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CUP 260C; PALOMAR TRANSFER STATION; TRAFFIC IMPACT ANALYSIS - 1ST VERSION; 2001-07-06
I I I I I I I I I I I I I I I I I I I ~ CONSULTING TRAFFIC IMPACT ANALYSIS FOR PALOMAR TRANSFER STATION PREPARED FOR: Dudek & Associates 605 Third Street Encintias, CA 92024 PREPARED BY: O'Rourke Engineering, a Division ofRBF Consulting 5050 Avenida Encinas, Suite 260 Carlsbad, CA 92008 (760) 476-9193 July 6, 2001 JN 55-100043.001 PLANNING :. DESIGN ;.,. CONSTRUCTION RECEIVED SEP 3 O 2002 CfTY OF CARLSBAD PLANNING DEPT. 14725 Alton Parkway, Irvine, CA 92618-2027 ■ P.O. Box 57057, Irvine, CA 92619-7057 ■ 949.472.3505 ■ Fax 949.472.8373 Offices located throughout California, Arizona & Nevada ■ www.RBF.com pnnted on recycled paper I I I I I I I I I I I I I I I I I I I July 6, 2001 Mr. Joe Monaco Dudek & Associates 605 Third Street Encinitas, CA 92024 RE: Palomar Transfer Station Dear Mr. Monaco: CONSULTING The traffic analysis is complete for the proposed expansion of the Palomar Transfer Station located in Carlsbad, CA. The steps in the analysis and the ensuing results are presented within this report. It has been a pleasure working with you. If you have any questions or comments, please do not hesitate to call. Respectfully submitted, O'ROURKE ENGINEERING A DMSION OF RBF CONSULTING Susan E. O'Rourke, P.E. Principal PLANNING DESIGN CONSTRUCTION 14725 Alton Parkway, Irvine, CA 92618-2027 ■ P.O. Box 57057, Irvine, CA 92619-7057 ■ 949.472.3505 ■ Fax 949.472.8373 Offices located throughout California, Arizona & Nevada ■ www.RBF.com pnnted on recycled paper .. September 30, 2002 TRAFFIC IMPACT ANALYSIS FOR PALOMAR TRANSFER STATION Modifications in Project Description Not Contained in This Document To the Reader: The following document was prepared using the latest information and project description available at the time of document preparation. During the course of project refinement, the parameters of the project have changed. These changes are minor and should not have a significant effect on the conclusions found in this document. The following identifies the inconsistencies found in this document and the current parameters of the project. • Maximum 1,750 tons per day (please note -project description still maintains average of 1,500 tons per day over the period of one week) • 24 hour operation of external transfer trucks • Refined Site Plan • Pages Containing Minor Inconsistencies -1, 2, 3, 9, 10, 36 Although the refined project description will allow for an increase in the maximum per day tonnage of trash, the weekly tonnage will not increase. The 24-hour operation of the transfer trucks should result in a decrease in the peak hour truck traffic. The refined project description will not result in an overall increase or decrease in traffic trips, merely a change in the distribution of traffic over the week. I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS INTRODUCTION ........................................................ ······················ .................................................... 1 PROJECT DESCRIPTION ..................................................................................................................... 2 STUDY AREA ...................................................................................................................................... 4 EXISTING CONDITIONS ••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••• 5 PROJECT TRAFFIC ····························································································································9 FUTURE TRAFFIC VOLUMES ·············································································································22 ANALYSIS ........................................................................................................................................... 30 MITIGATION MEASURES ··················································································································32 PROJECT PERCENT RESPONSIBILITY ................................................ ···············································34 CONCLUSION ..................................................................................................................................... 36 I I I I I I I I I I I I I I I I I I I LIST OF FIGURES FIGURE 1: PROJECT LOCATION ............................................................................................. ········ ..... 2 FIGURE 2: PROJECT SITE PLAN ··········································································································3 FIGURE 3: EXISTING LANE GEOMETRICS ........................................................................................... 6 FIGURE 4: EXISTING TRAFFIC VOLUMES ···························································································8 FIGURE 5: COLLECTION TRUCK PERCENT DISTRIBUTION (EXISTING) ............................................... 13 FIGURE 6: COLLECTION TRUCK PERCENT DISTRIBUTION (2005) ...................................................... 14 FIGURE 7: COLLECTION TRUCK PERCENT DISTRIBUTION (2020) ...................................................... 15 FIGURE 8: TRANSFER TRUCK PERCENT DISTRIBUTION (ALL SCENARIOS) ........................................ 16 FIGURE 9: PASSENGER CAR PERCENT DISTRIBUTION (EXISTING AND 2005) ................................... 17 FIGURE 10: PASSENGER CAR PERCENT DISTRIBUTION (2020) .......................................................... 18 FIGURE 11: TOTAL PROJECT TRIP ASSIGNMENT (EXISTING) ............................................................. 19 FIGURE 12: TOTAL PROJECT TRIP ASSIGNMENT (2005) .................................................................... 20 FIGURE 13: TOTAL PROJECT TRIP ASSIGNMENT (2020) ................................................................... .21 FIGURE 14: EXISTING PLUS PROJECT TRAFFIC VOLUMES ................................................................. .23 FIGURE 15: SHORT-TERM (2005) LANE GEOMETRICS ...................................................................... 24 FIGURE 16: SHORT-TERM (2005) TRAFFIC VOLUMES ....................................................................... 25 FIGURE 17: SHORT TERM (2005) PLUS PROJECT TRAFFIC VOLUMES ................................................ 26 FIGURE 18: 2020 LANE GEOMETRICS ·······························································································27 FIGURE 19: 2020 TRAFFIC VOLUMES ••••••• •••••••••••••••••••••••• ·································································28 FIGURE 20: 2020 PLUS TRAFFIC VOLUMES ...................................................................................... .29 LIST OF TABLES TABLE 1: EXISTING AND PROPOSED TRIPS ........................................................................................ 10 TABLE 2: HoURL Y TRIP DISTRIBUTION ............................................................................................. 11 TABLE 3: INTERSECTION LEVEL OF SERVICE .................................................................................... .30 TABLE 4: SEGMENT LEVEL OF SERVICE ............................................................................................. 31 TABLE 5: INTERSECTION PROJECT PERCENTAGE .............................................................................. .34 TABLE 6: SEGMENT PROJECT PERCENTAGE ....................................................................................... 35 APPENEDICES APPENDIX A ................................. TUBE COUNT AND CLASSIFICATION WORKSHEETS APPENDIX B ................................. PROJECT TRIP ASSIGNMENT APPENDIX C ................................. ICU WORKSHEETS I I I I I I I I I I I I I I I I I I I INTRODUCTION O'Rourke Engineering, a division of RBF Consulting, was retained to prepare a Traffic Impact Analysis Study for the proposed expansion of the Palomar Transfer Station located in Carlsbad, California. Residential and commercial waste is brought to the transfer station by local collection trucks. The waste is then loaded onto transfer trailers and hauled to landfills or recycling centers. The transfer station is currently permitted to process 800 tons-per-day (TPD) of mixed-waste plus green-waste and recyclables. The project applicant is requesting that the City of Carlsbad issue a conditional use permit to allow for processing of up to I 0,500 tons-per-week. For traffic evaluation purposes, a maximum of 1,500 TPD was used to estimate truck trips. A detailed analysis was undertaken to determine the impact of the proposed expansion to traffic operations on the surrounding roadway network. The steps involved, as outlined in the scope of services include determining existing traffic conditions, establishing project traffic and distribution, determining future traffic conditions, completing segment and intersection analyses and defining mitigation as appropriate. Each of these steps and the ensuing results are presented herein. O'Rourke Engineering/RBF Consulting 1 I I I I I I I I I I I I I I I I I I I PROJECT DESCRIPTION The proposed expansion of the Palomar-Transfer Station will increase its processing capabilities from 800 to 1,500 TPD. The project site is located on South Orion Way, east of El Camino Real and north of Palomar Airport Road in the City of Carlsbad, California. The ingress and egress of project traffic from the site will remain the same, with three driveways on Orion Way. Current major service areas of the transfer station include the cities of Carlsbad, Rancho Santa Fe and Del Mar. Other service areas include parts of Camp Pendleton, Oceanside, Valley Center, Escondido and the unincorporated areas of Vista and San Marcos. The transfer station currently transfers materials to two landfills; Sycamore Canyon in the City of San Diego and Otay Landfill in an unincorporated island in the southern portion of the City of Chula Vista. These service areas and transfer-to sites are assumed to remain the same for the analysis in this report. Figure 1 shows the location (represented by the star) of the project site in relation to the surrounding street network. Figure 2 shows the site plan for the proposed expansion. O'Rourke Engineering/RBF Consulting 2 --------- 0 J ·•-ICIU I• 0 E:3SCA1.EH0US I i g • I j 6 I I 1 ----------... .-• 0 L ~ _.,. _ .. -~lit , .... --.. .... .,_.., ,,.,. .. ..... NOTTO SCALE ~ -- URS Jtf 3-W. ~ S.,,,., toO ,.,,,..,,,__ °"'ft,fl '1101 /~~~:--= -- .. -- IHDEX Dr DRAWINGS ..... ....,...t'TE .... -~1 •2 ---~91'rflillMI•----1 ••I ,......