 11:00 810 866 838 838 12:00 915 870 893 893 13:00 1139 1043 1091 1091 14:00 1187 1199 1193 1193 15:00 1008 1021 1015 1015 16:00 1110 1107 1109 1109 17:QO 1152 1040 1096 1096 18:00 1030 1101 1066 1066 19:00 687 725 706 706 20:00 475 536 506 506 21:00 393 395 394 394 22:00 359 367 363 363 23:00 288 346 317 317 24:00 187 127 15'7 157 -, Totals· 15288 15211 l:5250 r.s250 . % Avg Wkday 100. 3 99 .. 7 % Avg. Day 100.3 99., AM. Peak Hour 08,00 0 9-=-0 0 AM Count 1323 1340 PM Peak Hour 14:00 14:00 PM Count 1187 1199 Weekly Summary Report Location .......................•. El Camino Real: Cam. Vida Robl,e to Cassia Rd .. Location Code .......... -'··· .... 8 County .•........................•. San Diego Recorder Set ................... 8/1/05 00..: 00 Rec·ording Start ............ ,.,.8/2/05 00:00 Recording, End ................... 8/4/05 oo: 00 Sample Time ..................... 15 Minutes Operator Number .......... · ..... 8708 Machine Nuber .................. 20308 Channe 1. •••••• ; ••••• · •••••••••••••• A Recorder Mode ............... ; .. Volume Week of July 31, 2005 Channel: A Direction: s End 31 01 02 03 04 05 06 Wkday Daily Time Sun Mon Tue Wed Thu Fri ,Sat Avg. Avg. 01:00 -46 -55 5.1 51 · 02: 00 -41 35 3-8 3-8 03:00 38 42 40 40 04:00 57 43 50 50 05:00 74 70 72 72 06:00 187 186 187 187 07:00 724 715 720 720 ·-09: oo 929 953 941 941 09:00 952 1007 980 980 10:00 899 1055 977 977 11:00 850 1095 973 973 12 :.00 11"1.6 1292 1204 1204 13:00 1194 1490 1342 1342 14:00 978 1158 1068 1068 15:00 986 1068 1027 1027 16 :00 -1115 1157 1136 113"6 17:00. 1530 1431 14Bl ·1481 18:00 1833 1804 1819 1819 19:00 1093 1046 1070 1070 20:00 642 672 657 657 21:00 374 419 397 397 22:00 275 291 283 283 23:00 ·l88 189 189 189 24:00 -91. 92 92 92 Totals 16212 17365 16789-1-6789 %-Avg Wkday 96.6 1.03 . 4 % ·Av:g Day: 9.6. 6 103.4 AM Pe·ak Hour 12:00 12:00 AM Count 1116 1292 PM Peak Hour 18": 00 18:00 PM Count 1833 1804 -M ENGINEERING COMPANY Transportation Divisipn . . ' ' ' 24,..Hour Volume Plot ' . ' l El Camino Real· • • Between. Camino Vida Roble and Cassia Road Tuesday, August ;t, 2005 • 02 End Time Tue El Camino Real Between Camino Vida Roble and Cassia Road 01:00 112 02:0p 86 3250 03:00 57 "' <O 04:00 73 3000 N ., ., N 05:00 146 <O 2750 N 06:00 , 381 07:00· 1293 08:00 2252 09:00 2256 10:00 1839 · 11:Q0 1660 12:0Q 2031 13:00 2333 "' 2500 N <O ' "' "' "' "' "' "' N ~ N "' <O N N ;;; /:l N 2250 ;J; 0 "' "' N "' " 2000 "' 0 ., ., ~ ~ 0 r--<O ~ 1750 <O .~ ... "' 0 1500 "' ' .. N r--~ 1250 14:00 2165 15:00 19!)4 . 1000 r--<O 16:00 21125 17:00 · 2682 18:00 2863 19:00 1780 20:00 1117 r--.., 750 ,, "' <O <O ;;; r-- 500 '.., "' ., r-- N IL N 250 ~ <O r--"' ~.U ., "' r--■ ---0 ~ 21:00 767 22:00' · ,634 0 0 0 0 0 0 0 0 0 0 0 0 ~ 0 0 o· 0 ., 0 0 0 0 Is 0 9. 9. 9. 9. 9. 9. 9. ~ ~ ~ 9. 9. 9. 9. 0 9. 9. 9. 9. 9. 9. 0 0 N M .! ~ ~ ~ :: .~ ;! ~ $! ~ ro ~ !a ;;; ~ ,,;, <; 0 0 0 0 0 0 0 r N N 23:00 476 Time 24:00. 278 Total 31500 , ' ,. .:, Volumes repfesent combined totals of both directions. ENGINEERING COMPANY Trarisportati~n 'Qivision 24-Hour Volume Plot El Camino Real ·. Between Camino Vida Roble and Cassia Road , . . . ' I Wednesday,.Augu~t 3, 2005 03 End Time Wed El Camino Real Between Camino Vid~ 'Roble and Cassia Road 01:00 115 02:00 79 3250 03:00 62 . "' 0 04:00 70 3000 "' "' 05:00 127 06:00 375 07:00 1279 08:00 2208 09:QO 2347 10:00 1967 2750 2500 2250 ~ ~ 2000 .c "' "' ;: ,-.. "' ,-.. "' .,. ..,. ·"' ..,. "' "' "' "' "' 0 "' &j "' "' "' "' "' "' ~ gi ,-.. ~ "' (0 (0 "' "' "' ~ ~ ~ ' ,-.. ,-.. ~ 11:00 1961 ~ 17S0 > 12:00 2162 -0 1500 'It "' ,-.. "' "' 0 13:00 2533 1250 ~ "' ~ 14:00, 23.57 15:00 2089 1000 ..,. 00 "' 16:00 2264 750 "' (0 17:00 2471 18:qo 2905 19:00 · 1771 20:00 1208 500 250 0 ie <') "' ,-.. l ~ "' 0 "' ~ "' ~ • ,-.. (0 ,-.. • --,-.,. ...,. ...,. 21:00 814 22:00 658 0 0 0 0 0 0 ~ i;l 0 ~ 9. ~ 9. 9. 9. 9. 9. ~ m ~ ~ :< ~ 0 0 0 23:00 q35 Time 24:00 219 I Total I 3251s 1 "' "' "' • . . . . "' ;;; I • -Volume~ represent combined totals of ~pth directions. / CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 9 El Camino Real Between Arenal Road and Costa Del Mar Road 'Page 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 ENGINEERING COMPANY Transportation Division Volume Count Report -Location ................... El Camino Real: Arenal to Costa Del Mar . Location Code ............. 9 County ...................... San Diego Recorrler Set .............. 7 /25/05 00: 00 Recording· Start ......... 7 /26/05 00 ioo Recording End ............ 7 /28/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8709 Machine Number .......... 20309 Channel. ...•...•.•.........• A -Divide By .................. 2 Summation .......... _ ....... No Two-Way ................. · .... No T1;1esday 07/26/05 Channel: A Dfrection: N 0100 0200 0300 0400 0500 0600 0700 080009001000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100_2200 2300 2400 Totals 109 58 32 41 54 196 673 1214 1258 1132 1104 1275 1407 1440 1445 1653 1817 1796 1564 1221 982 .743 416 289 21919 43 23 7 ·5 8 21 87 246 300 305 263 318 338 407 342· 375 455 481 437 341 272 241 135 78 • 28 15 11 5 4 34 128 275 336 266° 263 291 348 339 365 390 459 457 · 407 332 228 185 115 64 15 9 5. 16 21 53 196 322 317 259 296 355 363 350 352 433 444 442 373 290· 228 169 82 83 · J 23 11 9 15 21 88 262 371 305 302 282 311 358 344 386 455 459 416 347 258 254 148 84 64 AM Peak Hour .. ; ............................ 11:30 to 12:30 1352 vehicles) AM Peak Hour Factor ..................... 95-. 2% PM Peak Hour ........... ,: .................. 16: 15 to 17:15 1843 vehicles) PM Peak Hour Factor ..................... 95. 8% ·_Wednesday 07/27/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 132 53 37 29 46 180 670 1157 1210 1159 1177 1238 1506 1348 1517 1595 1774 1840 1595 1222 883 762 527 278 21935 37 18 13 6 6 22 90 215 326 297 301 265 338 347 373 358 410 456 433 361 243 231 155 91 45 11 7 2 4 . 26 125 247 280 310 313 353 353 338 377 390 431 502 383 302 235 191 141 74 28 9 12 9 12 57 192 338 319 265 268 294 ~06 304 384 429 454 450 450 -307 216 186 116. 63 22. 15 5 12 24 75 263 357 285 287 295 326 409 359 383 418 479 432 329 252 189 154 115 50 AM .Peak Hour .. _ ........................ ; ... 11: 15 to 12 :15 1311 vehicles) AM Peak Hour Factor ...................... 92. 8% PM Peak Hour ......... •~·• ................... 16: 30 to 17:30 1891 vehicles) PM Peak Hour Factor ...................... 94.2% 'i '-' Volume Count Report Location· ....... , .••........ El Camino Real: Arenal to Costa-Del Mar Location Code ............ 9 County ...................... San Diego Reco:r:der Set··-········· 7/25/05 00:00 Recording Start ......... 7 /26/05 00: 00 Recording End ............ 7 /28/05 00: 00 Sample Time ....... -........ 15 Minutes Operator Number ......... 8709 Machine Number .......... 20309 Channel: ... , ....... , ........ , A Divide By, .. · ... , .. , ......... , 2 Summation .................. No Two-Way ..................... No Tuesday -!J7./26/05 Channel: A 01.00_0200 0300·U400·0500 0600 0700 0800 0900 1000 1100 1200 1300"1400 1500 1600 1700 1800 1900 2000 2100-2200 2300 2400 Totals 82 3T 37 43 121 422 1245 1905 1837 ·1549 1399 1471 1532 1432 1424 1573 1794 2030 1477 909 563 461 248 138 23729 32 .1J 7 5 23 67 189 435 452 432" 323 348 408 367 37\ 360 475 476 450 270 140 130. 77 37 11 5 12 7 23 71. 287 476 470 376 358 376 390 356 334 387 394 535 419 225. 145 132 57 43 12 9· 10 14c 41 123 337 491 469 359_ 335 369 371 360 378 435 468 515 313 225 146 94 57 34 27 12 8 17 34 161 432 503 446 382 383 378 363 349 341 391 457 504 295 189 132 105 57 24 AM Peak Hour ............................... 07:15 to 08:15 1922 vehicles) AM Peak Hour Factor ...................... 95. s'1i PM Peak Hour ............................... 17: 00 to 18:00 2030 vehicles) PM Peak Hour Factor ..................... 94. 9% Wednesday 07 /27/05· Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 92 30 34 44 126 406 1281 1911 1762 1541 1366 1569-1612 1493 1478 1668 1704 1929 1501 895 642 404 270 164 23922 24 8 5 6 18 52 215 458 467 393 331 366 422 392 345 396 399 474 427 250 195 110 105 52 22 9 7 7 25 90 289 478 432 372 350 392 418 378 377" 417 426 541 394 215 181 88 65 41 25 1i. 11 13 36 112 367 507 "446 396 339 409 391 363 396 413 471 471 340 226 141 90 ·46 ·a-1 21 7 11 18 47 152 410 468 417 380 346 402 381 360 360 442 408 443-340 204 125 116 54 37 AM Peak Hour ............................ •·•-07: 15 to 08:15 1920 vehicles) AM Peak ·Hom:: Factor~···················· 94. 7% PM. Peak Hour ........... --· ............. ··~17 :-00 to 18:00 ·1929 vehicles) PM Peak Hou:1: Factor .. -.................. 89.1% - r Weekly Summary Report Location ...................... -... El Camino Real: Arenal to Costa Del Mar Location Code .............•.... 9 County ..........•................. San Diego _ .Recorder Set ................... 7 /25/05 00: 00 Recording start .. > .......•...• 7 /26/05-OOs 00 Recording End ... -............... 7 /28/05 00: 00 Sample Time .......... : .......... 15 Minutes Operator Number ............... 8709 Machine Nuber ................... 20309 Channel. ..•..••.•................. A Recorder Mode ......•..•..•..... Volume Week of July 24, 2005 Channel: A Direction: N End-24 25 26 27 28 29 30 Wkday Daily Ti~ Sun Mon Tue Wed Thu Fri Sat _Avg. Avg. 01:00 109 13·2 121 121 02000 58 53 56 56 03:00 32 37 35 35 04:00 41 29 35 35 05:00 54 46 so so 06:00 196 180 188 188 ( 07:00 673 670 672 672 08:00 1214 1157 1186 1186 09:00 1258 1210 1234 1234 10:00 1132 1159 1146 1146 11:00 1104 1177 1141 1141 12:00 1275 1238 1257 1257 13: 00_ 1407 1506 1457 1457 14:00 1440 1348 1394 1394 15:00 1445 1517 1481 1481 16:00 1653 1595 1624 1624 17:00 lBl 7 1774 -1796 -1796 18:00 1796 1840 1818 1818 19:00 1564' 1595 1580 1580 20:00 1221 1222 1222 1222 21:00 982 883 933 933 22:00 743 762 753 753 23:00 416 527 472 472 24:00 289 278 284 284 Totals 2191.9 21935 2I927 2_1927 % Avg Wkday 100.0 100.0 % Avg Day ro-o.o 100.0 AM Peak Hour 12:00 12: 00 AM Count 1275 1238 PM Peak Hour 17-, 00 18:00 PM Count 1817 1840 ( · WeeklySummaryReport ( Loeation .•..........•......•..... El Ca.mine Real, Arenal to Costa Del Mar Location Code .................• 9 County .... : ..................•.... San Diego Recorder Se_t ................... 7 /25/05 00.:.00 -Recording Start ...•..........• 7 /2r:,/05-oo: 60 Recoraing End .................. 7 /28/05 00: 00 Sample Time .............•.......• 15 Minutes Operator Number ............... 8709 Machine Nuber .................. 20309 Channel. .....•.................... A Recorder Mode .. : ............... Volume Week of July 24, 2005 Channel: A Direction: End 24 25 26 27 28 29 30 Wkday Time Sun Mon Tue Wed Thu Fri Sat Avg. CH: 00 82 92 87 02:00 37· 30 34 03:00 37 34 36 04:00 43 44 44 05:00 121. 126 124 06,00 422 406 414 07:00 1245 1281 1263 08:00 1905 1911 1908 09:00 18·37 1762 1800 10:00 1549 1541 1545 11: OO· 1399 1366 1383 12:00 1471 1569 1520 13:00 1532 1612 1572 14:00 1432 1493 1463 15:00 1424 1478 1451 16, oo· 1573 1668 1621 1 7 ,-o-o 1794 i704 1749 18:00 2030 1929 1980 19: 00-1477 1501 1489 20:00 909 895 902 21:00 563 642 603 22:00 461 404 433 23: 0.0 248 270 259 24:00 1.3 8 164 151 Totals 23729 23922 23826 % Avg Wkday 99.6, 100-: 4 % Avg Day 99.6 100.4 AM Peak Hour 08-: 00 08:00 AM Count 1905 1911 PM Peak Hour 18:00 18:00 PM Count 2030 T929 s Daily J>_yg. 87 34 36 44 124 - 414 1263 1908 1800 1545 1383 1520 -1572 1463 1451 1621 1749 1980 1489 902 603 433 259 151 23826 ,'(' "\ ! ) ENGINEERING COMPANY TranspoTtalion Divisio11 · 247H6ur Volume Plot El Camino Real. Between Arenal Road and Costa Del Mar Road I ' Wednesday, July 27, 2005 27 End "fime Wed El Camino Real Between Arenal ~oad and Costa D~I Mar Road 01:bo . 224 02:00. 83 4500 . 03:00 71 4250 · 04:00 73 4000 0) "' ,_ 05:00 172 06:00 586 07:Q0 i~51 08:00 3068 09:00 2$72 10:00 2700 11:00 2543 12:00 2807 13:00 3118 3750 3500 3250 3000 ~ .!! 2750 u :;; 2500 m > 2250 -0 .. 2000 1750 a, "' ,_ "' ., ' "' "' "' a, N "' "' N ~ "' "' 0) 0 ,_ ~ 0) 0 "' 0) ,_ "' " 0) "' ' N 0 0 ~ N R "' "' "' "' ;t; "i ' ,_ ~ .; ~ 0) ' "' ~ "' f?l 14:00' 2841 15:00 2995 1500 1250 ~ "' . ., I ~ ~ 16:0Q 3263 1000 ,,_ 0) 11:bo 3478 18:00 3769 19:00 · ~096 20:00 ?117 750 500 250 0 "' ,_ a, ' "' "' ., ... "' "'· "' I "' ,_ "' ;:: "' ~ ■ a, ,_ ■ --~ 21:00 1525 22:00 1Hl6 0 0 O• 0 9. 9. ~ 9. ~ ;< 0 ; 0 ; 23:00 797 Time 24:00 ' 442 I Total l 4ses1: 1 • -Volumes represent combined totals of both directions. I ' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 10 El Camino Real · Between La Costa Avenue and Levante Street NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 ENGINEERING COMPANY Transportation Division "' Page 1 2 3 4 5 6 Volume Count Report Location ................. · .. El G:amino Real: La Costa Ave to Levante St Location Code ............ 10 County ...................... San Diego Recorder S.et ............. 7 /25/05 00 ,-o,o Recording Start .. : ...... 7/26/05 00:00 Recording End •...•....•.. 7 /28/05 oo: oo Sample Time ............•.. 15 Minutes Operator Number ......... 8710 Machine Number .......... 2 O 31 O Channel. .................... A Divide .By ................... 2 Summation .................. No Two-Way ...................... No Tuesday 07 /26/05 Channel: A Direction: N 0100 0200 0300 04.00 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals- 51 23 16 26 43 143 381 767 961 951 948 1207 1320 1244 1284 1492 1557 1480 1138 918 757 520 251 12r 17599 24 9 7 4 9 15 66 132 230 253 227 312 289 344 335 380 374 .390 338 271 216 170 78 30. 10 5 3 3 4 26 73 185 223 197 227 274 272 279 315· ..365 387 395 242 234 163 132 74 33 8 2 3 8 17 42 113 212 254 253 230 299 358 304 316 400 400 359 287 212 202 128 60 35 9 7 3 11 13 60 129 238 254 248 264 322 401 317 318 347 396 336 271 201 176 90 39 23 AM Peak Hour ... , ........................... 11: 00 to 12:00 1207 vehicles) AM Peak Hour Eactor ...................... 93. 7% PM Peak Hour ............................... 16: 30 to 17:30 1581 vehicles) PM Peak Hour Factor ..................... 98. 8% Wedn·esday 07/27/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 62 32 12 23 39 127 356 811 976 949 1011 1149 1378 1286 1335 1418 1532 1422 1196 891 699 492 282 152 17630 ·24 8 3 3 12 15 55 137 234 248 246 275 315 323 338 342 398 365 303 255 185 155 108 48 17 10 2 1 6 27 81 162 230 263 241 280 320 315 ·352 320 340 376 317 223 151 138 57 37 12-8-4 9 8 42 94 249 265 197 260 296· 337 302 ,338 412 398 325. 272 208 186 99 54 40 9 6 3 10 13· 43 126 263 247 241 264 298 406 346 307 344 396 '356 -304 205 177 100 63-27 AM Peak Ho,ur ............................... l.l: 30 to 12: 30 · 1229 vehicles) AM Peak Hour Factor ..................... 96. 0% PM Peak Hour ................................ 16 :30 to 17:-30 1535 vehicles)- PM. Peak Hour Factor ..................... 96 .4%' Volume Count Report Location ..... · .............. El Camino Real: La Costa Ave to Levante St Location Code ............ 10 County ................... : .. San Diego Recorder Set ............. 7/25/05 00 :00 Recording Start ......... 7 /26/05 00: oo Recording End ............ 7 /28/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8710 · Machine Number .......... 20310 Channel ..................... A .Divide By ...... , ........... 2 Summation .................. No Two-Way ..................... No Tuesday 07/26/05 Channel: A· Direction:-S 0100 0200 0300 0400-0500 0600 0700 0800 0900 1000 1100 1200 1300 1400-1500. 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 65 35 34 25 46 175 809 1573 1628 1320 1246 1329 1364 1363 1171 1193 1399 1551 1238 785 559 390 195 . 96 19589 22 12 9 5. 10 21 109 338 367 363 292 315 350 · 370 298 295 380 386 377 215 148 128 67 1ll 12 6 7 1 4 16 144 381 439. 313 327 354 360 370 270 303 316 387 318 201. 158 -109 45 . 36 12 7 13 7 11 60 239 ·407 404 276 312 296 367 329 309 256 360 369 293 191 143 87 43 25 19 10 5 12 21 78 317 447 418 368 315 364 287 294 294 339 343 409 250 178 110 66 · 40 16 AM Peak Hour ............................... 07:30 to 08:30 1660 vehicles) AM Peak Hour F-actor ..................... 92. 8% PM Peak Hour ............................... 17:00 to 18:00 1551 vehicles) PM Peak Ho.ur Factor ..................... 94. 8% Wednesday 07/27/05 Channel: A Direction.: .S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 59 37 24 34 53 168 852 1539 1523 1271 1187 1437 1486 1351 1249 1294 1429 1493 1202 814 567 352 215 103 19739 17 9 6 9 8 22 104 310 385 319 294 343 382 339 314 295 301 352 331 230 160 108 78 35 16 14 4 4 12 27 156 366 372 317 315 393 379 330 304 336 367 426 325 202. 181 83 58 25 13 8 8 11 12 -42 260 427 400 291 262 352 381 352 319 334· 373 379 298 198 127 72-35 26 13' 6 6 10 21 77 332 436 366 ·344 316 349 344 330 312 329 388 336 248 184 99 89· 44 17 AM Peak Hour ................. _ .............. 07: 30 to 08:30 16.20 vehicles) AM Peak Hour Factor ....................... 92. 9% PM Peak Hour .................. -........... 16: 45 to 17:45 1545 vehicle.s)' PM Peak Hour Factor ..... : .......... : ..... 90. 7% / . Weekly Summary Report Location .......................... El Camino Real: La Costa Ave to Levante St Location Code .................. 10 County ............................ San Diego Recorder Set ............... _ .... 7 /25/05 00: 00 Recor.ding ·Start ... : ........... 7 /26/05 00: 00 Recording End .•.......... .' ..... 7 /28/05 00: 00 Sample Time.' ........ , ........... 15 Minutes Operator Number ............... 8710 Machine Nuber ................... 20310 Channel. .......................... A Recorder Mode .................. Volume Week of July 24, 2005 Channel: A Direction: N End. 24 25 26 27 28 29 30 Wkday Daily Time .Sun .Mon Tue Wed Thu . Fri Sat Avg. Avg. . 01:00 51 62 57 57 02:00 23 32 28 28 03:00 16 12 14 14 04:00 26 23 25 25 05:00 43 39 41 41 06:00 143 127 135 135 0.7, 00 381 356 369 369 08:00 767 811 789 789 09:00 961 976 969 969 10:00 951 949 950 950 11:00 948 1oii 980 980 12:00 1207 1149 1178 1178 13:00 1320 1378 1349 1349 14:00 1244 1286 1265 1265 15:00 1284 1335 1310 1310 16:00 14:92 141-S 1455 1455 17: 00. 1557 1532 1545 1545 18:00 1480 1422 1451 1451 19:00 1138 1196 1167 1167 20:00 918 891 905 905 21:00 757 699 728 728 22:00 520 492 506 506 23:00 251 282 267 267 24:00 121 152 137 137 Totals 17599 17630 17615 17615 % ·Avg Wkday 99.9 100.1 % Avg Day 99.9 100.1 AM Peak Hour 12: 00 12:00 AM Count-1207 1149 PM Peak Hour 17:00 17:00 PM Count 1557 1532 Weekly Summary Reporf Location •...........•. ; .......... El -Camino Real: La Costa.Ave to Levante st· Location Code .................. 10 County ............................. San Diego Recorder Set .............•..... 7 /25/05 00: oo Recording Start ................. 7 /26/65 · 00: 00 Recording .Erid ..•............•.. 7 /28/05 00: 00 Sample Time ......... ; ...•.. ;, ... 15 Minutes Operator Number ... _ ............ 8710 Machine Nuber .................. 20310 Channel. ..................... .,.; .. A Reqorder Mode .................. Volume Week of July 24; 2005 Channel: A Direction: s End 24 25 26 27 28 29 30 Wkday Daily Time _sun Mon 'rue Wed Thu Fri Sat A.vg, Avg. -- 01:00 65 59 62 62 · 02: 00. 35 37 3·5 36 03:00 34 24 '29 29 04:00 25 34 30 30 ()5:00 46 53 so 50 06:00 175 168 172 172 07:00 809 852 · 831 831 08:00 1573 1539 1556 1556 09,00 1628 1523 1576 1576 10:00 1320 1271 1296 1296 11:00 1246 1187 1217 1217 12:00 1329 143·-7 1383 1383" 13:00 1364 1486 1425 1425 14: 00· 1363, 1351 1357 1357 1'5:00 1171 1249 1210 1210 16 :00 1193 1294 1244, 1244 17:00 1399 142-9 1414 1414· 18:00 1551 1493 1522 1522 19:00 1238 1202 1220 1220 20:00 785 814 800 800 21:00 559 567 563 563 22:00 390 352 371 . 371 23:00 195 · 215 205 205 24:00 96 103 100 100 Totals 19589 19.739 19664 19664 _% Avg• Wkday 99.6 100.4 % Avg Day 99.6 100.4 AM Peak Hour 09:00 08:00 AM Count 1628 1539 PM Peak Hour 18:00 18:00 PM Count 1551 1493 ENGINEERING COMPANY Trmisportdtion Division ™ 24-Hour Volume Plbt El Camino Real Between La Costa Avenue and Levaote Street Tuesday, July 26, 2005 -~$ End Time Tue El Camjno, Real Between La Co~ta Avenue and Levante Street 01:bo ' 116 02:00 58 3500 03:00 50 04:00 51 3250 "' ;;:; "' 0 0) "' 05:QO 89, 06:00 318 07:00 1190 08:00 2340 09:00 2589 10:00 2271 11:00 2194 3000 2750 2500 ., 2250 ~ :li 2000 .c . ~· > 1750 ~ .!; "' "' ' 0) r-"' "' "' "' "' "' "' "' "' "' "' "' 0 "' . "' "' "' "' "' . 'c/i r-., ;::: "' ~ ., . "' f:J 0) N - "' 0 ('.:: 12:00 2536 13:00. 2684 0 .. 1500 "' --0 ;;:; 0) ·~ ~ 14:00 2607 1250 . ~ '• 0 15:00 2455 1000 ;,;; 16:00 2685 17:09 ;!956 18:0p 3031 19:00 '2376 20:00 1703 750 500 250 0 ,_ - co "' -::i: ;;:; r- "' N ~ 0) ~ "' 0 ~ "' I ■ "' 'l' --,--.. 21:00 1316 22:00. 910 0 g g. 0 .. ~ ~ -:' 23:00 446 -Tirrje 24:0Q 217 I Total I 37188 I * -Volumes represent combined totals of both directions. . ---I . I -1 E,lj,GINEERINf,COMPAJ!IJ; TranSpoTtatio~ Division 1 '" 24-Hour Volume Plot El Camino Real ..... .· ~··:. . . . Setween La Costa Avenue and L:evante· Street Wednesday, July 27, 2009 47 End Tin,e, Wed El Camino Real Between L<1 Coi;t;i Avehue and Levante Street 01:00 121 02:00 69 3500 03:00 3(, 04:00 57 05:00 92 06:00 2~5 07:00 1208 08:00 . 2350 09:00 2499 3250 3000 2750 2500 0 2250 ~ ;1; <O "' "' ~ N "' ~ N N (0 r--~ "'· ;l5 "' a, (0 "' ., N "' "' 0 .,. N N "' "' N "' "' 0 "' N N N ~ N N N 10:00 2220 11:00 2198 12:do. 2586 13:00 2864 u :c 2000 ~ 1750 -0 .. 1500 "' 0 r--~ . "' (0 ' (0 0 N N ~ 14:00 2637 1250 ~ . 15:00 2584 1000 .,. ;l5 16:00 2712 750 r--17:00 2961 18:00 2915 19:00 23~8 20:00 1705 500 250 0 "' ill .,. "' N "' oi N 0) r--N 1-I ~ (0 "' ■ (0 "' ., Iii --..,_ ~. . 21:00 1266 22:00 844 23:00 497 Tirpe 24:00 255 I Tot.ii I 37369 I * -Volumes represent combined totals of both directions. . I I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 11 El Camino Real Between Levante Street and Calle Barcelona NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK .. · . ENGINEERING COMPANY Transportation Division '" Page 1 2 3 4 5 6 ( Volume Count Report -Location ................... El -Camino Real: Levante to Calle Barcelona Location Code ............. 11 County ............... : ...... San Diego ' -'Recorder Set ........ _ ... 7/25/05 00:00- Recording Start.-........ 7 /26/05 00: 00 Recording End ............ 7 /28/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8711 Machine Number .......... 20311 Channel. .................... A Divide By ................... 2 Summation •..... ,. ........... No Two-Way ..................... No Tuesday_ -07 /26/05_ Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800"0900 1000 1100 1200 1ioo 1400 1500 1600 1700 18001900 2000 2100 2200 2300 2400 Totals 51 23 21 25 35 11T 331 676 -867 862 897 1180 1286 1190· 1261 1461 1507 1469 1159 958 779 520 272 134 17076 23 8 9 5 8 -12-_63 112 179 212 248 301 279 328 325_ 369 388 378 346 280 217 160 86" 33 11 6 4 4 2 22 54 173-205 182 205 266 307 298 318 367 371 404 276 244 197 123 88 35 9 2 4 1 13 32 103 190 228 239 210 198 339 274· 2'dl 381 364 · 381 286 219 178 142 56 33 8 7 4 9 12 46 111 201 255 229 234 315 361 290 321 344 384 306 251 215 187 95 42 33 AM Peak Hour ............................... 11:30 to 12:30 1199 vehicles) AM Peak Hour Factor ..................... 95.2% PM Peak Hour ............................... 16:45 to 17 :-45 1547 vehicles) PM Peak Hour· Factor ..................... -95. 7% Wednesday 07/27/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800.1900 2000 2100 2200 2300 2400 Totals 64 32 16 20 36 112 304 708 864 915 960 1092 1327 1266 1301 1372 1505 1454 1217 899 738 508 301 163 17174 31 10 5 3 9 15 53 122 208 243 226 258 300 316 325 313 370 353 302 261 187 169 110 51 15 8 3-6 20 61 148 201 232 223 250 319 320 334 360 349 384 337 235 150 139 58 39 -10 7 ' 5 8 7 35 .85 224 231 199 260 280 350-297 330 379 394 ·371 -289 200 204 98 61 42 8 T 3 3-14 A2 105 214 224 241 251 304 358 333 312 320 392 346 289 203 197 102 72 31 AM Peak Hour ................................... 11 :-30 to_ 12: 30-1203 vehicles) AM Peak-Hour Facbm: ..... ;;-., ............ -94 : 3 % I'_M Peak Hour ...... _ ......................... 16-,30 to 1 7 : 3 o_ 1523 vehicles) PM Peak Hour Factor ...................... 96_. 6% Volume Count Report Location .................... El Camino Real: Levante to , Calle· Barcelona Location Code ............ 11 County ...................... sari Diego R,ecorder .-8.et .............• 7 /25/05 0.0: 00- . Record:lng Start· ......... 7/26/05-00:00 Recording End ............ 7 /28/05 00: 00 Sample Time ............... 15 Minutes Operator Number .......... 8711 Machine Number .......... 20311 Channel. .................... A Divide By ••.. -................. 2 Summation ...•.............. No 'Two-Way ..................... NO Tuesday 01 /26/o-s~ ChanneL: A Direction: S 0100 0200 0300 0400 0500·0600 0700 0800 0900 1000 11'00 1200 1'300-1400 1500 1600 1700 1800 -1900 2000 2100 2200 2300 2400 Totals 56 24 33 22 52 185' 809 _1558 1608 1363 1227 1334· 1343 1332 1131 1191 1345 1491 1221 756 524 366 183 86 19240 20 8 5 2 11 24 .119 336 374 357 308 325 340 374 -249-256 330, 371 364 · 216 146 122 57 19 11 9 2 5 21 141 385 419 360 314 340 361 336 283 305 331 357 293 194 148 105 45 30 9 6 13 6 15 59 248 389 429 294 298 304 356 344 299 301 324 365 303 J85 128 77 38 21 16 9 6 12 21 81 301 448 386 352 307 365 286 278 300 329 360 398 261 161 102 62 43 16 AM Peak Hour ............................... 07 :45 to 08:45 1670 vehicles) AM Peak Hou:t ~\ Factor ..•...................•. 93. 2% PM Peak Hour ............•.................. 17: 00 to 18:00 1491 vehicles) PM Peak Hour Factor ........ : ............ 93. T% Wednesda:y 07 /27 /05 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700.1800 1900 2000 2100 2200 2300 2400 Totals 54 34 23 31 54 185 834 1548 1540 1273. 1186 1378 1446 1314 1207 1252 1367 1409 1138. 767 538 317 192 102 19189 17 8 5 8 7 26 110 324 389 331 297 316' 349 324 300 273 283 339 318 220 148 98 73 31 15 11 4 4 11 -. 30 151 377 394 305 317 371 399. 314 270 337 353 390 279 175 170 76 52 28- 11 8 a 8 15 42 228 403 377 302 264 -356 367 343 309 335 34B 157 293 190 120 64 30 26 . 11 7 6 11 21 -87 345 444 080 335.. -308 335 331 333 328 307 385 323 248 182 100 79 37 17 AM. Peak Hour._ ............................. 07:30 to 08:30 -( 1630 -vehicles) AM Peak 'Hour Factor---· .................. 9·1.-8% PM Peak-Hour .. , ............................. 16 :45 to 1 7 :-45 1471 vehicles) PM Peak Hour Factor ..... ~·-··••-••.•·····.-· 94. 3% Weekly Summary Report ·Location ......................... El Camino Real: Levante to -Calle Barcelona ·Locati.on Code .. , ............... 11 County .........•.................. San Diego Recorder_Set ...........•....... _7/25/05 00_,00 Recording.-Start ..........•.... 7 /26/05 00: 00 Recording End ......... : ........ 7/28/05 00:00 Sample Time .....•............... 15 Minutes Operator Number .... ; ........... 8711 Machine· Nuber ..... ; ...........• 20311 Channel. .......•.................• A · Recorder Mode .. : .•............. Volume Week of July 24, 2005 Channel: A End 24 25 26 27 28 Time Sun J:i!on Tue Wed. Thu 01,00 -51 64 -02 :00 2.3. 32 03:00 21 16 04:00 25 20 05_: 00 35 36 06~00 112 112 07:00 331 304 08:00 676 708 09,00 867 864 10:00 862 915 11:00 897 960 12:00 1180 1092 13:00 1286 1327 14:00 1190 1266 15:00 1261 1301 16:00 1461 1372 17':00 1507 1505 18:00 1469 1454 19:00 1159 1217 20:00 958 899 21:00 779 738 22:00 520 508 ·23: 00 272 301 24:00 134 163 Totals 17076 17174 % Avg Wkday 99.7 l.0.0 .3· % Avg Day 9·9. 7 100.3 AM Peak Hour 12:00 .l2: 00 AM Count 1180 1092 PM Peak Hour 17:00 17:00 PM Count 1507 . 1.505 ., Direction: N 29 30 Wkday Daily Fri Sat ··Avg. Avg, 58 .58 2£ 28 19 'J.9 23 23 36 36· 112 112 318 3:18 '692 692 866 8-66 889 889 929 929 11'36 1136 1307 1307 1228 1228 1281 1281 1417 1417 1506 . 1506 1462 1462 1188 1188 929 929 759 759 514 514 287 287 149-149 1 7];25 17125 \ Weekly Summary Report Location ..... ··-·"" .. ····-· ... El Camino Real:-Levante to Calle Barcelona Location Code ..........•....... 11 County ............................ San Diego Recorder Set .............. _ ..... 7 /25'/05 00: O_Q_ ·Recording Start ..•... ,., .. "', 7/26/05 00 :-Q{>- Recording End ........ _: ......... 7 /28/05 -·oo: oo Sample Time ..................... 15 Minutes Operator Number .. , ............ 8711 Machine Nuber .... , ............. 20311 Channel. .........................• A Recorder Mode .................. Volume Week of _July 24, 2005 Channel: A Direction: s End 24 25 26 _ 27 28 29 30 Wkday 'time Sun Mon Tue Wed Thu Fri Sat Avg_. 01:00 56 54 :-55- 02: 00 -24 34 29 03:00 33 23 28 04:00 22 31 27 05:00 52-54 53 0-6:00 185 185 185- ·07 :00 809 · 834 -822 08:00 1558 1548 1553 09:00 1608 1540 1574 10:00 1363 1273 1318 11:00 1227 118-6 1207 12:00 1334 Ll78 1356 13:00 1343 1446 1395 14:00 1332 1314 1323 15:00 1131 1207 1169 16:00 lcl91 1252 1222 17:00 13·45 .l36T 1356 18: 00, 1491 1409 1450 19:00 12-21 1138 1180 20:00 756 767 762 21:00 524 538 531 22:00 366 317 342 2-3: oo" 18-3 192 188 24:00 86 102 94 ,. Totals 19240 19189 19215 % Avg Wkaay _ 100 .1 99:9 % Avg Day-·100 .1 99.9 AM-Peak Hour 09:00 08: 0-0 AM Count 1608 '1548 PM Peak Hour 18:00 13:00 PM Count 1491 1446 Daily Avg_ 55 2-9 28 27 53 185 822 1553 lc57-4 1318 1207 1356 1395 1323 1169 r222 1356 1450 1180 762 531 342 188 94 1921"5 . / mtlR19'" ENGINEERING 80MPANY · "Transporcbtion Div~ion ,1 24-Hqur Volume Plot. · El Camino Real • Between Levante Street and Calle Barcelona Tuesday, July 26, 2005 26 End Time Tue El Camino Real Between Levante Street and Calle Barcelona 01:00 107 02:00 47 3500 03:00 54 04:00 47 05:00 87 06:00 297 07:00 1140 08:QO 2234 09:bo '2475 3250 3000 2750 2500 w 2250 m 0 N (0 a, "' N ., . a, N N "' "' "' " (0 ~ (0 ,._ ;:;; N "' N "' 0 1/j "' N a, ., " "' "' "' "' "' 1/j N "' ~ "' "' ~ "' 10:00 2225 11:00 2124 I u :E 2000 m :>: 1750 -. ;;: ,._ ~ 12:00 2514 13:00 2629 14:QO 2522 0 .. 1500 1250 "' 0 0 "' ;;: ~ ~ ' . 15:~0 2392 1000 (0 ., ., 16:0p 2p52 17:00 2852 750 I "' "'. 18:00 2960 19:00 2380 20:QO 1714 500 250 0 f;; " ' 0 ,-. N "' I "' 0 ,._ " ,-. ,._ u ~ ., -" "' " -'-.,.. ~ ~ ~ ~ ~ 21:00 1303 8. m 0 ~ 22:00, 886 N 23:qo 455 Time 24:QQ 220 I · Total I 36316 I • -Vo/umef represent combined totals of b10th directions. I I ! End Time 01:00 02:00 03:00 04:00. 05:QO 06:00 07:00 08:00 09:00 10:00 · 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 24:00 I Total 24-Hour Volume Plot El Camino Real ' { Between Levante Street and C~lle Barcelona 27 Wed 118 66 3500 39 3250 51 90 3000 297 2750 1138 2500 2256 2404 .. 2250 " 2188 u :E 2000 " 2146 > 1750 -2470 0 .. 1500 2773 2580 1250 2508 1000 12624 750 2872 2~63 500 00 2355 259 ~ ~ 1~66 0 -1276 625 493 265 I 36363 I Wednesday, July 27,. 2005 El Camino Real Between Levante Str~et and Calle Barcelona ..,. o· (0 ~ <O 00 N 00 (0 N N ..,. ' N 00 "' ~ ~ ,_ "' N <D 0 (0 "' ;:;; "' "' - ' "' ,_ !:;; 0 0 00 00 ,_ <O 0 ~ N <O N Tin\• N "' ,_ (0 00 00 ..,. N N N (0 N "' <O "' N (0 (0 (0 ~ (0 ,_ N ~ 0 9. ;; ' <O N 00 "' "' ..,. <O ~· u • -Volumes represent combined totals of both directions. · < .• ,, ! i ~ ., .. '·,., ./ '-: ,, ('j CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 MID-BLOCK COUNT SUMMARY Number: 12 Location: Contents: Melrose Drive Between Palomar Airport Road and Rancho Bravado NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... Melrose Dr: P. A. R. to Rancho Bravado Location Code ............ 12 County ...................... San Diego Recorder Set ......... -.... 8/18/05 00: 00 Recording Start ......... 8/19/05 00: 00 Recording En~ ............ 8/21/05 oo :00 Sample 'Time ............... 15 Minutes Operat?r Number ......... 8712 Machine Number .......... 20312 Channel .....•................ A Divide By .................. 2 Summation ....... : .......... No Two-Way ..................... No Tuesday 07 /19/05 Channel: A -rrirection: N . 0100 0200 0300.0400 0500 0600 0700 0800090010001100 1200 1300 1400-1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 26 ' 15 7 14 28 103 273 591 564 406 333 332 393 445 365 468 416 417 279 218 135 93 72 52 ' 6045 5 2 ·3 6 4 11 40 102 158 104 79 81 89 150 96 106. 115 124 82 62 29 32 26 12 6 3 1 1 5 24 47 143 138 102 75 90 93 93 92 107 101 104· 77 60 40 27 16 _13 '· 8 6 4 5 26 82 156 135 93 85 73 117 103 98 142 101 107 71 52 32 12 15 17 7 4 2 3 14 42 104 190 133 107 94 88 94 99 79 113 99 82 49 44 34 22 15 10 AM Peak Hour ...................•........... 07:15, to 08:15 647 vehicles) AM Peak Hour Factor., ................... 85.1% PM Peak Hour ............................... 15: 15 to 16:15 477 vehicles) PM Peak Hour Factor ..................... 84. 0% Wednesday 07/20/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 30 17 12 11 28 113 285 613 551 396 371 394 419 389_ 371 480 423 442 299 210 167 114 84 61 6280 6 2 5 2 20 45 126 155 119 103 107 90 105 79 109 112 108 92 . 54 60 33 24 7 11 6 2 4 7 21 49 137 146 89 83 102 101 , 92 96 j07 107 106 59 62 36 20 29 17 8 3 3 3 9 28 78 147 141 8§ 95 · 85 115 93 91 150 110 112 88 51 35· 24 12 . 21 ·5 6 2 3 10 44 J13 203 109 102· 90 100 113 99-105 114 94 116 60 43 36 37 19 16 AM Peak Hour .............................•. 07: 3.0 to 08:30 651 vehicles). AM Peak Hour Factor ...................... 80. 2% PM Peak Hour ... ; .... ; ............. -......... 15: 15 to 16:15 483 vehicles) PM Peak Hour Factor ..................... 80. 5% / Volume Count Repo.rt Location .. -................ Melrose Dr: P. A. R. to Rancho Bravado Location Code ............ 12 County ................. : .... San Diego Recorder Set ............. 8/18/05 00: 00 Recording Start ...... ~ .. 0i19/05 00: 00 Recording End ............ 8/21/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8712 Machine Number .......... 20312 Cha=el .................... -A Divide By .................. 2 Summation .................. No Two-Way ..................... No 'ruesday .. -o.7/19/o.s Channel: A Di:r.ection: S- 0100 0200 0300 0400 0500il600 0700 08000900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300'2400 Totals 32 -20 14 11 17 92 350 380 399 331 279 298 387 380 311 371 524 678 415 275 264 212 136 ·52 6238 7 6 · 3 2 0 14 47. 91 91 98 75 61 107 96 68 83 107 183 115 74 67 65 42 16 11 3 2 5 4 8 73. 109 116 70 59 87 96 112 74 86 136 174 115 67 71 52 38 21 8 6 6 2 6 36 111 n 114 86 76 77 97 85 78 101 122 179 93 72 -65 61 36 11 6 5 3 2 7 34 119 103 78 77 69 73 87 87 91 101 159 · 142 92 62 61 34 20 14 AM Peak Hour ............................... 06: 3 6 to 07:30 430 vehicles) AM Peak Hour Factor ...•...............•. 90. 3% PM Peak Hour ............................... 16:45 to 17:45 695 vehicles) 'PM Peak Hour Factor ..................... 94. 9% Wednesday 07/20/05 Channel.: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 39 25 15 13 19 93 361 437 479 368 342 335 396 362 352 410 515 619 405 268 250 171 125 78 6477 11 9 6 3 3 10· 47 98 108 91 76 85 107 102 86 101 124 154 121 79 56 58 39 21 13 5 5 3 7 12 n 126 116 91 70 92 96 87 87 87 118 171 121 54 68 40 23 29 9 9 3 4 4 .34 128 109 1?7 84 98 81 102 95 -.95 125 137 149. 74 70 60 49 33 17 6 2 -1 .3 5 37 109 104 128 102 98 77 91 78 84 97 136 145 89· 65 66 2.4 30 11 AM Peak .Hour .......... ; ...........•.. ··--·. 08: 00 to 09:00 479 vehicles) AM Peak Hour Factor ..................... 93 .6%. PM Peak Hour •........................ · ....... 1 7 : 0.0 .. to 18: O·O· . 61-9 vehicles) PM Peak Houl'Factor .... · .................. 90. 5% ,. ' Weekly Summary Report Loca.tion ...................... ~ •. Melrose Dr: P. A.-R. to Rancho Bravado. Location Code .•................ 12 County ............................ San Diego Recorder Set ..... .-............. 8/18/05 00:00 Recording Start ............... 8/19/05 _ 00:00 Recording End •.. -............... 8/21/05 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8712 Machine Nuber .................. 20312' Channel. .......................... A Recorder Mode .................. Volume -Week 9f July 17, 2005 Channel:_ A Direction: N End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue Wed Thu Eri Sat Avg. Avg. 01:00 26 30 28 28 02 :00 15 17 16 16 0"3: 00 7 12 10 -10 04:00 14 11 13 13 05 :0-0_ 28 28 28 28 06:00 103 113 108 108 07: 00 273 285 279 279 08:00 591 613 -602 602 09-:00 564 551 558 558 10:00 406 396 401 401 11:00 333 371 352 352 12 :.00 332 394 363 363 13:00 393 419 406 406 14:00 445 389 417 417 15:00 365 371 368 368 16:00 468 48.0 474 474 17:00 416 423 420 420. 18:00 417 442 430 430 19:00 279 299 289 289 20:00 218 210 214 214 21:00 135 167 151 151 22:00 93 114 104 104 23:00 72 84 78 7-8 ,l4:00 52 61 57 57, Totals 6045 6280 6163 6163 --% Avg Wkday 98.1 1-01. 9 .. 0 Avg Day 98.1 101. 9 A:M Peak Hour 08:00 -08: 00 AM Count 591 613 PM-Peak Hour 16:00 16:0-0 ,_ PM Count 468 480 ' ' Weekly Summary Report '- Location ............ _ ........... Melrose Dr: P. -A. R. to Rancho Bravado Location Code .................. 12 County ............................ San Diego Recorder Set ................... 8/18/05 00: 00 Recording Start ............... 8/19/05 00: 00 Recording End .................. -8/21/05 oo: oo Sample Time ..................... 15 Minutes Operator Number ............... 8712 Machine Nuber .................. 20312 Channel. .......................... A Recorder Mode .................. Volume Week of July 17, 2005 Channel: A Direction: S End 17 18 19 20 21 22 23 Wkday Daily Time Bun Mon Tue Wed Thu Fri Sat Avg. Avg. 01: 00-32 39 36 ·36 02:00 20 25 23 23 03:0ff· 14 15 15 15 04:00 11 13 12 12 05.:00 17 19 18 18 06:00 92 93 93 93 07: 0:0 350 361 356 356 08:00 380 437 . 409 409 09:00 3.99· 479 439 439 10:00 331 368 350 350 11:00 279 342 311 311 12:00 298 335 317 317- 13: 00 . 387 396 392 392 14:00 380 362 371 371 15:00 311 352 332 332 16:00 371 410 391 391 17:00 524 515 520-520 18:00 678 619 649 649 19:00 415 405 410 410 20:00 275 268 272 272 ·21:00 264 250 257 257 22:00 212 171 192 192 23:00 136 125 131 131 24:00 62 78 70 70 ·Totals 6238 6477 6358 6358 "' 0 Avg Wkda-y-98.1 101.9 % Avg Day 98.1 1·01. 9 AMc"Peak Hour 09 :_00 09: 00. AM Count 399 479 PM Peak Hour '18 :.00 18:00 PM Count 678 619 ENGINEEE.ING COMPANY Trarisporuztion Division '" 24-Hour Volume Plot · Melrose Drijve •• Between Palomar Airport.Road and Rancho Bravado ' ,. I. Tuesday, July 19, 2005 ' I, 19 End Time Tt~e Melrose Drive· Between Pal~mar ~irporj: Road,11nd Rancho Bravado 01:00 , 58 02:00 35 1500 03:00 21 1400 04:00 25 05:00 45 1300 ' 06:00 rn5 1200 "' a, 0 07:00 623 1100 ,- . 08:QQ 971 09:00 963 10:00 f37 11'00 612 12:00 630 1000 .. " u 900 :E " 800 > -0 70~ .. ;: "' 0 co a, "' "' ' "' "' "' 0 N "' ., .,. ,_ ., "' ,_ ,_ co <I; "' 0 ,_ co N ~ "' co co co co 13:00 780 600 "' 14:00 825 500 a, "' a, 15:00 676 400 a, ' "' "' 16:00 839 0 "' 17:00 940 18:00 1095 300 200 "' ., a, 0 ,-N "' ,- 19:00 694 20:00 493 100 0 ., oh ,- "' ~ "' "' 1" "' "' I!! -N --c,, ~ ~."r ~ ~ c,, ~ ~ C,,, 21:00 399 22:00 305 0 0 ~ ·~ O' 8 ~ ~ 23:00 '208 Time 24:00 114 Total 12283 ' ' • -Volumes represent combined ~otals of both directions. 'I I '" ' ENGINEERING COMPANY 24-Hour Volume Plot Melrose Drive • 'Transportarion pivision ·Between Palomc;tr Airport Road and Ranch,o Bravadq I . . . , . . , W~dnesday, July 20, ~005 2Q' End Time Wed Melrose Drive Between Palomar Ajrpcirt Road imd Rancho Bravado 01:00' '6~ 02:(Jo 42 1500 ',. . 03:00 27 04:00 24 1400 ' 05:00 47 1300 06:00 206 07:Q0 646 1200 1100 0 0 'ib "' 0 "' 0 , ~ O· ~ ~ 08:00 1050 09:00 1030- 10:00 764 11:00 713 12:00 729 1000 "' ., u 900 :c ., 800 > -0 700 .. ., , 0 "' "' 0) "' ., ... ~ ., +-"' "' "' "' "' .. N .. N ... "' ,=;. .. .. 0 .. .z , , 13:00 815 600 ., 14:00 751 500 .. ... .. -~ 15:00 723 16:00 890 400 ... "' ., 17:00 968 18'00 10p1 300 200 "' N "' 0 0 N N en "' ~ 19:00 704 20:00 478 100 0 lll N .. ;Ii !;;: I ■ ... N ---~ ~ 21:00 417 22:Q0 285 23:bo 209 Tlrne 24:00. 139 I Total' j 12757 I l " -Volumes represent combined totals.of both directions. '~ -· / ' I I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 13 Carlsbad Boulevard Between Mountain View Drive and State Street NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Dfr,ision '" Page 1 2 3 4 5 6 '-- -- Volume Count Report Location.u ................ Ca-rlsbad Blvd: Mtn View to-State. St. Location Code ............. 13 County ........•............. San Diego Recorder Set •...... -•..... 7 /12/-05-00: 00 Recording-Start .. _. ...... 7 /13/-05 oo-, oo Recording End ............ 7/15/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8713 Machine Number .......... 20313 Channel ..................... A Divide By ................ -.. 2_ Summation .................. No Two-Way ...... -............... No Wednesday 0-7 /13/05 -Channel: a_ Direction: _N- 0100 0200 0300 0400 0500 0600 0700 oioo 090010001100 1200 1300 1400 j500 16001700-18001900 2000 2100 2200 2300 2400 Totals 63 34 21 9 14 30 97 --201 272 297 338-375 475 476 520 573 704 754 581 431 331 250 168 -109 7123 19 8 7 0 3 5 B 41 54 _54 65 93 100 122 122-12!!-185 180 175 122 101 77 52 28 · 16 7 6 3 3 _16 44 73 68 84 96 129 149 131 138 167 205 136 123 89-62 42 24 14 10 5 -3 7 9 31 60 70 74 85 97 114 108 131 157-186 195 136 93 77 42 44 24 14 9 3 3 3 13 37 56 75 91 104 89 132 97 136 150 166 174 134 93 54 69 30 33 AM Peak Hour ............................... 11: 30 to 12:30 415 vehi-cles) AM-Peak Hour Factor ..................... 80. 4% PM Peak Hour ............................... 17:00 to 18:00 754 vehicles) PM Peak Hour Factor ........ : ............ -92.0% ~ Thursday-· 'O"l /14/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 61 31 18 8 15 36 1,14 207 255 314 348 402 471 459 546 548 744 682 669 494 434 299 194 102 7551 23 2 4 3 4 6 19 48 52 71 87 105 119 98 149 150 .172 178 192 120 118 97 50 35 12 11 6 4 0 5 27 57 72-67 81 98 112 104 140 180 225 163 169 126 126 83 52 25 13 6 4 0 -3 11 29 43 68 _ 81 84 92 124 116 114 163._ 144 148 163 130 94 -63 48 25 13 12 4 1 -8 -14 39 59 63 95 96 107 116 141 143--155 203 193 145 ua 96 56 44 16 AM Peak Hour.-.....................•....... 11: 30 to 12:30 430 vehicles) AM Peak Hour Factor_ ......... ·-··-·-· ....... -9 0-.3 % PM Peak Hour ••H••···················,····· 16: 15 to 17-c1-5 750 v-ehic].es) PM Peak Hour Factor ..................... 83. 3% Volume Count Rep_ort Location ................... Carlsbad Blvd: Mtn View to State St. Location Code ............ 13 County ...................... San Diego _Recorder Set .........•.... 7/17/05 00:00 Recording Start ..... ;.-.. 7/13/05 · 00: 00- Recording End ............ 7/15/05 00:00 -s·ample Time ... : ........... 15 Minutes Operator Number ......... 8713 Machine Number .......... 20313 Channel. .......... ··~ ........ A Di:vide By .................. 2 Summation ................... No Two-.Way ..................... No · Wednesday .07 /13/05 Channel: A · Directi:on: S 0100 0200 0300 0400 0500 0600·-0700 0800 0900 1000 1100 1200°1300 1400 1500 1600 1700 1800 1900.2000 2100 2200 2300 2400 Totals 36 21 16 19 -19 101 560 569 490 377 477 481 540 570 552 ~69 545 588 467 339 "264 228 122 , 72 7922 9 7 4 11 70 134 144 99 · 103 109" 122 130, 157 124 137 165 135 78 87 73 46 24 11 9 3 5 -3-8 129 151 118 98 119 105 138 157 147 101 149 154 99 80 73 56 28 13 7 5· 3 -5 9 34 181 139 120 86 100 127 127 131 122 112 119 134 115 .112 -51: 44 28 19 9 6 3 5 6 48 180 145 108 94 155 140 153 152 126 132 140 135 118 69 53 55 20 16 AM Peak Hour ............................... 06: 30 to 07:30 646 vehicles) AM Peak Hour F,actor ........... ·-·· ...... 89. 2% PM Peak Hour .............•... _ .............. 13: 15 to 14:15 597 vehicles) PM "Peak Hour Factor ..................... 95. T% Thursday 07/14/05 Channel:. A Dire'Ction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals_ 35 26 17 11 17 103 560 657 535 379 436 730 731 581 532 533 579 630 527 381 309 217 139 76 8741 10 7 5 2 1 18 72 156 184 87 98 117 221 159 138 128 147 146 145 113 100 64 48 26 8 3 3 5 2 15 131 153 J37 "109 103 164 198 1"9 133 138 162 167 142 103 68 56 40 15 7 5 5 -3 7 26 159 183" 112 83 120 241 145 144 ·-131 11, 138 170 131 85 _66 52 28 21 10 11 4 1 7 44 198--165 ·102-100 115 208 167 139 130 150 132 14T 109 -BO~ 75 45 23 14- AM Peak Hour ................. · ....•........... 11: 30 to 12:30 868 vehicles) A:M Peak Hour Factor ............. ··-..... 90. m· PM Peak Hour .................•.............. 11:45 to 12·: 45 772 vehicles) -PM Peak Hour Factor ............ ." .. : ..... 87 .3% Weekly Summary Report Location: ......................... Carlsbad Blvd: Mtn View to .State st. Location Code .................. 13 County .....•..... , ................ San Diego Recorder Set ............•....... 7 /12/05 00_: OD Recording Start ...... , ......... 7/13/05 00 :cD0° Recording End .................. 7 /15/05 oo: oo Sample Time •.•.................• 15 Minutes Operator Number .•..•.......... 8713 Machine Nuber •................. 20313 Channel. ...•.. : ................... A Recorder Mode ...............•.. Volume Week of July 10, 2005 Channel: End 10 11 12 13 14 Time Sun Mon Tue Wed Thu. 01:00 63 61 02:00 34 · 31 03: 00. 21 18 04:00 9 8 05:00 14 15 06:00 -3D 36 07,00 97-114 08:00 201 207 09:00 272 255 10:00 297 314 11:00 338 348 · .12: 00 375 402 13:00 475 471 14:00 476 459 15:00 520 546 16·,.oo 573 648 17:00 704 744 18:00 754 682 19:00 581 669 20:00 431 494 21:00. 331 434 22:00 250 299 23 :..00 168 194· 24:00 109 102 C Totals 7123 7551 % Av~ Wkday 97.1 102.9 % Avg Day 97.1 102.9 AM Peak Hour 12:00 12:00 AM Count 375 402 PM Peak Hour, 18:00 17:00 PM Cou.nt 754 744 A Direction,: 15 16 Wkday Fri Sat Avg .. 62 33 20 9 15 33 106 204 ·264 306 343 389 473 468 533 611 724 718 625 463 383 275 181 106 7337 N Daily ~ Avg,. 62 3·3 20 9 lS 33 106 204 264 306 343 389 473 468 533 611 724 718 -625 463 383 275 181 106 7337 Weekly Summary Report Location .•........................ Carlsbad Blvd: Mtn View to State St.· Location Code .•. , .............. 13 County ....•................•. :: ... San Diego Recorder Set ................... 7 /12/05 00: 00 Recording Start ........... , ... 7/13/05 00: 00 Recording End: ................. 7/15/05 . 00:00 Sample Time ..................... 15 Minutes Operator Number ...... _ ......... ·8713 Machine Nuber ................. , 20313 Channe_l. .......................... A Recorder Mode ...... ; ........... Volume Week of July 10, 200.5 Channel: A Direction: s End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri sat-Avg. Avg. 01:00 36 35 36 36 02 :-0.0 21 26 24 24. 03:00 16 17 17 17 04:00 19 11 15 15 05:00 19 17 18 18 06:oo· 101 103 102 102 07:00 560 560 560 ·560 08:00 569 657 613 613 09:00 490 535 513 513 10:00 377 379 378 378 11:00 477 436 457 457 12:00 481 730 6.06 606 13:00 540 731 636 636 14:00 570 581 576 576 15:00 552 532 542 542 16:00 469 533 501 50:L . 1'.7: 00 545 579 562· 5.62 18:00 588 630 609 609 19:00 467 527 497 497 20:00 339 381 360 360 21:00 264 309 287 287 22:00 228 217 223 223 23:QO -l22 139 131 131 24:00 72 76 74 74 7I'otals • 7922 8741 8332 8332 % Avg Wkday 95.1 104.9 • 0 '5 Avg·Day 95.1 104.9 AM Peak Hour 08:00 12:00 AM Count ,( 569 730 PM Peak Hour 18:00 13:00 PM Count 588 731 . ENGINEERING COMPANY Tra1lSporuuiori D1\•isiO~ :24 ... Hour Volume Plot Carlsbad. B.ou:leva.rd .. Between Mountain View·Drive and State Street Wednesday, July 13, 2005 " 1~ End Tim~ Wed Carlsbad Boulevard Betw~en Mountain View Drive and State Street 01:00 99 02:00 55 2006 03:00 ~7 04:00 28 05:06 33 1750 06:00 131 07:00 657 08:00 · 770 09:00 ?62 10:00 674 11:00 815 12:00, 856 . 13:00 1015 14:00 1046 15:00 1072 16:00 1042 1500 "' ... a, "' ~ ~ "' ., 1250 (0 "' a:, u 1h ,_ "' ... 0 ... ... :c ~ 0 0 0 ., 0 ~ ~ ~ "> ~ :i ~000 (0 "' U,· 0 N .; a:, 0 R: (0 ,_ to I'-. ... ,_ 750 ,_ "' (0 (Q a, "' ., ,_ 500 ... . 0 17:00 1249 18:Q0 1342 19:00 1048 20:00 770 a, "' 250 ~·· .; .,. Li a, ~ a, "' ,_ a:, "' I ■ "' "' N "' -. 0 ...,_ ..... '-,-'-,-'-,-...,_ 21:00 595 22:00 478 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ 0 0 0 0 0 0 0 0 0 9. 9. ~ 9. 0 0 0 ~ ~ 9. 9. ~ ~ ~ 9. 9. 9. 9. • C?. 9. ~ 9. 9. 0 N ~ ii . id " 0 ~ ~ :: ~ ~ ('3 ;;; :,l, v 0 0 0 0 0 0 0 ~ N N 23:00 290 · Tim~ 24:00 ' 181 I Total I 15045 I • -Volumes represent combin_ed totals of both directions, r ' ' ENGINEERING COMPANY Transportac'ion pivision ,M 24-Hour Vol um~ Plot Carlsbad Boulevard Between Mountain View Drive and State Street Thursday, July 14, 2005 ' 14' End Time Thur Carlsbad Boulevard Between Mountain View brive and State Street' 01:00 96 · 02:00 57, 2000 03:00 35 -" 04:00 19 1750 05:00 32 06:00 139 07:00 674 08:00 864 09:00. 790 10:00 693 1500 0 1250 -1l :c "' "' "' "' ;;; "' .; ~ ~ <O "' 0 a, "' ~ "' ~ "' ~ ~ ~ 0 .... ~ ~ ;g 0 ~ 11:00 784 12:00 1132 13:00 1202 14:00 1040 ~ 1000 ~ 0 ... 750 ~ 1/; "' .... "' 0 ;/; . "' a, "' ;;: .... "' .... "' a, .... <O <O <O 15:00 1078 ~-"' 16:00' 1181 500 "' "' 17:00 1323 "' "' 18:do 1312 250 a, .... "' ~ 19:00 1196 20:00 875 0 <O ~ u a, lo "' a, "' -L ■ -"' ~ z ' c.,. c.,. c.,. ...,: 21:00 743 22:00 516 0 ~ 0 0 0 ~ 9. <l 9. ~ m m 0 ~ 0 o, .- 23:00 333 Time 24:00 178 Total 16292 " -Volume$ represent combined totals of both directions. . . ' . ,'" '' ,, ' " .,, '' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 14 Carlsbad Boulevard Between Cannon Road and Cerezo Drive NB 15 Minute Volume Coun_t Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 ENGINEERING COMPANY Transportation Division '" Page 1 2 3 4 5 6 Volume Count Report Location ....•• · ............. Carlsbad Blvd: Cannon ·Rd. to Cerezo Dr. Location Code .. : ......... 14 County ...................... San Diego Recorder Set ............. 7/12/05 00:09 Recording Sta:rt ......... 7/13/05 00: 00 Recording End ............ 7 /15/05 00: 00 Sample· Time ............... 15 Minutes Operator Number ......... 8714 Machine Number .......... 20314 Channel ..................... A Divide By .................. 2 Summation ..... ., ........... No Two-Way ..................... No Wednes-day 07/13/05 Channel.::: -A Direction: N co100·0200 0300 0400 0500 0600 0700 0800 0900 1000 11()0.1200 1300 1400 1500 1600 1700 1800·1900 2000 2100 2200 2300 2400 Totals 35 23 6 6 14 26 121 221 266 361 397 459 623 597 593 731 677 926 702 473 303 168 131 72 6155 5 9 ·1 3 5 0 15· 53 61 84 84 95 137 .153 145 170. 179 260 195 141 64 45 42 24 13 6 5 0 3 4 27 . 43 52 73. 103 115 160 152 166 166 256 220 173 127 61 65 32 16 6· 3 1 2 3 7 29-57 72 · 100 95 143 161 155 143 192 211 244 167 117 66 44 32 17 9 5 1 1 3 15 47 66 61 104 115 106 165 137 137 203 229 204 167 66 70 34 25 15 AM Peak Hour .......................... , .... 11:30 to 12:30 546 vehicles) AM Peak Hou,;--Pactor ..................... 85. 3% PM Peak Hour .............. , ................. 16: 15 to 17:15 958 vehicles) PM Peak Hour Factor ..................... 92 .1% Thursday 07/14/05 Charin_el: A Direction: _N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 42 24 7 10 11 39 137 219 301 365 422 514 551 563 629 752 696 965 660 563 396 244 169 60 6761 15 10 4 2 2 . 5 19 45 74 65 94 136 141 125 161 170 225 220 256 151 129 56 54. 15 11 6 1 5 3 7 31 46 56 78 98 116 136 144 152 209 231 250 232 166 109 77 42 19 6 .5 0 2 2 10 -47 64 60 107 104 135 147 146 162 166 209 246 190 _136 91 65 32 14 1Q. 3 2 1. 4 17 40 62 69 115 126 125 125 146 154-207 233 249 162 126 67 44 41 12 ·AM Peak Hour.-............................... 11:30 to 12: 3 0-( ,. 539 vehicles) AM Peak lfour Factor ..................... 95 •. 6% · PM Peak .lfour ................................ 1 7 : 15_ .to 18:15 1001 vehicles-) PM Peak Hour-Fact:;or ...................... 97. 8% Volume Count Report Location .... · .... · ...... ., ... Ca:rlsbad Blvd: Cannon Rd. to Cerezo· Dr. Location Code ............ 14 County ...................... San Diego Recorder Set ........•.... .7 /12/05 00: 00 Recording Start ......... 7 /13/05 oo: oo Recording End ............ 7 /15/05 00: 00 Sample Time ................ 15 Minutes Operator Number ......... 8714 Machine Number .......... 20314 Channel ..................... A _ D:Lvide By .•....... , ......... 2 Summation ...........•....... No Two-Way ..................... No Wednesday 07£~3/05' Channel: A Direction: S 0100 0200 o:iou 0400-osoo-0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600-1700. 1800 19002000 2100 22002300 2400 Totals 34 16 10 a 19 108 756 871 636 517 515 571 617 683 655 623 650 636 502 412 317 233 117 69 9575 13 7 c6.-2 2 12 81-228 166 127 121 . 139 153 158 165 176 147 160 131 111 7T 75 38 . 17 7 2 0 2 5 16 153 211 189 117 125 133 144 174 163 141 148 166 120 106 95 49 30 21 5-4 3 2 4 31 244 222 163 130 145 139 149 172 162 152 17& 163 131 98 69 57 26 20 6 3 1 2 8 49 278 210 118 143 124 160 171 179 165 154 177 147 120 97 76 52 23 11 AM Peak Hour ............................... 06: 30 to 07:30 961 vehicles) AM Peak Hour -Factor .................•... 86. 4% PM Peak Hour ............................... 