_11K..,_ •~ I •J ............ ~1111.--.--i BUILDIHO DATA IIUIU,111() coot DATA l[O[HO LtCAL DESCRIPTIOH -- VICINITY MAI' OWNER RECEIVED HAR -a 2001 - ALLIED WASTE COMPANY CA!ltSBAD TRANSfER STATIO!f MODIFICATIONS COvtll SAK MAIICOS, CAl.lfOl!NIA PIIOF'OS£D 511[ PLAN F/GURE2 PROJECT SITE PLAN PALOMAR TRANSFER STATION - I I I I I I I I I I I I I I I I I I I STUDY AREA The analysis methods and study scenarios contained herein are based upon City of Carlsbad guidelines. The study area includes all intersections and roadway segments that are expected to have an impact of greater than 50 peak hour project trips. The study area also includes future roadway segments and intersections that affect trip distribution in future scenarios. The roadway segments and intersections analyzed within this report are identified below. Roadway Segments • Faraday A venue -west of El Camino Real • Faraday A venue -from El Camino Real to El Fuerte Street • Faraday A venue -from El Fuerte Street to Melrose Drive • Faraday Avenue-east of Melrose Drive • Palomar Airport Road -west of El Camino Real • Palomar Airport Road -from El Camino Real to El Fuerte Street • Palomar Airport Road -from El Fuerte Street to Melrose Drive • Palomar Airport Road -east of Melrose Drive • El Camino Real-north of Faraday Avenue • El Camino Real-from Faraday Avenue to Palomar Airport Road • El Camino Real -south of Palomar Airport Road • El Fuerte Street -from Faraday A venue to Palomar Airport Road • El Fuerte Street-south of Palomar Airport Road • Melrose Drive-north of Faraday Avenue • Melrose Drive-from Faraday Avenue to Palomar Airport Road • Melrose Drive -south of Palomar Airport Road Intersections • Faraday A venue / El Camino Real • Palomar Airport Road / El Camino Real • Faraday A venue / El Fuerte Street • Palomar Airport Road / El Fuerte Street • Faraday A venue / Melrose Drive • Palomar Airport Road / Melrose Drive Five study scenarios were addressed and analyzed within this traffic study as follows: • Existing, Existing plus Project • Short Term (2005), Short Term (2005) plus Project • Long Term (2020), Long Term (2020) plus Project O'Rourke Engineering/RBF Consulting 4 I I I I I I I I I I I I I I I I I I I EXISTING CONDITIONS Existing conditions were summarized in terms of roadway lane geometrics and existing traffic volumes. Each of the existing intersections and roadway segments addressed in this study currently operate at acceptable levels of service. The trips currently generated from the existing project site are included in the existing traffic volumes. Roadway System The roadways analyzed within this study are described below. Existing lane geometrics can be found in Figure 3. El Camino Real (ECR) is a six-lane primary arterial divided by a raised median and traversing in a north/south direction within the study area. Palomar Airport Road (PAR) is a six-lane primary arterial divided by a raised median and traversing in an east/west direction within the study area. Faraday Avenue is a four-lane secondary arterial traversing in an east/west direction north of the project site within the study area. Improvement plans expected to be in place by 2005 include extending the roadway from Melrose Drive to meet the north end of the future El Fuerte Street extension. Improvement plans expected to be in place by 2020 include extending the existing Faraday roadway from El Fuerte to its current termination eastofECR. El Fuerte Street is a four-lane undivided collector roadway traversing in a north/south direction east of the project site within the study area. Improvement plans expected to be in place by 2005 include extending the roadway from south of PAR north to meet future Faraday A venue. Melrose Drive is a six-lane primary arterial separated by a raised-median traversing in a north/south direction east of the project site within the study area. Improvement plans expected to be in place by 2005 include extending the roadway from Palomar Airport Road to Faraday A venue. O'Rourke Engineering/RBF Consulting 5 ------------------- 0 NOTTO SCALE --\ --- '\.Project Site LEGEND: \ Existing Roadway Future Roadway • Signal XLD X-Lanes Divided \ .,, ------- ...,_ .,, .,, ~ XLD-R X-Lanes Divided by Raised Median.,... ______________ _ XLU X-Lanes Undivided FIGURE 3 EXISTING LANE GEOMETRICS PALOMAR TRANSFER STATION I I I I I I I I I I I I I I I I I I I Existing Traffic Volumes Intersection AM and PM peak hour turning movement volumes were obtained from the City of Carlsbad's 2000 Growth Management Plan. These volumes were manually counted in July and August of 2000. Where counts were not available, turning movement volumes were used from the May 9, 2001 Carlsbad Oaks North traffic study provided by Willdan-WP A Traffic Engineering. All volumes represent weekday peak hour conditions and were derived using the greatest volume of traffic for any one-hour period within the following peak hour study periods: between 7:00 a.m. and 9:00 a.m. for AM Peak Hour and between 4:00 p.m. and 6:00 p.m. for PM Peak Hour. The existing traffic volumes include traffic from the current 800 TPD facility. Figure 4 shows the AM and PM peak hour turning movement volumes at each study intersection. O'Rourke Engineering/REF Consulting 7 -------------···-··----------·::-··-____ • ___ ---: ' ~- 0 NOTTO SCALE • • ■ .,,,. .,,,. ""(3)4.J. -... __ 1 _ -------(5)27~ _ ; / _,, ..-\ (0)0~ \ / / / / ---(,I) -~ I I I I I I ~-a~ 210(41) F.nS ui + 2701 (1612) .-.,---a--r ~r,..,::rp~ort~R;:o;:a:':rd--.....;:.-clU+ ~ 'f' 2(27) r+ 21ooc1130> 1,r325(165) ~a~''' ~ (92)439 .r .... t ~ (2022)875+ ~~~ c1>1 ,. \ .es~ Existing Roadway Future Roadway xx(xx) AM (PM) ' I I __ ___....,. ..... 660)1035+ ~ (" (100)150 ~ _.. N " ffl ~ (01\) -21 co ,g F/GURE4 EXISTING TRAFFIC VOLUMES PALOMAR TRANSFER STATION I I I I I I I I I I I I I I , J PROJECT TRAFFIC As mentioned previously, the proposed expansion of the Palomar Transfer Station consists of expanding processing capabilities of the site from 800 tons per day to 1500 tons per day. The project traffic is defined in a three-step process including project trip generation, trip distribution and trip assignment. Each step is outlined below. Trip Generation Trip generation for the proposed expansion of the Palomar Transfer Station was developed using information regarding the operation of the site and the anticipated tonnage of material processed. The project site currently generates traffic on the surrounding roadway network. Because the transfer station already exists and operates, project traffic was defined as being the additional trips that are generated by the expansion of the site, not the total site traffic. In order to determine the types of vehicles and amount of traffic generated by the existing site, 24-hour tube counts and classifications were made at the project site driveways for five days. Waste Management also supplied an updated trip generation table from a study of the site prepared in 1997. This information helped to identify the types and tonnage carrying capabilities of the trucks and automobiles that enter and exit the site. Tube count and classification worksheets can be found in Appendix A. For trip generation purposes, the vehicles currently generated by the site were classified into five general types. These include collection trucks ( 4-ton capacity*), collection trucks (8-ton capacity), transfer trucks (22.5-ton capacity), employee vehicles and other autos. The site was estimated to be currently bringing in 773 TPD and exporting 900 TPD via transfer trucks. The extra 127 TPD going out accounts for the collection of waste on the weekend. Transfer trucks do not export waste on Sunday, therefore trash collected on Sunday was distributed equally to the outbound trash during the weekdays. Collection trucks not carrying waste were also found to enter the site regularly, due to the maintenance of trucks originating from inside the site as well as from outside the site. Future site volumes were calculated by direct relationships of existing vehicles and site tonnage to future tonnage. Existing project volumes were then subtracted from the calculated future project volumes to yield a net increase in project traffic. Table 1 shows the number of one-way trips for each vehicle and the tonnage of the site for existing and proposed weekday conditions. Also shown is the difference in average daily trips (ADT's) for each type of vehicle. *Estimated Average of Smaller Collection Trucks O'Rourke Engineering/REF Consulting 9 I I ~I I I I I I I I I I I I I I I I I Table 1: Project Trip Generation Existing Weekday ( one way) 580 TPD Mixed Waste 193 TPD Recyclable and Green Waste 100 Collection Truck-using station (in) 10 4-ton trucks (in) 10% 90 8-ton trucks (in) 90% 60 Collection Truck-NOT using station (in) 625 Total Weekend Tonnage* 40 Transfer Truck Trips ( out) 95 Employees on-site 143 Employee Trips (in) 79 Other Autos *Distributed Event Th waste on Weekda Proposed Weekday (one way) 1200 TPD Mixed Waste 300 TPD Recyclable and Green Waste 193 Collection Truck-using station (in) 19 4-ton trucks (in) 10% 174 8-ton trucks (in) 90% 116 Collection Truck-NOT using station (in) 1213 Total Weekend Tonnage* 77 Transfer Truck Trips ( out) 100 Projected# ofEmployees on-site 151 Employee Trips (in) 153 Other Autos Total Net New Trips (in and out) 187 Collection Truck Trips (using station) 112 Collection Truck Trips (not using station) 74 Transfer Trucks 16 Employee Trips 148 Other Autos 537 Total Net New ADT Change ( one way) 620 TPD Mixed Waste 107 TPD Recyclable and Green Waste 94 Collection Truck-using station (in) 9 4-ton trucks (in) 10%, 85 8-ton trucks (in) 90% 56 Collection Truck-NOT using station (in) 588 Total Weekend Tonnage* 37 Transfer Truck Trips (out) 5 Projected# ofEmployees on-site 8 Employee Trips (in) 74 Other Autos As shown in Table 1, the proposed expansion of the transfer station is expected to generate approximately 537 additional daily project trips. The total net new project trips were then distributed throughout the day according to existing trends. Hourly percentages of daily volumes for each type of vehicle entering and exiting the project site were obtained from the 24-hour tube counts that O'Rourke Engineering/RBF Consulting placed at the project site driveways. These percentages were then applied to the volume of project trips for their respective vehicle types. Because the transfer trucks and collection trucks are large vehicles, a passenger car equivalent (PCE) factor of 3.0 for transfer trucks and a factor of 2.0 for collection trucks was applied. The distribution of project trips in PCE's throughout the day is shown in Table 2. As shown in Table 2, after the PCE factors are applied to each type of vehicle, the total number of project trips in PCE's is 984. O'Rourke Engineering/RBF Consulting 10 ------------------- Table 2: Hourly Project Trips In Passenger Car Equivilents Weekday AM Hours DailvTrios Vehicle Load* IN OUT Collection Trucks 598 299 298 3 0 6 12 15 54 24 15 30 24 15 15 21 15 24 15 Transfer Trucks 222 111 111 2 0 2 11 19 7 10 6 6 0 2 12 4 6 Other Autos 148 74 74 4 0 13 4 2 3 4 4 7 4 7 5 6 7 Emolovees 16 8 8 0 0 2 0 0 0 0 0 0 0 0 Total** 984 492 491 9 0 23 24 38 62 27 28 40 38 29 19 31 33 35 29 *Load= total trips in and out for each type of vehicle multiplied by its PCE factor. **Total= total prqject trips in and out of all vehicles multiplied by their respective PCE factors. Weekday PM Hours ·1~r~f \li:b~\ ;Xi:l~ii :JJi~o~.