13: 15 to 14:15 690 vehicles) PM Peak Hour Factor ..................... 96. 4% .Thursday 07/14/05 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 36 25 17 11 18 98 745 1108 821 499 731 1192 1181 906 668 900 1095 1010 653 478 380. 259 154 63 13048 12 8 4 4 2 16 73 247 313 109 149 245 289 262 180 1&4 258 266 190 134 107 85 64 23 10 7 5 2 4 11 151 242 192 117 168 312 319 231 148 205 312 262 163 113 116 66 40 9 8 5 4 __ 3 3 21 237 295 194-147 17-9 308 312 233 185 247 264 257 143 130 86 56 29 19-- 6 5 4 2 9 50 2&4 324 122 126 235 327 261-180 155 264 261 225 157 101 71 52 21 12 AM Peak Hour ........ ·•·-•· ..... ··-··.---•-... 11: 30 to 12., 3 ff 1243 vehicles) AM Peak -=Hour -Factor ..................... 95. 0% PM Peak Hour .................. ·-·· .......... 11: 45 to 12:45 1~47 ·vehic-les) .EM-l'eak Hour Fa-c.tor ........... , ......... 95. 3% i Weekly Summary Report Location ...................... , .. Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code ...........•.....• 14 ·county ..............•............. San Diego Re=der Set-•.................• 7,/12/05 00: 00 -Recording Start ...... ~.;; ..... 7/13/05 00-,00 Recording End ....•......•...... 7 /15/05 00: oo Sample Time ..................... 15 Minutes Operator Number ............... 8714 Machine Nuber .................. 20314 Channel. ..•..•.......•............ A Recorder Mode .•......•......... Volume Week of Jul_y 10, 2005 Chan_nel: A Direction: N End 10 11 12 13 14 15 16 Wkday Daily Time _Sun Mon Tue Wed Thu Fri Sat Avg_._ Avg. 01:0Q 35 42 39, 39 -02: QO 23 -24 24 24 03-, 00 8 7 8 8 04:00 6 10 8 8 05 ::OO 14 11 13 13- 06:00 26 39 33 33 07:00 121 137-129 129 08:00 221 219 220 220 09:00 266 30Jc 284 284' 10:00 36l 385 -373 373 11:00 397 422, 410 410 12:00 459 514 487 487 13:00 623 551 587 587 14:00 597 563 580 580 15, oo· 593 629 611 611 -16: 00 _ 731 752 742 742 17:00 877 9:99 888 888 18:00 928 965 947 947 19:00 702 860 781 781 20:00 473 583 528 528 21:00 303 396 350 350 22:00, 188 244 216 216 -23: 00 131 169 150 150 24:00 72 60 66 66 Totals 8155 B7Jn 8468, 846B "% -Avg Wkda:y 96.3 103.7 % Av,s Day 96-.-3 103.7 AM Peak Hour_ 12:00 12:00 AM Count 459 514 PM Peak Hour 18:00 18:00 PM Count 928 -965 Weekly Summary Report Location ......................... Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code •...........•..... 14 County •............ · ............... San Diego Recorder Set ·--···············•·7/12/05 00:00 Recording Start ....•...•...... 7 /13/0~ ·o-o·: oo Recording End .................. 7 /15/05 00: 00, Sample Time .................. _ ... 15 Minutes Operator Number ............... 8714 Machine Nuber .................. 20314 Channel •.••....................... A Recorder Mode .•................ Volume Week of July 10, 2005 Channel: End 10 11 12 13 14 Time .sun Mon Tue Wed 'I'hu 01:00 34. 36 02:00 16 25 03:00· . '1.0 17 04:00 8 ll ··OS:00 . .19 18 06 :0.0 108 98 07:00 756 745 08:00 871 1108 09:00 636 821 10:00 517 499 11:00 sis 731 12:00 571 1192 13: 0.0 617 1181 14:00 683 906 15:00 655 668 16:00 623 900 17:00 650 1095 18: 00. 636 1010 19:00 502 653 20:00 4i2 478 21:00 317 380 22:00 233 259 23:00 117 15·4 24.:0U 69 63 Totals-9575 13048 %-Avg Wkday 8.4, 6 7:.IS.4 % Avg Day 84.6 115.4 ]1_1111 Peak Hour 08:00 12:00 AM Count 871 1192 PM Peak· Hour 14:00 13:00 PM Count 68T 1181 A .Direction: 15 16 Wkday Fri Sat Avg. 35 21 14 10 19 103 751 990 729 508 623 882 899 795 662 762 ·873 823 578 445 349 246 136 66 -11312 s Daily Avg,. 35· 21 14 10 19 103 751 990 729 508 623 882 89.9 795 662 762 873 823 578 445 349 246 13·5 66 11312 13 EndTiine Wed 01:po 69 02:tjo 39 03:00 18 · 04:00 ' 14 05:00 33 06:00 1:j,! 01:bo 877 08:00 1092 09:00' 90? 10:00 878 11:0(l '912 12:QO · 1030 13:00 . 1~40 · 14:00 '1280 15:00 1248 16:00 1,35,4 17:00 1527 18:00, 1564 19:00 1204 20:00 8~5 21:00 620 22:00 _421 .23:00 248 24:od 141 . I Total 111130 I 24,Hour Volume Plot, Carlsbad Boulevard • . . Between Cannon Road and CerezQ Drive -Wednesday, July 13, 2005 Carlsbad Boulevard Between Cannan Road am;! Cerezo Drive 2000 ' 1750 r-$ I "' "' "' . ~ ~ 1500 ~ 1250 m 13 :c :l! 1000 0 .. ... 0 "' "' "' 0 . "' ~ ... "' ... ... "' ~ "' 0 "' ... ~ ~ a, 0 0 ,, ~ "' ' 0 "' ~ r-"' "' "' 0 ~· r-a, r-"' "' "' "' ' 750 O· ·' "' "' 500 " "· ... "' 250 0 ' -~ ... 1i "' a, ~ "' a, 00 -;! "' I,_ • "' ~ "' ' . --"-T ',-' Tirtle • -Volumes represent combined totals of both directions. . ' I I ENGINEERING COMPANY Transportation Division • 24-Hour Volume Plot Carlsbad Boulevard . • . . . Between-Cannon Road and Cerezo Drive Thursday, July 14, 2005 14 ·End Time Thur Carlsbad Boulevard Between Cannon Road and Cerezo Drive 01:00 78 . 02:00 49 2000 ~ 03:00 '24 04:00. 21 05:00 29 1750 ' co N "' 0 ... 1)1 ... ~ ~ <D ~ "' 06:00 137 !§ ~ ~ 07:00 882 08:00 1327 09:Q0 i122 10:00 884 11:00 1j53 12:00 1706 13:00 1732 1500 0 1250 " u :c " > 1000 -c;> .. . ... r ... N "' '" ~ ~ ~ ia. ~ <O ~ ~ I ~ 0 ~ N ;;i; ., ' <O I" co ... ... 750 14:00 1469 15:00 1297' 16:00, 1652 500 "' 0 "' "' 17:00 1993 N I "' 18:00 1975 19:!)0 1513 20:00 1Q61 21:00 ' 776 250 0 ... "' "' ~ <O ~ ... '" ... ~ '" -L ' u ■ ... N N N -~ _...,. ~ ...,. . ...,. 22:00 503 23:00 323 nme. 24:00 123 I Total., I 21829 I * -~ Volumes repn;,sent combined totals of both directions. ( ' I I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2005 MID-BLOCK COUNT SUMMARY Number:-15 Location: Carlsbad Boulevard Between Poinsettia Lane and Island Way Contents: NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 ENGINEERING COMPANY Transportation Divl~ion Page 1 2 3 4 5 6 Volume. Count Report Location ....... -............ Carlsbad· Blvd: Poinsettia_. Lane to Island Way Location Code .. .' ..•...... 15 County ...................... San Diego ·Reco:eder Set ........... ,. 8/16/05 oo~oo Recording Start ......... 8 /17 /05 ·ao: 00 Recording End .. ." ......... 8/19/05 00: 00. Sample T.ime._ .. ; ........... 15 Minutes Operator Number ......... 8715 Machine Number .......... 20315 Channel .................. : .. A Divide By ....... , .••....... 2 Summation ... · ............... No. Two-Way ........ -•............ No Wednesday 08/17/05 Channel: A Direction: -N· 0100-0200 0300 0400 osoo 0600 0100 0800 0900 rooo 1100 1200 1300 1400 1500 1·soo 1100 1800 1~00 2000 2100 2200 .2300 2400: Totals 26 13 5 3 11 60 . 164. 285 346 359 396 443 495 517 607 629 754 852 698 512 248 165 92 57 7737 10 2 2 6 28 47 75 101 78 111 114 127 138 163 · 180 248 208 126 'o/ 42 29 "24 10· 3 0 2 2 8 29 66 87 81 101 126 116 133 172 141 "189 220 159 134 78 39 19 17 3 5 0 0 ... 2 20 . 60 80 ·106 · 99 111 111 129 127 146 141 189 186 172 132 49 43 26 9 3 4 3 0 5 26 47 92 78 78 106 95 136 130 151 184 196 198 159 120 . 34 41 18 1 AM Peak Hour ....•......•..•................ 10:30 to 11: 30 454 vehicles) AM Peak Hour F.actor ...................... 90. 1% PM Peak Hour: .............•..•............. 16: 30 to 17:30 853 vehicles) PM Peak Hour Factor ..•.................. _ 86. 0% Thurs.day 08/18/05 Channel:: A Direction: .N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 30 16 ,7 7 11 46 170 274 324 376 438 486 599 842 869 951 953 923 803 623 403 207 112 72 9542 9 6 2 6 6 .32 58 64 78 87 129 135 212 222. 254 244 .247 208 167 114 67 27 21 9 5 3 1 0 7 32 . • 46 92 104 120 96 124 173 219 226 243 241 195 182 109 61 37 20 3 ., ., ·. 3 3 10 51 88 80 93 117 ·134. 180 231 215 223 2W 231 212· 139 99 49 20 18 9-4 ' 2 2 23 55 82 -llB 101 114 127 160 226 213 248 247 204 188 135 61 30 28 13 AM Peak Hour ............................... ,..11: 30 to 12:30 520 vehicles) AM Fea-k Hour· Factor .. , .................. 96. 3% PM Peak· Hour ................................ 16.: 45 to 17:45 966. vehicl_es) PM Pea-k Hour Factor···-············ .... 97.8% Volume Count Report Location.-.•........ , ....... carlshad Blvd: Poinsettia Lane to Island Way Location Code ...........• 15 County .....•................ San Diego _Recorder-set ............. 8/1_6/0:5-00: 00 Recording Start ...•..•.. 8/17/05 00: 00 Recording End.; .......... 8/19/05 00: 00 Sample T.ime ............... 15 Minutes Operator Number .......•. 8715 Machine Number .......... 20315 Channel. .................... A Di :7ide By ............•..... 2 Summation .•... .-..•.....•..• No Two-Way .......•............• No Wednesday -08/17 /05 Channe---i: A Direction: S _ 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300. 1400-1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 47 -21 10 5 7 79 864 %8 655 502 488 758 985 661 638 /628 698 759 523 480 310 163 110 55 10404 9 '5 3 0 0 5 109 288 174 147 101 137 242 188 161 130 178 194 153 13:, 99 48 30 17 -21 6 2 1 19 218 266 156 114 112 159 236 151 165 152 146 201 140 118 -79 40 31 14 10 5 2 4 4 25 247 209 169 128 130 229 263 150 161 173 194 189 121 .124 62 45 28 ' 15 7 5 3 0 2 30 290 195 156 113 145 233 244 172 151 173 180 175 109 105 70 30 21 9 AM Peak Hour ....•.......................... 06: 30 to 07:30 1091 vehicles) AM Peak Hour Factor ..................... 94 .1% PM Peak Hour-.................•............. 12: 00 to 13:00 985 vehicles) PM Peak Hour Factor ........ _ ............. 93. 6% Thursday 08/18/05 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 19002000 2100 2200 2300 2400 Totals 40 24 10 12 12 75 511 738 615 571 650 741 863 740 594 601 673 729 568 484 281 193 131 76 9932 6 5-6 3_ -3 7 55 172 151 133 196 .-179 220 164 152 141 .152 145 150 123 86 55_ 36 26 11 9 1 3 12 108 189 165 141 131 174 cl88 224 150 130 168 225 .147 109 83 47 44 16 13 6 5 3 _20 160 -205-156 132 121 184 255 176 148 168 192 194 135 133 -63 54 29 17 10 3 -_2 3 3 -36 188 172 143 165 202-204 200 -176 144 162 161 165 136 119 49 ~7 22 17 AM Peak Hour ..............• ·-· .............. 11: 30 to 12 :.30 7-96 'Vehicles) AM Peak Hour Factor .• : .................. 90. 5% PM Peak Hour .•. ···-·•-• ...................... 11: 45 to 12:45 867 vehicles) PM: Peak Hour Factor: •........... : ......... 85. 0% W eeldy Summary Report Location.: ........................ Carlsbad Blvd: Poinsettia .Lane to Island Way Location Code .................. 15 County ............................ San Diego Recorder Set ................... 8/16/05 00:00 Recording Start .......... ;.'. .. 8/17/05. 00:00 Recording End ....... · ........... 8/19/05 00: 00 Sample Time ..................... 15. Minutes Operator Number ............... 8715 Machine Nuber .................. 20315 Channel..: ........................ A Recorder Mode .................. Volume Week of Augus.t. 14, 2005 Channel: A Direction: N End 14· -15 16 17 18 19 20 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 26 30 28 213 .02: IJD 13 .16 15 15 03:00 5 7 6 6 04:00 3 7 5 5 05:oo. 11 11 11 11 06:00 60 46 53 53 07:00 164 170 167 167. 08:00 285 274 280 280 09:00 346 324 335 335 10:00 359 376 368 368 11:00 396 438 '417 417 12 :00 443 486 465 465 13:00 495 5.99 547 547 14:00 517 842 680 680 15: 00 607 869 '7 38 738 16:00 629 951 · 790 790 17:00 __ 754 953·. 854 854 18:00 852 923 888 888 19:00 698 803 751 751 20:00 512 623 568 568 21:00 248 403 326 326 22:00 165 207 186 186 23:00 92 112 102 102 24:00 57 72 65 65 Totals 7737 9542 8640 8640 % Avg Wkdc:Y 89.6 110.4. % Av-g Day 8 9 .-6.. 110.4 AM Peak Hour i-2:00 12:00 AM count 443 486 PM Peak Hour 18:00 17: 00 . PM Count 852 953 Weekly Summary Report Location ......................... Carlsbad Blvd: Poinsettia Lane to Island Way· - Location Code .............•.... 15 County ............................. San Diego Recorder Set ................... 8/16/05 00: 00 Recording Start ............... _8/17/05 00:00 Recording End .................. 8/19/05 00: 00 Sample Time .. : .............. · .... 15 Minutes Opera.tor Number ............... 8715 Machine Nuber .................. 20315 Channel. .......................... A Recorder Mode .................. Volume Week of August 14, 2005 · Channel: A Direction: S End 14 15 16 17 18 19 20 Wkday Daily Time S_un. Mon Tue . Wed Thu Fri Sat Avg. Avg. -Ql: 00 47 40 44 44 02:00 21-24 23 23 03:00 10 10 10 10 04:00 5 12 9 9 05:-00 7 12 10 10 06:00 79 7.5 77. 77 07:.00 864 511 688· 688 08:00 958 738 848 848 09:00 655 615 635 635 10:00 502 571 537 537 11:00 488 650 569 5.6.9 12:00 758 741 750 750 13:00 985 863 924 924- 14:00 661 740 701 701 15:00 638 594 616 616 16:00 628 601 615 615 17:00 698 673 686 686 18:00 759 729 744 744 19:00 523 . 568 546 546 20:00 480 484 482 482 21:00 310 281 296 296 22:00 163 193 178 178 23:00 110· 131 121 121 24:00 55 76 6:6 66 Totals 10404 99"32 10168 ·10168 % Avg Wkday 102.3 97.7 % Avg Day J:02. 3· 97.7 AM Peal< ·Hour 08:00 12:00 AM Count 958 741 PM Peak Hour 13:00 13:00 PM. Count 985 863 ENGINEERING COMPANY . Transportalion Division 24-Hour Volume Piaf Carlsbad Boulevard: • ' ' ' . Between Poinsettia Lane and Island Way Wednesday, Au~ust 17, 2005 · 17 End Time Wed Carlsbad B~ulevard Between Poinsettia Lane and Island Way 01:00 73 02:00 . 34 03:00 15 04:00 8 05:00 18 j 1750 1500 g ~: N "' ., -~ 06:00 139 07:00 1028 08:00 1243 1250 "' ., ... "' ;:Ii ., ;;; ~ 0 ., N N . ... N ---' .. ., 09:00 1001 10:00 , 861 11:00 884 " ' " u E 1000 ~ N 0 0 N ~. 0 ' "' -"' «i "' ' ., ., ., 12:00 1201 0 .. 750 13:00 1480 ., 14:00 · 1178 ., ., ' .. 15:00 12~5 500 ·' 16:00 •1257 -... 00 N "' 17:00 1452 · 18:00 1611 19:00 1221 , 20:ob 992 250 0 N' ~ 0 ll "' -.... "' ., ., ■ "'. -., -. -' . . 21:00 558 22:00 328 23:00 202 Time 24:00 112 Total 18141 * -Volumes represent combfned totals of btifh directions. I I . ' '" 24-'Hour Volume Plot ENGINE R/NG CGMPAfil .. ' . Transpona<ion[?ivislon 1 • Carlsl;,ad Bpulevarcr.i • w ' 18 ~nd Tim.e'. Thur 01:00 I· jQ · 02:ob ·49 03:00 1i' 04:00 19 05:00 23 06:00 121 07:00 681 · 08:do 1d12 · 09:00 939 10:00 947 11:00 1088 12:00 1227 . 13:00 1462 14:do 1582 15:00 1463 16:00 1552 17:00. 1626 18:00 1652 19:00 1371 20:00 1107 21:00 684, 22:00 400 · 23:00 243 24:00 148 I ·Total I 1~474 I ' 1,_. . . ·, .·.. -,', -' . '' . , Between Poinsettia Lane and Island Way Thursday, August 18, ·Q0,05 Carlsbad Boulevard Setween Poinsettia Lane and Island Way 2250~---------------'----------------~-- 2000 1750 1500 1250 1000 75() 500 I:. N "' ~ N ~ §O'lr-----"' .,. a, .-.o, I Time I § N •'o -· 0 .,. * -Volumes repres~nt combined totals of both directions. · I I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 16 Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue Page 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 "' ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... -Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code ............ 16 County .. , ................... San Diego Recorder Set ............. 8/16/05 00:00 Recording Start .... ~ .... 8/17/05 00:00 Recording End ............ 8/19/05 00: 00 Sample Time ................ 15 Minutes Operator Number ...•..... 8716 Machine Number .......... 20316 Channel. ...................... A Divide .By ................... 2- Summation .................. No Two-Way .........•........... No Wednesday ~ 08/17 /.05 Channe·l: A Direction-: "N 0100 0200 0300 0400 0500 0600 0700·0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2~00 2200 2300 2400 Totals 32 17 -6 4 9 79 237 349 449 462 505 566 630 700 772 904 1012 1093 959 701 338 235 99 70 10228 18 4 . 1 3 -6 -43 66 100 138 106 139 163 173 204 244 239 285" 290 198 m 74 28 27 6 3 0 3 0 13 47 ·ao 104 95 114 134 138 182 193 192 245 296 243 181 95 50 . 25 22 5 6 3 0 4. 26 76 88 126 j28 144 158 148 157 189 217. 265 264 221 176 59 49 27 14 3 4 2 0 2 34 71 115 119 101 141 135 181 188 186 251 263 248 205 146 59 62 19 7 AM Peak Hour ............................... 11:30 to i2:30 594 vehicles) AM Peak Hour· Factor ..•.•............... -. 91.1% PM Peak Hour ............................... 16: 3 O to 17:30 1109 vehicles) PM Peak Hour Factor ..................... 93. 7% Thursday -oa/10/os -Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 32 13 11 4 8 79 . 258 332 488 513 527 590 768 1133 1197 1262 1237 1226 1060 854 549 272 147 87 12647 7 5 • 3 0 2 5 42 59 121 133 123 148 159 266 302 334 326 322 266 241 157 79 42 33 B 3 5 0 2 13 43 BO 115 130 158 137 163 255 306 292 321 324 294 240 747 94 37 27 9 -2 . 1-2 2 22 89 ._98 106 126 122 156 211 292 309 325 279 301 263 189 132 60 34 16 B 3 2 2 2· 39 ....84-95 146 124 12.4-149 235 320 280 311 -311 279 237 184 113 39 34 11 AM Peak Hour ............... •H ... ,_ ••••••••• 11: 3 0 _ to 12:30 627 -vehicles) AM Peak Hour Factor ....•.... ;-.···-·~ ...... 9 6 .. 2 % PM -Peak Hour ............................... 15: 30. to 16:30 1283 vehicles·) EM_ Peak Hour Fa.ct.or ...................... 98. 4.%. ' . Volume Count Report Location.-................. Carlsbad Blvd: Avenida ~ncinas to La Cos·ta Ave Location Code ............. 16 County ...................... San Diego -Recorder Set.' ............ BJl 6/05 00.:00 Recording Start . .-....... 8/17/05 -00:00 Recording End ............ 8/19/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8716 Machine Number .......... 20316 Channel ........ -M ••••••••••• A Divide By ....... ; ••••••••. _. •. 2 Summation .................. No Two-Way ................ , .... No Wednesday 08/17/05 ~ Channel: "A D.irection: S 0100 0200 03001>400 0500 0600 0700 0800 0900 1000 110012001~001400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 T-otals. 35 17 8 5 9 97 983 1451 989 766 670 899 1145 856 766 794 833 944 712 598 289 132 103 53 13154 9 5 2 9 115-362 246 218' 160 200 285 236 193--169 212 2S1 186 164 94 33 28 17 16 4 2 2 0 21 218 364 236 198 144 182 273 212 210 197 167 249 185 159 70 40 25 12 6 5 3 1 4 23 307 385 250 183 172 255 330 196 185' 187 240 223-161 143 72 30 22 16 4 3 2 0 4 44 343 340 257 167 194 262 257 212 178 241 . 214 241 180 132 53 29 28 8 AM Peak· Hour ............................... 06: 45 to 07:45 1454 vehicles) AM Peak Hour Factor ...•................. 9A. 4% PM Peak Hour ............................... 11:45 to 12: 45 1150 vehicles) PM Peak Hour -Pact or ............ -......... 8 7. 1 % Thursday 08/18/05 Channel: A-Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 28 18 8 9 · 13 104 684 1105 1019 992 981 1076 1113 1057 793 711 789 914 714 564 286 171 124 64 13337 3 4 4 4 3 10 78 250 253 212 281 266 260 235 251 170 205 204 215 155 95 37 29 25 10 5 0 1 1 13 134 283 247 240 223 249 274 296 178 175 180 263 159 163 75 50 33 15 9 4 3 3 3 _ 24 214 274 245 267 239 263. 320 256 201 178 185 .231 165 133 63 49 34 9 6 5 6 57 258 298 274 273 238 298 259 270 163. 188 219 216 175 113 . 53-35 28 15 AM Peak Hour ............................... 07: 15 to 08:15 ( . 1108 vehicles) AM Peak Hour Factor---················ ~3-. 0%- EM Peak Hour ............................... 11 : 4 5 to 12:45 ( 1152 vehicles) PM Peak Hour Factor ........ -·-·-••.•···· ·90. 0% Weekly Summary Report Location ............... : ......... Carlsbad-Blvd: Avenida Encinas to La Costa Ave Location Code .................. 16 County ............................ San Diego Recorder Set ................... 8/16/05 00:00 Recording -&tart ................ 8/17/05 00:00 Recording End ............ -...... 8719/05 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8716 . Machine Nuber .................. 20316 Channel. .......................... A Recorder Mode .................. Volume Wfi"ek· of August 14, 2005 Channel: A Direction: N End 14 15 16 17 18 19 20 Wkday Daily Time Sun Mon Tue Wed. Thu Fri Sat Avg. Avg. 01:00 32 32 32 3-2 OZ: 00 17 13 15 15 03:00 6 11 9 9 04:00 4 4 4 4 05:00 9 8 9_ . 9 06:00 79 79 79 79 07:00 237 258 248 248 08:00 349 332 341 341 09:00 449 48-8 469 -46-9. 10:00 462 513 488 488 11:00 . 505 527 516 516 12:00 566 590 578 578 13:00 630 768 699 699 14:00 700 1133 917 917 15:00 772 1197 985 985 16:00 904 1262 1083 1083 17:00 1012 1237 1125 1125 18:00 1093 1226 1160 1160 19:00 959 1060 1010 1010 20:00 701 854 778 778 21:00 338 549 444 444 22:00 235 272 254 254 23:00 99 147 123 123 24:00 70 87 79 79 Totals 10228 12647 11438 ·11438 % Kvg Wkday 89_ • .4 111). 6 % Avg Day 89.4 110.6 AM Peak Hour 12-.: 00 ,.2-: 00 AM Count 566 590 PM Peak Hour 18-: 00 16:00 PM Count 1093 1262 W eeldy Summary Report Location., .............. : ....•... Carlsbad Blvd: Avenida Encinas :to La Costa Av-e Location Code .................. 16 County ..................... ,, ...... San Diego Recorder Set ................ , ... 8/16/05 00:00 -Recording Start .............. --'8/17 /05 00: 0-0 Recording End .................. 8/19/05 -o·o: 00 Sample Time ..................... 15 Minutes Operator Number ............ ; .. 8716 Machine Nuber ................ ; ... 20316 Channel .............. , ............ A Recorder Mode .................. Volume Week of August 14; 2005 Channel: A Direction: s End 14 15 .16 . 17 18 19 20 Wkday Daily Time Sun Mon Tue Wed Thu Fri. Sa.t· Avg. Avg. Oi:00 35 28 32 32 02: 00 17 18 18 18. 03:00 8 8 8 8 04:00 5 9 7 7 05:00 9 13 11 11 06:00 97 104 ·101 101 07: 00 983 684 834 834 08:00 1451 1105 1278 1278 09:00 989 1019 1004 1004 10:00 766 992 879 879 11:00 670 981 826 82 6 12:00 8-9-9 1076 988 988 13:00 1145 1113 1129 1129 14:00 856 1057 957 957 15:00 766 793 780 ·780 16:00 794 711 753 T53 17:00 B.33 789 811 "811 18:00 944 914 929 929 19:00 712 714 713 713 20:00 598 564 581 581 21:00 289 286 288 288 22:00 132 171 152 152 23s 00 103 124 114 114 24! 00 53 64 59 59 Tota-ls· 13154 13337 13246 13246 ·%-Avg Wkday 99. 3-lOO. 7 % Avg Day 99.3 100.7 AM Peak-Hour 08:00 08:00 AM Co.unt 1451 1105 PM Peak Hour 13:00 13:00 PM Count 1145 1113 ENGINEERL'lG G:OMPANY Transporcacipn bivisiqn· 24-Hour Volume Plot Carlsbad Boulevard Between Avenida Encinas and. La Costa Avenue 17 End Tim~ Wed 01:00 67 02:00 · 34 03:00 14 04:00 9 05:00 18 06:00 176 07:00 .1220 08:00 1800 09:po ,14~8 10:00 1228 11:00 · 1175 12:00 1465 13:00 1775 14:00 1556 15:00 1538 16:00 1698 17:ob 1~45 '18:00 ' 2037 19:00 1671 20:00 1299 21:bo 627 22:00 367 23:00 202 24:00 123 I , Total I 23382 I Wednesday, August 17, 2005 Carlsbad Boulevard Between Avenida EnJinas and La Costa Avenue 2250~----~~------~---~---------,...-------~~ "' 0 2000 1750 1500 1250 1000 750 500 250 r--"' 0 • ~ c N Time i • -Volumes represent combined totals of b'pth direcUorls. . I I Mllf.t'" £1:JGINEERll-ip cpMrANY. · · Tran'.spo'ttatibn Division 1 24:..HourVolunie Plot. · ~ Carlsbad Boulevard : 1\ti. ·. ·s~tween Avenida Encinas and La Costa Avenue. Thursday, August 18, 2005 1$ End Time Thur · Carlsbad Bbulevard l;letween Avenlda Encinas and (..a Costa Avenue 01:00, 60 02:00 31 , 03:00 19 2500 04:00 13 0 a, 0 05:00. 21 06:bo 183 07:00 942 2250 2000 ;;; " 0 <D ;;; "' N a, ,._ 0 <0 a, ' a, N --"' ;:!: -08:00 1437 . 09:00 1507 10:00 1505 · 1750 ii u 1500 <D ,._ <D -<D ,._ U) "' -',._ 0 0 0 "' ~ U) U) U) ---:; ~ 11:00 1508 :c: ., 12:00 1666 ;,, 1250 -0 13:00 1881 .. 1000 N " a, U) . 14:00 2190 "' "' 15:00 1990 750 ' 16;00 1973 17:00 2026 18:00· 2140 19:00 1774 20:00 1418' 500 250 0 "' ,. ' " " "' ;:: ,, N "' I i 0 ;;; a, "' +-L <D ---N ' ~ ~ ~ 21:00 835 22:00 443 0 ~ ~ g g 0 0 0 0 g g 0 ~ 0 g 0 0 g 0 ~ g 0 g g " ~ 0 " ~ 0, ~ ~ " ~ " 0 i!; ~ t:i ~ $! :: ~ ~ ~. ~ ,;; N ::l ·'<t 9 0 .~ N ·N 23:P0 271 Time 24:00 ,151 I 'Total, l 2!i984 I * -Volumes repi-esent combined totals Of both directiqns. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 · MID-BLOCK COUNT SUMMARY Number: Location: Contents: 17 La Costa Avenue Between Saxony Road and Piraeus Street Page 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 . . .RICK. ENGINEERING COMPANY Transporration Division 'M Volume Count Report Locat_ion ................... La Costa Avenue: Saxony Rd. to P-iraeus St. Location Code ............ 17 · County ...................... San Diego Recorder Set ............. 8/8/05 00: oo Recording Start .... : .... 8/9/05 00:00 Recording End ............ 8/11/05 00: 00 Sample ·Time ............... 15 Minutes Operator Number ......... 8717 Machine Number .......... 2 0 31 7 Channel.-................... A Divide By .................. 2 Summation .................. No Two-Way .................. : .. No 'Tuesday os/o9/o·s Channel: A · 'Direction: W · 0100-0200 0300 0400 0500 0600 0700 080009001000 1100 .1200 1300 1400 j500 1600 17001800 1900 2000 2100 2200 2300 2400 Totals . 7'5 25 26 33 107 405 888 1028 949 952 963 886 874 940 1023 1185 1039 1075 875 587 409 311 208 127 14990 28 8 5. 6 10 56 198 244 241 262 240 242 237 224-258 326 275 290 254 184 96 90 79-31 ,16 8 5 3 29 81 206 261 210 218 223 224 226 262 252 265 240 280 194 148 113 85 47 43 16 5 3 11 38 129 239 267 277 232 261 211 -201 233 261 340 · 261 272 229 129 116 69 45 28 15 4 13 13 ·30 .139 245 256 221 240 239 209 210 221 252 254 263 233 198 126 84 67 37 25 AM. Peak Hour ............................... 07:00 to 08:00 1028 vehicles) AM Peak Hour. Factor ............. ., ...... 96. 3% PM Peak Hour ...............•............... 15:00 to 16:00 1185 vehicles) PM -Peak Hour Factor ..................... ,n.1% Wednesday 08/10/05 Channel: A Direction: w 0100 0200.0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300.2400 Totals 76 28 20 29 109 418 809 988 1010 944 925 964 970 839 1029 1186 972 1142 828 581 392 388 245 119 15011 30 9 5 9 18 61 181 263 269 217 188 247 261 215 246 292 247 297 235 174 117 105 82 34 20 9 ·6 3 21 83. 186 243 246 232 231 280 246 186 266 274 254 289 221 147 105 108 52 30 13 4 4 7 35 121 · 233 236 254 278 258 212 252 206 261 336 238 287 197 -125 82 94 67 31 13 6 5 10 35 153-209 -246 241 217 248 225 211 232 256 284 233 269 175 135 88 -81 44 24 AM Peak Hour ..•............. ; .............. 10 : 3 0 to 11:30 1033 vehicles)- AM Pe-ak Hour Factor ........................ 92. 2% PM Peak Hour .....•......................... 15: 00 to 1·6: 00 1186 vehicles) PM Peak Hour Factor .............. ~ ..... 88. 2% Volume Count Report. Location ..•................ La Costa. Avenue: Saxony Rd. to Piraeus St. Location. Code ............ 17 County ...................... San Diego Recorder Set ............. 8/8/05 00,-00 Recording Start ........ : 8/9/05 oo, 00 Recording End ............ 8/11/05 00: 00 Sample Time .......... : ..... 15 Minutes Operator Number ......... 8717 Machine Number .......... 20317 Channel. .....•.............. A Divide By •.••...•.•••••••.. 2 . Summation .................. No Two-Way ..................... No Tuesday ·OB:/ o 9 I os. Channer: A Direction: E 1l100 0200 0300 0400 0500 0600'0700-b800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900.2000 2100 2200 2300 2400 Totals 131 64 · 26 36 62 262 1004 1135 1074 767 815 643 909 971 956 1120 1215 1237 1116 920 695 570 461 262 16693 . 