~: ;;;~~:'.:: ki~d~; [itfu( ~ii:i.ii: \f~}t: \:~l~~l:i ~-;i;~:: >;.iii ;ltfo'o:~ j~Jo/ \J~o/ •;fo{ Total AM & PM Vehicle ':}J:.~ :~btii: 'f.~\ ~~:o~-; ,J~?_: \>b±} :::.~-;_: ><>nt; < ;( --~uf~ ;\11'{·~: ~~;~~ t-~~-,·~: }&-cii :: :::~; .• , ••• ::.: ·; '.;OJllT.: IN OUT Collection Trucks 18 30 18 18 24 15 24 30 54 30 18 18 3 6 3 3 300 300 Transfer Trucks 8 11 11 16 13 16 9 6 11 2 13 3 4 2 0 0 111 112 Other Autos 3 4 6 6 6 5 5 5 4 11 14 4 0 74 74 Emolovees 0 0 0 0 2 0 0 0 0 8 8 Total 29 45 36 41 44 37 39 42 69 44 32 37 8 12 4 3 493 494 I I I I I I I I I I I I I I I I I I I As shown in Table 2, the project is expected to generate 984 daily trips in PCE's. This study analyzes the greatest traffic volumes for any one hour time period between the hours of 7:00 a.m. and 9:00 a.m. for the AM peak hour and 4:00 p.m. and 6:00 p.m. for the PM peak hour. As shown in Table 2, the greatest one-hour volume is 78 trips in the AM peak hour and 113 trips in the PM peak hour. Trip Distribution and Assignment Collection trucks, transfer trucks, and passenger cars have different assignment patterns, therefore separate percent distributions were calculated for the different trip types for this project. For collection trucks, distribution and assignment was based on the service areas that the site currently services, which were assumed to remain the same. Separate percent distributions were also made for the three study scenarios because of major road improvement such as the extension of Faraday Avenue and El Fuerte Street. Figures 5, 6, and 7 show the collection truck percent distribution for Existing, Short-Term (2005), and Long Term (2020) conditions respectively. Transfer trucks were distributed according to the location of their final destinations, landfills. The current landfills that the site uses are located south of the project site in San Diego, California. The landfills the site uses are assumed to remain the same. Changes to the roadway network will not affect the distribution of transfer truck trips. Figure 8 shows the transfer truck percent distribution for all scenarios. Employees and other auto project trips were combined together and collectively termed "Passenger Cars". Passenger cars were distributed according to the location of types of land uses in the area. A general directional origination percentage of 25% in all directions was assumed. 2005 roadway improvements ill not affect the distribution of passenger cars over existing conditions. Figures 9 and 10 show the passenger car percent distribution for Existing/2005 and 2020 respectively. Figures 11, 12, and 13 show the assignment of project generated AM and PM peak hour trips in the study area for Existing, 2005, and 2020 conditions respectively. The separate assignments of project trips for each vehicle classification can be found in Appendix B. O'Rourke Engineering/RBF Consulting 12 ------------------- 0 NOTTO SCALE ~ --.-' --------- '\.Project Site ..-.,,, r Airport Road \ \ LEGEND: XX% (XX%) Existing Roadway Future Roadway %In (%Out) ' ' \ \ \ \ \ \ \ +32% (32%)+ \ \ I .,,, --..- FIGURES COLLECTION TRUCK PERCENT DISTRIBUTION (EXISTING) PALOMAR TRANSFER STATION ------------------- 0 NOTTO SCALE ~Project Site ---.... r Airport Road LEGEND: XX% (XX%) Existing Roadway Future Roadway %In (%Out) (32%)+ F/GURE6 COLLECTION TRUCK PERCENT DISTRIBUTION (2005) PALOMAR TRANSFER STATION ------------------- .,. 8% 0 NOTTO SCALE .\.. 30% + ~ :,,.g 0 -::::; 0 ?fl. - '\,Project Site r Airport Road LEGEND: --Existing Roadway ---Future Roadway xx% %IN (xx%) (%OUT) FIGURE7 COLLECTION TRUCK PERCENT DISTRIBUTION (2020) PALOMAR TRANSFER STATION .... J) ------------------- 0 -.... 0 0 ~ 0 - NOTTO SCALE .... 0 0 ?ft. -.... g ~ \.(100%) t 8 '#. .... ---__ , ~Project Site - \ \ ar Airport Road LEGEND: XX% (XX%) Existing Roadway Future Roadway %In (%Out) ' ' \ \ \ --- \ \ \ \ \ \ I .,,,. .,.. ---- FIGURE8 TRANSFER TRUCK PERCENT DISTRIBUTION (ALL SCENARIOS) PALOMAR TRANSFER STATION ..... ....J ------------------- 0 NOTTO SCALE -\..(50%) t ~ c:,, ~ 001 ----,. ---- cft. ?ft. '\.Project Site ... \ \ ar Airport Road LEGEND: XX% (XX%} Existing Roadway Future Roadway %In (%Out} \ \ \ \ \ \ \ \ (25%)+ --- \ \ \ I .,, .,, --... FIGURE9 PASSENGER CAR PERCENT DISTRIBUTION (EXISTING/2005) PALOMAR TRANSFER STATION ------------------- .,. 25% 0 NOTTO SCALE \.Project Site r Airport Road LEGEND: .-25% -Existing Roadway xx% %IN (xx%) (%OUT) FIGURE 10 PASSENGER CAR PERCENT DISTRIBUTION (2020) PALOMAR TRANSFER STATION ->. (,0 ------------------- (14)8 l' 1, (0 t ...... w .... ciS .... 0 NOTTO SCALE ----' -- ~Project Site ... at' Airport Road \ \ ' ' --------... \ \ \ \ \ \ \ .-11(19) (13)9+ LEGEND: Existing Roadway Future Roadway XX(XX) AM(PM) \ \ FIGURE 11 TOTAL PROJECT TRIP ASSIGNMENT (EXISTING) PALOMAR TRANSFER STAT/ON ------------------- '@ ..... c:;:, ..... 0 NOTTO SCALE '\.Project Site tl\ar Airport Road LEGEND: Existing Roadway Future Roadway XX(XX) AM(PM) ~ 11(19) (13)9+ FIGURE 12 TOTAL PROJECT TRIP ASSIGNMENT (2005) PALOMAR TRANSFER STATION N _,_ ------------------- 0 NOTTO SCALE .,-3(5> (16)10 ') ~: coo -----I\) ..a. ss --.... -.... ~ \.20(17) t~ .s,...a. w-----.... 0) ...... ..s '\.Project Site r Airport Road LEGEND: + 3(5) Existing Roadway XX(XX} AM{PM) FIGURE 13 TOTAL PROJECT TRIP ASSIGNMENT (2020) PALOMAR TRANSFER STAT/ON I I I I I I I I I I I I I I I I I I I FUTURE TRAFFIC VOLUMES Future traffic volumes were projected to consider growth in the study area. First, Existing plus Project Traffic was analyzed to show the immediate impact on current conditions. Then Short-term (2005) Traffic and Long-term (2020) traffic volumes were forecast and analyzed. Project traffic was then added to each of these scenarios to show the project impact. The City of Carlsbad Sub-area model turning movements were used in this analysis. Existing plus Project Traffic Existing total project traffic (Figure 11) was added to existing volumes and conditions to show the immediate impact of project traffic. Figure 14 shows Existing plus Project traffic volumes. Short-Term (2005) Traffic In order to analyze short-term conditions, the expected project expansion completion year and the traffic from cumulative developments expected to be in place by that year had to be established. Major road improvements are expected including extending El Fuerte Street to the north and south of Palomar Airport Road, completing the gap in Melrose Drive from Faraday Avenue to Palomar Airport Road, and extending Faraday Avenue from the east ( also Park Center Drive) to meet the future El Fuerte Street extension. Year 2005 traffic volumes obtained from the 2005 Carlsbad Sub-area traffic model maintained by San Diego Association of Governments (SANDAG) was used. This model includes all cumulative projects and roadway improvements expected by 2005. Short-term (2005) traffic volumes were established and then 2005 total project traffic volumes (Figure 12) were added. 2005 lane geometrics were consistent with the Carlsbad Oaks North traffic study prepared by Willdan -WP A Traffic Engineering in May of 2001. Figure 15 shows the planned roadway improvements and lane geometrics for 2005. Figure 16 shows Short-term(2005) traffic volumes. Figure 17 shows Short-term (2005) plus Project traffic volumes. Long-term (2020) Traffic Year 2020 forecast volumes and lane geometrics were obtained from the 2000 Traffic Impact Fee Study prepared for the City of Carlsbad by O'Rourke Engineering. These volumes were developed using the 2020 Carlsbad Sub-Area traffic model maintained by SANDAG. 2020 roadway improvements include the extension of Faraday Road from Orion Way to El Fuerte Street. Year 2020 traffic volumes were posted and then 2020 total project traffic volumes (Figure 13) were added. Figure 18 shows the planned roadway improvements and lane geometrics for the year 2020. Figure 19 shows Year 2020 traffic volumes. Figure 20 shows Year 2020 plus Project traffic volumes. O'Rourke Engineering/REF Consulting 22 -------------------- 0 NOTTO SCALE ~ ~ I'::'~ ~ ~ ~ \ \ ~ ~'oc::, \.... ~~'o"I ,►. Project ~~'o"-'\ ",;;:fo'o 1'o1~'\ ,-;:;. Q~, ~ ~ ~'o:! Site r Airport Road (92)439 .J. ~ f ~ (2035)884+ ~,Q.Q (1)1 °T \ .ss~ ~ cP. \""t:>"'\')11 ~~ LEGEND: \'\'?> ' I Existing Roadway Future Roadway xx(xx) AM (PM) I I I I I I I~ I;;· (l) ,+ 2711(1149) IT 325(165) FIGURE 14 EXISTING PLUS PROJECT TRAFFIC VOLUMES PALOMAR TRANSFER STATION ------------------- 0 NOTTO SCALE ~ / / / '\.Project Site 6\..0-R ar Airport Road LEGEND: Existing Roadway Future Roadway • Signal XLD X-Lanes Divided XLD-R X-Lanes Divided by Raised Median XLU X-Lanes Undivided @ Denotes Change from Existing .\...@ +@ + @ + @ .. @ @.. @@@ @ .. ~ FIGURE 15 SHORT TERM (2005) LANE GEOMETRICS PALOMAR TRANSFER STATION ------------------- " :.,, 0 NOTTO SCALE ~ \a Drive t>.'o '.?>~ f>.'o) ~ ~ t;l~ 0. ~ 0 ~ ~ ~ ~ :o<?l1 \.... ~~'o, ~ Project Site ,,s,?-9'\ ~ 91~~\~\~1 a r Airport Road (391)647.J ~ t ~ (1540)1515+ cl~~ (226)15') ~-5~ -.... -a\ ~~ '6)0 ~~o .. ,.,~9 ~ ~ LEGEND: \\611 =:,,, $ Existing Roadway Future Roadway xx(xx} AM (PM) 0)~ NIN> 0:) .....1,..-,.. A. ~~,9 ~89(34) ~ ~ ~ + 1332(918) ~ ,. ~ ., s2(934) (835)930 .J ~ t f' (845)642 + ..., .... 00 (166)56') ~ ~ ~ 'o)~,:;: .$>,. .$>.00 -o, NI co-- FIGURE 16 SHORT TERM (2005) TRAFFIC VOLUMES PALOMAR TRANSFER STATION N 0) ------------------- 0 NOTTO SCALE \" Airport Road LEGEND: (391)647j (1553)1524+ (226)15,- Existing Roadway Future Roadway xx(xx) AM (PM) -CX) ..... (.,.)1\,) 1\)-Jo...-... ... .g;-9 ..,._89(34) gi ~ ._ 1340(933) 52(934) (855)649 (166)56 "' ~ CX) ~ ------------------- 0 NOTTO SCALE 4LU '\.Project Site 6\.0-R ar P..irport Road LEGEND: --Existing Roadway • Signal XLD X-Lanes Divided XLD-R X-Lanes Divided by Raised Median XLU X-Lanes Undivided @ Denotes Change From 2005 FIGURE 18 LONG-TERM (2020) LANE GEOMETRICS PALOMAR TRANSFER STATION N co ------------------- 0 NOTTO SCALE • 1X>'?> '?)t:>tb\,._1<:>'i ~ t:,'?>'l;'?)\'l-'i ~ .~ ~;..> ~ ~ (5 g;,,'o ~?3 r Airport Road .J (786)781 .J (92)455 ~ t ~ (1199)1199 + (1414)1773+ * ~i (375)67 ~ (411)78 T m'i:: 0) I\) co- LEGEND: Existing Roadway xx(xx} AM (PM) -- FIGURE 19 LONG-TERM (2020) TRAFFIC VOLUMES PALOMAR TRANSFER STATION N c.o ------------------- 0 NOTTO SCALE ■ ■ ■ ~ ~ l(P.;? ~ :;.>: ~ g,,"B ~'o r Airport Road ---1\.) WW...., 00 Cl)...., i~~ 209(157) ""a, co + 1877(1551) ~ ; ~ f 278(348) .J (786)781 .} (92)455 ~ t ~ (1209)1206 + (1414)1773• ~ ~ m (375)67 '"' (411)78'"' ~i~ LEGEND: Existing Roadway xx(xx) AM (PM) --- FIGURE20 -------------------------1 LONG-TERM (2020) PLUS PROJECT TRAFFIC VOLUMES PALOMAR TRANSFER STATION I I I I I I I I I I I I I I I I I I I ANALYSIS Intersection Analysis The six signalized study intersections were analyzed according to the Carlsbad Growth Management Plan using the Intersection Capacity Utilization (ICU) method to determine intersection Level of Service (LOS) for existing and future conditions. The ICU method uses per lane capacity and turning movement volumes to determine the volume-to capacity (V /C) ratio and critical movements. The sum of the critical movements yields the V /C ratio for the intersection. The intersection LOS is based on the intersection V /C ratio as shown in the table below. Lane capacities of 1,800 vehicles-per-hour (VPH) for each left turn lane, 2,000 VPH for each thru-lane, and 1,800 VPH for each right-tum lane was used in the analysis. v/c<=.60 A .60<=.70 B .70<=.80 C .80<=.90 D .90<= 1.00 E l.00<v/c F The V/C ratio and LOS for each intersection and scenario are summarized in Table 3. ICU worksheets for each intersection and scenario are provided in Appendix C. Table 3: Intersection Level of Service Faraday/El Camino Real AM PM Faraday/ El Fuerte AM PM PAR/ Faraday/ PAR/ Existing Existing+ Project Short Term (2005) Short Term (2005) +Project Year2020 V/CRatio :·,oiii • ,, o:'fJ·:: LOS .;:/ i\·'_. ·.:tf:;~ V/CRatio ;; (lJl ",, i-0,;ji/i LOS , , t ):/}k:Y VIC Ratio .: :,:Qd9.: ;: )b,ifitj}{ LOS ;-~,:~-".ij1!{;,~~•f)}t~{~J PAR/ECR AM PM 0.63 0.78 B C 0.64 0.79 B C 0.85 0.85 D D 0.85 0.85 D D 0.87 0.86 D D 0.88 0.86 D D El Fuerte Melrose AM PM AM PM :;:,·,;·,:,·.·:c.,-:· ,,, .(/,,,, 0.75 0.57 .• 0~--,,r-:0,2 • ., C A -;_: :~l~t'\f.:i:::.: 0.75 0.57 C A 0.89 0.88 'f,, ·~t;.f},f:~:~~{-:~/;: D D 0.89 0.88 D D 0.82 0.77 D C 0.83 0.77 tJlJt~~Rff tf '.; D C The city threshold for acceptable levels of service is LOS D or better. As shown in Table 3, all study intersections are forecast to operate at acceptable levels of service in all scenarios. O'Rourke Engineering/REF Consulting 30 Melrose AM PM 0.85 0.71 D C 0.85 0.71 D C 0.84 0.75 D C 0.84 0.75 D C 0.90 0.82 D D 0.90 0.82 D D I I I Segment Analysis A peak hour segment analysis was conducted as required by the City of Carlsbad. Peak I hour segment LOS was determined by taking the greatest one-way traffic volume in either direction and dividing that volume by the segment peak hour capacity to yield the segment V /C ratio. A maximum capacity of 1,800 vehicles per hour per lane (VPHPL) I was used. The LOS thresholds based on V /C ratios for segments were the same as in the intersection analysis. Table 4 shows the greatest link volume, V /C ratio, and LOS for each study roadway segment and each scenario. I Table 4: Segment Level of Service I Faraday Avenue-west of B Camino Real 1351 0.38 A 1386 0.39 A 1571 0.44 A I B Camino Real to El Fuerte 541 0.15 A 501 0.14 A 1315 0.37 A B Fuerte to Melrose future 1085 0.30 A 1774 0.49 A east of Melrose 343 0.10 A 1149 0.32 A 1256 0.35 A Palomar Airport Rd-west of B Camino Real 1629 0.30 A 1427 0.26 A 1587 0.29 A I B Camino Real to El Fuerte 2853 0.53 A 2475 0.46 A 2450 0.45 A B Fuerte to Melrose 2885 0.53 A 2824 0.52 A 2795 0.52 A east of Melrose 3025 0.84 D 1886 0.35 A 2170 0.40 A I B Camino Real-north of Faraday 1475 0.27 A 1997 0.37 A 2735 0.51 A Faraday to Palomar Airport Rd 1841 0.34 A 2217 0.41 A 2534 0.47 A south of Palomar Ai rt Rd 1334 0.25 A 2020 0.37 A 2391 0.44 A I B Fuerte Street-Faraday to Palomar Airport Rd 709 0.20 A 1242 0.35 A 1016 0.28 A south of Palomar Ai Rd future 1179 0.33 A 1127 0.31 A Melrose Drive-north of Faraday Avenue 466 0.09 A 2655 0.49 A 2557 0.47 A I Faraday to Palomar Airport Rd 167 0.03 A 2301 0.43 A 2843 0.53 A south of Palomar Airport Rd 475 0.09 A 2322 0.43 A 2535 0.47 A I I Faraday Avenue-west of B Camino Real 1352 0.38 A 1387 0.39 A 1572 0.44 A El Camino Real to El Fuerte 578 0.16 A 509 0.14 A 1325 0.37 A B Fuerte to Melrose future 1085 0.30 A 1m 0.49 A I east of Melrose 343 0.10 A 1149 0.32 A 1256 0.35 A Palomar Airport Rd-west of B Camino Real 1645 0.30 A 1449 0.27 A 1602 0.30 A El Camino Real to El Fuerte 2864 0.53 A 2484 0.46 A 2458 0.46 A I El Fuerte to Melrose 2896 0.54 A 2835 0.53 A 2803 0.52 A east of Melrose 3036 0.84 D 1901 0.35 A 2184 0.40 A El Canino Real-north of Faraday 1483 0.27 A 2005 0.37 A 2744 0.51 A I Faraday to Palomar Airport Rd 1872 0.35 A 2249 0.42 A 2561 0.47 A south of Palomar Ai rt Rd 1341 0.25 A 2028 0.38 A 2398 0.44 A El Fuerte Street-Faraday to Palomar Airport Rd 709 0.20 A 1242 0.35 A 1026 0.29 A I south of Palomar Ai rt Rd future 1179 0.33 A 1127 0.31 A Melrose Drive-north of Faraday Avenue 466 0.09 A 2658 0.49 A 2560 0.47 A Faraday to Palomar Airport Rd 167 0.03 A 2303 0.43 A 2843 0.53 A I O'Rourke Engineering/REF Consulting 31 I I I I I I I I I I I I I I I I I I I The City's threshold for acceptable levels of service for roadway segments is LOS D. As shown in Table 4, all study roadway segments are expected to operate at acceptable levels of service in all scenarios. MITIGATION MEASURES The lane geometrics used in the future analyses of this report are conssistent with ultimate lane geometrics contained in the TIF. The resulting mitigation measures needed as a result of the cumulative impact of these projects are listed below. Short-term (2005) Roadways • Extend Faraday from Melrose Drive west to El Fuerte Street • Extend El Feurte Street from PAR north to Faraday A venue and to the south • Close gap in Melrose from south of Faraday A venue to north of PAR • Widen segment of PAR east of Melrose Drive from a five lane roadway to a six lane roadway Faraday Avenue I El Camino Real • Add a westbound right-tum lane Faraday Avenue I El Fuerte Street • Add a northbound thru lane and dual right-tum lanes • Add westbound dual-left-tum lanes and a single right-tum lane • Add a southbound left-turn lane and a thru lane Palomar Airport Road I El Fuerte Street • Make the northbound shared left/thru/right lane a shared thru/right lane • Add northbound dual left-tum lanes • Make the southbound shared thru/right lane a dedicated thru lane • Add a southbound right-tum lane • Make the eastbound shared thru/right lane a dedicated thru lane • Add a eastbound right-tum lane Faraday Avenue I Melrose Drive • Make the eastbound thru lane a shared left/thru lane Palomar Airport Road I Melrose Drive • Add two northbound thru lanes • Convert inside northbound right-turn lane into thru-lane • Add southbound dual left-turn lanes, three thru lanes and a right-turn lane • Add eastbound dual left-turn lanes O'Rourke Engineering/RBF Consulting 32 I I I I I I I I I I I I I I I I I I I • Make the eastbound shared thru/right lane a dedicated thru lane • Add an eastbound right-turn lane • Add a westbound thru lane and a right-turn lane Long-term (2020) Roadways • Close gap in Faraday Avenue from South Orion Way to El Fuerte Street Faraday Avenue I El Camino Real • Make the eastbound outside left-turn lane a dedicated thru lane Faraday Avenue I El Fuerte Street • Make the northbound thru lane a left-turn lane • Make the northbound inside right-turn lane a shared thru/right lane • Make the southbound thru-lane a shared thru/right lane • Add an eastbound left-turn lane, thru lane, and shared thru/right lane • Make the westbound outside left-turn lane a thru lane • Make the westbound right-turn lane a shared thru/right lane Faraday Avenue I Melrose Drive • • • • • • • • • Add a northbound left-turn lane and right-turn lane Make the northbound shared thru/right lane a dedicated thru lane Add a southbound left-turn lane and right-tum lane Make the southbound shared thru/right lane a dedicated thru lane Make the eastbound shared left/thru lane a dedicated left-turn lane Make the eastbound shared thru/right lane a dedicated thru lane Add an eastbound thru lane and right-turn lane Add a westbound left-turn lane and right-turn lane Make the westbound thru/right lane a dedicated thru lane Palomar Airport Road I Melrose Drive • Convert northbound right-turn lane into shared thru/right lane • Add southbound right-turn lane O'Rourke Engineering/RBF Consulting 33 I I I I I 1· I I I I I I I I I I I I I PROJECT PERCENT RESPONSIBILITY Intersections The percent of project traffic on the study area roadway segments and intersections was included to show project impact in future scenarios. Table 5 shows the percent of project traffic at study intersections for new additional traffic from existing and for total traffic. The traffic volumes shown represent the sum of all turning movements in the AM and PM peak hour at each study intersection. New traffic represents the net change in traffic volumes from existing to the future study scenario. Table 5: Intersection Project Percentage Faraday/ECR 105 2,389 4.4% 9,483 1.1% PAR/ECR 149 1,674 8.9% 13,654 1.1% Farday/EI Fuerte 0 2,984 0.0% 2,984 0.