30 22 ·10 11 9 25 154 243 267 164 200 200 225 241 .220 261 315 300 301 250 191 166 139 60 39 9 12 11 11 52 240 256 249 211 202 219 219 220 259 257 266 325 299 236 162 139 103 66 30 16 . 4 5 16 92 316 326 263 204 229 202 230 260 223 290 309 292 262 245 160 149 107 74 32 15 2 9 26 93 292 306 275 166 164 222 235 250 254 312 305 320 234 167 162 116 112 60 AM Peak Hour ............................... 07:15 to 08:15 1179 . vehicles) AM Peak Hour Factor .....•.............. ,89. 9% PM Peak Hour ............................... 16:30 to 17:30 1239 vehicles) PM. ·Peak Hour Factor ..................... 95. 3% Wednesday 0~/10/05 Channel:_ A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 117 72 36 31 64 253 934 990 1029 630 785 634 672 992 1024 1125 1313 1306 1220 696 745 643 490 255 16860 36 26 12 . 10 7 30 134 243 246 213 203 164 195 243 266 256 316 343 354 268 166 163 141 66 . 26 14 13 6 10 43 228 224 277 223 211 199 209 226. 243 266 311 312 292 211 .213 160 134 62 3t 12 9 5 16 79 325 266 251 206 187 208 257 263 27r 262-316 321 274 230 194 167 121 54- '22 20 4-6 29 101 247 257 255 166 -164 243 211 260 244 299 366 330 ·300 169 152 133 94 51 AM Peak Hour ............ : ...........•....•... 07: 30 to 08:30 1046 vehicles) AM Peak Hour Factor .........•........... 94. 4%- PM Peak Hour--• ....................... · ..... 16: 4 5-to 17:45 1.344 vehicles) PM Peak Hour Factor ..................... 91. 3% Weekly Summary Report Location ......................... La Costa Avenue: Saxony Rd. to Piraeus .St. Location Code .................. 17 County ................ : ........... San Diego .Recorder Set ................... 8/8/05 oo: oo Recording Start ......•........ 8/9/05 0.0:00 Recording End ..••.....•...... -.. 8/11/05 00: 00 Sample Time ................•.... 15 Minutes Operator Number ............... 8717 Machine Nuber •................. 20317 Channel. ..•...•.•................. A Recorder Mode •..........•...... Volume Week of August 7, 2005 Channel: A End 07 08 09 10 11 Time Sun Mon Tl.le Wed Thu 01:00 75 76 02:0ff· 25 28 03:00 26 20 04 :.00 33 29 --05:00 107 109 06:00 405 418 07 :·00 · 888 809 08:00 1028 988 09 :·00 949 1010 10:00 952 944 11:00 963 925 12: o.o · 886 964 13:00 874 970 14:00 940 839 15:00 1023 1029 16:00 1185 1186 · 17: 00 1039 .'972 18": 00 1075 1142 19:00 875 828 20: 00. 587 581 21:00 409 392 22, 00. 311 388 23 :_00 208 245 24:00 127 119 Totals-14990 15011 -% Avg Wkday 99.9 l:00.1 _ .. 0 Avg Day 99.9 100.1 AM-.Peak Hour· 08:00 ·09: 00 AM Count 1028 1010 PM Peak Hour 1'6 :00 16: oo. PM Count 1185 1186 Direction: W 12 13 Wkday Daily Etl Sat Avg. Avg. 76 76 27· 27 23 23 31 31 .108 108 412 412 ·849 849 1008 1008 980 980 948 948 944 944 925 925 922 922 890 890 1026 1026 il86 11B6 1006 1006 1109 1109 852 852 584 584 401 401 350 350 227 227 123 123 150.01 1500.1 Weekly Summary Report Location· ..•...•.•......•...... : ... La Costa Avenues Saxony Rd. to Piraeus St. Locat_ion Code .................• 1 7 County .. .-...............•......... San Diego Recorder Set .....•............. 8/8/05 00: 00 Recording· Start ............... 8-/9/05 00: 00 Recording End .................. "8/11/05 00; 00 Sample Time ..................... 15 Minutes Operator Number ............... 8717 Machine Nuber ............... , .. 20317 Channel. .......................... A Recorder Mode .................. Volume Week of August 7, 2005 Channel: A · Direction: E End 07 08 09 10 11 12 13 Wkday Time Sun. Mon Tue Wed Thu. Fri Sat Av.g_ 01: OQ· 131. 117 124 02 :·oo 64 72 · 68 -03: 00 28 38 33 04:00 36 31 34 05_: 00 62 64 63 06:00 262 253 258 0.7: 01) 1004 934 969 08:00 1135 990 1063 09:00 1074 1029 1052 10:00 787 830 809 11:00 815 785 800 12',00 843 834 839 13:00 909 872 891 14:00 971 992 982 15:00 956 1024 990 16:00 1120 1125 1123 17: 00 · J.:215 1313 1264 18:00 1237 1306 1272 19 :·OO 1116 1220 1168 20:00 920 898 909 21:00 695 745 720 22:00 570 643 607 23:00 461 490 476 24:00 282 255 269 Totals 16693 161360 16777 %"Avg W1>day -99.5 100.5 % Avg Day 99.5 100.5 -AJl'l· -P.eak Hour 08:.00 09:00 AM Count 1135 1029 I PM Peak Hour 18:00 !17: 00 PM Count . 1237 1313 Daily Av_g. 124 68 33 34 63 258 969 1063 1052 809 800 839· 891 982 990 1123 1264 1272 1168 909 720 607 476 2.69 r6777 ENGINEER[NG COMPANY 1Ta~1sp,oitaridn Division "' . 24-Hour Volume Plot La Costa Avenue ' . . •• Between Saxopy Road and Piraeus Street Tuesday,Augu~t9,2005 ' 09 End.Time ·1Tue La Costa Avenue Betwi1en Saxony Road and Piraeus Street · I I -. 01:00 206 02:00 89 3000 .. 03:0p 54 04:00 69 2750 05:0d 169 06:00 667 07:00 1892 08:00 2163 09:00 2023 10:00 1739 11:00 1778 12:00 1729 13:00 1783 2500 2250 2000 ., ~ u 1750 :E ~ 1500 'o .. 1250 "' N 0 .... ;;; "' "' "' "' "' N (0 "' ;;; "' a, ;;; N "' 0 ~ ,._ a, "' ~ a, a, ., ., "' a, ~ ~ ~ a, ~ a, ., ~ "' f::! ,._ ,._ ~ ~ ~ ~ ,._ 0 "' ~ ... 0 ~ ~ 14:00 1911 15:00 1979 16:po 2305 1000 750 .; ., ' ,._ a, (0 (0 (0 (0 a, 17:00 2254 500 0 ... 18:00 2312 19:00 1991 20:00 1507 21:00 1104 250 0 (0 "' 0 "' (0 J a, ... a, .., ., "' (0 I ---'-,-L o 'o ~ ~ 22:00 881 23:00 , 669 Time· 24:00 409 I :Total I 31683 I * -Volumes represent combined totals of bqth directions. I I ENGINEERING COMPANY Transportation Division ' '" 24•Hour Volume Plot La Costa Avenue '. ' • . . . Between Saxony Road-and Piraeus Street ' ' ' ' Wednesday, Augu~t fb,.2005 10 End Time· Wed La Costa Avenue Between Saxony Road and Piraeus Street 01:00, 193 02:ob 100 3000 - 03:0IJ 58 04:PO 60 2750 "' ..,. ' 05:00 173 06:00 . 611 07:00 1743 08:00 1978 09:00 ~oa9 10:00 1774 11:00 1710 12:00 1798 13:00 1842 2500 2250 2000 .. " u 1750 :2 ~ 1500 -' 0 .. 1250 "' ..,. ;;; "' "' "' "' "' 0, "' "'. "' "' "' ..,. r-0 0 0 0, "' ~-"' "' -..,. "' ;;; "' r-0 0, "' .., r-;:: r---. r-· ----0, :t r-"' ---"' 0 14:00 1831 1000 - 15:00 2053 16:00 2311 750 "' -"' r-r-co . ' 17:00 2285 18:00 2448 19:00 2048 20:00 1479 500 250 0 ..,. r- .; "' "' l 0, 0 r-. -0 -.. I -"' 0 -"' co -~ ~ '--r. ~ ~-'--r ~ ~-~ 21:00 1137 22:00 1031 23:!)0 · 735 Time 24:00 374 I Total' I 31a11 I " -Volumes repft!sent combined totals of path directions. r · I I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 18 La Costa Avenue Between Cadencia Street and Romeria Street Page 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 . . . .. RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location.·-·············-···La Costa Avenue: Cadencia St. to RDmeria St. Location Code ............ 18 County .•.....•......•....... .san Diego Recorder Set ...••.••....... 7 / 25_/os-o o : o o ·Recording Start ......... 7/26/05 00: 00 Recording End ............ 7 /28/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8718 Machine Number ..•....... 20318 Channe 1.-................... A Divide By ...••............• 2- . Summation ...•.............. No Two-Way •..... · ............... No Tuesday 07/26/05 Channel: A. Direction: We · 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000-1100 1200 1300 1400 1500 1600 1700"1B00 1900 2000 2100 2200 2300 2400 Totals 4 18 7 12 30 93 265 424 389 365 322. 316 361 310 341 463 335· 338 305 247 157 134 71 . 53 5361 0 9 2 6 5 13 54 79 87 1l0 BO 71 107 90 75: 90. 78 BB 76 67 49 41 26 19 · 0 1 2 0 5 17 65 109 99 94 81 89 81 65 71 103 102 90 78 . 57 33 31 22 1.8 1 5 2 3 10 26 68 121 104 ·99 93 81 93 .n 99 164 78 81 75 61 42 30 14 5 '3 3 1 3 10 37 78 115 99 82 68 75 80 82 96 ' 106 78 79 76 , 62 33 32 9 11 AM Peak Hour •......................•••..... 07:15 to 08:15 432 vehicles) AM-Peak Hour Factor .. , .................. 89.3% PM Peak Hour ...•............•.............. 15:00 to 16:00 463 vehicles) PM Peak Hour Factor ...............••.... 70. 6% Wednesday O'J/27 /05 Channer: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 29 12 9 7 24 107 263 435 386 368 351 371 374 338 395. 448 331 389 301 232 178 133 91 42 5614 8 2 2 4 11 52 85 100 105 87 83 97 99 103 110 96 110 76 74 55 39 31 14 5 6 2 2 2 27 61 102 93. 91 103 91 81 86 83 116 75 93 86 57 39 43 21 B 6 2 2 . .3,. B 32 _77 130 108 95 73 97 102 71 105 121 84 94 66 51 49 29-20 JO 10 2 3 1 · iO 37 73 118 85 77 ·BB 100 94 -a2 104 -101 76 92 73 50 35 22 19 10 I AM Peak Hour : •...................... -...... o 7 : 15-to 08 :·15 450 vehicles) AM Peak-Hour Factor ..................... 86 ... 5% . PM Peak Hour ..•...................•... , ..... 14.:45· to 15.:'45 451 vehicles) PM Peak Hour Factor ..............•.•..... 93. 2% Volume Count Report Location ......... -·· ....... La Costa Avenue-: Cadencia St. to Romeria St. Location_ Code ............ 18 County ...................... San Diego ,Recorder Set: ............ 7/?S:/05 00:00 Recording Start ....... , .. T/26/05 00:00 Recording End ............ 7 /28/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8718 Machine Number .......... 20318 Channel ........... •-•-· ..... -A Divide. By .................. 2 Summation ............••.... No Two-Way ..................... No · Tuesday-07/26/05 "Channel: A Direction: E 0100 0200 0300 0400 0500 0600-0700 0800 0900 1000 1100 1200-1300 1400 1500 1600 1700 1800 1900.2000 2100 2200 2300 2400 Totals 14 21 12 16 18 59 334 342 284 319 287 319 346 340 324 421 451 590 457 386 '300 230 142 106 6118 0 5 5 -7 7 38 102 60 81 72 7T 74 69-93 101 99 137 124 108 _ 82 77 44 28 0 4 :, 3 6 7 60 92 62 80 64 68 96 84 81 111 98-136 109 101 80 47 38 31 - 7 6 2 -3 4 20 118 80 87 69 72 88 79 87 68 % 131 168 124 -106 72 44 29 29 7 6 2 3 7 25 118 68 75 89 79 86 97 100 82 123 123 149 100 71 66 62 31 18 AM Peak Hour ...... : .................•...... 06:30 to 07:30 430 vehicles) AM Peak Hour Factor ..................... 91.1% PM Peak Hour ............................... 17: 00 to 18:00 590 vehicles) PM Peale Hour Factor ..................... 87. -S-% -.Wedriesday 07/27/05 Channel:-A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 53 16 8 15 14 66 331 426 285 334 289 357 340 348 382 405 458 571 498 401 321 227 .169 93 6407 17 7 0 7 44 143 64 91 68 71 101 77 108 102 94 139 133 113 84 62 50 34 13 5 2 6 3 9 70 m 57 84 88 85 80 Tl 88 83 112 136 140 94 81 70 42 . 25 17 4 4 8 4 24 105 89' 73 86 60 72 87 80 -95 121-131 140 124 108 _sg 47 46 19 6 0 1 1 6 26 112· 81 :11' 73 73 129 72 1t4 91 99 121 150 101 . 86-87 48 31 -15, AM Peak Hour .............................•.. 06: 30 to 07:30 473 vehicles) AM Peak Hour Factor ...................... 82 .7%- P.M Peak Hour ...................... -....... 1 7: 0 0 to lS-: 00 571 vehicles) PM .Peak Hour Factor ..................... 91. 5% Weekly Summary Report Location ......................... La -Costa Avenue: Cadencia St. to Romeria St. Location Code ..•. · .............. 18 County ............................ San Diego Recorder Set ................... 7-/25/05 00: 0-D- Recording. Start ............... 7 /26/05 00: 0-D Recording Ehd .................. 7 /28/05 00: 00 Sample Time ..................... 15 Minutes Operator Number ................ 8718 Machine Nuber .................. 20318 Channel. .......................... A Recorder Mode .................. Volume Week of July 24, 2005 Channel: A Direction: W End 24 25 26 27 28 29 30 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg·. ~Avg~ 01:00 4· 29 17 17 02,00 18 12 15 15 03:00 7 9 8 8 04:00 12 7 10 10 05:00 30 24 27 2-'7 06:00 93 107 100 100 07: 00 · 265 263 264 264 08:00 424 435 430 430 09:00 3·89 386 388 381l 10:00 365 368 367 367 11:00 322 351 337 337 12:00 316 371 344 344 13:00 361 374 368 368 14:00 310 338 324 324 15:00 341 395 368 368 16 ,·oo 463 448 456 456 17: 00. 336. 331 334 334 18:00 338 389 364 364 19:00 305 301 303 303 20:00 247 232 240 240 21:00 157 178 168 168 22:00 134 133 134 134 23 :0.0 71 91 81 8-1 24:00 53 42 48 48 Totals 5361 5614 548-S-5488 'l. lwg Wkday 97.7 102.3 % Avg Day 97.7 102.3 AM Peak Hour 08:00 08:00 AM Count 424 435 PM· Peal< Hour 16:00 16:00 PM Count 463 448 ( Weekly Summary Report Location ......................... La Costa Avenue: -Cadencia St. to Romeria St. Location Code .................. 18 County ............................ San Diego Recorder Set ................... 7 /25/05 00: 00 Recordi-ng Start ..•............. 7/26/05 00:00 Recording End ..•............... 7 /28/05 00: 00 Sample Time .........•........... 15 Minutes Operator Number ............... 8718 Machine Nuber .................. 20318 Channel. .......................... A Recorder Mode .................. Volume Week of .July 24, 2005 Channel: End 24 25 26 27 28 Time Sun Mon Tue Wed Thu 01:00 14 53 02:0-0. 21 16 03:00 12 8 04:00 16 15 05: 00-18 14 06:00 59 66 07:00 334 331 08:00 342 426 09:00 284 285 10:00 319 334 11:00 287 289 12:00 319 357 13:00 346 340 14:00 340 348 15:00 324 382 16:00 421 405 17:00 451 458 18:00 590 571· 19:00 457 498 20:00 386 401 21:00 300 321 22:00 230 227 23:00 142 1,69 24:00 106 -93 Totals 611S-6407 % Avg Wkday 9-7. 7 102.3 % Avg Day 97.7 102. -3 AM Peak Hour 08 ,_o·o 0-8: 00 AM Count 342 426 PM Peak Hour 18:00 18:00 -PM Count 590 571 A Direction: E 29 30 Wkday Daily Fri Sat_ Avg. -Avg_ 34 :,4 19 19 10 10 16 16 16 16 .63 63 333 333 384 384 285 285 327 327 288 288 339-338 3_43 343 344 344 353 353 413 413 45-5 455 581 581 478 478 394 394 311 311 229 229 156 156 100 100 6263 6263 I Tr'1nsp01"tariori Division ":' J 24-Hour Vol.ume Plot La Costa Avenue, __ . . . Between Cadencia Street and Romeria Street l • · · ,' ,. 1. • ·"\,'_ Tuesday, July 26,. 2905 · ., ' 2$ End Time TLie La Costa Avenu~ Between .Cadencia Street and Romeria Street 01:00 18 02:00 39 1250 03:00 19 04:00 28 '05:00. 48 06:00 152 07:00 599 1000 .; .., N "' "' "' 08:00 • 766 09:00 673 10:00 684 11:00 609 12:00 635 13:00 · 707 0 m u 750 :c m >. 0 "' 500 ID ..... "' N ID .... ID .... [,; .... M .., "' "' .... 0 .. .... <O "' <O M <O "' "' "' M <O <O M a, 0 <O • <O "' <O .... "' 14:00 650 .., ci\ · 15:00 665 M 16:00 884 -· 17:00 787 250 f)! 18:00 -928 19:00 . 762 20:00 633 0 ~ l • "' "' OJ "' M a, N ... ~ -~ -Iii ,- . ...,. 21:00 457 22:00 364 23:00 213 _ Time , 24:QO '159 Total I 114791 . • . . . M « a, "' ~ * ... Volumes represent combined totals of both directiods: . ENGINEERING COMPANY Trltnsportatjon. Division '" 24-Hour Volume Plot La Costa Avenue ~ ~ Between Cadencia Street and Romeria Street Wednesday, July 27, 2009 27 End Tinie Wed La Costa Avenue Between Cadencia $treet -1nd Romeria Street . . ' 01:00 82 02:00 28 1250 03:00 17 04:00 22 05:00 38 0 06:00 173 1000 <D ' "' 07:00 594 08:00 861 09:00 671 10:00 702 11:00 640 12:ob 728 0 ~ u 750 :c ~ > -0 .. "' "' U) "' "' "' "' ,-. "' "' ,-. ,-. ,-. "' ,-. "' "' ... ~ 0 ,-. ~ <D ,-. 0 "' "' "' "' ... "' ... ,, "' "' "' U) "' "' 13:00 714 500 ... 14:00 686 0 ' . "' 15:00 777 "' 0 16:00 853 <D "' 17:00 789 18:00 960 19:0b 799 20:00, 633 21:do 499 22:00 360 250 0 "' ,-. U) ~ "' ~ "' I "' "' I "' ,-. "' "' ~ "' "' -■ ' 0 0 ~ 0 0 0 0 0 ~ 0 0 0 0 9. 9. ~ " ; 9. ; " " " 9. ~ \'.! :< ~ ~ " ~ ~ ~ N N N 23:00 260 Time 24:00 135 I Total 112021 I 11 -Volume~ represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 19 Rancho Santa Fe Road Between Melrose Drive and La Costa Meadows Drive NB 15 Minute Volume Count Report SB 15 Minute Volume CountReport NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 ENGINEERING COMPANY Transportation Division '" Page 1 2 3 4 5 6 ) l Volume Count Repori Location ................... Rancho San-ta Fe Dr.: Melrose Dr; to La Costa Meadows Dr . Location-Code ............ 19 County .....•....•..........• San Diego Re-corder Set .•........... 7/25/05 00:00 Re-cording Start ...... ; .. 7/26/05 00:00 Recording End .....•...... 7 /28/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8718 Machine Number .......... 20318 Channel. ......•••........... A Divide By ...•••••••.••••... 2 Summation ...•.............. No Two-Way ......•.............. No Tuesday-"'07 /26/05 Channel·: A _ Direction: N 0100 0200"0300 0400 0500 0600 0700 0800 0906 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900-2000 2100 2200 2300 2400 Totals 175 61 -33-20 63 164 436 765 878 857 798 854 978 1024 1053 1260 1254 1225 975 686 512 397 296 203 14967 62 14 11 4 12 23 67 146 212 214 171 -:103 260 285 251 286 -336 324 291 176 134 119 96 52 29 17 8 4 13 30 114 174 246 218 183 210. 247 239 232 290 302 322 259 169 138 103 65 51 70 • 22 7 5 11 41 130-:220--197 219 216 218 250 267 334 364 320 319 224 176 117 83 75 57 14 8 7 7 27 70 125 225 223 206 228 223 221 233 236 320 296 260 201 165 123 92 60 43 AM Peak Hour ..................•..•......... 11:30 to 12:30 948 vehicles) AM Peak Hour Factor .... ··-· ....• _ ........ 91. 2% PM Peak Hour ............................•.. 15: 30 to 16:30 1322 vehicles) PM-Peak Hour Fae.tor ...........•......... 90. 8% Wednesday 07/27/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 167 47 42 17 68 173 469 787 845 979 821 993 1048 1010 1179 1235 1320 1287 984 738 551 403 360 185 15708 56 13 16 7 13 20 85 155 240 248 206 220 271 229 265 285 316 322 242 194 149 97 119 48 34 10 7 6 17 25 102 182 221 278 172 238 255 246 267 295 336 338 274 190 141 119 83 51 55 -12 12 2 13 54 137 213. -211 253 209 224 246 248 370 296 354 322 270 186 124 80 84 53 22 12 7 z 25 -74 145. _-237. 173 200 234 311 276 287 277 359 314 305 198 168 137 107-74 33 AM Peak Hour ....................•.•...•..... 11: 30 to 12::-30 1061 vehicles) AM Pe·ak Hour Factor ........... :;-........ 85.3% PM Pe,ak Hour ................................ 15 ~4-5 to 16:45 1365 vehicles) PM _ _Eeak Hour Factor: ..................•.. 95 .1% Volume Count Report Location.; ................. Rancho Santa Fe Dr.: Melrose Dr. to La Costa Meadows Dr Location Code ............ 19· County ...................... San Diego Recorder Set .. _ .. ~ ........ 7/25/05 00:00 Recording-Star;t: ..... : ... 7 /26/05 00: 00 Recording End ............ 7/28/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8718 Machine Number., ........ 20318 Channel ........... n ........ A Divide By ......... -......... 2. Summation .................. No ·Two-Way ..................... No Tuesday 07/26/05 ~Channel: A Dicrection: s . 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100.1200-1300~14DO l500-j600 1700 1800 1900 2000 2100 2200 2300 241l0-Totals 77 46 32 36 95. 369 1230 1125 1233 1057 949 867 -913 848 · 905 966 922 1002 743 601 424 386 256 131 15215 31 16 9 6 14 29· 234 276 274 303 242 225. 253 243 220 248 226 258 218 191 ·113 97 88 37 21 10 3 4 19 57 316 268 320 257 241 206 254 204 218 243 224 259 211 156 102 90 67 36 16 12 12 10 27 114 351 304 319 254 235 223 204 192 219 242 245 254 166 128 1-02 108 52 26 9 ' 8 8 16 35 169 329 277 320 243 231 213 202 209 248 235 227 231 148 126 107 91 49 32 AM Peak Hour ............................... 06:15 to 07:15 1272 vehicles) AM Peak Hour Factor ........................ 90 .-6% PM Peak Hour ............................... 17: 00 to 18:00 1002 vehicles) PM Peak Hour Factor .............. : ...... 96. 7% Wednesday .07 /27/05 Channel: A Direction~ s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700.1800 1900_ 2000 2100 2200 2300 2400 Totals 62 53 22 37 82 372 1263 1225 1081 939 1127 970 954 936 900 952 1009 1111 881 557 495 374 275 138 15815 24 .17 6 8 10· 36 228 332 305 142 285 224 254 257 197 233 246 266 256 170 131 106 91 39 12 15 5 7 17 72 327 319 309 233 242 229 197 236 217 225 241 295 249 143 115 99 66 28 14" 9 _4 6 22 -99-..342 296 320 265 307 250 272 239 271 248 277 265 192 136. 126 90 70 35· ··12 12 7 16 33 165 366-278 147. 299 293 -267-231 204 215 246-245 285 184 108 123-79 48 36 AM Peak Hour, ...... _ .. , .......... ; ......... 06.:15 to-07:15. . (_ .1367 vehicles) AM-Peak Hour Factor., ................... -93. 4%· - PM Peak Hour ......... _ ...................... 17 :.00 to 18:00 ( .1111 vehicles)· PM Peak Hour Eactor ........... ~ ......... 94. 2% ·. Weekly Summary Report Location ..... ,_ .. ;, ....... -...... Rancho Santa Fe Dr.: Melrose Dr. to La Costa Meadows Location Code ................... 19 County ............................ San Diego Recorder Set ................... 7 /2.5/05 00: 00 Recording Start, .............. 7/26-/05-00:0G Recording End .................. 7 /28/0-5 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8718 · Machine Nuber .................. 20318 Channel. .......................... A Recorder Mode .................. Volume -Week of July 24, 2005 Channel: A Direction: N End 24 25 26 27 28 29 30 Wkday Daily Time Sun Mon Tue Wed Tcbu Fri Sat-Avg. Avg. 01:00 175 167 · 171 171 02: 00 61 47 54 54 03:00 33 42 38 38 04:00 20 17 19 19 05:00 63 68 .·66 66 06:00 164 173 169 16.9 .. ' 07:00 436 469 453 453 08:00 765 787 776 776 · 09:00 878 845 862 8 62-10:00 857 979 918 918 11:00 798 821 810 810 12: ()0 854 993 924 924 13:00 978 1048 1013 101.3 14:00 1024 1010 1017 1017 15:00 1053 1179 1116 1116 16:00 1260 1235 1248 1248 17:00 r2:54 1320 1287 1287 18: 00 · 1225 1287 1256 1256 19:00 975 984 980 980 20:00 686 738 712 712 21:00 512 551 532 532 22:00 397 403 400 400 23:00 296 360 328 328 24: 00 . 203 185, 194 194 Totals 14·967 15708 15338 ·15339 % Avg Wkday ·97. 6 102.-4 % Avg Day 97.6 102.4 AM Peak Hour 09:00-12: 00- AM Count 878 993 PM Peak Hour 16:00 17:00 PM Count 1260 1320 Weekly Summary Report L6cati•on .... .".: .................. _Rancho Santa. Fe Dr.: Melrose-Dr. to La Costa Meadows Location Code .................. 19 County ......... ; .................... San Diego Recqrder Set ... , ............... _7 /25/05 00: 00 Recording Start ............... 7/2f,/05 00: 00 Recording End ............. : .... 7/28/05 00: 00 Sample Time ...... : .............. 15 Minutes Operator Number ............... 8·718 Machine Nuber ................. -.. 20318 Channel ........................... A Recorder Mode .................. Volume Week of July 24, 2005 Channel: A Direction: S End 24 25 26 27 '28 29 30 Wkday Daily Time Sun Mon Tue Wed Thu Fri il_at Avg. AYg. 01: 00 77 62 70 70 02:00 46 53 so-50 03:00 32 22 27 27 04:00 36 37 37 37 05:00 95 82 139 89 06:00 369 372 371 371 07:00 1230 1263 1247 1247 08:00 1125 1225 1175 1175 09:00 1233 1081 1157. 1157 10:00 1057 939 998 998 11:00 949 1127 1038 1038 12 ~00 867 ,no 919 919 13:00 913 954 934 934 14:01) 848 936 892 892 15:00 905 900 903 903 _16.: 00 968 952 960 960 17 :-OD 922 1009 966 966 18:00 1002 1111 1057 1057 19:00 743 881 812 812 20:00 601 557 579 579 21 :OD 424 495 460 460 22:00 386 374 380 380 23.:-00'. 256 275 266 266 24 :.00 131 138 135 135 Totals 1:i215 15815 l:i:i15 15515 % Avg Wkday 98,.1.101.9 % Avg Day 98 .-1 101. 9 AM Peak Hour· 0 9-:-00 07:00 AM. Count 1233 1263 PM.Peak Hour 18:00 18:00 -PM Count 1002 1111 TM . }:.tJGINEERlNd 'Cd~1P,AJ:!r. , 7!~nsp?rtatibn Division , 1 , . . 24-Hour Volume Plot Rancho Santa Fe Road ••••• .. ~-~-. . . ' .. Betvyeen Melrose· Drive and La Costa Meadows Driye Tuesday,· July 26, 2005 26 !=nd Time Tue" 01:00 ' 252 Rancho Santa Fe Road Between Melrose Drive and ' ' ' La Costa Meadows Drive . 02:00 107 3000 03:00 65 04:00 56 2750 05:00. 158 06:00 533 07:00 1666 08:00 1890 09:00 2111 10:00 1914 11:00 '1747 12:00 .. 1721 2500 2250 2000 .. " u 1750 :c ~ 1500 -· 0 .. . a:, "' ,-. "' "' ~ "' ,-. "' ~ "' °' "' °' a:, 0 . ., ~ "' 0, ~ m "' 0, ,-. a:, m ,-. a:, a:, ~ ~ ~ °' ~ a:, "' ;1: ~ ' "' !;:: ;:::: . "' ~ ~ ~ ,. •' ,-. . a:, '. "' ~ 13:00 1891 1250 . 14:00 1872 · 15:00 .. _1958 1000 "' "' 0, .-~. ,-. 16:00 2228 .. 17:QO 2176 18:d,o 2,127, 19:00 1718 20:00 . 1287 750 500 250 0 i:l ' "' "' -~ " "' "' "' a:, I "' "' ,-. "' J I 0 "' ~ "' ■ "' "' I -"-i-', ..... .,..,. 21:00 936 22:,00 783. ~ 8 -~ 8 8 IN M -q' ,ii o. o p o -9 8 ~ 0 0 0 ~ 0 0 o; ~ ~-' ~ 0 23:00 552 Tline 24:00, · 334 I .:Total· I 30182] * -Volumes represen! combined totals of both directions. /,-- &:JGINEERlNG COMPANY . Transport'arion Division . . ' . . 24-Hour Volu111e _/Plot ,Rancho Santa Fe Road ··•~--~ .. I Between. Melrose Drive and La Cost~ Meadows Drive . . .. 27 Endiirrie V)l~d 01:00 229 02:00 100· 3000 03:00, q4 04:00 54 2750 05:00 150 2500 06:00 545 , 07:Q0 1732 2250 08:00 2012 2000 09:00 1926 l;'l 10:00 1918 u 1750 :c . 11:00 1948 " > 1500 -12:00 1$63 0 .. 13:00 2002 1250 14:00 1946 1000 15:00 2079 16:00 2187 750 17:00 2329 500 18:po 2398 . 19:0Q 1865 20:00. 1295 250 0 a, N N I 21:00 1046 22:00 777 23:00 6~5 , 24:00 ~23 I ·Tot~I I 31$23 I " ''I·; Wednes~ay, July 27, 2005 - 0 ~ ... ... -!.'?. "' -. Rancflo Santa Fe Road Between l\nelrqse Drive and La Costa Meadciwi; Drive a, a, a, N "' r--"' N a, .N a, '" N !:I r-- 0 <O a, a, "' <O 0 N ... <O 0 ... N ., N '" a, a, N a, a, -<O N ----a, "' -r--- . ., a, N - "' ... "' 0 • "' -■ ... . Time <O ... 0 -r--r--r--., •·-~· "' N "' -.-I • .. Volumes represent combined totals of ~oth directions. ',. --~' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 20 Rancho Santa Fe Road Between San Elijo Road and Camino Junipero Page 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 '" RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... Rancho Santa Fe: San Elijo Rd. to Camino Junipero Location Code ............ 20 County .........••..•........ San Diego Recorder Set ....•.....•.• 8/15/05 00: 00 Recording Start ......... 8/16/05 00: 00 Recording End ............ 8/18/05 00: 00 '· Sample Time ..•............ 15 Minutes Operator Number ......... 8720 Machine Number .......... 20320 Channel ..................•.. A Divide By .................. 2 Summation ..•............... No Two-Way ..•.................. No Tuesday 08/16/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 110 42 42 20 56 194 647 919 890 846 793 882 974 1059 1167 1662 1647 1550 1322 942 710 547 368 188 17577 34 18 12 9 4 19 104 226 239 218 220 210 247 258 261 367 421 393 328 253 211 169 115 67 30 12 10 9 33 136 215 217 226 173 222 239 234 232 390 393 370 364 223 174 145 95 51 24 6 9 5 14 53 176 221 209 186 187 208 268 300 326 448 413 406 335 263 172 129 87 42 22 6 11 5 29 89 231 257 225 216 213 242 220 267 348 457 420 381 295 203 153 104 71 28 AM Peak Hour ............................... 11: 30 to 12:30 936 · vehicles) AM Peak Hour Factor .........•........... 94. 7% PM Pe_ak Hour ...•.......................•..• 15:30 to 16:30 1719 vehicles) PM Peak Hour Factor ..................... 94. 0% Wednesday 08/17/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 115 44 35 21 62 194 637 977 991 860 829 870 956 1100 1156 1587 1526 1573 1549 969 773 557 382 238 18001 38 12 11 5 8 30 85 248 264 209 206 181 233 248 260 338 429 417 406 273 245 170 118 62 32 14 12 8 11 29 124 232 275 223 215 254 207 299 275 384 364 407 440 266 215 142 90 60 23 12 6 6 14 53 197 232 230 225 207 218 289 265 301 407 370 373 376 217 173' 118 103 63 . 