()% PAR/El Fuerte 52 2,455 21% ll,101 0.5% Faraday/Melrose 12 9,996 0.1% II,(JC)l 0.1% PAR/Melrose 52 4,874 1.1% 13,949 0.4% Faraday/ECR 83 5,936 1.4% 13,030 0.6% PAR/ECR lll 2,866 3.9% 14,846 0.7°/o Farday/Fl Fuerte 34 5,425 0.6% 5,425 0.6% PAR/El Fuerte 39 2,283 1.7% 10,929 0.4% Faraday/Melrose 17 11,713 0.1% 12,808 0.1% PAR/Melrose 39 6,533 0.6% 15,608 0.2% "New Additional Traffic= (2005 +Projector 2020 + Project) minus (Existing) *'Total Traffic= (2005 + Project) or (2020 + Project) Roadway Segments Table 6 on the following page shows the percent of project traffic at study roadway segments for new traffic and total traffic. New traffic represents the net change in traffic volumes from existing to the future study scenario. The negative volumes and percentages represent a decrease in the ADT on that segment. O'Rourke Engineering/RBF Consulting 34 I I I I I I I I I I I I I I I I I I I Table 6: Segment Project Percentage Faraday A'll:lll>-\\est ofB Canino Real 36 28% 1,387 0.1% B OnimReal toB F=te 8 -32 -25.0'lo 5(1) 1.6% B Fuerte to 1vHrooe 0 1,085 0.0'/o 1,085 0.0'/o east of!'vHrooe 0 8(Xi 0.0'/o 1,149 0.0'/o Rilcmr AiqxrtRd-\\est ofB Canino Real 22 -180 -122% 1,449 1.5% B Canino Real to B F=te 9 -?,ff} -24% 2,@i 0.4% B Fuerte to 1vHrooe 11 -82 -13.4% 2,803 0.4% east of!'vHrooe 15 -841 -1.8% 2,184 0.7% BOnimReal-rnth ofFa-aday 8 530 1.5% 2,005 0.4% Fa-adayto Palcmr Aiqxrt Rd 30 408 7.4% 2,249 1.3% !Dih of"Palcmr Aiqxrt Rd 8 0)4 1.2% 2,028 0.4% BFtr:ne-Fa-adayto Palcmr Aiqxrt Rd 0 533 0.0'/o 1,242 0.0'/o !Dih ofPalcmr Aiqxrt Rd 0 1,l'i9 0.0'/o 1,179 0.0'/o M,lro;enive rnth ofFa-aday Avem, 3 2,192 0.1% 2,658 0.1% Fa-adayto Palamr Aiqxrt Rd 2 2,136 0.1% 2,303 0.1% !Dih ofPalcmr Aiqxrt Rd 0 1,847 0.0'/o 2,322 0.0'/o ·::,,·".,'.// ,·:,_ ;'. .·"? :~: ::;)>:-:inoc;,; :: t;:-:,;_ :··.· .......... i \'. ·7;:fffi}( .; , .. :'.•ii~ C·!:.:. • Faraday Avenue-\\est of El Camino Real El Camino Real to El Fuerte El Fuerte to MeJrose east of MeJrose 221 0.5% 1,572 0.1% Palomar Airport Rd- El Camino Real- El Fuerte- Melrose Drive v.<St of El Camino Real El Camino Real to El Fuerte El Fuerte to MeJrose east ofMclrose oath of Faraday Faraday to Palomar Airport Rd south of Palomar Airport Rd Faraday to Palomar Airport Rd south of Palomar Airport Rd nath of Faraday Avenue Faraday to Palanar Airport Rd south of Palomar Airport Rd "Total New ADT = (2005 +Projector 2020 + Project)-(Existing) *"Total AD'f =(2005 + Project) or (2020 + Project) O'Rourke Engineering/RBF Consulting 10 3 0 15 8 8 14 9 27 7 10 0 3 0 0 35 784 1,777 913 -27 -395 -82 -841 1,269 720 1,064 317 1,127 2,094 2,676 2,060 1.3% 1,325 0.8% 0.2% 1,m 0.2% 0.0% 1,256 0.0% -55.6% 1,602 0.9"/o -2.0% 2,458 0.3% -9.8% 2,803 0.3% -1.7% 2,184 0.6% 0.7% 2,744 0.3% 3.8% 2,561 1.1% 0.7% 2,398 0.3% 3.2% 1,026 1.0% 0.0% 1,127 0.0% 0.1% 2,560 0.1% 0.0% 2,843 0.0% 0.0% 2,535 0.0% I I I I I I I I I I I I I I I I I I I CONCLUSION O'Rourke Engineering/REF Consulting was retained to prepare a Traffic Impact Analysis Study for the proposed expansion of the Palomar Transfer Station located in the City of Carlsbad, California. As stated previously, the proposed project is the expansion of an existing Coast Waste Management transfer station from 800 to 1,500 tons-per-day. Existing site access was assumed to remain the same and existing site-generated traffic was considered part of existing baseline conditions for the purposes of analysis. The project was found to produce minimal impact on the surrounding street system, with a greatest impact of 113 peak hour trips (in passenger car equivalents) in the PM peak hour. All intersections and roadway segments are currently operating at acceptable levels of service and are forecast to operate at acceptable levels of service in all future scenarios. O'Rourke Engineering/RBF Consulting 36 I I I I I I I I I I I I I I I I I I I APPENDIX A TUBE COUNT AND CLASSIFICATION WORKSHEETS lather : TASPLUS Software -ptz_, V C.::..OJ)C\-,Y \ unted by: Copyright (C) 1990, 1994 Site Code : 000000000002 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering IN File I.D. : DRV1S602 reet name :Drivewa 1 Cross street:South Orion Wa A to B Pae 1 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/12 * * * * * * * * * * * * * * * : 0 0 '"jl•\\)'\Z, 'i, * * * * * * * * * * * * * * * 1:00 ;_;.,--* * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * l :00 * * * * * * * * * * * * * * * 1:00 Pll * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 48 0 5 2 0 4 3 5 0 0 0 0 0 4 25 05:00 19 0 1 3 0 1 2 4 0 0 0 0 0 0 8 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 69 * 6 6 * 5 5 9 * * * * * 4 34 * 1:00 04/13 l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 ~ 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 14 0 4 0 0 0 0 1 0 0 0 0 0 1 8 05:00 35 0 16 2 0 0 0 1 0 0 0 0 0 0 16 1:00 26 0 3 1 0 2 5 3 0 0 0 0 0 2 10 :00 43 0 5 4 1 0 5 2 0 0 0 0 0 0 26 08:00 24 0 1 3 0 1 2 3 0 0 0 0 0 0 14 1:00 30 0 5 3 0 1 2 2 0 0 0 0 0 1 16 :00 38 1 5 4 0 1 4 6 0 0 0 0 0 0 17 :00 31 0 4 3 0 1 3 5 0 0 0 0 0 2 13 1:00 pm 49 0 2 3 0 0 5 4 0 0 0 0 0 0 35 :00 34 0 6 2 0 0 3 5 0 0 0 0 0 0 18 02:00 27 0 6 2 0 0 4 4 0 0 0 0 0 2 9 1:00 47 0 6 2 0 1 4 6 1 0 0 0 0 0 27 :00 45 1 4 3 0 2 5 5 0 0 0 0 0 2 23 05:00 23 0 0 0 1 1 3 7 0 0 0 0 0 3 8 1:00 8 0 0 1 0 0 2 1 0 0 0 0 0 1 3 :00 3 0 0 0 0 0 1 0 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 478 2 67 33 2 10 48 55 1 * * * * 14 246 * I !\:\ l ather : TASPLUS Software unted by: Copyright {C) 1990, 1994 Site Code : 000000000002 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRV1S602 reet nane :Drivewa 1 Cross street:South Orion Wa A to B Pae 2 egin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 : 00 04/14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 ~< 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 18 0 3 1 0 0 0 0 0 0 0 0 0 0 u 05:00 14 1 4 2 0 0 1 1 0 0 0 0 0 0 5 1:00 17 0 1 3 0 1 2 1 0 0 0 0 0 0 9 :00 24 1 3 0 0 0 1 3 1 0 0 0 0 1 14 :00 33 0 2 9 0 2 1 3 0 0 0 0 0 2 14 1:00 40 1 7 3 0 0 2 1 0 0 0 0 0 0 26 :00 31 2 3 1 0 1 2 0 1 1 0 0 0 0 20 :00 34 1 15 1 0 0 3 3 0 0 0 0 0 1 10 1:00 pm 25 0 9 2 0 0 0 0 0 0 0 0 0 0 14 :00 17 0 0 1 1 1 1 0 1 0 0 0 0 0 12 02:00 18 0 3 2 0 0 0 0 0 0 0 0 0 0 13 1:00 28 0 5 4 1 1 1 0 0 0 0 0 0 0 16 :00 13 0 2 2 0 0 0 0 0 0 0 0 0 0 9 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 314 6 57 31 2 6 14 12 3 1 * * * 4 178 * 1:00 04/15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 ?utl· 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 ;,,,--0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l oo 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 loo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 loo 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l oo p11 3 0 0 1 0 0 0 0 0 0 0 0 0 0 2 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 loo 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 loo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 14 * 1 1 * 1 * * * * * * * * 11 * I ~/ lather : TASPLUS Software unted by: Copyright (C} 1990, 1994 Site Code : 000000000002 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 er O'Rourke Engineering File I.D. : DRV1S602 reet name :Drivewa 1 Cross street:South Orion Wa A to B Pae 3 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I;~~~ 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 :00 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 :00 11 0 4 0 0 0 0 0 0 0 0 0 0 0 7 05:00 27 0 11 3 0 0 3 1 0 0 0 0 0 0 9 1:00 25 0 2 1 0 0 2 0 0 0 0 0 0 4 16 :00 34 0 5 3 0 0 3 7 0 0 0 0 0 1 15 08:00 38 1 6 1 0 0 6 6 0 0 0 0 0 1 17 1:00 30 0 3 2 0 0 5 4 1 0 0 0 0 0 15 :00 23 0 2 2 0 1 0 4 0 0 0 0 0 1 13 :00 31 1 3 2 0 0 3 5 0 0 0 0 0 0 17 1:00 pm 36 0 4 1 0 2 3 3 0 0 0 0 0 2 21 :00 27 0 4 1 0 0 1 3 1 0 0 0 0 0 17 02:00 26 0 4 2 0 0 5 4 1 0 0 0 0 2 8 1:00 35 0 1 3 0 1 2 4 0 0 0 0 0 1 23 :00 63 0 1 4 0 3 9 8 0 1 0 0 0 3 34 05:00 17 1 1 1 0 0 1 2 0 0 0 0 0 2 9 1:00 6 0 0 0 0 0 2 0 0 0 0 0 0 1 3 :00 2 0 1 0 0 0 0 1 0 0 0 0 0 0 0 :00 3 0 0 1 0 0 0 0 0 0 0 0 0 0 2 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 435 3 52 27 * 7 45 53 3 1 * * * 18 226 * 1:00 04/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 '"""" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 :00 8 0 4 1 0 0 0 0 0 0 0 0 0 0 3 05:00 36 0 19 2 0 0 4 0 0 0 0 0 0 1 10 1:00 27 0 3 4 0 0 3 1 0 0 0 0 0 4 12 :00 43 1 9 3 0 0 5 4 0 1 0 0 0 1 19 08:00 32 0 1 2 1 1 8 8 1 0 0 0 0 0 10 1:00 26 1 9 4 0 0 7 1 0 0 0 0 0 0 4 :00 35 0 11 1 0 0 5 3 0 0 0 0 0 0 15 :00 43 0 8 3 0 3 3 4 0 0 0 0 0 0 22 1:00 pn 33 0 1 1 0 0 4 0 0 0 0 0 0 2 25 :00 34 0 5 4 0 0 3 3 0 0 0 0 0 5 14 02:00 31 1 4 3 0 2 3 3 0 0 0 0 0 2 13 1:00 35 0 8 2 0 2 6 1 0 0 0 0 0 3 13 :00 52 0 2 2 0 4 12 11 0 0 0 0 0 0 21 05 :00 20 0 1 0 0 0 2 4 0 0 0 0 0 2 11 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 5 0 0 0 0 0 3 0 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 461 3 85 32 1 12 68 44 1 1 * * * 20 194 * I f\~ lather : TASPLUS Software unted by: Copyright {C) 1990, 1994 Site Code : 000000000002 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRV1S602 reet nane :Drivewa 1 Cross street:South Orion Wa A to B Pae 4 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class ne Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I:~~~ 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 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 17 1 3 1 0 0 0 0 0 0 0 0 0 0 12 05:00 27 0 15 3 0 0 0 0 0 0 0 0 0 0 9 1:00 17 0 6 1 0 0 3 2 0 0 0 0 0 0 5 :00 37 0 8 2 0 2 5 3 0 0 0 0 0 0 17 08:00 24 0 4 3 0 1 5 4 1 0 0 0 0 0 6 1:00 36 0 5 2 0 1 4 3 0 0 0 0 0 0 21 :00 24 0 4 3 0 0 4 2 0 0 0 0 0 0 11 :00 33 0 4 4 0 1 2 5 0 0 0 0 0 0 17 1:00 Pll 30 0 1 0 0 2 3 1 0 0 0 0 0 4 19 Totals 2017 15 318 149 5 48 206 193 9 3 0 0 0 64 1007 lrcent .7% 15.7% 7.3% .2% 2.3% 10.2% 9.5% .4% .1% .0% .0% .0% 3.1% 49.9% I I I I I I I I I I I lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000002 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering our File I.D. : DRV1S602 reet name :Drivewa 1 Cross street:South Orion Wa B to A Pae 5 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/12 * * * * * * * * * * * * * * * :oo tl:!~e. * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 1 :00 * * * * * * * * * * * * * * * 1:00 p11 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 8 0 2 0 1 0 0 0 0 0 0 0 0 0 5 05:00 7 0 2 1 0 0 0 0 0 0 0 0 0 0 4 1:00 3 0 0 2 0 0 0 0 0 0 0 0 0 0 1 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 09:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 23 1 4 3 1 * * * * * * * * * 14 * 1:00 04/13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : 00 fit-\ 3 0 2 0 0 0 0 0 0 0 0 0 0 0 1 1:00 ;,.;--0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 3 0 0 0 0 0 0 0 0 0 0 0 0 1 2 :00 7 0 1 0 0 0 0 0 0 0 0 0 0 0 6 08:00 7 0 0 2 0 0 0 0 0 0 0 0 0 0 5 , :00 10 0 1 0 0 0 1 0 0 0 0 0 0 0 8 :00 12 0 0 0 0 0 1 0 0 0 0 0 0 0 11 :00 8 0 3 0 0 0 0 0 0 0 0 0 0 0 5 1:00 pm 10 0 0 0 0 0 0 0 0 0 0 0 0 2 8 :00 12 0 2 1 0 0 0 0 0 0 0 0 0 1 8 02:00 6 0 1 1 0 0 0 0 0 0 0 0 0 0 4 1:00 8 0 2 0 0 0 0 0 0 0 0 0 0 1 5 :00 8 0 1 1 0 0 0 0 0 0 0 0 0 0 6 05:00 5 0 1 0 0 0 0 0 0 0 0 0 0 0 4 , :00 6 0 1 1 0 0 0 0 0 0 0 0 0 0 4 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 i:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Day Totals 114 * 16 6 * * 3 * * * * * * 5 84 * I rs l ther : TASPLUS Software nted by: Copyright (C} 1990, 1994 Site Code : 000000000002 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 er O'Rourke Engineering File I.D. : DRV1S602 eet nane :Drivewa 1 Cross street:South Orion Wa B to A Pae 6 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 .00 04/14 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ·00 pt(" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i:oo Y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 .00 9 0 0 0 0 0 0 0 0 0 0 0 0 1 8 05:00 2 0 0 0 0 0 0 1 0 0 0 0 0 0 1 l oo 8 0 0 1 0 0 0 0 0 0 0 0 0 0 7 00 15 0 0 1 0 0 0 0 0 0 0 0 0 0 14 08:00 34 0 5 5 0 2 0 0 0 0 0 0 0 1 21 loo 49 0 3 4 0 0 0 0 0 0 0 0 0 0 42 00 52 0 4 5 2 1 0 0 0 0 0 0 0 1 39 00 43 0 3 3 2 1 0 0 0 0 0 0 0 1 33 l oo pn 46 0 4 1 0 1 0 0 0 0 0 0 0 0 40 00 49 0 6 1 3 0 0 0 0 0 0 0 0 0 39 02:00 49 0 4 8 1 1 0 0 0 0 0 0 0 0 35 l oo 53 0 4 4 2 0 0 0 1 0 0 0 0 0 42 00 21 0 2 5 0 0 0 0 0 0 0 0 0 0 14 05:00 4 0 1 0 0 0 0 0 0 0 0 0 0 0 3 loo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _,00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 436 * 36 38 10 6 * 1 1 * * * * 4 340 * l oo 04/15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 ~,J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 loo _.-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 pn 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 3 * * * * * * * * * * * * * 3 * I l ther : TASPLUS Software nted by: Copyright (C) 1990, 1994 Site Code : 000000000002 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 er 01Rourke Engineering File I.D. : DRV1S602 reet name :Drivewa 1 Cross street:South Orion Wa B to A Pae 7 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I;~~~ 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 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 05:00 3 0 0 0 0 0 0 0 0 0 0 0 0 1 2 1:00 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 :00 8 0 0 1 0 0 0 0 0 0 0 0 0 0 7 08:00 8 0 1 1 1 0 0 0 0 0 0 0 0 1 4 1:00 6 0 2 1 0 0 0 0 0 0 0 0 0 0 3 :00 9 0 3 0 0 0 0 0 0 0 0 0 0 0 6 :00 10 0 1 1 0 0 0 1 0 0 0 0 0 0 7 1:00 Pll 9 0 2 1 0 0 0 0 0 0 0 0 0 0 6 :00 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 02:00 5 0 2 0 0 0 0 0 0 0 0 0 0 0 3 1:00 7 0 0 0 0 0 0 0 0 0 0 0 0 1 6 :00 8 0 1 0 0 0 0 0 0 0 0 0 0 0 7 05:00 5 0 1 0 0 0 0 0 0 0 0 0 0 1 3 1:00 2 1 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 4 0 2 1 0 0 0 0 0 0 0 0 0 0 1 09:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 101 1 16 6 1 * * 1 * * * * * 4 72 * 1:00 04/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 ,fj(~· 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 :00 5 0 1 0 0 0 0 0 0 0 0 0 0 1 3 08:00 6 0 1 1 0 0 0 0 0 0 0 0 0 1 3 1:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 :00 8 0 1 0 0 0 0 0 0 0 0 0 0 1 6 :00 7 0 2 2 0 0 0 0 0 0 0 0 0 0 3 1:00 PII 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 :00 5 0 0 1 0 0 0 0 0 0 0 0 0 0 4 02:00 3 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1:00 3 0 1 0 0 0 0 0 0 0 0 0 0 0 2 :00 3 0 0 1 0 0 1 0 0 0 0 0 0 0 1 05:00 3 1 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 2 0 0 0 0 0 1 0 0 0 0 0 0 0 1 :00 2 0 0 1 0 0 1 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 68 1 9 7 * * 3 * * * * * * 3 45 * I Pt1 l ther : TASPLUS Software nted by: Copyright (C) 1990, 1994 Board# : JAMAR Technologies, Inc. er O'Rourke Engineering eet name :Drivewa 1 Cross street:South Orion Wa B to A Begin e 00 04/18 .00 02:00 l oo 00 05:00 l oo 00 08:00 loo 00 00 100 pm Totals 'cent I I I I I I I I I I I Total 3 0 0 0 6 1 7 5 9 6 8 10 8 808 Class Class Class Class 1 2 3 4 0 2 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 1 0 0 0 0 1 1 0 0 1 1 0 0 0 0 0 4 87 62 12 .5% 10.7% 7.6% 1.4% Class Class Class Class 5 6 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 2 0 8 8 2 .9% .9% .2% 8 0 0 0 0 0 0 0 0 0 0 0 0 0 1 .1% Class 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0% Class 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0% Class 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0% Site Code : 000000000002 Start Date: 04/12/01 File I.D. : DRV1S602 Pae 8 Class Class Class 12 13 14 0 0 1 0 0 0 0 0 0 0 0 0 0 0 6 0 1 0 0 0 7 0 0 5 0 0 6 0 0 5 0 2 3 0 0 8 0 1 5 0 20 604 .0% 2.4% 74.7% l ther : TASPLUS Software nted by: Copyright (CJ 1990, 1994 Site Code : 000000000002 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 er O'Rourke Engineering File I.D. : DRV1S602 eet name :Drivewa 1 Cross street:South Orion Wa A to B B to A Pae 9 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 00 04/12 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * l oo * * * * * * * * * * * * * * * 00 * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * l oo * * * * * * * * * * * * * * * 00 * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * loo * * * * * * * * * * * * * * * 00 * * * * * * * * * * * * * * * 00 * * * * * * * * * * * * * * * l oo pm * * * * * * * * * * * * * * * 00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * loo * * * * * * * * * * * * * * * 00 56 0 7 2 1 4 3 5 0 0 0 0 0 4 30 00 26 0 3 4 0 1 2 4 0 0 0 0 0 0 12 loo 3 0 0 2 0 0 0 0 0 0 0 0 0 0 1 00 3 0 0 1 0 0 0 0 0 0 0 0 0 0 2 00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 09:00 1 1 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 Day Totals 92 1 10 9 1 5 5 9 * * * * * 4 48 * l oo 04/13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 4 0 2 0 0 0 0 0 0 0 0 0 0 0 2 loo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 19 0 4 0 0 0 0 1 0 0 0 0 0 1 13 05:00 35 0 16 2 0 0 0 1 0 0 0 0 0 0 16 l oo 29 0 3 1 0 2 5 3 0 0 0 0 0 3 12 00 50 0 6 4 1 0 5 2 0 0 0 0 0 0 32 08:00 31 0 1 5 0 1 2 3 0 0 0 0 0 0 19 1:00 40 0 6 3 0 1 3 2 0 0 0 0 0 1 24 :00 50 1 5 4 0 1 5 6 0 0 0 0 0 0 28 :00 39 0 7 3 0 1 3 5 0 0 0 0 0 2 18 l oo p11 59 0 2 3 0 0 5 4 0 0 0 0 0 2 43 00 46 0 8 3 0 0 3 5 0 0 0 0 0 1 26 02:00 33 0 7 3 0 0 4 4 0 0 0 0 0 2 13 1:00 55 0 8 2 0 1 4 6 1 0 0 0 0 1 32 :00 53 1 5 4 0 2 5 5 0 0 0 0 0 2 29 05:00 28 0 1 0 1 1 3 7 0 0 0 0 0 3 12 1:00 14 0 1 2 0 0 2 1 0 0 0 0 0 1 7 :00 4 0 0 0 0 0 1 0 0 0 0 0 0 0 3 :00 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 09:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Day Totals 592 2 83 39 2 10 51 55 1 * * * * 19 330 * I lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000002 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRV1S602 reet name :Drivewa 1 Cross street:South Orion Wa A to B B to A Pae 10 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/14 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 :00 27 0 3 1 0 0 0 0 0 0 0 0 0 1 22 05:00 16 1 4 2 0 0 1 2 0 0 0 0 0 0 6 1:00 25 0 1 4 0 1 2 1 0 0 0 0 0 0 16 :00 39 1 3 1 0 0 1 3 1 0 0 0 0 1 28 08:00 67 0 7 14 0 4 1 3 0 0 0 0 0 3 35 1:00 89 1 10 7 0 0 2 1 0 0 0 0 0 0 68 :00 83 2 7 6 2 2 2 0 1 1 0 0 0 1 59 :00 77 1 18 4 2 1 3 3 0 0 0 0 0 2 43 1:00 pm 71 0 13 3 0 1 0 0 0 0 0 0 0 0 54 :00 66 0 6 2 4 1 1 0 1 0 0 0 0 0 51 02:00 67 0 7 10 1 1 0 0 0 0 0 0 0 0 48 1:00 81 0 9 8 3 1 1 0 1 0 0 0 0 0 58 :00 34 0 4 7 0 0 0 0 0 0 0 0 0 0 23 :00 5 0 1 0 0 0 0 0 0 0 0 0 0 0 4 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 · :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 750 6 93 69 12 12 14 13 4 1 * * * 8 518 * 1:00 04/15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 :00 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 pn 4 0 0 1 0 0 0 0 0 0 0 0 0 0 3 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 17 * 1 1 * 1 * * * * * * * * 14 I A\o l ther : TASPLUS Software nted by: Copyright (C) 1990, 1994 Site Code : 000000000002 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 er O'Rourke Engineering \~•ouT File I.D. : DRV1S602 eet name :Drivewa 1 Cross street:South Orion Wa A to B B to A Pae 11 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 :00 14 0 4 0 0 0 0 0 0 0 0 0 0 0 10 05:00 30 0 11 3 0 0 3 1 0 0 0 0 0 1 11 1:00 31 0 2 1 0 0 2 0 0 0 0 0 0 4 22 :00 42 0 5 4 0 0 3 7 0 0 0 0 0 1 22 08:00 46 1 7 2 1 0 6 6 0 0 0 0 0 2 21 1:00 36 0 5 3 0 0 5 4 1 0 0 0 0 0 18 :00 32 0 5 2 0 1 0 4 0 0 0 0 0 1 19 :00 41 1 4 3 0 0 3 6 0 0 0 0 0 0 24 1:00 Pll 45 0 6 2 0 2 3 3 0 0 0 0 0 2 27 :00 33 0 4 1 0 0 1 3 1 0 0 0 0 0 23 02:00 31 0 6 2 0 0 5 4 1 0 0 0 0 2 11 1:00 42 0 1 3 0 1 2 4 0 0 0 0 0 2 29 :00 71 0 2 4 0 3 9 8 0 1 0 0 0 3 41 :00 22 1 2 1 0 0 1 2 0 0 0 0 0 3 12 1:00 8 1 0 0 0 0 2 0 0 0 0 0 0 1 4 :00 3 0 1 0 0 0 0 1 0 0 0 0 0 0 1 :00 7 0 2 2 0 0 0 0 0 0 0 0 0 0 3 09:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 536 4 68 33 1 7 45 54 3 1 * * * 22 298 * 1:00 04/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 :00 8 0 4 1 0 0 0 0 0 0 0 0 0 0 3 05:00 37 0 19 2 0 0 4 0 0 0 0 0 0 1 11 1:00 33 0 3 4 0 0 3 1 0 0 0 0 0 4 18 :00 48 1 10 3 0 0 5 4 0 1 0 0 0 2 22 08:00 38 0 2 3 1 1 8 8 1 0 0 0 0 1 13 1:00 29 1 9 4 0 0 7 1 0 0 0 0 0 0 7 :00 43 0 12 1 0 0 5 3 0 0 0 0 0 1 21 :00 50 0 10 5 0 3 3 4 0 0 0 0 0 0 25 1:00 Pll 41 0 1 1 0 0 4 0 0 0 0 0 0 2 33 :00 39 0 5 5 0 0 3 3 0 0 0 0 0 5 18 02:00 34 1 5 4 0 2 3 3 0 0 0 0 0 2 14 1:00 38 0 9 2 0 2 6 1 0 0 0 0 0 3 15 :00 55 0 2 3 0 4 13 11 0 0 0 0 0 0 22 05:00 23 1 1 0 0 0 2 4 0 0 0 0 0 2 13 1:00 2 0 0 0 0 0 1 0 0 0 0 0 0 0 1 :00 7 0 0 1 0 0 4 0 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 529 4 94 39 1 12 71 44 1 1 * * * 23 239 * I {\\\ l ther : nted by: Board# : er eet name :Drivewa Begin • e :00 04/18 :00 02:00 1:00 :00 05:00 1:00 :00 08:00 1:00 :00 :00 1:00 Pll Totals 'cent I I I I I I I I I I I Total 3 0 0 1 23 28 24 42 33 42 32 43 38 2825 TASPLUS Software Copyright (C) 1990, 1994 JAMAR Technologies, Inc. O'Rourke Engineering 1 Cross street:South Orion Wa A to B B to A Class Class Class Class Class Class Class Class Class 1 2 3 4 5 6 7 8 9 0 2 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 1 3 1 0 0 0 0 0 0 0 15 3 0 0 0 0 0 0 0 6 1 0 0 3 2 0 0 0 8 2 0 2 5 3 0 0 0 6 3 0 2 5 4 1 0 1 5 2 0 1 4 3 0 0 0 5 4 0 1 4 2 0 0 0 5 5 0 1 2 5 0 0 0 1 0 0 2 5 1 0 0 19 405 211 17 56 214 195 10 3 .6% 14.3% 7 .4% .6% 1. 9% 7.5% 6.9% .3% .1% Site Code : 000000000002 Start Date: 04/12/01 File I.D. : DRV1S602 Pae 12 Class Class Class Class Class 10 11 12 13 14 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 18 0 0 0 1 9 0 0 0 0 12 0 0 0 0 22 0 0 0 0 12 0 0 0 0 26 0 0 0 2 14 0 0 0 0 25 0 0 0 5 24 0 0 0 84 1611 .0% .0% .0% 2.9% 57.0% lather : TASPLUS Software ~-Z.....\"1 e,UJ A '1 ?