22 6 6 2 29 82 231 265 222 203 201 217 227 288 320 458 363 376 327 213 140 127 71 53 AM Peak Hour ...•.....•..................... 07:30 to 08:30 1036 vehicles) AM Peak Hour Factor ..................... 94. 2% PM Peak Hour ............•.••....•........•. 15: 15 to 16:15 1678 vehicles) PM Peak Hour Factor ..................... 91. 6% Volume Count Report Location .................. , Rancho Santa Fe: San Elijo Rd. to Camino Junipero Location Code ............ 20 County ...................... San Diego Recorder Set .•...•....... 8/15/05 00: 00 Recording Start ......... 8/16/05 00: 00 Recording End ............ 8/18/05 00: 00 Sample Time .............•. 15 Minutes Opera tor Number ......... fi7 2 0 Machine Number ........•. 20320 ·Channel. .................... A Divide By .................. 2 Summation .....••......•.... No Two-Way ................•.... No Tuesday 08/16/05 .Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 71 50 27 37 114 407 1552 1739 1703 1214 982 959 919 855 987 1074 1167 1220 905 605 479 365 236 133 17800 20 7 3 7 13 58 274 443 451 319 256 212 213 212 255 244 283 307 248 179 110 97 58 43 18 30 6 3 18 77 364 406 453 292 233 261 253 209 224 260 273 326 224 160 138 106 75 41 20 7 12 13 37 116 434 414 412 282 251 222 234 228 256 291 310 308 236 147 117 81 56 23 13 6 6 14 46 156 480 476 387 321 242 264 219 206 252 279 301 279 197 119 114 81 47 26 AM Peak Hour ....................•.......... 07:30 to 08:30 1794 vehicles) AM Peak Hour Factor ..................... 94. 2% PM Peak Hour ..........•.........•.......... 16: 30 to 17:30 1244 vehicles) PM Peak Hour Factor ..................... 95. 4% Wednesday 08/17/05 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 66 34 38 40 97 420 1507 1888 1658 1156 1026 950 1016 926 992 1163 1139 1212 942 657 478 359 227 157 18148 17 11 4 5 19 49 235 479 431 296 278 226 267 218 242 272 299 306 277 189 142 92 78 50 18 11 .9 9 17 90 354 486 421 292 273 256 264 227 232 260 269 308 224 184 108 104 62 36 12 8 14 11 25 113 448 470 408 293 235 237 238 240 253 307 265 297 243 139 121 87 55 36 19 4 11 15 36 168 470 453 398 275 240 231 247 241 265 324 306 301 198 145 107 76 32 35 . AM Peak Hour ............................... 06: 45 to 07:45 1905 vehicles) AM Peak Hour Factor-...............•..... 98. 0% PM Peak Hour ............................... 16: 45 to 17:45 1217 vehicles) PM Peak Hour Factor •...... , .........•..• 98. 8% Weekly Summary Report Location ................ , ........ Rancho Santa Fe: San•Elijo Rd.-to Camino Junipero· Location Code .... : ............. 20 County ............................ San Diego Recorder Set .... · ............... 8/15/05 00:00 . Recording Start--; ......... : .... 8/16/05 00:00 Recording End .................. 8/18/05 00: 00 Sample Time ..... , ............... 15 Minutes Operator Number ............... 8720 Machine Nuber .................. 20320 Channel. .......................... A Recorder Mode ........... .' ...... Volume Week of August 14, 2005 Channel:. A Direction: N End 14 · 15 16 17 18 19 20 Wkday Daily Time Sun Mon. Tue Wed Thu Fri Sat Avg. Avg. 01:00 110 115 113 113 02: 01) 42 44 43 43 03:00 42 35 39 39 04:00 20 21 21 21 05:00 56 62 59 59 06:00 194 194 194 194 07:00 647 637 642 642 08:00 919 977 948 948 09:00 890 .991 941 941 10:00 846 860 853 853 11:00 793 829 811 811 12:00 -882 -870 876 876 -1.3:00 974 95.6 965 965 14:00 1059 1100 1080 1080 15:00 1167 1156 1162 1162 16:00 1662 1587 1625 1625 17: OOc 1647 1526 1587 1587 18:00 1550 1573 1562 1562 19:00 1322 1549 1436 -1436 20:.00 942 969 956 956 21:00 710 773 742 742 22:00 547 557 552 552 23:00 368 382 375 375 24:00 188 238 213 213 Totals 17577 18001 17789 17789 % Avg Wkday 98 _8-101.2 % Avg Day ..98. 8 101.2 AM Peak Hour 08:00 09:00 AM Count 919 991 PM Peak Hour 16:00 16:00 PM Count 1662 1587 Weekly Summary Report Location .......................... Rancho Santa Fe: San Elij o Rd-. to Camino Junipero Location Code ................. :20 County.; .......................... San Diego Recorder Set ................... 8/15/05 00: 00 Recording Sta.rt ............... 8/l:6/05 00: 00 Recording End .................. 8/18/05 00: 00 Sample Time ................ ; .... 15 Minutes Operator Number ............... 8720 Machine Nuber .. .' ............... 20320 Channel. .......................... A Recorder Mode .................. Volume We!ek of August 14, 2005 Channel: A Direction: s End 14 15 16 17 18 19 20 Wkday Daily Time Sun Mon Tue .Wed Thu Fri Sat Avg. Avg. 01:00 71 66 69 69 02: 00 50 -34· -42 · 42 0'3: 00 27 38 · 33 33 04:00 37 40 39 39 05:CIO 114 97 106 106 06:00 407 420 414 414 07:0-0 1552 1507 1530 · 1530 08:00 1739-1888 1814 1814 0-9: 00 1703 1658 1681 1681 10:00 1214 1156 1185 1185 11:00 982 1026 1004 1004 12:0CI 959 950 955 955 13:00 919 1016 968 968_ 14:00 855 926 891 891 15:00 987 992 990 990 16:00 1074 1163 1119 1119 17:00 1167 1139 1153 r153 18:00 1220 1212 1216 1216 19:00 905 942 924 924 20:00 605 657 6,31 631 21: 00 · 479 478 479 479 22:00 365 359 362 362 23:00 236. 227 · 23-2 232 24:00 133 157 145 145 Totals 17800 18148 17974 17974 % Avg Wkday 99.0 101. 0 % Avg Day 99.0 . l0L0 AM Peak··Hour 08:00 08:00 AM Count · 1739 1888 PM Peak Hour 18:00 18:00 PM .Count 1220 1212 '" ENGINEERING COMPANY Tra1\sportac1~on bivision 24-Hour Volume Plot Rancho Santa Fe Road . , I I • B~tween San Elijo Road and C,amino Junipero Tuesday, Au9ust 16, 2005· ' 16 End Time Tue 01:00 ' 181 ' Rancho Santa Fe Road B~tween San Elijo Road and Cartjino Junipero · 02:00 92 03:00 69 04:00 57 3000 2750 ..,. -., o\ ., ::: . "' .., ... N N co a, N N "' N 05:00 170 06:00 sd1 07:00 2199 08:00 2658 09:00 2593 10:00 ·2060 2500 2250 2000 ~ " u 1750 :;; a, ... a, i1i N N 0 N co N N 0 .., ..,. N ;;: a, ;;; ' "' ., ... ., ~ -... ~ ~ ' ~ " ~ 11:00 1775 12:00 1~41 > 1500 -0 .. .. : a, . ., . ~ 13:00 1893 . 1250 N 14:00 1914 1000 ;;; ' 15:00 2154 16:00 2736 750 - 0 ..,. 0 co co 17:bo 2814 500 N 18:00 2.770 19:00 2227 . 20:00 1547 250 0 .; 0 .., ... J ~ N "' ~ ii I c,· ~ -'-r ..... '-r '-r "'r ..... '-r ..... '-r 21:00 1j89 22:00 912 ~ 0 ~ i 8 8 ~ 0 8 ~ ~ 8 8 8 0 0 0 8 0 0 ~ 8 ~ ~ 0 0 .~ i ~ ~ i 0 N :g i!i ;; .,; il ~-:! ~ .; i:i 0 ., 0 0 0 0 N N N 23:00 604 Time 24:00 321 I Total I 35377 I • -Volumes represent combined totals of l)olh directiohs. ' I I ENGINJ!ERlNG COMPANY r -Trarisf,orration Divisian ' . . !'·' 24-Hour Volume Plot · ' Rancho Santa f e Road Between San Elijo Road an(;:I C;:imino_ Junipero · "' . " ~ -' 17 _ End nm~ Wed 01:00 I 181 02:00 18 3000 . 03:00 7~ 04:00 61 2750 05:.00 159 2500 06:00 614 07:00 2144 2250 08:00 2865 2000 09:00 2649 ~ ~ 10:90 · 2016 11:00 1855 12:00 1820 u 1750 :i: ;!;! 1500 0 .. 13:00 1972 1250 14:Q0 . 2026 1(:100 15:00 2148 16:00 2750 750 17:00 2665 500 18:00 2785 19:00 2491 20:00 · 1626 250 0 -., -_J 21:00 1251 22:00 916 23:00 609 24:00 395 I Total ·1 36149 I Wednesday, August 17, 2.005 ., <'> ,_ r-,. -- Ranch~ ·santa Fe Roiid Between l,an Elijo Road and CamlJlo j4nip~fo · . "' N "' . ~-"' "' !;:; ,_ . ffl st N ID N N '" st N st ., st st ;;; ID N -~ ;;; 0 "' ,_ N 0 "' "N . "' -., N -., -ID N ID - . st (0 ' "' . "' -· (0 _I,_ -.... '. Timp ;;; N - ID -"' • •• ' ' ' "' 0 ID "' "' <'>. L,. " -V9/umes represent combined totals of ~oth directions. - I I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM · SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 21 Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Posta NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 . . RICK. ENGINEERING COMPANY Transportation Division '" Page 1 2 3 4 5 6 1 Volume Count Report .Location ..•........•....... Rancho Santa Ee: Olivenhain Rd. to Calle Acervo Location Code •...•....... 21 County ...................... San Diego Recorder Set.-.......•. ;. 8/15/05 ,0D:·oo Recording Start .....•..• -8/16/05 00: O"0 Recording End ........•... 8/18/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8721 Machine Number .......... 20321 Channel .........•. ·~· ........ A _ Di-Vi5e By .....•........•.•. 2 Summation .................. No Two-Way ....•................ No Tuesday 0B_/16/05 _Channel: A Direction: N" 0100 0200 0300 0400 0500 0600 0100.0800-0900 1000 1100 1200 1300 1400 1500 1600 1100 1800 190IT 2000 2100 2200 2300 2400 Totals 34 16 8 -4 22 69 190 48~ 515 451 465 536 521 497 619 722 745 705 572 327 222 146 98 64 8032 13 6 4 Q . 2 12 2~ -100 139 118 117 122 132 123 122 163 195 186 154 81 71 .39 22 19 6 4 2 1 6 11 38 95 109 100 121 141 138 147 133 19f 193 173 165 88 58 44 24 20 5 2 2 3 4 17 67 -130· 1'33 127 103 138 122 121 188 169 .ma 177 123 87 44 36 28 16 10 4 0 0 10 29 61 159 134 106 124 135 129 106 176 199 169 169 130 71 49 27 24 9 AM Peak Hour ..•............................ 11:15 to 12:15 546 vehicles) AM Peak Hour Factor ...................... 96. 8 %. PM Peak Hour ..............•...•..•.......... 15: 45 to 16:45 775 vehicles) PM Peak Hour Factor ............•.......• 97. 4% Wednesday 08/1. 7/05 Channel: A ·Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 21 20 7 9 23 52 207 447 494 461 449 524 519 530 591 730 759 715 627 376 230 172 122 83 8168 10 7 2 3 7 24 83 151 116 97 128 129 145 127 169 198 180 167 127 59 53 34 23 2 6 2 4 6 10 35 101 129 113 99 125 143 134 146 174 180 178 176 81 57 47 34 18 6 5 . 2 3 4 11 69 103 103 99 117 143 125 142 171 182 189 170 148 72 52 42 26 19 3 2 10 24·-79 -160-111 133 136 128 122 109 f47 205 192 -187 136 96 62 30 28 23 AM Peak Hour ; .................... •-• ........ 0 7: 3 0 to .08: 3.0 543 vehi-cles) 11M" Peak Hour Factor ............... ~ .••••. 84. 8%· PM Peals: Hour ..............••............•.. 15: 45 to. 16: 4 5 772 vehicles) PM Eeak Hour Factor •...............•..•.. 94 .1% Volume Count Report Location ................... Rancho Santa Fe: Oliv-enha-in. Rd. to Calle Acervo Location Code ............ 21 County ...........•.......... San Diego •-R_ecorder Set .•.... c •• a •• _. 8/15/0:i QO: 00 - -Recording Start ........ :-8/16/05 00: OD Recording End ............ 8/18/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8721 Machine Number ... : ...... 20321 Channel ..................... -A Di:vide By; .. ·••-• .. ~; ...... 2 . Summation .................. No Two-Way ..................... No Tuesday 08/16./05 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 080009001000 1100 1200 1300 14001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 44 31 13 7 13 60 507 801 791 536 492 519 541-543 656 609 651 714 633 452 -354 250 139 73 9429 14 4 6 3 7 53 227 202 147 113 111 ,138 121 166 148 156 -184 178-123 ,102-81 42 27 11 14 4 z 4 w 118 173 210 139 122 132 138 120 162 152 174 203 155 107 97 69 41 17 -10 5 0 2 19 '150 171 196 131 118 135-147 150 175 145 156 159 152 124 78-54 28 · 18 9 8 3 2 5 24 186 230 183 119 139 141 118 152 153 164 165 168 148 98 77 46 28 11 . AM Peak Hour ...... : ........................ 07: 45 to 08:45 838 vehicles) AM Peak Hour Factor ..................... 91.1% PM Peak Hour_ ............................... 17: 00 to 18:00 714 vehicles) PM Peak Hour Factor ................. : ... 87.9% Wednesi:iay 08/17/05 Channel: A Direction: _s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 55 20 11 13 17 63 517 775 724 513 534 513 526 542 646 667 637 738 557 482 377 253 135 89 9404 13 10 4 4 8 55 190 181 151 147 123 133 133 173 171 . 167 193 152 131 101 75 40 36 20 2 4 3 7 98 191 206 118 132 115 131 114 134 132 160 207 143 131 106 64 32 24 -10-2. 5 4 6 22 156.. 187 175 130 131 144 m_ 143 176 183 153 177 128 109 -103 55 37 16 12 6 7 2s--208 207 162 114 124 131-133 152 163 181 157 161 ~34 1.11 67 -S9 26 13 AM Peak Hour ......... -....... , .............. 07:-30 to -08:30 781 -Vehicl-€S) AM Peak Hour Factor ......... •-• .......... 94. 3'k PM Peak Hou-r ........... _ .................... 1 7: 00 to 18:00 ( 738 vehicles) PM Peak Hour Factor ............. : ....... _89 .1% Weekly Summary Report Location ........ ~ ............ -; ... Rancho Santa Fe: Olivenhain-Rd. to Calle Acervo Location Code .................. 21 County ................. , ........... San Diego Recorder Set .. , ................ 8/15/95 00: 00 Recording Start .. , ............ 8/16/05 00:_00 Recording End ................. ;lf/18/05 00:00 Sample Time ....... _ .............. 15 Minutes Operator Number ............... 8721 Machine Nuber .................. 20321 Channel. .......................... A Recorder Mode .................. Volume - Week of August 14, 2005 Channel.: A Direction: N End 14 15 16 17 18 19 20 Wkday Daily Time Sun -Mon Tue Wed Tlµi Fri Sat Avg. Avg. 01:00 34 21 28 28 02:()0-16-. 20-18 18 03:00 8 7 8 8 04:00 4 9 7 7 05:00 22 23 23 23 06:00 69 52 61 61 07: ob 190 207-199 199 08:00 484 447 466 466 09:00 515 494 505 505 10:00 451 461 456 456 11:00 465 449 457 457 12 :oo-536 524 530 530 13:00 521 519 520 520 14:00 497 530 514 514 15: o·o 619 591 605 605 16:00 722 730 726 726 17 :.oo, T4:S 759 752 752 18:00 705 715 710 710 19:00 572 627 600 600 20:00 327 376 352 352 21:00 222 230 226 226 22:00 146 172 159 159 23:00 98 122 110 110 24:00 64 83 74 74 Totals 80-32 8168 8100 8100 % Avg Wkday 9-g .2 100.8- %-Avg Day 99.2 100.8 AM Peak Hour 12 :-oo 12:00 AM Count 536 524 PM Peak Hour 17:00 1 7 :-00 PM Count 745 759 Weekly Summary Report Location ......................... Rancho Santa Fe-c Olivenhain Rd. to Calle Acervo Location Code .................. 21 County ............................ San Diego Recorder_ Set ......•............ 8/15./QS 00: 00 Recording· Start ............... 8/1-fi/-05 00: 00 Recording End .................. 8/18/05 00: 00 · Sample Time ..................... 15 Minutes Operator Number ............... 8721 Machine Nuber .................. 20321 Channel. .................. ; ....... A Recorder Mode .................. Volume Week of August 14, 2005 Channel: A Direction: s End 14 -15 16 17 18 19 20 Wkday Daily Time Sun Mon Tue Wed Thu· F.r.i Sat Avg. Avg .. 01:00 44 55 SD so 02.:-00 31 20 26 26 03:00 13 11 12 12 04:00 7 13 10 10 05:00 13 17 15.. 15 06:00 60 6.3 62 62 07:00 507 517 512 512 08:00 801 775 788 788 09:00 791 724 758 758 10:00 536 513 525 525 11:00 492 534 513 513 12:00 519 513 516 516 13:00 541 526 534 534 14:00 543 542 543 543 15:00 656 646 651 651 16:00 609 667 638 638 17.: 00 651 637 644 644 18:00 714 738 726 726 19:00 633 557 595 595 20:00 452 482 467 467 21:00 354 377 366 366 22:00 250 253 252 252 23,00 139 135 137 137 24:00 73 89 81 81 Totals 9429 9404 9417 9417 % Avg-Wkday 100.l 99.9 % Avg _Day. 100.1 99.9 AM Peak Hour 08:00 08:00 AM Count 801 775 / PM Peak Hour 18:00 18:00 .. PM Count 714 738 ENGINEERING .COMPANY •1 Tra1isportation Division \ ' 24-Hour Volume Plot Rancho Santa Fe Road . ' • · Between Olivenhain Road and~Calle Acervo/Avenida La Posta 16 l;:nd Tiine Tue · 01:00 ' 78 . 02:00 47 1750 03:00 21 •, 04:00 11 05:00 35 1500 06:00 129 07:00 697 1250 08:00 1285 09:00 1306 10:QO 987 ·11:00 957 ~ .. 3! 1000 .c .. >: -12:00 . 1055 13:00 1062 0 .. 750 14:00 1040 15:00 1275 500 16:00 · 1331 11:d() 1396 18:00 1419 250 ·19:00 ' 1205 20:00 779 0 "' ,_ ,_ I "' ;;; • 21:00 576 22:00 396 ~ 8 0 0 8 ;; 0 0 23:00 237 ,24:00 ', 137 I, crota! 111451 I ' iuesday, August 16, 2005 , ~ ~ 0 ~ Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Av~nid~ La Pbsta "' en en :;;: "' ;;; "' "' "' ~ "' 0 "' "' ,_ ~ N ~ N "' ~ 0 N ~ "' N 0 "' "' " 0 ~ 0 ,_ ~ "' ,_ ~ . en "' en en ,_ ,_ ,_ en "' ' en N ~ ~L ' ~ ~ c.,. i 8 ~ 0 0 ?. ~ ~ ~ ~ 0 ; ~ 0 8 0 0 0 " 0 ~ i!i io ii a? ~ ;! ~ !'! !! 0 Tillie ' ·, "' ,_ "' "' en "' ,_ "' N1 ,_ "' I ?. 8 B 8 ;; i:i ii ~ "' • 'volumes ropres~nt cbmbined totals of•both directions. I ' ENGINEERING COMPANY Tralupohllri~i Diuisioll 24-Hour Volume Plot Rancho Santa Fe Roa~ • Between Olivenhain Road and Calle Aaeryp/Avenida La Posta ' ' 17 End Time .Wed 01:00' 76 02:00 40 1750 03:00 ' 18 04:06 22 05:00 40 1500 06:ob 115 07:00 724 1250 08:00 1222 00:do 1218 .. " 10:00 974 'il 1000 :c 11:00 983 ~ -12:00 1037 13:00 1045 0 .. 750 14:00 1072 15:0p 1237 500 16:00 1397 17:00 1396 18:00 145.3 250 19:00 1184 20:00 858 0 21:00 607 22:00 425 23:00 257 24:00 ' 172 I Total I '17572 I Wednesday, August 17, 2005 "' I'-0 ., "' ■ ::.. -"' - § 0 ~ I ~ 0 0 0 Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Posta . "' I'-. "' "' "' "' ;!: M M --"' ., [:; "' ;;; "' ;i; ~ -r -"' f::! -I'-M ... 0 M ~ 0 -;!: ., -"' "' ., "' ., ... "' I'- I ~ -0 I ;t ~ i 0 0 ~ ~ ~ ~ 0 ~ o· 0 8 0 ~ 0 ~ ~ ~ ~ 0 " 0 ~ ~ t: ~ 0 0 0 -N Time I'-0 "' "' "' ... ' I'-"' ·, "' "' ··t': • ~ ~ 0 ~ ~ .; N ~ N N N " .. -Volumes represent c;ombined totals of bdtli directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 22 Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive Page 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 "' ENGINEERING COMPANY Transportation Ditiision Volume Count Report Location ................... Carlsbad Village Drive: Victoria Ave to Pontiac Dr. - Location Code ............ 22 County ...................... San Diego Recorder Set ............. -7 /18/05 00: 00 Recording-Start ......... 7 /19/05 00: 00 Recording End ............ 7 /20/05 . 00: 00 Sample Time .... : ........... 15 Minutes Operator Number ......... 8722 Machine Number .......... 20322 . Channel .... ·~ ............... A Divide By ................. :2 Summation .................. No Two-Way ....................... No "Tuesday 07 /1.9/05" Channel:-A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800-1900 2000 2100 2200 2300 2400 Totals 15 . 4 2 9 7 46 101 221 200 202 204 197 225 ·184 214 208 204 222 182 179 127 78 50 31 3112 8 3 1 3 0 7 19 '45 61 57 49 43 56 50 50 55 48 51 45 51 35 22 17 13 4 0 3 1 8, 25 56 48 52 58 47 47 54 54 40 52 57 57 51 39 28 1_1 4 ) 1· 0 1 10 27 60 39 51 54 52 61 37 57 62 51 61 38 -40 32 16 12 8 2 0 0 2 5 · 21 30 60 52 42 43 55 61 43 53 51 53 53 42 37 21 12 10 6 AM Peak Hour ............................... 07: 15 to 08:15 237 vehicles) AM Peak Hour Factor ..................... 97 .1% "PM Peak Hour .......... '.. ..................... 12 : 3 O to 13 :30 226 vehicles) PM Peak Hour Factor, .................... 92. 6% Wednesday 07/20/05 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 12 7 4 8 10 42 116 212 210 239 197 192 223 208 176 206 222 231 169 163 90 86 60 19 3102 6 0 2 9 22' 39 56 67 42 36 71 60 41 45 55 61 41 51 25 28 29 · 9 2 6 0 4 2 6 24 56 ' 49 40 43 49 48 56 41 53 54 54 45 41 25 23 12 5 4 0 3 3 2 ' 7 37 65 59 62 52 -61 -48 46 -46 57 57 51 37 37 17 18 · 8 3 0 . 0 0 4 · 20 33 52 46 70. 60 46 56 46 48 51 56 65 46 34 23 17. 11 2 AM Peak Hour ............ -··· .............. 09: 00 to 10:00 239 vehicles) AM Peak !four Factor ...................... 85.4% PM 'Peak Hour ........................ ;.,., ........ 17 :-00 to 18: 0.0 231 vehicles) PM Peak Hour Factor ................... _. 88.8% Volume Count Report Location ................... Carlsbad Village Drive: Victoria Ave to Pontiac ·or. Location Code ............. 22 County ............. ; ........ San Diego Recorder Set ............. 7/18/05 00:0·o·. Recording Start ......... 7/·19/05 00:00 Recording End ......... ; .. 7/20/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8722 Machine Number .......... 20322 Channel ...... .,.·.:, .......... A Di vi'de By .................. 2 Summation·····--······-··· No Two-Way; .............. ; ..... No Tuesday 07(1'9/05 Channel : -A , · n·irection: E 0100 0200·0300 Q400 0500 0600 0700 080{)'0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 17 11 10 4 4 6 36 92 142 111 143 163 159 210 196 178 254 278 242 220 170 120 76 42 2884 9 3· 2 0 4 20 29 27 33 40. 58 54 57 · 50 64 62 60 59 51 • 44 25 13 4 5 1 2 0 0 11 14-38 32 43 31 39 45 43 46 54 77 56 51 38 35 19' 11 2 3. 4. 0 0 2 10 29 29 31 33 44 34 67 45 45 65 · 74 54 54 44 · 21 19 8 2 2 2 0 4 3 11 29 46 21 34 48 28 44 51 37 71 65 72 56 37 20 13 10 AM Peak Hour ............................... 11:30 to 12:30 189 vehicles) .. .AM Peak Hour Factor ...................... 81. 5% PM Peak Hour: ..... · .................. : ...... 16: 45 to 17 :45. 284 vehicles) PM Peak Hour Factor ..................... 92. 2% Wednesday 07/20/05 Channel: A Direction: E 0100 0200 0300 0400.0500 0600 0700 0800 0900 jOOO 1100.1200 1300 1400 1500 1600 1700 1800 1900.2000 2100 2200 2300 2400 Totals 15 8 8 ' 5 6 6 39 81 104 121 148 160 196 200 .162 198 268 289 253 226 148 114 59 41 2855 3 0 2 1 0 0 5 14 30 31 25 33 .49 43 39 58 61 78 61 60. 38 34 25 11 ../ 6 3 3 2 2 1 5 15 28 37 38 39 46 63 46 41 60 70 64 50 37 31 13 7 1 4 0 2 4 12 30 14 27 46 · 43 45 46 35 ·45 69 72 69 65 32 27 11 9 :i 2 ·2 2 17 22 32 26 39 45 56 4& 42 54 78 69 59 51 41 22 10 14 AM Peak Hour ......... , ..... : ............... 11: 30 to 12:30 . ( 183 vehicles) AM Peak Hour Factor ...... _._ ............ 93 .4% .JeM Peak Hour ............................ ; .. 16:45 to 1'7:4S 298 vehicles) ·PM Peak Hour Factor ..... : ................ 95.5% Weekly Summary Report Location ......................... Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code ......•........... 22 County •.......•................•.. San ,Diego Recorder Set .......... '. ........ 7/18/05 00:00 Recording Start ..........•.... 7/19/05 00 :-00 Recording End .. ,~ .... , .........• -7/20/05 00:00 Sample Time ..................... 15 Minutes Operator Number ..........•.... 8722 Machine Nuber .•....•........... 20322 Channel-•..•... , .....••........... A Recorder Mode ......... , ........ Volume Week of July 17, 2005 Channel: A End 17 18 19 20 21 '.I'ime Sun Mon Tua Wed-Thu 01: 00 15 12 Q2 :00 4 7 03:00 2 4 04:00 9 8 05-: oo--7 10 06:00 46 42 07:00-101 116 08:00 221 212 09:00 200 210 10:00 202 239 11:00 204 197 12:00 197 192 13:00 225 223 ,14: 00 184 208 15:00 214 176 16:00 208 206 1_7: 00 204 222 18:00 222 231 19:00 182 169 20:00 179 163 21:00 127 90 22:00 78 86 23:00 50 60 24:00 31 19 Totals '3112 3102 %" Avg Wkday 100.2 99.-8 % Avg Uay 100.2 99. 8 AM Peak Hour 08:00 10:00 AM Count 221 239 PM Peak Hour 13 :-00 18:00 -PM Count 225 231 Direction: W 22 23 Wkday Daily Fri Sat Avg.-Avg. 14 14 6 6 3' 3 9 9 9 9 44 44 109 109 217 217 205 205 221 221 201 201 -195 195 224 224 196 196 195 195 207 207- 213 213 227 227 176 176 171 171 109 109 82 82 55 55 25 25- 3107 3107 Weekly Summary Report Location··········~·····•·········Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code .................. 22 County ............................ San Diego Recorder Set ......•............. 7 /18/05 00: 00 Recording· Start ............... 7 /19/05 00: 00 Recording End,, ................ 7 /20/05 00: oo· Sample Time ..................... 15 Minutes Operator Number ......•..•..... 8722 Machine Nuber .................. 20322 Channel. .......................... A Recorder Mode .................. Volume . Week of July 17, 2005 Channel: A Direction: E End 17 18 19 20 21 22 23 Wkday Daily Time· Sun-Mon Tue Wed Thu.. Fri Sat Avg. Avg. 01:00 17 15 16 15· OQ :DO 11 8 10 10 03:00 10 8 9 9 04:00 4 5 5 5 05: QQ. 4 6 5 5 06 ~oo 6 6 6 6 07:00 36 39 38 38 08:00 92 81 87 87 0-9: 00 142 104 123 123 10:00 111 121 116 116 11:00 143 148 146 146 12:00 163 160 162 162 13:00 159 196 178 178 14: 00 · 210 200 205 205 15:00 196 162 179 179 16:00 178 198 188 l88 17:00 254 268 261 261 18:00 278 289 284 284 19:00 242 253 248 248 20:00 220 226 223 223 21·, 00 170 148 159 159 22:00 120 114 117 117 23:00 76 59 68· 68 24: 00 · 42 41 42 42 Totals 2884 2855 287-0 2870 "' 0 Avg Wkday 100.5 99.5 % Avg Day 100.5 99·. 5 AM' Peak Hour 12:00. 12:00 AM Count 163 160 PM Peak Hour 18:00 18:00 PM Count 2781 289 ENGINEERrtiG COMPANY Transportation Divisipn '" 24-Hour Volume Plot C~rlsbad Village Prive aetween Victoria Avenue and PQntiac Drive. Tuesday, July 19, 2005' I 19 ~ndTime ,11Tlle Carlsbad Village Drive B!!tween Viotoria Avenue ~nd Pontiac Driv~ 01:00 ., 32 02:00 15 1500,-----------------------,------------~~ 03:00 '1::i 04:00 13 05:00 11 1250 06:00 52 07:00 137 08:00 313 1000 09:0Q 342 10:00 3I3 .. " u :c " 11:00 3f7 12:bo 3q0 .· > 750 0 .. 13:00 384 0 14:00 394 15:QO 41P 16:00 386 17:00 · 458 18:00 500 "" 0 0 "' "' ~ 500 ;;_t; .., "' .., a, 0 a, ~ "" .., a, "' .... (0 "l "' .., "' "' "' .., "' ~ "' .... ;;; "' ;;; a, "' a, 250 a, .... ~ "' "' "' ~ ~ 19:00 424 20:00 399 "' "' "' "' "' ~ ~ ~ :::; o 21:QO ;197 22:00 198 0 0 0 ~ 0 0 ~ 0 0 o-0 0 0 ·o 0 0 0 0 ; 0 0 0 0 0 :a 9. 9. 9. 9. 9. 9. 9. E 9. 9. ~ i i 9. ,;::?. 9. 9. 9. 9. ~ 1,1 M ~ i!l w ~ 00 m ~ ~ M ~ ~ 0 " :::i M 0 0 0 0 0 0 ., N N N ?3:00 126 Time ·24:00· , 73 I Total I 5996 I • -Volumes represent combined totals ~f both directions. I I / \ . -/ ·ENGINEERING COMPANY TransJJOrtation Divisiofl 24-Hour Volume Plot. Carl~bad Village Drive Between Victori~ Avenue and Pontjac Drive ' . ' Wednesday, JL!IY 20, 2005 20 End Time Wed • ' I Carlsbad Village Drive Between Victoria Avenue <!nd Pontiac Drive 01!od 27 02:00 15 1500 03:oo· 12 04:00 13 I 05:00 16 1250 06:00 48 I 07:00 155 08:00 293 1000 09:00 314 .. " 10:00 1360 u :c I I " 11:DO 345 · 12:ob 352 13:00 419 > 750 'o "I' 0 0 "' 14:00 408 15:00 $38 16:00 404 500 C) "' C) <0 .,. .,. !::I -C) g "' .,. 0 0 .,. <0 "' "' ., <0 .,. .., .,. .,. .., .., ;;; .., .., .., .., C) "' <0 . 17:00 490 18:00 520. 250 .., 0 :g "'' ~· "' --.19:00 422 20:00 389 0 -0 <0 I ,._ "' ~ .., ci, .,. "' "' ----• I. + . "..- 21:00 238 22:00 200 0 0 0 0 0 ~ 0 ~ 0 ~ 0 0 0 0 0 0 ~ 0 ~ 9. " ~ " ~ 0 ~ " " ~ ; 9. " " m ~ l!l ~ ~ ~ 0 ;; ::i M ~ 0 0 0 N N 23:00 119 Tiine 24:00 60 I Total· I 5957 I • ➔ Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK LINK COUNT SUMMARY Number: Location: Contents: 23 Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive Page 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 RICK- ENGINEERING COMPANY Transportation Division Volume Count Report Loca.tion ...... -·•··········Poinsettia Lane: Paseo Del Norte to ,Ba-tiquitos Dr. Location Code ............ 23 County ...•.................. San Diego Recorder Set-.~··········· B/8/05_ -ou-: 00 Recording Start· ......... 8/-9/05 -oo-:OO Recording End .....•...•.. 8/11/05 00: 00 Sample Time ....•...•...••. 15 Minutes Operator Number ......... 8723 Machine Number .......... 20323 Channe 1 .... ·~ ........•.....• A Divide By ..••.............. 2 Summation ....•............. No Two-Way ......... : ....•...... No "Tuesday 08/09/05 Channel: A ~ Direction: w· 0100·0200 0300 0400·0500 0600 0700 0800 0900 1000.1100 1200 13001400 1500 1600 1700 1800c1900·2000 2100 2200 2300 2400 Totals 46 21 17 19 69 293 629 788 -768 771 711 716 731 746 743 806 910-1052 780 429 289 222 150 90 "11796 20 7 6 2 10 61 132· 207 181 199 183 154 .205 163 193 206 234 308 229 135 101 65 42 29 14 3· 3 4 16 57 140 180 174 188 174 199 195 178 173 184 214 251 213 92 74 57 41 20 10 11 6 2 20 69 181 211 203 191 187 184 154 197 .191 242, 253--261 170. 