_____ unted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering IN File I.D. : DRV2S100 reet name :Drivewa 2 Cross street:South Orion Wa A to B Pae 1 Begin Class Class· Class Class Class Class Class Class Class Class Class Class Class Class Ile Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/12 * * * * * * * * * * * * * * * I;~~ ,-~u~· * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 1:00 Pll * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 05:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 6 * 1 * * * * * * * * * * * 5 * l:oo 04/13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 ftl-' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 05:00 12 0 7 4 0 0 0 0 0 0 0 0 0 0 1 1:00 5 0 1 1 1 0 0 0 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 p11 3 0 0 0 1 0 0 0 0 0 0 0 0 0 2 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 28 * 8 6 2 * * * * * * * * * 12 * I ~\; lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRV2S100 reet name :Drivewa 2 Cross street:South Orion Wa A to B Pae 2 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 : 00 04/14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 4 0 3 0 0 0 0 0 0 0 0 0 0 0 1 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 Pll 3 0 1 0 0 0 0 0 0 0 0 0 0 0 2 :00 3 0 0 0 1 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 14 * 5 1 2 * * * * * * * * * 6 * 1:00 04/15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I ~~~ ~(),-> 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 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 pn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals * * * * * * * * * * * * * * * * I ~\\I\ lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRV2S100 reet name :Drivewa 2 Cross street:South Orion Wa A to B Pae 3 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 ~-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 15 1 9 5 0 0 0 0 0 0 0 0 0 0 0 1:00 6 0 3 2 0 0 0 0 0 0 0 0 0 0 1 :00 3 0 2 0 0 0 0 0 0 0 0 0 0 0 1 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 pm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 36 1 14 7 1 * * * * * * * * * 13 * l:oo 04/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 vlS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 -r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 13 0 8 2 0 0 1 0 0 0 0 0 0 0 2 1:00 5 0 2 1 0 0 0 0 0 0 0 0 0 0 2 :00 4 0 1 0 0 0 0 0 0 0 0 0 0 0 3 08:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 pm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 30 * 11 3 3 1 1 * * * * * * * 11 * I f:\'\'? lather : TASPLUS Software unted by: Copyright (CJ 1990, 1994 Site Code : 000000000000 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRV2S100 reet name :Drivewa 2 Cross street:South Orion Wa A to B Pae 4 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class JIB Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 10 0 7 2 0 0 0 0 0 0 0 0 0 0 1 1:00 7 0 2 2 0 0 0 0 0 0 0 0 0 0 3 :00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 2 0 0 0 1 0 0 0 0 0 0 0 0 0 1 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PJI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 ltals 140 1 49 22 9 1 1 0 0 0 0 0 0 0 57 rcent '7% 35.0% 15.7% 6.4% '7% .7% .0% .0% .0% .0% .0% .0% .0% 40.7% I I I I I I I I I I I ~\I.:, l ther : TASPLUS Software nted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 er 01Rourke Engineering ec:rr-File I.D. : DRV2S100 eet name :Drivewa 2 Cross street:South Orion Wa B to A Pae 5 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 : 00 04/12 * * * * * * * * * * * * * * * :00 rof', * * * * * * * * * * * * * * * 02:00 1 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 1:00 pn * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 16 0 10 2 0 0 0 0 0 0 0 0 0 0 4 :00 33 0 23 8 0 0 0 0 0 0 0 0 0 0 2 1:00 11 0 10 1 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 60 * 43 11 * * * * * * * * * * 6 * 1:00 04/13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 f~\. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 ry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 11 2 0 0 0 0 1 0 0 2 0 0 0 0 6 1:00 17 2 0 0 0 3 10 0 0 0 0 0 0 0 2 :00 9 2 1 2 0 0 2 0 0 1 0 0 0 0 1 08:00 9 1 2 1 0 0 2 0 0 1 0 0 0 0 2 1:00 11 1 5 2 0 0 2 0 0 0 0 0 0 0 1 :00 13 0 4 2 0 0 1 2 0 2 0 0 0 0 2 :00 15 1 5 3 0 0 3 0 0 1 0 0 0 0 2 1:00 pn 22 3 9 1 0 0 4 0 0 2 0 0 0 0 3 :00 19 2 7 2 0 1 4 0 0 1 0 0 0 0 2 02:00 11 2 4 2 0 0 1 0 0 0 0 0 0 0 2 1:00 14 2 5 1 0 0 4 0 0 0 0 0 0 0 2 :00 23 0 19 3 0 0 0 0 0 0 0 0 0 0 1 05:00 24 0 20 3 0 0 0 0 1 0 0 0 0 0 0 1:00 12 0 8 1 1 0 0 0 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 210 18 89 23 1 4 34 2 1 10 * * * * 28 * I (W'1 l ther : TASPLUS Software nted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 er O'Rourke Engineering File I.D. : DRV2S100 eet name :Drivewa 2 Cross street:South Orion Wa B to A Pae 6 -Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 00 04/14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l:i~ ?p;; 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 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 11 2 0 0 0 0 4 0 0 4 0 0 0 0 1 l oo 5 0 1 0 0 0 3 0 0 0 0 0 0 0 1 00 9 0 4 1 0 0 1 0 0 2 0 0 0 0 1 08:00 18 1 4 7 0 1 3 0 0 2 0 0 0 0 0 loo 26 2 10 7 0 1 4 0 0 2 0 0 0 0 0 00 15 0 8 6 0 1 0 0 0 0 0 0 0 0 0 00 31 2 18 4 0 1 3 0 0 2 0 0 0 0 1 l oo p11 22 0 15 5 0 0 1 0 0 0 0 0 0 0 1 00 9 0 s 2 0 1 1 0 0 0 0 0 0 0 0 02:00 7 0 4 3 0 0 0 0 0 0 0 0 0 0 0 l oo 13 0 8 3 0 1 0 0 1 0 0 0 0 0 0 00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 loo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 167 7 78 38 * 6 20 * 1 12 * * * * 5 * I oo 01/15 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 I:~~ tJv~. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 loo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l oo pm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 loo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 loo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ... 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals * * * * * * * * * * * * * * * * I j\\~ lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 her : 01Rourke Engineering File I.D. : DRV2S100 reet name :Drivewa 2 Cross street:South Orion Wa B to A Pae 7 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I;~~# 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 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 5 1 0 0 0 0 2 0 0 1 0 0 0 0 1 1:00 13 1 0 1 0 0 5 1 0 1 0 0 0 0 4 :00 5 0 1 0 0 0 1 0 0 2 0 0 0 0 1 08:00 9 1 3 1 0 0 2 0 0 1 0 0 0 0 1 1:00 10 1 2 1 0 0 3 0 0 0 0 0 0 0 3 :00 6 1 2 0 0 0 1 0 0 2 0 0 0 0 0 :00 6 1 0 2 0 0 3 0 0 0 0 0 0 0 0 1:00 pm 12 2 2 1 0 0 5 0 0 1 0 0 0 0 1 :00 9 1 2 0 0 0 1 0 0 2 0 0 0 0 3 02:00 9 1 3 2 0 0 1 0 0 2 0 0 0 0 0 1:00 11 1 7 2 0 0 1 0 0 0 0 0 0 0 0 :00 24 1 15 5 0 0 1 0 0 1 0 0 0 0 1 05:00 39 0 29 4 0 2 0 0 0 0 0 0 0 0 4 1:00 3 0 2 1 0 0 0 0 0 0 0 0 0 0 0 :00 2 0 0 0 0 0 1 0 0 0 0 0 0 0 1 :00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 164 12 68 20 1 2 27 1 * 13 * * * * 20 * 1:00 04/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 (,', 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 i'1/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 05:00 4 0 1 0 0 0 0 0 0 1 0 0 0 0 2 1:00 13 1 1 1 0 1 5 0 0 0 0 0 0 0 4 :00 6 1 1 1 0 0 1 0 0 2 0 0 0 0 0 08:00 9 2 1 1 0 0 2 0 0 2 0 0 0 0 1 1:00 10 1 8 0 0 0 0 0 0 0 0 0 0 0 1 :00 23 3 12 2 0 0 2 0 0 2 0 0 0 0 2 :00 21 1 15 1 0 1 1 0 0 1 0 0 0 0 1 1:00 p11 9 0 4 0 0 1 2 1 0 1 0 0 0 0 0 :00 24 3 9 3 0 0 5 0 0 3 0 0 0 0 1 02:00 14 0 7 0 0 1 0 0 0 4 0 0 0 0 2 1:00 12 1 7 1 0 1 1 0 0 1 0 0 0 0 0 :00 21 0 16 3 0 0 1 0 0 0 0 0 0 0 1 05:00 31 0 26 5 0 0 0 0 0 0 0 0 0 0 0 1:00 10 0 9 1 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 209 13 117 20 1 5 20 1 * 17 * * * * 15 * I 1\\tl\ lather : unted by: Board# : her reet name :Drivewa 2 Cross street:South Orion Wa Begin e :00 04/18 :00 02:00 1:00 :00 05:00 1:00 :00 08:00 1:00 :00 :00 1:00 Pll :00 Total 0 0 0 0 2 8 11 6 12 15 9 10 11 1 Class 1 0 0 0 0 1 1 0 2 1 1 1 1 0 0 Class 2 0 0 0 0 0 0 0 0 5 5 5 4 2 0 Class 3 0 0 0 0 0 0 1 0 3 3 0 1 2 0 Class 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Class 5 0 0 0 0 0 0 1 0 1 2 0 1 1 0 TASPLUS Software Copyright (C) 1990, 1994 JAMAR Technologies, Inc. O'Rourke Engineering B to A Class Class Class Class 6 0 0 0 0 1 2 6 2 2 1 1 1 2 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 2 0 1 1 1 4 0 Class 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Class 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Class 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Site Code : 000000000000 Start Date: 04/12/01 File I.D. : DRV2S100 Pae Class Class 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 5 3 0 0 2 1 1 0 1 8 ltals 895 58 416 122 3 23 119 4 2 61 O O O O 87 rcent 6.4% 46.4% 13.6% .3% 2.5% 13.3% .4% .2% 6.8% .0% .0% .0% .0% 9. 7% I I I I I I I I I I I lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRV2S100 reet nane :Drivewa 2 Cross street:South Orion Wa A to B B to A Pae 9 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/12 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 1:00 pm * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 19 0 10 2 0 0 0 0 0 0 0 0 0 0 7 05:00 34 0 24 8 0 0 0 0 0 0 0 0 0 0 2 1:00 11 0 10 1 0 0 0 0 0 0 0 0 0 0 0 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 66 * 44 11 * * * * * * * * * * 11 * 1:00 04/13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 05:00 23 2 7 4 0 0 1 0 0 2 0 0 0 0 7 1:00 22 2 1 1 1 3 10 0 0 0 0 0 0 0 4 :00 9 2 1 2 0 0 2 0 0 1 0 0 0 0 1 08:00 9 1 2 1 0 0 2 0 0 1 0 0 0 0 2 1:00 11 1 5 2 0 0 2 0 0 0 0 0 0 0 1 :00 14 0 4 2 0 0 1 2 0 2 0 0 0 0 3 :00 16 1 5 3 0 0 3 0 0 1 0 0 0 0 3 1:00 PD 25 3 9 1 1 0 4 0 0 2 0 0 0 0 5 :00 21 2 7 2 0 1 4 0 0 1 0 0 0 0 4 02:00 12 2 4 2 0 0 1 0 0 0 0 0 0 0 3 1:00 15 2 5 1 0 0 4 0 0 0 0 0 0 0 3 :00 24 0 19 3 0 0 0 0 0 0 0 0 0 0 2 05:00 24 0 20 3 0 0 0 0 1 0 0 0 0 0 0 1:00 12 0 8 1 1 0 0 0 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 238 18 97 29 3 4 34 2 1 10 * * * * 40 * I p(L,\ lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board # : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I. D. : DRV2S100 reet name :Drivewa 2 Cross street:South Orion Wa A to B B to A Pae 10 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 15 2 3 0 0 0 4 0 0 4 0 0 0 0 2 1:00 5 0 1 0 0 0 3 0 0 0 0 0 0 0 1 :00 10 0 5 1 0 0 1 0 0 2 0 0 0 0 1 :00 18 1 4 7 0 1 3 0 0 2 0 0 0 0 0 1:00 26 2 10 7 0 1 4 0 0 2 0 0 0 0 0 :00 17 0 8 7 1 1 0 0 0 0 0 0 0 0 0 :00 31 2 18 4 0 1 3 0 0 2 0 0 0 0 1 1:00 pm 25 