113 66 153 41 27 2 0 2 11 23 106 176 190 210 193 167 179 177 208 186 174 209 232 168 89 48 37 26 14 AM Peak Hour ............................... 08:30 to 09:30 800 vehicles) AM Peak Hour Fact-or ..............•....•. 95. 2% PM Peak Hour ....•.......................... 17: 00 to 18:00 1052 vehicles) PM Peak Hour Factor .................. : .. ·95. 4"% Wednesday 08/10/05 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 33 13 14 23 63 285 625 816 753 743 760 731 779 698 714 844 , 888 1018 779 474 320 242 165 · 97 11877 13 7 3 5 8 62 133 197 161 197 185 174 207 182 184 223 187 314 230 163 106 80 46 33 8 1 5 7 13 54 134 177 197 164· 168 177 191 175 156 178 219 280 207 120 77 59 38 19 3 1 2 9 -17 77 190 213 191 204 219 216 192 162 200 243 237.. 212 180 94 72 55 41 28 9 4 4 2 25· 92 168 229 204 178 188 164 189 179 '174 200--245 212 162 97 65 48 34 17 AM Peak Hour······~····· ............... _ .. 07 cOO to 08: 00. -816 vehicles.) AM Peak Hour Factor ....•.......••.•..... 8 9 . 1%. PM Peak Hour; ............................. ,.16: 30 to, 17:30 1076 vehicLes.) PM Peak Hour Factor: .............. _._._. ... 85. 7% Volume Count Report. Location ............. ; ..... Poinsettia Lane: Paseo Del Norte to Batiguitos Dr. Location Code ............ 23 County ....•...........•..... San Diego Recorderset ............. 8/8/05 1l0:00 ,Recording Start ......... 8/9/05 00:00 Recording End ............ 8/11/05 00: 00 Sample Time ...........•... 15 Minutes Operator Number ......... 8723 Machine Number .......... 20323 Channel ........•........•... A Divide By ............. · ..... 2 Summation ..•..•............ No Two-Way .....•............... No Tuesday 08/09/05 Channel: A · Direction: .E . . 0100 0200 0300 0400·0500 0600 0700 06000900 1000 1100 1200 1300 140015001600 17001800 1900 2000.2100 2200 2300 2400 Totals 67 45 16 23 34 160 531 952 879 714 600 665 720 743 771· ·810 '!164 1142 1051 749 578 483 310 153:.13160 28 21 3 3 2 22 69 173 241 176 144 142 176 173 182 182 ·22-1 281 256 234 142. 143. 86 54 18 7 4 6 .6. 33 110. 198 237 185 139 162 166 185· 184 224 227 284 317 178 '148 143 88 43 . 9 7 8 10 50 168 281 206 181 143 175 198 188 212 188 261 283. 235 175 151 98 64 32 12 10 8 6 16 55 184 300 195 172 174 186 180 197 -193 216 255 294 243 162 137 99 72 24 AM Peak Hour ............................... 07:30 to 08:30 1059 vehicles) AM Peak Hour Factor ..•............•..... 88. 3% PM Peak.. Hour .........................•...•. 17: 30 to 18:30 1150 vehicles) PM Peak. Hour Factor .................•... 90. 7% Wednesday 08/10/05 Channel:. A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 72 31 20 21 31 142 530 950 959 689 606 704 775 761 779 856 956 1108 927 732 593 485 353 201 13281 23 l)' 8• 5 3 15, 70 188 284 179 141 177 166 198 208 218 221 297 234 198 175 124 104 80 19 10 .2 5 11 20 99 193 225 175 141 172 205· 186 175 208 209 242 258 192 145 128 101 57 19 8 5 4 9 57 189 268 200 182 160 166 189 183 203 222 273 278 227 177 149 118 76 40 11 4 5 T 8 50 172 301 250 153 ·154 189 215 194-193 208 253 291 208 165 124 115 72 24 .AM Peak Hour ................. ; ... ···~ ..... 07: 30 to 08:30 1078 vehicles) AM Peak Hour Factor ...........•....•...•. 89 .5%- PM -Peak Hour ............................... 1'7 :00 to 1·8: 00 1108 -vehicles) PM Peak Hour Factor ......... , .... : ...... 93.3% Weekly Summary Report Location ...•...... -............... Poinsettia Lane: Paseo Del Norte to Batiquitos Dr. · Location Code ...........•...... 23 County ...•.....................•.. San Diego Recorder Set ........ _ ..•........ 8./ 8/0 5 o o : o o Recording Start.-.:~ ............ 8/9/05 oo: oo Recording End .................. 8/11/05 00: 00 Sample Time ........ _ ............. 15 Minutes Operator Number ............... 8723 Machine Nuber .................. 20323 Channel ........................... A Recorder Mod_e-•............... Volume Week of_ August 7, 2.005 Channel: A Direction: w End 07 08 09 10 11 12 13 Wkday Daily Time Sun Mon-Tue Wed Thu Fri Sat Avg. AV'g. 01:00 46 33 40 40 02:00 21 13 17 lT 03:00 17 14 16 16 04:00 19 23 21 21 05:00 69 63 66 66 06:00 293 285 289 289 07:00 629 625 627 627 08:00 788 816 802 802 09:00 768 753 761 761 10:00 771 743· 757 757 11:00 7ll 760 736 736 12:00 716. 731 724 724 13: o-o 731 779 755 7_55 14:00 746 698 722 722 15: oo. 743 714 729 729 16:0.0 806 844 825-825 T7:00 910 888 89·9 899 18:00 1052 1018 1035 1035 19:00. 780 779 780 780 20:00 429 474 452 452 21:00 289 320 305 305 22:00 222 242 232 232 23:00 150 165 158 158 2°4-_: 00_ 90 97 94 94 Total-s 11796 11877 11837 11837 % Avg Wkday 99.7 100.3 %" Avg Day -99. 7 100.3 AM Peak Hour 08:00 OB:00 AM -Count 788 816 PM Peak Hour 18:00 ·18:00 PM Count 1052 1018 Weekly Summary Report Location ......................... Poinsettia Lane: Paseo Del Norte to Batiquitos Dr. Location Code ................... 23 County ............................ San Diego Recorder Set ................... 8/8/05 00:00 _ Recording-·start ............... 8/9/05 oo: oo Recording End .................. 8/11/05 00: 00 Sample Time ..................... 15· Minutes Operator Number ............... 8723 Machine Nuber .................. 20323 Channel ............................ A Recorder Mode .................. Volume Week of August 7, 2005 Channel: A Direction: E End 07 08 09 10 11 12 13 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 67 72 70 70 02:00-45 31 38 38" 03:00 16 20 18 18 04:00 23 21 22 22 05:00 34 31 33 33 06:00 160 . 142 151 151 07 sOO 5:n 530 531 531 08:00 952 950 951 951 09: 00 879 959 919 919 10:00 714 689 702 702 11:00 600 606 603 603 12:00 ·665 704 685 685 13:00 720 775 748 748 14:00 743 761 752 752 15:00 771 779 775 775 16:00 SlO 856 833 833 . 17: 00 964 956 960 -9-60 18:00 1142 1108 1125 1125 .19: 00 1051 927 989 989 20:00 749 732 741 741 21:00 578 593 586 586 22:00 483 485 484 484 23:00 310 353-332 33-2 24:00 153 20.1 177 177 Totals 13160 13281 13221 -13221 % _Avg Wkday 99.5 100 .. 5 % Avg. Day-99.5 1.00. 5 AM Peak Hour 08:00 09:00· AM Count 952 959 EM Peak -Hour 18:00 18:00 PM Count 1142 1108 / 'M 24-Hour Volume Piot .. ENGINEERING COMPANY '1 . TransportationDi~ision Poinsettia L~ne • B~tween Paseo Del Nort~ a~nd Ba~iquitos Drive Tuesday, August 9, 2005 ' ' a~ End Time ' Tue Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive . 01:00 ' 113 02:00 66. 2500 03:00 33 ;,/; ~ 04:00 42 2250 N 05:0p 103 06:00 453 07:00 1160 08:00 1740 09:00, 1647 10:00 1485 11:bp 1311 2000 1750 .. ~ 1500 .c ~ > 1250 - ... . ix; ~ 0 "' ., ... r-~ r-co ~ ... co ~ ~ ., a, ,, co ., ~ ., ;;; ~ ... ., ~ ;;; :i:· ~ ~ ~-~ "' "' ~ 0 ~ ., co r- ::: ~ ~ 12:00 1381 13:00' ·1451 0 .. 1000 r-co ., 14:00 1489 ., 0 15:00 1514 750 r- 16:00 1616 17:00 1874 18:00 2194 19:00 1831 20:00 1178 500 250 0 "' 0 ., co ... ... "' "' "' ~ ~ co ; J ~ "' N ■ co "' ... ---., ~ c..,. .,... ~ 21:00 867 0 & ~ 0 0 ~ . "' "' l'! :, ~ 22:00 705 23:00 460 Time 24:PO , 243 Total 24956 • -Volumes represent combined totals of both directions. ENGINEERING COMPANY . Transportation Division I 24-Hour Volume Plot Poinsettia Lan~ • Between Paseo Del Norte a.nd Batiquijtos Drive Wednesday,August10,2Q05 10 End Time .Wed Poinsettia Lane Between.Paseo Del Norte and Batiquitos Drive 01:00' ·105 02:00 44 2500 03:00 34 CD 04:00 44 05:00 94 2250 "' '" 06:00 427 07:00 1155 08:00 1766 09:00 1712 10:00 1432 11:00 1366 12:0·0 1435 13:do 1554 2000 1750 0 m u 1500 :c m > 1250 -0 .. 1000 CD -~ :e "' 0 ~ CD ;:: 0 0 ~ ,_ ,_ ~ ,., ~ ~ "' a, ' "' "' "' "' a, "' CD "' ~ "' ;!: .,. "' ., ;!: ~ "' ~ ~ "' "' 0 "' ~ ~ ~ "' <» 14:00 1459 15:00 1493 750 . ,_ I "' . ,_ ., 16:00 1700 11:00· 1844 500 ~ ~ u:> ., a, 18:00 2126 19:00 1706 20:00, 1206 250 0 "' . "' ·. .LI 0 -a; ~ ., .,. ., ■ ., "' ., ■ --- 21:po 913 22:00 · 727 23:00 518 Time 24:00 298 I Total I 2515s 1 "" -Volumes represent combined totals of bDth directions. CITY OF CARLSBAD _ TRAFFIC MONITORING PROGRAM SUMMER 2005 · MID-BLOCK COUNT SUMMARY Number: Location: Contents: 24 Tamarack Avenue Between EI Camino Real and La Portalada Drive Page 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 '" ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... Tamarack Ave. : El Camino Real and. La Portalada Dr. Location Code ............ 24 County ...................... San Diego ~ecorder Set ............. 7 /18/05 00: 00 Record-ing Start ......... 7 /19/05 00: 00 Recording End ............ 7/21/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8724 Machine Number .......... 20324 Channel. ..................... A Divide By .................. 2 Summation ......•............ No Two-Way ..................... No Tuesday 07/19/05 Channel-r A Direction: w- . 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200-1300 1400 1500 1600 1700 1800-1900 2000 2100 2200 2300 2400 Totals 23 .9 5 8 31 106 778 535 370 278 200 239 249 214 201 233 233 240 186 172 131 81 65 33 4120 7 4 3· 0 8 20 33 ·107 114 76 54 55 · 75 58 45 68 48 78 32 39 36 21 21 6 6 2 0 5 5 16 58 107 96 68 62 70 51 58 52 42 68 52 47 61 30 22 18 13 6 ·2 1 12 30 93 156 78 71 44 47 67 50 47 61 54 50 60 40 37 19 18 8 4 2 0 2 6 40 94 165 82 63 40 67 56 48 57 62 63. 60 47 32 28 19 8 6 AM Peak Hour ............................... 07:15 to 08:15 542 vehicles) AM Peak Hour Factor ..................... 82 .1% -PM Peak Hour ............................... 16: 15 to 17:15 263 vehicles) PM Peale Hour Factor ..................... 84·. 3-% Wednesday 07 /20/05 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 22 6 2 10 36 105 280 520 374 299 225 216 284 267 191 221 226 248 198 163 109 121 52 23 4198 8 3 5 20 49 104 101 86 64 44 n 66 57 48 60 58 65 44 26 38 12 5 5 0 2 9 22 58 124 101 82 53 51 63 67 48 47 56 64 49 38 36 28 14 7 4 3 1 1 11 25 89 149 101 60 50 55 72 62 49 58 54 72 45 42 20 33 13 7 -5 0 4 11 38 84 143 71 71 58 66 72 72 3Z 68 56 54 39 59 27 22 13· 4 -AM Peak Hour ..... ; ........................... 07:00 to 00: oo· 520 vehicle.a) AM Peak Hour Fact-or ..................... 1l7. 2.% PM Peak Hour ................. _ ............ 12:00 to 13:00 2B4 vehicles)-· PM .Peak Hour Factor .. -................... 92 .2% - ) . Volume Count Report Location ................•... Tamarack Ave. : El Camino Real . and La-· Portalada Dr. Location Code ............ 24 County ....................... San Diego Re.corder Set ....... ; .••.. 7 /_18/ 05 00: 00 Recording Start ......... 7/19/05 00:00 Recording End ............ 7/21/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8724 Machine Number ...•...... 20324 Channel. ....•...............• A Divide By .••.••..••.••. ._. •. 2 Summation.·~· .............. No Two-Way ..................... No Tuesday 07-/l'l,/05 Channel: A Direction: E : 0100 0200.0300ll400 0500 0600-0700 0800 0900 1000 1100 1200 1300 140ff1500-1600 1-700 1800 1900 2000 2100 2200 2300 2400 Totals 26 14 8 8 4 18 44 132 185 179 163 185 237 235 222 280 314 443 352 272 224 147 103 57 3852 10 1 2 1 0 t 26 42 59 37 ·49 68 52 47 62 . 77 102 95 70 65 48 24 15 8 3 2 0 1 2 14 27 34 36 37 37 53 72 49 64 84 124 93 73 62 34 33 16, 8-B 1 7-1 4 12 43 43 39 39 42 53 61 64 72 65 128 86 59 54 38 27 17 0 3 0 2 11 17 36 66 45 50 57 63 50 62 82 BB 89' 78 70 43 27 19 9 AM Peak Hour ............................... 11: 30 to 12:30 220 vehicles) AM Peak Hour Factor ...•................. 80. 9% PM Peak Hour ........................•...... 17:00 to 18:00 443 vehicles) PM Peak Hour Factor ...........•..•..•... 86.5% Wednesday . 07 /20/05. Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals . 30 23 7 6 11 17 93 141 192 183 172 232 266 245 215 276 338 434 327 256 214 177 98 62 4015 14 6 4 3 0 9 22 38 51 34 49 65 64 48 57 83 111 · 94 71 74 41 28 22 6 5 0 0 4 2 19 30 49 38 47 48 65 73 59 64 94 115 78 76 48 51 21 11 4 6 2 -1 1 8 26 40 -37 52 54 56 65 55 52 77 74 121 79 46 50 49 29 tr 5· 6 1-4 3 7 39-49 68 42 37 79.-71 53 56 78 87 87 76 63 42 36 20 12 AM Peak .Hour ................................. 11: 30 to 12: 3 0 -265 vehicles) AM Peak-Hour Factor ................... _ 83. 9% PM Peak Hour ..............•..•.••........... 16:45 to 17:4-S 43·4. vehic1:es). PM -Peak .Hour Factor ......... ~············ 89. 7% . Weekly Summary Report Location •... ; .................... Tamarack Ave. : El Camino Rea-1 and La Portalada Dr. Location Code .................. 24 County .•..................•....... San Diego Re_corder Set .................... 7/18/05· 00:00· Recording Start ......... ;, .... 7/19/05 00:00 Recording. End .••...... : ........ 7 /21/05 00: 00 Sample Time ..........•. · .......•. 15 Minutes Operator Number ....•.......... 8724 Machine Nuber .................. 20324 Channel. .......................... A Recorder Mode ....•...•......... Volume · Week of . July 17, 2005 Channel: End 17 18 19 20 21 Time sun Mon Tue .Wed Thu -01:00 23 22 02:.00 9 6 03:00 5 2 04:00 8 10 05:QO 31 36 06:00 106 105 07 :·00 278 280 08:00 535 520 09:00 370 374 10:00 278 299 11:00 200 225 12000 239 216 13:00 249 284 14:00 214 267 15:00 201 191 ·16:00 233 221 17:00 233-226 18:00 240 .248 19:00 186 198 20: 00. 172 163 21:00 131 109 22:00 81 121 23:00 65 52 24:00 33 23 Totals 4120 4198 -% Alrg Wkday_ -g9 .1 100.9 "' 0 Avg: Day 99.1 100.9 AM Peak Hour 08:00 08:00 AM Count 535 520 PM Peak Hour 13: oo· 13:00 PM Count 249 284 A Direction: w· 22 23 Wkday Daily Fri Sat Avg._ Avg. 23 23 8 8 4 4 9 9 34 34 106 106 279 279 528 528 372 372 289 289 213 213 228 228 267 267 241 241 196 196 227 227 230 230 244 244 192 192 168 168 120 120 101 101 59 59 28 28 4159 4159' Weekly Summary Report Location .................•.• ~····Tamarack Ave.: El Camino Real and La Porta-lada Dr. Location Code_ .................. 24 County ........•................... San Diego _ Recorder Set ..... ~·············7/18/05 00:00 cRecording Start ............•... 7 /19/05 00 :ilO -Recording ~nd .................. 7 /21/05 -00: 00 Sample Time .•...•............. ,. 15 Minutes Operator· Number ............... 8724 Machine Nuber ..•......•........ 20324 Channel. .......................... A Recorder Mode .................. Volume - Week of July 17, 2005 Channel: End 17 18 19 20 21 . '.rime Sun Mon 'l;ue Wed .Thu 01:00 26 30 02:DO 14 23 03:00 8 T 04:00 8 6 05-: 00 . 4 1-1 06 :_00 18 lT 07:00 4.4· 93· 08:00 132 141 09: oo. 185-192 10:00 179 183 11:00 163 172 12:00 185 232 13:00 237 266 14:00 235 245 15:00 222 215 16:00 280 276 17:00 314 338 18:00 443 434 19:00 352 327 20:00 272 256 21:00 224 214 22:00 147 177 23:00 103 98 24: o.o 57 62 Totals 3852 ·4015 % Avg Wkday 97.9 102.1 % Avg Day 97.9 102.1 AM. Peak Hour 12 :--OU · 12: 00 AM Count 185 232 PM Peak Hour 18:00 1B :00 PM Count 443 434 A Direction: E 22 23 Wkday Daily Fri Sat Avg. Av.g_ 28 28 19 19 8 8 7 7 8 8 18 18 69 69 137 137 189 189 181 181 168 168 209-209 252 252. 240 240 219 219 278 278 326 326 439 439 340 340 264 264 219 219 J.62 J.62 101 101 60 60 -3934 3934 '· ENGINEERING COMPANY 24-Hqur Volume Plot Tamarack Avenue Transportation piv_ision BC;)tween El Camino Real and La Portalada Drive . , 'I ---, . , -, .' Tuesc;lay, July 19, 2005 19 End Time Tue Tamarack Avenue Between El Camino Real and L,a Portalada Drive .. 01:00 49 02:00 43 1000 03:00 13 ' 04:do 16 '05:00 ' ~5 '' 06:00 124 07:00 322 oa1oo 667 750 .... "' <O co co co 09:00 555 10:00' 457 11:00 363 12:Q0 424 13:00 486 14:00 . 449 . 500 "' .... <O "' ;,\ "' "' "' co .; "' I;; <O I' ..,. "' ..,. ... ..,. ... "' ::J: "' ..,. "' ' ., ..,. ..,. "' 1!l "' ' ~ "' "' / 15:00 '423 16:00 513 17:00 /i4'7 250 <O ~ :g ..,. ~ "' 18:00 ·683 ~ . 19:00 538 20:00 444 0 C, "' ..,. "' "' co "' ■ "' ~ ~ .. --. ~ .,_ -~ 21:00 355 22:00 228 23:00 168 . 24:00 ,, 90 I Total I 7'i)72 I • . . . I 0 C, ·J • -Volµme~ represent Combined totals of both direcµons. ' I I fllB9'" j2£$RING COMPA~ 1 Transpor~tion Division 24-Hour Volume Plot ' . Tamarack Avenue • ' . ' Between El Camino Real and La Portalada Drive End Tim~ 01:00 02:00 03:00 04:00 05:00· 06:00 07:00 08:00 09:00 10:qo 11:do 12:00· ' 13:00 14:00 15:00 16:00 17:0Q' 18:00 19:00 20:00 21:00 22:00 23:00 24:00 . I Total I ' 20 , Wed 52 29 . 9 16 47 122 373 661 566 4~2 ~97 448 550 512 406 497 561 682 525 419 373 , 298 150 185 8213 ' I ~ u :c 1000 750 ~ 500 .. 250 0 . "' "' I & 0 Wednesday, July 20, 2005 . .I ' ' Tamarack Avenue Between ~I Cami,-io Real and La Portalada Drive ,. "' ~ ., "' "' (D (D 0 ;g (D "' "' "' "' "' "' .... "' "' lij a, "' ' ., ., ., " .i: co a, .... ::;: <') Ol 0 .... <') ., <') <') "' ., . <') Ol "' 0 . "' "' "' ~ ~ ' "' tJ: ., Ol (D ., I "' I -Ol ~ -' . ' ~ ~ ~ & 0 ('! 0 0 0 0 0 0 0 0 0 0 ~ 0 0 0 & & 0 ~ 0 0 " 9. ~ ~ ~ ~ ~ ; " ti " ~ " ~ " " ~ N ~ l5 ~ ~ ·:,: :: ~ 0 ;; !;J 0 0 0 0 0 0 ;-N Tim~ * -Volumes repJ-_e~ent combined totals of bbth directions. I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER ·2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 25 Paseo Del Norte Between Camino Del Parque (Nor.th) and Palomar Airport Road NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... Pase·o Del-Norte: Camino DeJ. Parque (North) to P.A.R. Location Code ............ 25 County ...................... San Diego .Recorder Set ..... _ ........ 8/1/05 00:00 Recording Sta-rt ......... 8/2/05 oo~·oo Recording End ............ 8/4/05 00: 00 Sample Time ..............• 15 Minutes Operator Number ......... 8725 Machine Number .......... 20325 Channel ... ~· ................ A Divide By ...•..•...........•. 2 Summation ......•...•....... No Two-Way ..................... No ;, Tuesday 08/02/05 Channel: A Direction: N· 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 _1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 20 13 3 7 18 54 153 331 310 306 301 329 351 305 304 311 332 368 275 212 110 80 35 33 4561 6 4 0 4 9 34 61 89 64 68 69 81 72 88 69· 74 90 73 69 31 23 11 10 . 7 3 1 2 15 36. 62 74 81 74-87 90 85 66 80 . 80 111 7l 54 35 23 7 6 5 2 0 ·7 15 42 · 90 82 72 73 99 87 73 78 73 91 90 62 41 23 21 4 8 2 4 0 6 5 15 41 118 65 89 86 74 93 75 72 89 87 77 69 48 21 13 13 9 AM Peak Hour ............................... 07: 30 to 08:30 371 vehicles) AM Peak Hour Factor ..................... 78_. 6% PM Peak Hour ............................•.. 16:30 to 17:30 379_. vehicles) PM Peak Hour Factor ..................... 85. 4% Wednesday-08/03/05 Channel:· A Ui:c:ection:: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 10 10 2 11 18 57 171 284 347 317 322 318 364 308 311 313 326 355 295 234 110 92 57 33 4665 2 3 . 3 2 9 40 65 91 77 80 72 71 92 79 77 78 93 76 71 37 29 19 9 5 2 3 2 13 31 53 82 93 69 96 101 64 82 74 84 109 92 59 29 30 15 7 2 2 ·o-1-5 18 38 .B6 88 77 96 76 121 67 79 79. 83 80 58 · SJ 28 17 14 7 3 -0 4 9 17 1i2 80 86 70 77 74 71 -115 71 83 81 73 69 47 16 16 9 10 AM Peak Hour ..... _ .......... ; .......••...... 0 8 : 0 0 to 09:00 347 vehicles)- AM-E'eak Hour F.actor ...................... 95. 3% PM:J>.eak Hour ....... ~············;·········· 12:15 to 13:15 385 -vehicles) PM Peak Hour Factor.. •. : ..........•...... 79.5% Volume Count Report Location ................. · •. Paseo Del Norte: Camino Del Parque (Northf to P.A.R. Location Code ........... , 25 County ...................... San Diego Recorder -Set ......•...... 8/1/05 . 00: 00 Recording Start ......... 8/2/0-5 00: 00 Recording End ............ 8/4/05 00:00 Sample Time ................ 15 Minutes Operator Number ......... 8725 Machine Number .......... 20325 Channel •...................• A Divide By ................... 2. Summation .•................ No Two-Way ..................... No Tuesday 08/02/05 Channel-: A Direction: s· 0100 0200 0300 0400 0500 0600 0700 0800 0900 1Q00 1100 1200 1300 14001500 1600 1700 1800 1900 2000 2100 2200 2300 240irTotals 18' 19 11 5 7 17 55 149 218 ·214 234 299 320 305 312 349 421 492 372 261 231 124 80 46 4559 4 5 6 2 3 4 4 33 50 51 54 60 88 69 67 86 t19 104 90 67 74 31 24 12 6 3 1 . 1 4 17 34 55 63 57 71 81 75 79 80 102 152 112 69 64 .38 23 11 3 6 0 0 4 12 45 55· 55 67 97 68-79 80 86 109 128 89 59 50 24 17 12 5 5 3 2 3 5 22 37 58 45 56 71 83 82 86 97 91 108 81 66 43 31 16 11 AM Peak Hour ................................ 11: 30 to 12:30 337 vehicles) AM Peak Hour Factor-··········-········ 86. 9% PM Peak Hour ......••..•... : ................ 1 7: 0 0 to 18:00 492 vehicles) PM Peak Hour Factor ...........•......... 80. 9% Wednesday 08/03/05 Channel: A Diz:ection: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 20 10 6 6 7 13 50 150 219 312 259 344 422 348 350 407 438 444 364 320 247 158 98 45 5037 3 6 3 2 4 4 31 55 73 56 66 93 90 81 105 106 123 98 82 56 49 38 18 8 2 2 2 9 34 59 81 70 96 97 82 88 85 100 131 94 94 73 46 19· 11 3 3 0 2 4 17 44 "44 78 59 92. 120 96 83 98 108 111 · 81 77 JO 37 19 6 6 2 .o 1 4 -:!O 41 61 80 74 90 112 80 98 119 124 79-' 111 67 48 26 22 10 '. AM Peak Hour ...............•....•.......... 11:30 to 12:30 372 vehicles) AM Peak Hour Factor ..•.....•.•...•...... 95. 9% PM Peak Hour .....•.........•...... ; ......... 16: 4 5 to 17:45 489-vehic'Les) PM Peak lfour Facto-r-........... : ....... 93.3% Weekly Summary Report Location ......................... Paseo Del Norte: _Camino Del ·Parque (North)-to P.A.R. Location Code .................. 25 County ............................ San Diego Recorder Set ................... 8/1/05 00:00 Recording S:tart ............ -.;. 8/2/05-00:00 Recording End.-................. 8/ 4/05 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8725 Machine Nuber .................. 20325 Channel. .......................... A Recorder Mode .................. Volume Week-of July 31, 2005 Channel: A Direction: N End 31 01 02 03 04 05 06 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 0-1: 00 20 l(J 15 15 02:00 13 10 12 12 03:00 3 2 3 3 04:00 7 11 9 9 05:00 18 18 18 18 ·06: 00 54 57 56 56 07:00 153 171 162 162 08:00 331 . 284 308 308 09:00 310 347 329 329 10:00 306 317 312 312 11:00 301 322 312 312 12:00 329 318 324 324 13:00 351 364 358 358 14:0D 305 308 307 307 15:00 304 311 308 308 16:00 311 313 312 312 17:00 332 326 329 329 18:00 368 355 362 362 19:00 275 295 285 285 20:00 212 234 223 223 21:00 110 110 110 110 22:00 80 92 86 86 23:00 35 57 46 46 24:00 33 33 33 33 Totals 456-1 4-665 4613 4613 % Avg Wkda-y 98-. 9 101.1 % Avg Day 98.9 101.1 AM_ Pea·k Hour 08:00 09': 00 AM Count 331 347 PM Peak Hour 18:00 13 :DO PM Count 368 364 Weekly Summary Report Location .......................... Paseo Del Norte: Camino Del Parque (North) to P.A.R. Location Code .................. 25 County ............................ San Diego Recorder Set .............•..... 8/1/05 00: 00 Recording Start ............. ,. 8/2/05 00: 00 Recording End: ................. 8/4/05 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8725 Machine Nuber •................. 20325 Channel. .......................... A Recorder Mode .................. Volume Week of July 31, 2005, Channel: A Direction: s End 31 01 02 03 04 05 06 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. .Avg. 01: 00 18 20 19 19 02:00 19 10. 15 15 03:00 11 6 9 9 04:00 5 6 6 6 05:00 7 7 7 7 06:00 17 13 15 15 07:00 55 50 53 :53 08:00 149 150 150 150 09.: 00 218. 219 219 219 10:00 214 312 263 263 11:00 234 259 247 247 12: 00 299 344 322 322 13:00 320 422 371 371 14:00 305 348 327 327 15:00 312 350 331 331 16:00 349 407 378 378 17:00 421 438 430 430 18:00 492 444 468 468 19:00 372 364 368 368 20:00 261 320 291 291 21:00 231 247 239 239 22:00 124 158 141 141 23:00 80 98 89· 89 24:00 46 45 4.6 46 .Totals 4·559 5037 4798 4798 % Avg Wkday 95.0 105.0 % Avg·Day 95.0 1os~·o AM Peat Hour 12:00 12:00 AM Count . 299 344 PM Peak Hour 18:00 18~ 00 PM Count 492 444 ENGINEERING COMPANY Transportation Divisif)n 1 '" 24-Hour Volume Plot. Paseo Del Norte ..• ~-~ ,· ' Betw~en Camino Del Parque {North) and Palomar Airport Road '' 02 En~Time Tue 01:00 38 02:00 32 1000 03:00 i4 04:bo 12 05:00 25 06:00 71 07:00 208 750 08:00 480 09:00 528 "' ~ l0:00 520 u :2 11:00 '535 12:00 628 ~ 500 0 .. 13:00 671 14:00 610 15:00 . 61,6 16:00 660 250 17:00 753 18:00 860 19:00 647 "' N "' "' ..,. 20:00 473 0 ■ ■ - 21:00 341 22:00 204 ~-~ 0 ~ 0 0 0 23:00 115 24:00 79 I Total. I 9120 I Tuesday,August2,~005 Paseo Pel. Norte Betw~en Carriino Del Parque (North) anc;I PalC:,mar P,irport Road 0 <O "' "' ., r- ;:: 0 r-<O "' <O 0 <O w ..,. N w w ;;; (0 "' 0 ., N N "' ., ., ' 0 ., . "' "' r-..,. ..,. "' 0 N " ,: ., I N N --I ~ ; ~ 8 ~ 0 ~ 0 ~ 0 ~ ,0 0 8 0 8 ~ ~ ~ ~ ; ; ii a; 0 0 0 ~ N Time ' ' ~ "' '. ' ..,. 0 N "' -,. LiJ 0 ~ 0 8 " 0 ;. ;; ~ N N N ,. -Volumes represent combined totals of bath directions. · I I I / ' '" 24":HourVolume.Plot ..... BRING COMPANY ~ ; r1raiis7oria,ionJ:?ivision . Paseo Del N9rte . , · --.. · • --I Between /Gamino Del Parque (Nort:tl) and Palomar Airport Road ' ' ' ' Wednesday, August 3, 2005 . 93 End Time, Wed ·01:00 30 Paseo Qel Norte Between C~rnin(l Del Parque (North) · and Palomar AirpoH; Road 02:00 20 1000 .03:00 8 04:00 17 05:00 25 06:00 70 "' b, C, ., .,, ,._ ,._ "' 0 ,._ 07:00 221 08:00 434 750 N N ,._ .,, 1o C, C, "' "' "' N "' "' "' "' 09:00 569 . 10:00 629 0 ~ u :c "' .-"' ., ., "' "' "' ' "' "' 11:00 581 12:00 · 662 ~ 500 -0 " ... "' ., 13:00 786 ,._ "' "' 14:00 656 15:00 661, 16:00 720 17:00 · 764 250 0 '" "' ' N N ':g ' ·r 18:00 799 19:00 659 20:00 554 0 6 ., r,. ,._ 0 0 ,._ "' : I "' N --~ ., r --~ 21:00 357 22:00 250 ?. ~ 0 8 ~ 0 0 ?. ~ 0 ~. 8 8 0 ~ 8 ~ 0 g 8 0 8 8 0 0 ~ 0 ~ 0 0 " 0 0 !l ;.; 11; ;.: 00 tl ti ~ $! ~ ~ 0 ;; i::i ;.; ~ 0 0 0 0 0 N N N 23:00 155 Time 24:00 78 Total I 9702 I * -Volumes represent combined totals o_f both directions. ,/ ' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 26 Paseo del Norte Between Palomar Airport Road and Car Country Drive Page 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 RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... Paseo Del No-rte: P.A.R. to Car Country Dr. Location Code ............ 26 County ...................... San Diego Recorder Set ............. 8/.1-6/05 00:00 Recordin-g start ......... 8/17/05 oo~oo Recording End ............ 8/19/05 00: 00 Sample Time ................ 15 Minutes Operatbr Number ......... 8726 Machine Number.· ......... 20326 Chan-nel ..................... A Di vfde By ... -............... 2 Summation ............. _ ... No Two-Way ..................... No Wednesday 0tr/17/05 Channel~ A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000-1100 1200 1300 1400 1500 1600 1700 1800 1900 2000-2100 2200 2300 2400 Totals 8 5 4 -6 4 25 108 316 300 "334 344 363 474 477 471 414 425 368 335 263 212 87 59 22 5433 4 2 . 2 . 1 2 12 -61-. .7D 86 100 91 ·94 133-trn 99 101 88 98 64 71 22 23 4 2 2 1 0 7 20 67 77 86" 69 92 120 137 121 104 125 90 76 57 53 24· 12 7 0 o· 0 . 3 6 26 95 84 72 82 74 120 111 109 89 111-95 88 84 52 17-10 6 2 2 0 2 10 50 93 78 90 93 106 140 96 122 122 88 95 73 58 36 24 14 5 AM Peak Hour ............................... 11: 30 to 12:30 394 vehicles) AM Peak Hour Factor ..................... 82 .1% PM Peak Hour ............................... 12:30 to 13:30 530 vehicles) PM Peak Hour Factor ..................... 94. 6% Thursday 08/18/05 Channel: A · .Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 14 9 8 8 9 25 116 279 323 291 344 425 491 516 448 431 392 421 297 282 214 91 48 36 5518 3 4 -2 2 4 2 15 43 77 56 73 96 126 120 108 102 101 97 86 83 76 35 13 14 4 3 3 2 2 3 25 66 85 75 84 94 124 133 98 110 82 131 70 63 49 19 16 4 4 0 --2 1 . 3 7 26 76 75 70 89 106 127 135 116 108 109 88 77 69 38 18 12 10 3 "2· 3 0 13 50 .94 86 90 98 129-114 128 126 111 100 105 64 67 51 19 7 8 AM Pea-k Hour ................................. 11 :30 to 12: 30. 485 v.ehicles) AM Peak Hour-Factor ......... H .... :: •••• -. 94. 0% PM Peale-Hour .............. r., .............. 13 :·oo to, 14:00 516 vehicles) PM Peak Hour Factor ...................... -95. 6% I ' r Volume Count Report Location.-.............. -.... Pa-seo Del Norte: P.A.R. tu Car Country Dr. Location Code ............ 2 6 County .............•.....•.. San Diego Recorder Set .•.. ,,,-,.; .. , 8/16/05 0-0: 00 Recording Start ......... -8/17/05 00:00- Recording End ............ 8/19/05 00: 00 Sample Time .............•. 15 Minutes Operator Number ••.•..... 8726 Machine Number .......... 20326 Channel. .........•.........•. A: Divide By •. : .. _; .... : ...... 2 Summation ..•.........•..... No Two-Way ...........•......•.. No Wedne_sday 08/17/05 Channel: A Direction: S 0100_0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 12-00 1300 1400 ffil0'1600 1700 1800 1900 2000 2100 2200 230Q23Q01oials 3 4 0 2 4 27 71 199 251 296 327 433 467 420 335 392 406 473 295 201 194 112 50 23 4985 -o-0 0 7 36 75 74 78 90 129_ 111 83 94 103 132 86 68 53· 30 19 6 0 3 0 -0 2 9 9 48 54 67 78 108 123 94 95 79 104 130 90 45 47 31 7 5 .0 0 2 0 6 -26 52 55 87 85 113-102 109 73 111 94 107 62 45 48-28 12 7 0 0 0 1 12 29 63 67 68 86 122 113 106 84 108 105 104 57 43 46 23 12 5 AM Peak Hour .•..•...•.....•...•....•....... 11: 3 0 to 12:30 487 vehicles) AM Peak Hour Factor .•..••............•.. 94 .1-% -pM Peak Hour ...........•................... 11: 4 5 to 12: 45 476 vehicles) PM Peak Hour· Factor ...................•. 92. 2% Thursday ·08/18/05 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 13 8 7 6 5 25 76 159 269 302 332 430 489 430 406 368 429 417 316 213 183 69 50 16 5018 7 6 _2 2 2 3 12 27 53 75 87 73 111 114 106 103 91 115 98 46 56 28 15 4 4 0 2 2-s 10 40 61 63 73 114 125 100 98 94 93 97 82 66 55 15 10 5 o-· 1 3 0 -1 8 29 47 ·74 72 78 115 119-108 108 84 99 96 -56 58 -44 11 18 4 2 0 2 1 9 25 -45 81 92 94 128-734 108 94 87 g5 109. 80 43 28 15 7 3 AM Peak Hour ... ··-~~-· ....................... 11 : 3 0 to 12:30 479 -vehicles) AM Pea-k Hour Fact-or·-· ................... 9-3-. 6%: PM Peak Hour .......... ., ..• -n ..•••••••••••• 12°: 15 to 13:15 4-92 vehicl<as) PM Peak Hour Fac'tor ............. : .....• _._91. 8% Weekly Summary Report Location ................. , .... -.... Paseo Del Norte: P.A.R. to Car Country Dr. Location Code .................. 2 6 County ............................ San ·Diego -Re_corder Set ....... •-•·•• ........ 8/16/05 00: 00 Recording· Start.-·• .......... ·~ 8/17/05 Ofr, 00 Recording End ................. : 8/19/05 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber .................. 20326 Channel ........................... A Recorder Mode .................. Volume Week of August 14, 2005 Channel: A Direction: N End 14 15 16 17 18 19 20 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg_ Avg. 01°:00 8 14 11 11 02 :·{)0 5 9 7 7 03:00 4 8 6 6 04:00 6 8 7 7 05:00 4 ·9 7 7 0·6:00 25 25 25 25 07:00 108 116 112 112 08:00 316 279 298 298 09:00 309 323 316 316 10:00 334 291 313 313 11:00 344 344 344 344 12:00 363 425 394 394 13, 00 474 491 483 4.83 14:00 477 516 497 497 15:00 471 448 460 460 16:00 ·414 431 423 423 17:00-425 392 409 409 18:00 368 421 395 395 19:00 335 297 316 316 20:00 263 282 273 273 21:00 212 214 213 213 22:00 87 91 89 89 23:00 59 48 54 54 24:00 22 . 36 29 2.9 Totals 5433 5518 5476. 547,6 % Avg. Wkday .99. 2 100·_9 1s Avg. Day 99.2 100.8 AM Peak Hour 12:00 12:00 AM Count 363 425 PM Peak H,our 14:00 14:00 PM Count 477 516 f Weekly Summary Report Location ......................... Pa-seo Del Norte: P.A.R. to Car Country· Dr-. . Location Code .................. 26 County ............................ San Diego Recorder Set ................... 8/16/05 00: 00 Recording Start ..........•.... 8/n/D5 00:00 Recording End .................. 8/19/05 00: oo·· Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber .................. 20326 Channe_1 ........................... A Recorder Mode .................. Volume Week of August 14, 2005 Channel: A Direction: s End 14 15 16 17 18 19 ·20 Wkday Daily Time -sun Mon Tue Wed Thu Fri Sat Avg. Avg~ 01'00 3 13 8. 8 02:.00 4 8 ·6 6 03 :·oo 0 7 4 4 04:00 2 6 4 4 05,00 4 5 5 5 06:00 27. 25 26 26 07:00 71 76 74 74 08:00 199 159 179 179 09:00 251 269 260 260 10:00 296 302 299 299 11: 00 327 332 330 330 12:00 433 430 432 432 13:00 467 48.9 478 478 14:00 420 430 425 425 15:00 335 406 371 371 16:00 392 368 380 380 17:00 406 42°9c 418 418 18:00 473 417 445 445 19:00 295 316 306 306 20:00 201 213 207 207 21:00 194 183 189 189 22:00 112 69 91 91 23 :.00 50 ·so 50 50 24:00 23 ·16 20 20 C Totals 4985 5018 50'02 5002 % Avg Wkday 99.7 lW.3 % Avg pay 99.7 ...100. 3 AM Peak Hour. 12:00 12 :00-- AM Count 4.33 430 PM Peak Hour 18:00 13: 00 PM Count 473 489 . . ENGJNEERiNG COMPAN',: " -Trar15P0r~i6n Dlv~ion 24-Hour Volume Plot· Paseo Del Norte •• •• . ' .. ~-. < ...... • ' •• ~etwee:n Palomar Airport Road and Car Country Drive . . . . . WednE;}sday, August 17, ~005 17 End Time Wed Paseo Del Norte Between Palom.ar Airport Road and Car Country Drive_ 01:do 11 .. 02:00 9 1250 03:00 4 -04:00 8 05:00 8 .. 06:00 52 1000 ::;: ·.lr; "' 07:00 1z9 08:00 515 ., ::;: "' "' "' ;;; "' 0 0 ., ., r-., ., 09:00 560 10:00 630 11 :()0 671 12:00 796 13:00. 941 0 ~ 'il 750 :E ~ > -0 ... 500 (;; ' 0 0 ' "' "' 0 "' .. "' ., "' ., ;;; .., "' .., "' -0 14:00 897 ... · 15:00 806 . ' 16:00 896 17:QO ~31 . 250 "' ' "' r,. . ~ ~ d, 18:00 841 19:Qb 9:lo 20:00 ' 464 0 0 u .. ~ ... ;:: "' "i ., ., ■ - ' a',-' ..,,. 21:00 406 22:00 199 . 23:po 109 Tinje 24:00 45 I ,Totc1l 1 I 104'JB I • -Volumes fepteserit combined totals of both directions._ \. -__ _,, ENGINEERING COMPANY Transportation Division · '" . '' 24-Hour Volume Plot Paseo [)el Norte •. -~ • aetween Palomar Airport Road and Car Country Drive ' I ;· Thursday, August 18, 2005 ,, '18 End nhie Thur f>as110 Del Norte Between Palomar Airport Road and·Car Country Drive 01:00 ~7 02:00 17 1250 03:00 15 04:00' 14 05:00 14 06:00 50 1000 0 "' "' 0, "' 0, 01:od 192 08:00 438 · "' "' "' "' "' "' "' 0, ;. <') 0, "' "' ,_ 09:00 592 10:00 593 11:00 676 ., .!!! 750 u :c ~ - <O ,_ "' <') N <') 1o 0, a, "' "' 12:00 855 13:00 980 14:00 946 0 .. 500 "' a, "' "' <') !,; "' <') 15:00 854 I ' 16:00 799 17:00 821 18:00 838 19:00 ' •613 20:00 495 250 0 N a, 0 ' ~ "' ~ ·, 0 I i N ,_ ,_ "' :!: "' ., ., N ~ ~ ~ •· • -'-,-'-,-'-,-'-,-' 21:00 397 22:00 160 ~ 8 ~ 8 0 I ~ 0 i 8 ~ ~ 0 0 ij 0 ti ~ 0 ~ ii irl ~ i: 0 0 I 23:00 98 Time 24:00 52 I Tots1I I 10fi36 I • -Volumes represent combined totals of both directions. ' CITY. OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 27 Cannon Road Between Paseo Del Norte and Car Country Drive Page 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 R.ICK ENGINEERING COMPANY Transportation Division "' Volume Count Report Location .................... Cannon Road: Paseo Del Norte to Car Country Drive · Location Code ............ 27 County ...................... San Diego Recorder Set:: .............. 7/12/05· 00:00 Recording Start ......... 7/13/05 00: 00 Recording End ............ 7/15/05 00:00 Sample Time ............•.. 15 Minutes Operator Number ......... 8726 Machine Numbe·r .••....... 20326 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way .•....•.............. No Wednesday -07 /13/05 Channel: A Direction: W 0100 0200 0300 04000500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 39 17 13 14 50 149 526 597 597 518 501 742 758 718 669 977 1207 1237 821 496 424 130 59 57 11316 15 7 6 2 9 · 18 116 146 152 142 121 168 206 164 155 246 298 360 259 134 156 47 13 14 9 3 5 1 8 26 143 156 167 123 132 151 198 198 150 219 267 333 235 133 118 35 11 15 10 5 0 6 14 50 135 140 131 122 108 206 203 177 179 251 325 276 155 108 85 28 16 12 5 2 2 5 19 55 132 155 147 131 140 217 151 179 185 261 317 268 172 121 65 20 19 16 AM Peak Hour ............................... 11: 3 O to 12:30 827 vehicles) AM Peak Hour Factor ..................... 95. 3% PM .Peak Hour ............................... 16:30 to 17:30 1335 vehicles) PM Peak Hour Factor ..... ,.· .............. 92. 7% Thursday 07/14/05 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 43 21 20 15 35 147 528 603 586 521 490 680 758 709 739 1028 1172 1168 792 567 488 292 BO 52 11534 . 12 5 11 6 17 107 130 159_ 124 123 136 193 164 172 289 . 259 353 233 145 115 147 26 13 12 5 5 1 6 25 130 156 162 134 134 158 228 185 178 224 261 298 228 166 99 79 17 14 11 9 1 2 12 41 146 156 136 119 118 191' 175-198 206 271 331 290 184 134 86' 44 21· 12 B 2 3 11 11 64 145 ·161 129 144 1.15 195 162 162 183 ·244-321 227 -147 122 188 22 -16 13 -AM Peak Hour ... ; ............................ 11: 30 to 12:30 807 vehicles) AM Peak Hour Factor ..........•.......•.. £8. 5% PM Peak Hour ............ ; .................... 16, 3 O to 17:30 1303 vehicles) PM ·Peak Hour Factor .............. · ....... 92 .. 3 % Volume Count Report Location ................... Cannon Road:· Paseo Del Norte to Car Country Drive - Location Code ............ 27 County .........•.....•...... San Diego Recorder Set ....•........ 7 /1_2/05 00: oo Recording Start ......... 7 /13/05 00: oa Recording End ............ 7 /15/05 00: 00 Sample Time ••...•......... 15 Minutes Operator Number .......•. 8726 Machine Number .•...•.... 20326 Channel •.......... -.; .•.. , ..• A Divide By ..........•....... 2 Summation.-..............• .-. No Two-Way ......•........•..•.. No Wednesday 07 /13/05 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1_900 2000 2100 2200 2300 2400 Totals 58 20 18 19 49 154 478 1175 1077 846 977 785 919 941 779 765 821 856 529 393 310 211 132 80 12392 6 6. 4 ·z 6 23 69 191 358 185 288 201 202 252 192 187 219 221 135 116 76 60 38 24 12 7 5 6 7 16 91 236 270 208 234 199 218 229 211" 197 212 244 124 91 85 58 36 26" 20 4 2 6 12 44 120 291 207 213 232 207 241 231 180 169 225 195 148 97 67 52 24 17 20 3 7 5 24 71 198 457 242 240 223 178 258 229 196 212 165 196 122 89 82 41 34 13 AM Peak Hour ...........•..............•.... 07: 30 to 08:30 1376 vehicles) AM Peak Hour Factor ...•....•............ 75. 3% PM Peak Hour ....•...•.........•............ 12:30 to 13:30 980 vehicles) PM Peak Hour Factor ..................... 95. 0% Thursday 07 /14/05 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 54 36 15 19 49 159 468 1128 1113 895 953 827 1011 991 791 856 910 764 567 418 371 214 196 95 12900 19 13 4 3 21 58 175 376 194 260 212 244 _ 267 180 198 231 208 180 136 1.17 55 60 34 15 8 6 4 8 21 95 242 261 207 213 202 242 238 204 242 226 183 147 97 99 .51 52 22 10 8 3 .7 17 34 117 297 251 214 226 218 264 258 183 210 210 -177" 109 105 90-51 47 19 10 7 5 4 -21 83 198 414 225 280 254 195 261 228 224 206 243 196 131 80 65 57 _37 20 AM-Peak Hour .........•.. .,_ ... : .......•..... O 7--:--3 O to 08:30 134_8 vehicles) AM Peak Hour Factor ............... , •..... Bi. 4% PM-Peak Hour •.............................. ·12: 15 to 13•: 15 1034 vehicles) PM" Peak Hour Factor ..... ., ............... 96. 8% Weekly Summary Report Locatiorr. ........................ Cannon Road: Paseo Del Norte to Car Country Drive· . Location Cod_e ................... 27 County ... , ........................ San Diego Recorder. Set ................... 7 /12/05 00: 00 Recording. Start ............... 7 /13/05 oo: o-o Recording End ..... : ............ 7/15/05 00 :00 \ Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber ...... · ............ 20326 Channel. .......................... A Recorder Mode .................. Volume Week of July 10, 2005 Channel: A Direction: W End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri -Sat A.vg. Avg. OJ:-:00 39 43 41. 41 02:00 17 21 19 19 03:00 13 20 17 17 04, 00 . 14 15 15 15 05:00 50 35 43 43 06:00 149 147 148 148 07:00 526 528 527 · 527 08:00 597 603 600 600 0"9 :·OO 597 586 592 592 10:00 518 521 520 520 11:00 501 490 496 496 12:00 742 680 711 71.1 13:00 758 758 758. 758 14:00 718 709 714 714 15:00 669 739 704 704 16:00 977 1028 1003 1003 lc7 ! 00 1207 1172 1190 1190 18:00 1237 1168 1203 1203 19:00 821 792 807 807 20:00 496 567 532 532 21:00 424. 488 456 456 22:00 130 292 211 211 23 :00 59 80 70 70 24:00 57 52 55 55 Totals 11316 1.1534 11425 11425 ~ Avg-Wkday 99.0 .101. 0 %-Avg Day 99.0 101. 0 -AM Peak-Hour 12: 00-12:00 AM Count 742 · 680 PM Peak Hour 18:00 17-: 00 -C. PM' Count 1237· 1172 Weekly Summary Report Location ............ ·-· .... -· ... Cannon Road: Paseo Del Norte to Car Country Drive Location Code ..............• ; .. 27 County ........•...•............... San Diego Recorder_ Set ........ , .......... 7 /12/05 00: oo Kecording Start ............... 7-/13/05 00:00 Recording-End .................. 7 /is/os 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber .................. 20326 Channel. .......................... A Recorder Mode ..•........••..... Volume Week of July 10, 2005 Channel: A Direction: E End 10 11 12 13 14 15 16 -Wkday Daily Time Sun Mon. Tue Wed Thu Fri Sat Avg. AYg. 01:00 58 54 56 56- 02 :00-20-36 28 28 03: oo-·1a 15 17 17 04:00 19 19 19 19 OS-, 0:0 49-49 49 49- 06:00 154 159 157 157 07: O_O 478 468 473 473 08:00 1175 1128 1152 1152 09-:-00 1077 1113-1095 1095 10:00 846 895 871 871 11:00 977 953 965 965 12:00 785 827 806 806 13:00 919 1011 965 965 14:00 941 991 ' 966 966 15:00 779 791 785 785 16:00 765 856 811 811 17:00 821 9-10 866 866 18:QQ, 856 764 810 810 19:00 529 567 548 548 20:00 393 418 406 406 21:00 310 371 341 341 22:00 211 .214 213 213 23:00 132 196 164 164 24:00 80 95 88 88 Totals 12392 1290-0 12646 12646 % Avg Wkday 98-. 0° 102.0 %-Avg Day 98.0 102.0 AM Peak .Hour QB: 00 08:00 AM Count 1175 1128 ' ' PM Peak Hour 14:00 13:00 PM Count 941 1011 mJQD'". ENGINEERINGm Transport£ldon Division 24-Hour Volume Plot Cannon Road ~ w Between Paseo D~I Norte and Car Country Drive 13 End Time W~d 01:00 ' 97 02:00 37 03:00 31 04:00 33 05:0Q 99 06:00 303 07:00 1004 08:00 1172 09:00 1674 10:00 1364 11:06 1478 12:00 1527 13:00 1677 14:00 1659 15:00 1448 16:00 1742 17:00 2028 18:00 2093· 19:00 1350 20:00 889 21:00 7~4 22:00 341 23:00 1911 • 24:00 137 I Total ' I 231oa 1 2000 1750 1500 "' ~ u 1250 :E ~ > 1000 -0 .. 750 509 250 0 I,; ■ 0 9. 0 Wednesday, July 13, 2005, Cannon Road Bety,,een Paseo Del Norte and Car Gountry Drive , "' :J ,__ ,__ st ,__ ,-§ ,__ ,__ ,__ ~ "' "' ~ ,__ ,-r "' "' ,__ "' "' if, st ~ l ,-0 "' "' "' ~ ~ st 0 ~ 0, "' "' st "' t-- "' :;: ' 0 "' "' ;,;; ,__ 0, i "' ~ ,__ ;;; ::l 0, J "' ■ -. c.,. ...... . 0 g ~ g . Time * -Volumes represent combined totals of both directions. I I -_/ ENGINEERINd COMPANY Trans.Pc:h:tacidn Division '" 24-Hour Volume Pl9t Cann.on Road . • Between Paseo Del Norte arid Car Country Drive Thursday, July 14, 2005 ' ' i.\ End Time Thur Cannon Road Between pas4;io Del Norf;e and Car Country Drive . ' . ' 01:00 97 02:00 57 03:00 35 04:00' 34 05:00 · 84 06:ob 306 07:00 996 08:00 1731 2000 1750 1500 ::I: ~ "' ;, ~ ~ "' w 0 "' ,._ ,._ "' = 0 I' ~ w ,._ ~ ~ 0 ,._ "' ; 0 ., w ., ~ ' ;:;: ~ ill ~ ~ "' ~ 09:00 '1699 10:do 1416 ~ ~ 1250 u 11:00 1443 12:00 1507 13:00 1769 :i: ~ 1000 ~ 0 .. w ., "' ., "' "' "' ., ., 14:00 1700 750 ' 15:00 1530 . . ,, w 0 16:00 1884 .,, 500 17:00 2082 w ·w 0 "' ",._ "' . 18:00, 1932 250 ,._ ... 19:00 1359. 20:00 985 0 ,._ ;;5' ~ "' ,._ "' r) _J_ ■ "' "' ■ -~ ~ ~ '-r ~ ~ ' 21:bo 8~9 22:00 506 ~ 0 '0 0 0 ~ ~ ~ 9. 9. m ~-l'l :< 0 23:00 276 Tinie 24:00 147 I · Total I 24434 I ' ·• -Volumes represent combined totals of both directions. ' ' ,/ · I I CITY OF CARLSBAD TRAl;=FIC MONITORING PROGRAM SUMMER2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 28 Cannon Road Between El Camino Real and College Boulevard NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report . SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division '" Page 1 2 3 4 5 6 Volume Count Report Location ................... Cannon Road:· El Camino Real to College Blvd. Location Code ...•...•..•. 28 County ...................... San Diego Recorder Set .... :., .. _ ... 7/12/05 00:00_ Recording Start ......... 7 /13/05 00: 00 Recording End ............ 7 /15/05 00: 00 Sample Time .............•. 15 Minutes Operator Number •........ 8726 Machine· Number .......... 20326 Channel. ...........•........ A Divide By .•.•.............. 2 Summation ........... -.....• No Two-Way ............•........ No Wednesday 07/13/0S Channel: A 0Direction: -W. 0100 0200 0300 0400 0500 0600 0700 0B00 0900 1000 1109 1200 1300 1400 1500 1600 1700.1B00 1900""2000 2100 2200 2300 2400 Totals 22 9 12 64 177 459 1137 1423 1105 588 400 395 432 478 430 443 375 351 294 211 122 118. 72 32 9149 3 5 2 7 19 35 205 342 353 168 108 96 104 116 105 134 68 -80. 94 47 29 36 25 9 8 0 2 7_ 27 64 260 364 265 162 . 101 110 107 112 113 118 111 101 72 48 29 29 12 5 6 5 17 52 148 316 329 248 134 94 92 110 119 91 105 100· 85 64 54 37 32 18 10 5 3 3 33 79 212 356 388 239 124 97 97 111 131 121 86 96 85 64 .62 27 21 17 8 AM Peak Hotir ........•..•.•................. 07:15 to 08: 15· 1434 vehicles) AM Peak" Hour Factor.; ................... 92. 4% PM Peak· Hour •....•.......................•. 13: 00 to 14:00 478 vehicles) PM Peak Hour Factor ... , ................. 89.2% Thursday 07 /14/05 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 14001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 21 16 15 55 167 463 1166 1400 1098 591 431 379 476 499 444 481 414 397 264 176 142 135 92 48 9370 2 6 2 8 13 42 188 298 391 163 107 84 127 115 120 143 94 100 63 41 32 34 28 15 7 3 3 9 27 49 281-369 265 145 91 93 99 130 104 118 116 113 86 37 43 35 31 10 6 4 5 12 44 .148" 337 394 -225 t68 119 104-120 114 95 127 106 102 53 56 41 34 21-15 6 3 5 26 83 224 360 339 217 115 114 98 "130 140 125 93 98-82 62 42 26 32 12 8 AM Pea-k Hour··························--· 07 :.15 to 08·: 15 -1493 vehicles)_ AM Peak Hour ~actor ... ~ ................. 9.4 . 7 % PM.. Peak Hour ·-............................. 1-4 : 45-to 15:45 513. vehicle-s) PM Peak Hour Factor ...•..•................ 89. 7% - ) . ./ Volume Count Report Location ................... Cannon Road: El-Camino Real to· College Blvd. Location Code ............ 28 County •..........•........•. San Diego Reco,:der Set ...........•. 7/12/05 ll0: 0-0 Recording Start .......•. 7 /13/05 00: 00 Recording End ...... _ ...... 7 /15/05 00: 00 Sample Time ................ 15 Minutes Operator Number ....•..•. 8726 Machine Number ..•.....•. 20326 Channel ..•..........•.....•. A Divide By ................... 2 Summation .................. No- Two-Way ..................... No Wednesday 07/13/05 Channel: A Direction: E- 0100 0200 0300 0400 .0500 0600"0700 08000900 11)00 1100 1200 1300 1400 1500 1600-1700 1800 1900.2000 2100 2200 230lT2400·Totals 83 36 36 18 . 27 58 137 254 313 277 319 405 465 508 727 1004 1400 . 1472 771 434 301 207 160 106 9518 28 16 · 14 4 11 19 25 51 .59 68 81 88 -124 120 145 235 362 393 257 136 86 64· 62 36 19 3 16 1 2 6 30 79 94 7:l 77 101 113 108 131 185 319 40T 196 107 77 48 38 10 26· 8 3 4 4 11 41 61 72 68 77 104 113 162 261 284 336 379 172 100 69 45 32 22 10 9 3 9 10 22 41 63 88 68 84 112 115 118 190 300 383 293 146 86 69 50 28 28 AM Peak Hour ............................... 11: 30 to 12:30 453 vehicles) AM Pea·k Hour Factor ........ _. ............ 91. 3% PM Peak Hour, ........ , ..................... 16:45 to 17: 45 1562. vehicles) PM Peak Hour Factor ..................... 95. 9% Thursday 07/14/05 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 88 42 33 14 28 67 146 268 308 297 307 427 498 507 729 1060 1431 1363 794 465 331 252 196 122 9773 35 17 17 . 2 . 6 15 20 58 66 72 68 92 148 114 123 212 402 385 245 140 . 105 100 55 42 18 ,6 7 5 5 9 27 63 67 79 72 107 132 132 143· 246 336 364 231 124 73 54 48 22 -24 12 5 2 5 16 61 68 73 65 · 84 97 112 141 231 · 319 335 347 187 97 80 38-44 34 11 7 4 /i 12 27 38 79 102 81 ~3 131 106 120 232 "283 358 267 -131 104 73 -so 49 24 AM Peak Hour ............................ : .. 11:30 to 12.;30 ( 508-vehicles)· AM Peak Hour Factor .................... -.. 85. 8% PM Peak Hour ............................... 16:45 to 17:45-1454 vehicles) PM Peak Hour Factor ..................... -94. 4% Weekly Summary Report Location ............. -............ Cannon Road: El Camino Real to College Blvd. Location Code .................. 28 County ............•............... San Diego Recorder Set ...•.......... ~.,.7/12/.05 00:00 Recording_ Start ..... ~ ....•.... 7/13/05 00:00 Recording End .................. 7 /15/05 00: 00 Sample Time ..................... 15 Minutes Operator Number .•............. 8726 Machine Nuber .................. 20326 Channel-; ............ , ............ A Recorder Mode .................. Volume Week of Jul.y 10, 2005 Channel.: A Direction: w End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg._ Avg-.c 01:00 22 21 -22 22 02:00 9 16 13 13 03:00 12 15 14 14 04:00 64 55 60 60 05:00 177 167 172 172 06:00 459 463 461 461 07: 00 1137 1Hi6 · 1152 1152 ·08:00 1423 1400 1412 1412 09:00 1105 1098 1102 1102 10:00 588 591 590 590 11:00 400 431 416 416 12: oo-395 379 387 387 13:00 432 476 454 454- 14:00 478 499 489 489 15:00 430 444 437 437 16:00 443 481 462 !162 17:00 37-5 414 395 . 395 18:00 351 397 374 374 19:00 294 264 279 279 20:00 211 176 194 194 21:00 122 142 132 132 22:00 118 135 127 127 23:00 72 92 82 82 .24:QQ 32 48-40 40 Totals 9149 9370 · 9260 9260 % Avg--WkdacY 98.8 101. 2 - % Avg Day 98.8 101. 2 \ AM Peak Hour 08: oo· 08:00 AM Count 1423 1400 PM Peak.Hour 14:QO 14:00 PM Count 478 499 Weekly Summary Report . Location ......................... Cannon Road: El Camino. Real to College -Blvd. Location Code ......... : ........ 28 County ............................ San Diego Recorder Set ................... 7 /12/05 00: 00 _Recording Start ..........•.... 7 /13/05 · 00: 00 Recording End .................. 7 /15/05 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber ................... 20326 Channel. .......................... A Recorder Mode .................. Volume Week of July 10, 2005 Channel: A Direction: E End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 83 88 86 86 02·: 00 36 42 39 39 03:00 36 33 35 35 ·04:00 18 14 16 16 05:00 27 28 2-8 28 06:00 58 67 63 63 07:00 137 146 142 142 08:00 254 268 261 261 09.: 00 313 308 311 311 10:00 277 297 287 287 11:00 319 307 313 313 _12:00 405 427 416 416 13:00 465 498 . 482 482 14:00 508 507 508 508 15:00 727 729 728 728 16:00 1004 1060 1032 1032 17:00 1400 1431 · 1416 -1416 18:00 1472 1363 1418 1418 19:00 771 794 783 783 20:00 434 465 450 450 21:00 301 331 316 316 22:00 207 252 230 230 23:00 160 196 178 178 24:00 106 122 114 114 Tota-ls 9518 9773 9646 964-6 %. Avg Wkday 98.7 101. 3 % Avg Day 98.7 10-1. 3 AM Peak Hour 12: 00 12:00 AM Count 405 427 PM Peak Hour 18:00 17:00 PM Count 1472 1431 ' ' ENGINEERING COMPANY , Transpo'rtation Division TM 24-Hour Volume Plot Cannon Road ~etween El Camino Real and College Boulevard Wednesday, July 13, 2005 '. 13 _End Time Wed Cannon Road Bety,,een El Camino Re.ii and College Boulevard 01:00 105 02:00 45 03:00 48 04:00 82 2000 ., N r-., 05:00 204 06:00 517 1750 r-r-,- r-,- '° ,- . 07:00 1274 08:00 1677 1500 ., r-... :;;: ... ,- ;!: ,- 09:00 1418 10:00 865 11:00 719 12:00 800 13:00 897 "' " 1250 u :2 " > 1000 -0 "' N r-,-., ,-., ,-'° '° 0 ., ,-., ... C) C) ' '° 0 ., ., 0 C) ., ' 14:00 986 750 i:: u, ... '° 15:00 . 1157 r-,- 16:Qb 1447 500 u, "' N "' ., 17:00 1775 18:00 1823 19:00 1065 20:00 645 250 0 N ,,. "' N "' 0 N ., ., N I "' 0 ,;, :t ,-"' J _I "' "' --...... ...... '-,-'-,- 21:00 423 22:00 325 § 8 0 i 0 0 ~ 0 0 0 ~ 0 ~ ~ ~ i ~ 0 0 ~ ~ ~ ~ I 0 ~ ~ ~ 0 0 ~ 0 0 "' "' m s; ~ ~ .; 0 0 0 0 0 N N N · 23:0b 232 Tlrpe, 24:00 138 I Total j 18667 I • -Volume~ represent combined totals of both directions. I ,_ .. ENGINEEil:!NG COMPANY 247'.Hour Vol um~ Plot• TransportarionDitii,ion Cannon Road ._· 1 • 1 ' •. ·11 '· ' , • Between El Cami~<;> ·Real an~ College Boulevard Thursday, July 14, 2005 14 End.Time Thur Cannon Road Between El Camino Real and College Boulevard ' i . • . 01:00 169 02:qo 58, 03:00 48 04:0Q · 69 05:00 195 2000 "' ' .· ' al 0 "' -<O ~ <O -06:00 530 1750 <O --::,: 07:00 1312 08:00" 1668 09:0Q . 1406 1500 ~ "' <O -0 N ... ;;; --· .., ' ~ 10:00 • 888 11:00 738 12:00 806 m 1250 u :2 :t 1000 ~ -a:, <O "' .. 0 ~ ' 0 ~ -a:, ' a, . a:, '13:06 974 14:00 '1006 0 ,,. 750 a:, (0 a:, .0 .., a:, .. ~ ::,: . 15:00 1173 16:00 1541 500 0 (0 .., .., "' ~ ... ~ a:, . 17:00 1845 18:00 1760 250 .., a:, ., a:, N 0 a, . a, -~ 19:00, 1058 20:00 641 0 0 ! I --a:, a:, u ■ "' ... • ... c.,. -. . 21:00 473 22:0Q 387 ~ 0~ g . 3 .ge, ____ g g . . ti ~ 23:00' 288 · Time 24:00 170 I Total I 19143 I * -Volumes represent combined total~ of bOth directiOffS. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 29 College Boulevard Between Tamarack Avenue (North) and North City Limits NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 .RICK ENGINEERING COMPANY Transportation Division "' Page 1 2 3 4 5 6 / / Volume Count Report Location ................... College· Boulevard: Tamarack ·Avenue (N) to N. City-Limits Location Code ............. 29 County ............•.....•... San Diego Recorder· Set .........•..• 7 /18/05 oo~ 00 Recording Start: ... -..... 7 /19/05-00: 00 Recording End ............ 7 /21/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8720 Machine Number •......... 20320 Chanm,01. ......•.........•... A- Divide By .•.......•....... ;. 2 Summation ..•......... ·-.... No Two-Way ..................... No Tuesday -07 /19/05 Channel: A -Direction.:. N 0100 020D 0300 0400 0500 0600 0700_0800 0900 1000 110012001300 1-400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 folals -89 31 39 28 64 111 264 596 576 533 504 554 665 767 938 1220 1525 1708 995 561 432 302 206 117 12825 .38 15 12 Ir 11 20 ,5 138 1~9 151 136 135 176 162 178 240 362 389 323 145 126 83 57 43 23 4 18 5 9 21 55 130 150 117 126 127 159 194 182 273 406 5_07 266 147 101 86 49 20 19-7 5 6 13 36 76 148 141 130 135 138 170 218 281 326 343 445 233 134 102 76 57 26 9 5 4 11 31 34 78 180 136 135 107 154 160 193 297 381 414 367 173 135 103 57 43 28 AM Peak Hour ................•.............. 07: 30 to 08:30 627 vehicles) AM Peak Hour Factar .... : ....•..•......... 87 .1% PM Peak Hour ..................•..•......... 16:45 to 17:45 1755 vehicles) PM Peak Hour Factor ..................... 86. 5% Wednesday 07/20/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 101 38 49 23 53 119 272 572 551 568 519 610 699 740 885 1258 1670 1752 948 540 448 287 191 116 13009 41 13 19 2 10 21 46 116 .112 156 139 159 184 156 164 263 402 454 _ 281 156 131 81 71 45 20 7 13 5 8 20 61 133 166 134 123 140 175 171 206 283 406 488 264 144 114 78 45 21 -25 9 10 4 13 ~5 71 149 139 149 131 157 154 207 252 340 347 434 214 143 11t 69 -45 23 15 9 7 12 22 43 94 174 134 -129 126 154 186 206 263 372 515 376 189 91 85 59 30 27 AM Peak Hour .........••.... ·-·· ...•......•.. 11 :..30 "to 12:30 670 vehicles) AW p·eak Hour Factor ..... ·-............. 91. oi PM -Peak Hour·····,··········.········-······ 16: 45· to 17:45 1891-vehicles) PM Peak Hour Factor ..................... 91. 8%. Volume Count Report Location ................... College Boulevard: Tamarack Avenue (N) to ·N. City Limits Location Code ............ 29 County ...................... San Diego Recorde.r Set-... ~·········7/18/0-5 00:00 Recording Sta-rt ......... 7 /1.9/05 OD: 00 .Recording End ............ 7 /21/05 00: 00 Sample Time ............... 15 Minutes Operator Number ....•.... 8720 Machine Number .......•.. 20320 Channel ..................... A . Divide By .................. -2 ·summation .................. No Two-Way .............•.•..... No Tuesday 07/19/05. Channel: A Direction_: S 0100 0200 0300 0400 0500 0600-0700·0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totais 48 31 17 64 189 476" 1194 1625 1063 687 541 604 677 630 639 643 700 728 567 489 402 341 172 95 12622 14 12 3 9· '1£-34 205 379 322 184 137 132 175 . 'f50 166 150 157 188· 141 135 108 110 63 38 11" 10" 1 10 34 88 260 348 263 157 127 147 157 177 158 175 161 187 140 123 98 89 45 25 12 3 11 20 72 151 394 458 236 ·180 139 142 173 149 156 150 182 190 158 117 94 76 41 19 11 ·6 2 25 67 203 335 440 242 166 138 183 172 154 159 168 200 163 128 114 102 66 23 13 AM Peak Hour ............................... 07: 00 to 08:00 1625 vehicles) AM Peak Hour Fa-ct or-, ..................... 8 8. 7 % PM Peak Hour ............................... 16: 45 to 17:45 765 vehicles) PM Peak Hour Factor ..•.................. 95. 6% Wednesday 07/20/05 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 110o'1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals · 42 19 24 74 192 470 1286 1599 1015 700 599 624 759 735 617 619 673 718 575 427 383 331 193 87 12761 13 4 5 10 13 31 208 381 284 189 128 140 194 197 153 162 161 184 161 120 94 101 75 37 7 7 8 12 27 74 269 410 277 162 150 156 146 175 137 143 164 18J 150 106 103 89 41 18 13 5 5 19 85-164 414 414 225 169 169 147 202 184 159 157 m 198 130 100 93 67 43 18 9 3 6 33--57 201 395 394 229 180 152 181 217 179 168-157 173 153 134-101 93 74 34 14 AM Pe-a-k Hou.r ................................ 06:30 to 07:30 (. "1600 vehicl:e-s) AM--Peak Hour Factor ...............•..... 96. 6% PM Peak Hour·-·························-·-·· 12: 30 to 13:-3·0 { 791 vehicles) PM Peak. Hour Fa·ctor ......... .-........... 91.1% Weekly Summary Report Location ......................... College Boulevard: Tamarack Avenue (N) to N. City Limits Locat1on ·Code .................. 29 County ............................ San Diego Records,r Set ................... 7 /18/05 00: 00 Recording -Start ............. 0 .T/19/05 00:00 .Recording End .................. 7 /21/05 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8720 Machine Nuber ................... 20320 Channel ........................... A Recorder Mode .................. Volume Week of End Time July 17, 2005 Channel: A 01:00 02: 00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23: 00 24:00 Totals ~ Avg W-kday % Avg Day_ AM Pea·k Hour AM Co.unt PM Peak Hour PM Count 17 18 Sun " Mon 19 Tue 89 31 39 28 64 111 264 596 576 533 504 554 665 767 938 1220 1525 1708 995 561 432 302 206 117 12825 99·. 3- 99.3 08:00 596 18:00 17U8 20 Wed 101 38 49 23 53 119 272 572 551 568 519 610 699 740 885 1Z58 1670 1752 948 540 448 287 191 116 13009 11)0. 7 100.7 12~·00 610 18:00 1752 21 Thu Direction: N 22 23 Wkday Daily Fri Sat -Avg .. Avg. 95 95 35. 35 44 44 26 26 59 59. 115 115 268 . 268 584 584 564 564 551 551 512 512 582 582 6.82 682 754 754 912 912 1239 1239 1598 1598 1730 1730 972 972 551 551 440 440 295 295 199 199 117 117 1291-7 12917 Weekly Summary Report Location .... -·· ................... College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code .................. 29 County ............................ San Diego Rec:order Set ........... _ ........ 7 /18/05 00: 00 Recording Start ............ ,_ .. 7 /lg-/05 00: 00 Recording End.; ................ 7/21/05 00:00 Sample Tim.e ..................... 15 Minutes Operator Number ............... 8720 Machine Nuber ................... 20320 Chann'el. .................. , ....... A Recorder Mode .................. Volume Week of July 17, 2005 Channel: A Direction: s End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue Wad Thu. Fri Sat Avg. Avg .. 01:00 48 42 45 45 02,00 31 19 25 25 03:00 17 24 21 21 04:00 64 74 69 69 05:00 189 1'92 191 191 06:00 476 470 473 473 07:00 1194 1286 1240 1240 08:00 1625 1599 1612 1612 09:00 1063 1015 1039 1039 10:00 687 700 694 694 11:00 541 599 570 570 12:00 604 624 614 614 13:00 677 759 718 718 14:00 630 735 683 683 15:00 639 617 628 628 .16 :-00 643 619 631 631 17:00 700 673 687 687 . 18:00 728 718 723 723 19:00 567 575 571 571 20:00 489 427 458 458 21:00 402 383 393 393 22:00 341 331 336 336 23 :,00 172 19-3 183 183 24:00 95 87 91 91 - Totals 12622 12761 12_692 12692 % Avg Wkday 99 .. 5 HY0.5 % Avg Day 99.5 100.5 AM Peak Hour 08.: 00 .Off: 00 AM Count 1625 1599 PM Peak Hour 18:00 13:00 PM Count 728 759 ' \ '" ENGINEERlNG COMPANY Transportation Dfois_io'n 24-Hour Volume Plot College Boulevard . . ' •• • Between Tamarack Avenue (North) and North City Limits ' 19 End TirTlf? l\1e 01:00 137 . 02:00 62 3000 03:00 56 04:00 92 2750 05:00 ~53 2500 06:00 587 07:00 1458 2250 08:00 2~21 2000 09:00 1639 0 .!! 10:00 1220 u 1750 :c 11:00 1045 ~ 1500 -12:QQ I 1158 .0 " 13:00 1342 1250 14:00 ·1397 1000 15:QO 1577 16:00 1~63 -750 17:00 .2225 500 18:00 ?436 ,-. 19:00 1562 20:00 1050 250 0 . "' -N "' •• "' "' --21:00 834 22:do 643 ?. 8 0 0 0 N ;; 0 0 23:00 378 . 24:00 '· 212 I'' Total · ·1 2s447 I Tuesday, July 19, 2005 College Boulevard Between Tamarack Avenue (North) and North City Limiti; ' (0 ., .., '" "' N ,<:' N N N N ., (0 "' a, -., ,-. N "' ,-. "' "' -"' "' "' N ,-. --.., a, -.., ., 0 ., ~ N "' -N "' "' 0 --.., -I "' 0 0 --.., ., "' ,-. "' "' "' "' N N l,_ ,a, -: ,, --,. '-,-'-,-~ 8 0 ~ 8 0 0 0 0 8 8 ~ ~ i' ~ 0 0 8 § ~ 0 0 0 ~ 9. 0 ;j; " '" .,; g ~ ;; ~ ~ t; 0 0 0 0 ., N N Tim8 ' ., ' .., "' i! jj ~ 0 8 ~ " N N N * -Volume$ .'tepre~ent combined totals of both directions. I I ' ENGINEERlNG COMPANY · 24-Hour Volume Plot College Boulevard .• ~ .. ; I Trmisp6r~ati0rl.' Divisioll . .. aetween T~marack Avenue (North) and North City Limits ' . 20 EndTjme Wed 01:00 143 02:00 57 3000 03:00 73 04:00 97 2750 05:00 245 2500 06:00 ' '589 07:00 1558 2250 08:00 2171 2000 09:00 1566 .. .S! 10:00 1268 u 1_750 :2 " 11:00 1118 > 1500 -12:00 1234 0 .. 13:0Q 1158· 1250 14:00 1475 1000 15:00 1502 16:00 1877 750 17:QO,, 2343 500 18:00 2470 "' 19:00 , 152~ 20:Qci · 967 250 0 ..,. -I 21:00 831 0 9. 22:QO 618 0 23:00 384 24:00 I • 203 Total 12sno I Wednesday, July 20, 2005 " ., 0 ~ College Boulevard Between Tamaraj;k Avenue (North) and North City Limits 0 "' !.= ..,. "' "' -" "' N " " "' -"' <O "' ., "' ., :e "' ., ., 0 "' --., ., ~ ..,. ..,. -"' --ls! ..,. "' -"' ' "' ---" "' "' ,;; ' "' "' "' ., '° ..,. "' .J " I " "' -• ~. ~ ~ ~ 0 g ~ 8 8 8 0 0 ~ 8 8 ~ 8 ~ 8 0 8 8 8 ~ 0 g 9. ;; :!i " ~ i» :, " ~ :, ~ ~ 0 ;; 0 0 0 0 0 ~ " Time I "' w ... "' "' "' 0 "' ~ _J_ 8 8 0 0 ii " " " " · • J \(o/umes represent combined totals of bblh directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 , MID-BLOCK COUNT SUMMARY Number: Location: Contents: 30 College Boulevard Between Palomar Airport Road and Aston Avenue Page 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 RICK ENGINEERING COMPANY Transportation Division . ' , _, Volume Count Report Location ............ , •.•... College Blvd:-P.A.R. to Aston-Ave Location Code ...........• 30 County ........•..•.......... San Diego ·Recorder Set •••........... B/1/05 U-0: 00 Recording Start ......... 8/2/05 00: 00 Recording End ............ 8/ 4/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8727 Machine Number .......... 20327 Channel. ................•..• A Divide By .....•............ 2 Summation ... _ ............... No Two-Way ......••......•...... No Tuesday 08/02/05 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 09001000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 13 16 12 18 63 '127 351 750 894 525 361 415 538 581 424 333 373 315 195 145 118 72 52 27 6718 4 2 6 2 7 9 46 125 266 171 117 93 115 170-145 87 -g2-92 51 29 32 16 17 7 5 4 4 3 7 16 82 135 257 117 99 115 125 140 80 85 82 _ 93 49 52 3.1 20 14 13 3 6 2 5 23 35 74 189 191 121 67 98 132 133 90 82 103 72 52 3T' 33 21" 12 1- 4 0 8 26 67 149 301 180 116 78 109 166 138 109 79 96 58 43 27 22 15 9 6 AM Peak Hour ............................... 07:45 to 08:45 1015 vehicles). AM Peak Hour Factor ......•..•............ 84. 3% PM Peak Hour ........................ .-...... 12: 45 to 13:45 609 vehicles) PM Peak Hour Factor .................•.•• 89. 6% Wednesday-_ 08/03/05 Channel: A Direction: Ne 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 13 12 7 24 57 120 351 812 912 489 364 372 534 583 397 391 379 _ 332 227 162 121 69 53 34 6815 4, 0 5 5 8 63 140 278 144 99 76 113 163 113 106 90 81 58 38 44 20 9 11 6 4 5 0 4 15 91 171 231 129 81 86 135 156 99 88 93 98 60 '54" 32 20 18 9 3 ' 1 5· 22-42 74. 216 194 105 99 101 129 126 -107 104 119 _ 88, 60 33 -22 22 -10 7 . 2 4 13 26 55 123 285 209 111 85 109 157 138 -78 93 77 65 49 37 23 7 16 7 .AM Peak Hour ......... , ..................... 07: 30 to OB: 3-0 ( 1010 v-ehicl.es) AM Peak·Hour Factor .......•....•........ BB. 6% PM Peak Hour •...•............................ 12: 30 to 13:30 -605 vehicles) PM Peak Hour Factor ... ·--• .. ; ............ 92. 8% Volume Count Report Location ... · ................. College Blvd: P.A.R. to Aston Ave Location Code ............ 30 County ...................... San Diego Recorder Set.; ........... 8/1/05 00: Q.Q. Recording Start ...... : .. 8/2/05 OU: 00 Recording End ............ 8/4/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8727 Machine Number .....•.... 20327 Cltannel ... -· ................ A Divide By .. ., ............... 2 Summation .................. No Two-Way ..................... No Tuesday 08./02/05 -Channel : K' Direction: S 0100 0200 0300 0400 0500 0600 0700 0800'0900 1000 1100120013001400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 40 21 29 12 30 45 163 278 329 275 311 578 603 477 438 522 730 994 518 246 136 91 62 45 6973 16 13. 16 2 5 8 26 53 82 77 68 106 182 121 95 140 180 330 163 81 4T 28 23 17 12 3 4 2 5 10 52 87 104 67 63 131 163 1U8 93 115 171 259 ·137 81 29 22 .15 19 4 5 5 4 11 11 51 64 63 73 68 168 132 152 135 143 197 247 128 45 38 28 16 6 8 2 4 4 9 16 34 74 80 58 112 173 126 96 115 124 182 158 90 39 22 13 8 3 AM Peak Hour ............................... 11:30 to 12:30 686 vehicles) AM Peak Hour Factor ...................... ·94. 2% PM Peak Hour ............................... 16:45 to 17:45 1018 vehicles) PM Peak Hour Factor ..................... 77 .1% Wednesday .08/03/05 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 52 21 23 12 31 46 158 258 307 286 287 540 665 484 461 567 740 975 537 263 120 80 54 48 7015 29 13 14 3 . 10 25 59 90 82. 54 90 193 129 102 152 178 308 172 89 36 23 23 20 8 3 2 :i 11 10 37 67 69 81 72 111 171 106 92 132 164 243 152 83 37 28 14 1".l· 7 3 4 4. 8 14 45 55 ·66 -58 78 172 180-132 157 171 214 ·235 111 · 55. 28 .17 10 11 8 2 3 ·4 9 12 51-77 82 65 83 167 121 117 110 112 184 188 102. 35 19 12 7 4 AM Peak Hour ................... •-•·•• .. ·· .. 11:30 to 12:30 703 vehicles) AM Peak Hour Facto:r-...................... :91.1% PM Peak Hour ............ _ ................... 1 7 : ff0 to 18:00 . ( 975· vehicles·) PM Peak Hour ·Factor ...................... 79 .1% '. ·_weekly Summary Report Location ...................... ; .. College Blvd: P.A.R, to Aston Ave Location Code .................. 30 County ............................ San Diego Recorder Set .................... 8/1/05 00: 00 Recording· Start ... , ........... 8/2/05 00:00 Recording End .................. 8/4/05 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8727 Machine Nuber .................. 20327 Channel. .......................... A Recorder Mode •... , .......• .-•... Volume Week of July 31, 2005 Channel: A Direction: N End 31 01 02 03 04 05 06 Wkday Daily Time-· Sun Mon Tue ·Wed. Thu Fri Sat Avg .. _Avg. Jll: 00 .. 13 13 13 13 02:00 · 16 12 14. 14 03:00 12 7 10 10 04:00 18 24 21 21 05:00 63 57 60 60 06:00 127 120 1.24 r24 07:00 351 351 351 351 08:00 750 812 781 781 09: 00· 894 912 903 903 10:00 525 489 507 507 11:00 361 364 363 363 12: 00. 4"15 372 394 394 13: 0.0 538 534 536 536 14:00 581 583 582 582 15,: 0 0 424 397 411 411 16:00 333 391 362 362 17:00 373 -37-9 376 376 18:00 315 332 324 324 19:00 195 227 211 211 20:00 145 162 154 154 21:00 118 121 120 120 22:00· 72 69 71 71 23:00 52 53 53 53 24:00 27 34 31 31 Totals-6718 6815 6767 676.7 % Avg Wkday 99.3 10'()'. 7 .. • Avg.Day 99 .3-100.7 -AM. Peak Hour 09:00 09:00 AM Count 894 912 PM _Peak Hour 14:00 14:00 PM Count 581 583 Weekly Summary Report ·Location ......................... College Blvd: P.A. R. to Aston Ave Location Code ..............•... 30 County.' ........................... San Diego Recorder Set ..........••..••... 8/1/05 -00: 00 Recording Start ................ -8/2/05 00: 00 Recora.ing End .................. 8/4/05 00: 00 Sample Time .......•............. 15 Minutes Operator Number ......•......... 8727 Machine Nuber .................. 20327 Channel. ...•.....•................ A Recorder Mode ....•............. Volume Week of July 31, 2005 Channel: A End 31 01 02 03 04 Time Sun -Mon. Tue Wed Thu 01:00 40-52 02·: 00 21 21 03:00 29 23 04:oo· 12 12 as·, oo 30 :n 06:00 45 46 07:00 163-158 08:00 278 258 09-:-0 O· 329 307 10:00 275 286 11:00 311 287 12:00 578 540 13:00 603 665 14:00 477 484 15:00 438 461 16:00 522 567 17-: 00 730 740 18:00 994 975 19:00 518 537 20:00 246 263 21:00 136 120 22:00 91 80 23:00 62 54 2.!l:.00 45 48 Totals 6973 7015 % Avg Wkday 99.7 100.3 % . .Avg Day 99.7 1:00. 3· AM Peak !four 12:00 12:00 AM Count 579. 540 PM Peak Hour 18:00 18:00 PM Count 994 975 Direction: 05 , .06 Wkday Fri Sat Avg_ 46 21 26 12 31 .46 161 268 318 281 299 559 634 481 450 545 735 985 528 255 128 86 SB- 47 6994 s Daily Avg. 46 21 26 12 31 46 161 268 318 281 299 559 634 481 450 545 735 985 528 255 128 86 58 47 699'4 . ENGINEERING (CQMPANY Transportatioh Division · ~4-Hour Volume Plot College Boulevard' llt\- 'W Between Palomar Airport Roc;1d and Aston Aven_ue, Tuesday, August 2, 2005 · 02 En~Time . ' iu~ College Boulevard BEltwee/i Paloma{Airport Road apd Aston Avenue ' ' 01:00 53 02:00 37 1500 03:00 41 "" 0 04:00 ,, 30. "' "' ~. N 05:Q0 · 93 1250 N ~ ;;: "' 06:00 172 07:00 514 ~ ., 0 ., ~ "' ~ N 0 ~ 0 "' ... 08:00 1028 1000 ~ "' "' '09:00 1223 10:00 800' 11:00 672 12:00 .993 .. ., :ii ,: ~ 750 ' -' 0 .. N ., "' ., 0 ., "' ' 0 «! "' N ;::: r--"' 13:00 1141 14:00 1058 15:00 862 500 ., ;,; "' l» "' 1·s,oo 855 17:00 11d3 18:00 -1309 19:00 . 713 -20:00 -391 2so 0 ., ' "' N N "' r---ID ~ ~ ., il ', ~ ~ 'N "' r--~ 0 I r--"' "' "' , I ■ --'-r '-r ,-'-r 21:00 254 22:od 163 ' 23:00 114 Time 24:00 72 Total 13691 1' ~ Volumes repry,sent combined totals of b~th directions. I I ( / . BIBS'~ ENGINEERING CdMPANY -· · TranSt1ortation Dfoision 1 / 24-r!our Volume PloL · Cojlege ~oulevard a w ~eJween Palomar Airport R9ad fihd Aston Avenue . Wednesday, August$,2005 03 .End Time • Wed Col!es!! Boulevard Between Palpmar Airport Road and Aston Avenue 01:00 I 65 02:00 33 1500 03:00 30 "-0 04:00 36 05:00 Bey 06:00 166 07:00 509 1250 "' a, a, ~ ;::; a, ~ ~ a, ~ ~ 0 ,.__ ~ ,.__ "' -~ 0 0 ~ ~ 08:00 1070 09:00 1219 10:00 775 11:00 651 12:00 912 1000 ~ .!! u :c ., > 750 0 .. "" N "' a, 1» "" "' "' "" ,.__ ;g ,.__ ,.__ • .; "' -· 13:00 1199 . a, 0 14:00 1067 500 "' "' N 15:00 858 ..,- 16:00 ' 958 17:00 1119 18:00 1307 19:00 ,764 20:00 425 250 0 I ;i; . "' "' a, ~ • ..,-..... "' "" I . iil "' "' 0 "' "" ■ "' "' "' ---.'-r '-r '-r '-r ~ ~ 21:00 241 22:00 149 23:00 107 Time 24:00 82 I Total 1· 13s30 I • -Volumes represent combined totals al both directions. I I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2005 MID-BLOCK LINK COUNT SUMMARY Number: Location: Contents: 31 Alga Road Between Corintia Street and El Fuerte Street Page 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 RICK ENGINEERING COMPANY Transportation Division "' Volume Count Report Location .................... Alga Rd: Corintia St. to El Fuerte St. Location Code ............. 31 County ...................... San Diego Reco:r-der S.et ............ , 7 /25/05" 00: 00 Recording Start ......... 7/26/05 00:00 Recording End ............ 7/28/05 00:00 Sample Time ..•............ 15 Minutes Operator Number ......... 8728 Machine Number .......... 20328 Channel ...........•......... A Divide· By .............•..... 2· Summation ................... No Two-Way ..................... No Tuesda~ 07/2~/05 Channel.: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800-0900 1000 HOO 12001300 1400 1500 1600 1700 1800 1900 2000 2100 2200·2300 2400 Totals 20 10 10 11 33 151 461 668 651 463 356 334 393 320 306 316 317 352 · 291 235 162 135 · 78 40 6113 8 2 3· 3 4 25 62 165 164 ,116 81 91 112 80 76 61 73 ·94 78 63 37 -43 20 10 8 0 2 6 24 113 153 161 108 101 80 . 103 86 77 7.6 84 88 68 63 46 29 22 8 2 4 5 2 11 44 137 201 179 120 78 74 92 86 85 90 88 96 75 49 38 36 19 11 2 3 2 4 12 58 149 149 147 119 96 89 86 68 68 83 72 74 70 60 41 27 17 11 AM Peak Hour ...•...........•..•............ 07: 30 to 08:30 675 vehicles) AM Peak Hour Factor ....................• 84. 0% PM Peak Hour ................................ 11: 45 to 12:45 396 vehicles) PM Peak Hour Factor ..................... BB .4% Wednesday 07/27/05 Channel.: A Direction: w 0100 0200 0300 0400 0500 0600 ·0100 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 24 11 6 11 . 39 125 456 694 596 487 348 352 369 364 304 310 346 374 320 218 159 130 83 40 6166 6 5 0 3 5 16 72 181 148 123 81 92 89 87 70 70 79 93 92 62 51 38 28 10 9 3 1 3 6 . 16 100 155-136 135 80 75 104 89 82 82 79 92 86 41 37 28 23 13 5 . 2'· 2 11 41 146 182 153 109 97 91 92 89 75 98 89 84 77 66 44 33 12 7 4 2· 3 3 17 52 138 176 -159-120 90 94 ~-99 7T 60 99 105 -65 49 27 31 20 10 AM Peak Hour .............. ··•-•·•·• ......... 07: oo. to 08:00 694 , vehicles) AM Peak-Hour Factor ................... :-.. 95. 3% PM· Peak Hour •..............................•.. 11 : 4 5 to 12,: 45 3.'.79 vehicles) PM Peak Hour Factor .. , ...••.•..•..•• .' .... 9-1. 1% Volume Count Report Location .•....... , ......... Alga Rd: Corintia St. to El Fuerte St. Location Code ............ 31 County ...................... ,San Diego Recorder Set ............. 7 /25/05 00 :00 Recording Start ......... 7 /26/05 00: 00 Recording End .. _. ......... 7 /28/05 00: 00 Sample Time ............... 15 Minutes Operator Number ......•.. 8728 Machine Number .......... 20328 Channel ..................... A Divide By .•................ 2 Summation .................. No Two-Way ..................... No Tuesday 07/26/05 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 34 15 13 12 18 40 127 294 327 305 285 346 361 356 426 537 632 771 529 409 287 256 134 89 6603 17 4 0 2 2 4 15 49 72 88 67 71 108 73 110 128 154 183 160 116 83 85 41 23 9 5 8 3 2 8 19 75 88 93 77 64 74 98 104 125 156 206 142 116 65 64 32 21 5 4 4 3 6 12 38 69 89 74 67 99 76 97 109 138 168 207 114 93 69 49 27 28 3 2 1 4 8 16 55 101 78 50 74 112 103 88 103 146 154 175 113 84 70 58 34 17 AM Peak Hour ..................•............ 11:30 to 12:30 393 vehicles) AM Peak Hour Factor ..................... 87. 7% PM Peak Hour ..............................• 1 7: 00 to 18:00 771 vehicles) PM Peak Hour Factor ..•...............•.. 93 .1% Wednesday 07/27/05 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 56 16 16 7 15 42 127 266 370 295 263 368 370 345 429 587 645 758 548 364 294 244 174 87 6686 17 7 6 0 3 16 58 96 76 55 82 100 94 92 144 138 181 170 96 78 60 49 27 20 4 3 2 3 11 24 56 110 80 64 96 92 81 115 139 159 199 144 108 63 63 53 29 12 1 2 4 4 6 42 68 95 81 73 96 88 83 101 160 177 185 117 89 85 64 44 22 7 4 5 0 8 22 45 84 69 58 71 94 90 87 121 144 171 193 117 71 68 57 28 9 AM Peak Hour ..................... , ......... 11: 15 to 12:15 386 vehicles) AM Peak Hour Factor ..................... 96. 5% .PM Peak Hour .............................•. 17: 00 to 18:00 7·58 vehicles) PM Peak Hour Factor ..................... 95.2% Weekly Summary Report Location~-----------------------Alga Rd: Corintia st_ to El Fuerte -St_ Location Code--·---------------31 · County----------------------------San Diego Recorder Set -------------------7 /25/05 00: 00 Recording Start---------,----·--7/26/05 ~06:00 Recording --.:nd------------------7 /28/05 00: 00 Sample Time---------------------15 Minutes Operator Number---------------8728 Machine Nuber--------------·· --20328 Channel. --------------------------A Recorder Mode------------------Volume Week of July 24, 2005 Channel: A End 24 25 26 27 28 Time Sun Mon Tue Wed Thu 01:00· 20 24 02: 00 10 11 03:00 10 6 04:00 11 11 05:00 33 39 06:00 151 125 07:00 461 456 08:00 668 694 09:00 651 596 10:00 463 487 11:00 356 348 12:00 334 352 13: 00. 393 369 14:00 320 364 15:00 306 304 16:00 316 310- l:7 : 0 0 317-34_6 18:00 352 374 19:00 291 320 20:00 235 218 21:00 162 159 22:00 135 130 23:00 78 83 24:00 40 40 Totals 6113 6166 % Avg Wkday 99_5 roo _4 "' 0 Avg Day 99-6 100-4 1'.M Peak Hour 08:00 OS-: 00 AM Count 668 694 PM Peak Hour 13:00 18:00 PM Count 393 374 Direction: W 2Q 30 Wkday Daily Fri Sat Av:g_ Avg'. 22 22 11 11 8 8 11 11 36 36 138' 138 459 459 681 681 624 -624 475 475 352 352 343 3il3- 381 381 342 342 305 305 313 313 332 332 363 363 306 306 227 227 161 161 133 133 8-1 81 40 40 6-140 6-14.(l Weekly Summary Report Location, ........................ Alga Rd: Corintia St. to El Fuerte St. Location Code .................. 31 County ............................ San Diego Recorder Set ................... 7 /25/05 00: 00 Recording Start ....... , ....... 7 /26/05 00: 00 Recording End .................. 7 /28/05 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8728 Machine Nuber .................. 20328 Channel. .......................... A Recorder Mode, ................. Volume Week of July 24, 2005 Channel: A Direction: E End 24 25 26 27 28 29 30 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 ' 34 56 45 45 02:00 15 16 16 16 03:00 13 16 15 15 04:00 12 7 10 10 05:00 18 15 17 17 06:00 40 42 41 41 07:00 127 127 127 127 08:00 294 266 280 280 09:00 327 370 349 349 10:00 305 295 300 300 11:00 285 263 274 274 12:00 346 368 357 357 13:00 361 370 366 366 14:00 356 345 351 351 15:00 426 429 428 428 16:00 537 587 562 562 17:00 632 645 639 639 18:00 771 758 765 765 19:00 529 548 539 539 20:00 409 364 387 387 21:00 287 294 291 291 22:00 256 244 250 250 23:00 134 174 154 154 24:00 89 87 88 88 Totals 6603 6686 6645 6645 . % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 AM Peak Hour 12:00 09:00 AM Count 346 370 PM Peak Hour 18:00 18:00 ~ PM Count 771 758 ' ' ENGINEERING COMPANY · Tra1isp01'iatio~ Divisibn / 24 .. Hour Volume Plot Alga Road • w Between Corintia Street and El Fuerte Street ·Tuesday, July 26, 2005 ·26 , End Time' Tue Alga Road Between Corintia S\reet and El i=:u~rte Street 01:00 54 02:00· 25 1500 03:bo 23 04:00 .23 05:00 51 1250 "' 06:00 191 "' ~ ~ 07:00 588 08:00 962 09:00 978 10:00 768 11:00 641 12:00 680 1000 "' " u :c " > 750 ~ 0 .. "' "' ,._ "'' "' "' " "' "' "' :ll 0 '"' "' " "' "' ., Pl ,._ ,._ 0 "' ,._ $ "' ,._ i "' ·"' "' "' ·13:00 754 ., 14:00 676 15:00. 732 500 "' .,. .,. 1» "' 16:00 853 17:00 949 18:00 1123 250 "' 1» 1" ~ "' N . ' ~ 19:00 ~20 20:bo 6•,!4 21:00 449 , 22:00 ' 391 0 ;g ., "' "' ;;; lJ ■ ~ N "' ·• ~ -0 0 0 0 ~ ~ 9. 9. ~ ;, -.. 23:00 212 Ti1t1e 24:00 129 Total 12716 * -Volumes represent combined totals of both directions. / ' \ ENGINEERING COMPANY Transpol'"tarion Division TM 24 ... Hour Volume Plot Alga.Road , Between Corintia Street and El Fuerte Street ' ,, 27 l;nd Time ' \{'Jed 01:QO 80 02:00 27 · 03:00 22 04:00 18 05:00 54 06:00 167 07:00 583 08:do 960 09:00, 966 10:00 782 11:00 611 12:00 720 13:00 739 14:00 .709 15:00 733 16:00 897 17:00 991 18:00 1132 19:00 868 20:00 582 21:00 '453 22:00 374 23:00 257 24:00 127 I 'Total 112~52 I ' ' ' Wedn~sday, July 27, 2005 Alga Road BetweenCorintia Stteet and El Fuerte Street 1500 1250 1000 0 <O <O <O a, a, .. .!! .!l . .c ~ 750 -~ ,._ 0 .. 0 M ., "' 500 250 ,._ <O ~ 0 0 ~l ., ,._ ~ ., I ~ ~ a, 0 M "' ,._ ,._ "" "" <O ,. Tirpe ,. a, 0 ,._ 0 9. ;! "' M "" "" '" a, ,._ a, ., ., <O ., M M ,._ "' ., "' ~ M "' ... ' ..,. ,._ M' ,._ "' . "' ~ • • ,._ "' ' ~ I • -Volume~ repk~eht combined totals o,f bo 1 (h. directions. .. -