0 16 5 0 0 1 0 0 0 0 0 0 0 3 :00 12 0 5 2 1 1 1 0 0 0 0 0 0 0 2 02:00 7 0 4 3 0 0 0 0 0 0 0 0 0 0 0 1:00 14 0 8 3 0 1 0 0 1 0 0 0 0 0 1 :00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 181 7 83 39 2 6 20 * 1 12 * * * * 11 * 1:00 04/15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 pm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals * * * * * * * * * * * * * * * * I ~1/v l ather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRV2S100 reet name :Drivewa 2 Cross street:South Orion Wa A to B B to A Pae 11 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class Ile Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 20 2 9 5 0 0 2 0 0 1 0 0 0 0 1 1:00 19 1 3 3 0 0 5 1 0 1 0 0 0 0 5 :00 8 0 3 0 0 0 1 0 0 2 0 0 0 0 2 :00 9 1 3 1 0 0 2 0 0 1 0 0 0 0 1 1:00 11 1 2 1 1 0 3 0 0 0 0 0 0 0 3 :00 6 1 2 0 0 0 1 0 0 2 0 0 0 0 0 :00 6 1 0 2 0 0 3 0 0 0 0 0 0 0 0 1:00 Pll 12 2 2 1 0 0 5 0 0 1 0 0 0 0 1 :00 13 1 2 0 0 0 1 0 0 2 0 0 0 0 7 02:00 9 1 3 2 0 0 1 0 0 2 0 0 0 0 0 1:00 11 1 7 2 0 0 1 0 0 0 0 0 0 0 0 :00 25 1 15 5 0 0 1 0 0 1 0 0 0 0 2 :00 43 0 29 4 0 2 0 0 0 0 0 0 0 0 8 1:00 4 0 2 1 0 0 0 0 0 0 0 0 0 0 1 :00 3 0 0 0 0 0 1 0 0 0 0 0 0 0 2 :00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 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 :00 Day Totals 200 13 82 27 2 2 27 1 * 13 * * * * 33 * 1:00 04/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 05:00 17 0 9 2 0 0 1 0 0 1 0 0 0 0 4 1:00 18 1 3 2 0 1 5 0 0 0 0 0 0 0 6 :00 10 1 2 1 0 0 1 0 0 2 0 0 0 0 3 08:00 10 2 1 1 1 0 2 0 0 2 0 0 0 0 1 1:00 11 1 8 0 1 0 0 0 0 0 0 0 0 0 1 :00 24 3 12 2 1 0 2 0 0 2 0 0 0 0 2 :00 21 1 15 1 0 1 1 0 0 1 0 0 0 0 1 1:00 Pll 9 0 4 0 0 1 2 1 0 1 0 0 0 0 0 :00 24 3 9 3 0 0 5 0 0 3 0 0 0 0 1 02:00 16 0 7 0 0 1 0 0 0 4 0 0 0 0 4 1:00 12 1 7 1 0 1 1 0 0 1 0 0 0 0 0 :00 23 0 16 3 0 0 1 0 0 0 0 0 0 0 3 05:00 32 0 26 5 0 1 0 0 0 0 0 0 0 0 0 1:00 10 0 9 1 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 239 13 128 23 4 6 21 1 * 17 * * * * 26 * I f('L-; lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000000 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 Jher : O'Rourke Engineering File I.D. : DRV2S100 reet name :Driveway 2 Cross street:South Orion Way A to B1 B to A Page 12 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class 118 Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 2 1 0 0 0 0 1 0 0 0 0 0 0 0 0 05:00 18 1 7 2 0 0 2 0 0 0 0 0 0 0 6 1:00 18 0 2 3 0 1 6 0 0 0 0 0 0 0 6 :00 7 2 1 0 0 0 2 0 0 2 0 0 0 0 0 08:00 12 1 5 3 0 1 2 0 0 0 0 0 0 0 0 1:00 17 1 5 3 1 2 1 0 0 1 0 0 0 0 3 :00 10 1 5 1 0 0 1 0 0 1 0 0 0 0 1 :00 10 1 4 1 0 1 1 0 0 1 0 0 0 0 1 1:00 Pll 11 0 2 2 0 1 2 0 0 4 0 0 0 0 0 :00 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 ltals 1035 59 465 144 12 24 120 4 2 61 0 0 0 0 144 rcent 5. 7% 44.9% 13.9% 1.1% 2.3% 11. 5% .3% .1% 5.8% .0% .0% .0% .0% 13.9% I I I I I I I I I I I fir,Z,,t{ l ather : TASPLUS Software ~I\.) £WA--<( s unted by: Copyright (Cl 1990, 1994 Site Code : 000000000003 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering \N File I.D. : DRC3S703 reet name :Drivewa 3 Cross street:South Orion Wa A to B Pae 1 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class ne Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/12 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * - :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 1:00 pn * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * , :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 * :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 5 * * 3 * * * * * * * * * * 2 * 1:00 04/13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 3 0 2 0 0 1 0 0 0 0 0 0 0 0 0 1:00 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 :00 5 0 1 1 0 0 0 0 0 0 0 0 0 0 3 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 pn 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 6 0 1 2 0 0 1 0 0 0 0 0 0 0 2 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 05:00 4 0 1 1 0 0 0 0 0 0 0 0 0 0 2 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 o· 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 37 * 6 5 * 1 1 * * * * * * * 24 * I l\t? lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000003 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRC3S703 reet nane :Drivewa 3 Cross street:South Orion Wa A to B Pae 2 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class ne Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 Pll 2 0 1 1 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 ij-. 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 o· 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 4 * 1 1 * * * * * * * * * * 2 * 1:00 04/15 0 0 0 0 0 0 0 il 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 o· 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 Pll 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals * * * * * * * * * * * * * * * * I lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000003 Board# ' JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRC3S703 reet name :Drivewa 3 Cross street:South Orion Wa A to B Pae 3 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 05:00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1:00 3 0 0 0 1 0 1 0 0 0 0 0 0 0 1 :00 3 0 0 1 0 0 0 0 0 0 0 0 0 1 1 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 3 0 1 0 0 0 0 0 0 0 0 0 0 0 2 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 Pll 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 4 1 0 0 0 0 0 0 0 0 0 0 0 0 3 :00 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 1:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 :00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 29 1 4 1 1 * 2 * * * * * * 1 19 * 1:00 04/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 3 0 2 0 0 0 0 0 0 0 0 0 0 0 1 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 3 0 0 1 0 0 1 0 0 0 0 0 0 0 1 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 pm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 02:00 9 0 0 0 0 0 0 0 0 0 0 0 0 1 8 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 :00 3 0 0 0 0 0 0 1 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 36 * 3 1 * * 1 1 * * * * * 1 29 * I JYL,.,1 l ather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000003 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her 01Rourke Engineering File I.D. : DRC3S703 reet name :Drivewa 3 Cross street:South Orion Wa A to B Pae 4 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PII 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ltals 118 1 14 12 1 1 4 1 0 0 0 0 0 2 82 Percent .8% 11.8% 10.1% .8% .8% 3.3% .8% .0% .0% .0% .0% .0% 1. 6% 69.4% I I I I I I I I I I I ~i,.i lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000003 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 her 01Rourke Engineering Ou-<( File I.D. : DRC3S703 reet name :Drivewa 3 Cross· street:South Orion Wa B to A Pae 5 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 : 00 04/12 ; * * * * * * * * * * * * * * * :00 v" • * * * * * * * * * * * * * * * 02:00 -~ * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 1:00 PII * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 05:00 7 0 0 3 0 0 4 0 0 0 0 0 0 0 0 1:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 11 * * 5 * * 4 * * * * * * * 2 * 1:00 04/13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : 00 ""' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 13 0 1 0 0 1 1 2 0 0 0 0 0 1 7 1:00 36 0 0 1 0 2 12 1 0 0 0 0 1 1 18 :00 14 0 0 2 0 0 4 0 0 0 0 0 0 0 8 08:00 13 0 1 2 0 1 4 0 0 0 0 0 0 0 5 1:00 9 0 0 1 0 1 3 1 0 0 0 0 0 0 3 :00 11 0 0 4 0 0 1 0 0 0 0 0 0 0 6 :00 9 0 0 1 0 2 2 0 0 0 0 0 0 0 4 1:00 Pll 11 0 0 0 0 2 4 0 0 0 0 0 0 0 5 :00 11 0 0 1 0 0 4 0 0 0 0 0 0 0 6 02:00 14 0 1 2 0 1 3 1 0 0 0 0 0 0 6 1:00 22 0 0 1 0 2 12 0 0 0 0 0 0 0 7 :00 19 0 1 2 0 3 6 0 0 0 0 0 0 0 7 05:00 17 0 0 3 0 2 3 1 0 0 0 0 0 0 8 1:00 6 0 0 0 0 0 3 0 0 0 0 0 0 1 2 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 205 * 4 20 * 17 62 6 * * * * 1 3 92 * I ~ lather : TASPLUS Software unted by: Copyright (Cl 1990, 1994 Site Code : 000000000003 Board# ' JAMAR Technologies, Inc. Start Date: 04/12/01 ' her O'Rourke Engineering File I.D. : DRC3S703 reet nane :Drivewa 3 Cross street:South Orion Wa B to A Pa e 6 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 ~f>'' • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 6 0 0 0 0 0 0 2 0 0 0 0 0 0 4 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 4 0 0 0 0 0 1 0 1 0 0 0 0 0 2 08:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 6 0 0 2 0 0 0 2 0 0 0 0 0 0 2 :00 4 0 0 0 0 1 0 1 0 0 0 0 0 0 2 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1:00 pm 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 :00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 28 * 2 2 * 1 1 6 1 * * * * 1 14 * 1:00 04/15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I:~~ So~· 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 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 pn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals * * * * * * * * * * * * * * * * I ~4a'O l ather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000003 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRC3S703 reet name :Drivewa 3 Cross street:South Orion Wa B to A Pae 7 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class 111 ·11e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 r~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 13 0 1 0 0 0 2 0 0 0 0 0 0 0 10 1:00 26 0 0 0 0 0 9 3 0 0 0 0 0 0 14 :00 16 0 0 2 0 1 1 0 0 0 0 0 0 0 12 08:00 14 0 0 2 0 2 5 0 0 0 0 0 0 0 5 1:00 10 0 0 2 0 2 2 0 0 0 0 0 0 0 4 :00 15 0 0 0 1 2 1 0 0 0 0 0 0 0 11 :00 10 0 1 1 0 0 3 0 0 0 0 0 0 0 5 1:00 Pll 15 0 0 2 0 4 4 0 0 0 0 0 0 0 5 :00 8 0 0 1 0 1 2 0 2 0 0 0 0 0 2 02:00 9 0 0 1 0 0 3 0 2 0 0 0 0 0 3 1:00 12 0 0 0 0 1 6 0 0 0 0 0 0 0 5 :00 37 1 0 4 0 4 8 0 0 0 0 0 0 0 20 :00 23 0 3 2 1 1 4 0 0 0 0 0 0 0 12 j :00 3 0 0 0 0 0 2 0 0 0 0 0 0 0 1 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 212 1 5 18 2 18 52 3 4 * * * * * 109 * 1:00 04/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 ') 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 ~/' 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 11 0 0 0 0 0 6 0 0 0 0 0 0 0 5 1:00 28 1 1 2 0 3 5 3 0 0 0 0 0 3 10 :00 20 0 0 2 0 0 7 0 0 0 0 0 0 0 11 08:00 16 0 0 4 0 1 7 0 0 0 0 0 0 0 4 1:00 12 0 0 2 0 0 1 0 0 0 0 0 0 2 7 :00 8 0 0 1 0 0 4 0 0 0 0 0 0 0 3 :00 12 0 0 2 0 2 0 0 1 0 0 0 0 0 7 1:00 p11 10 0 0 0 0 2 4 0 0 0 0 0 0 1 3 :00 23 0 0 3 1 0 3 0 0 0 0 0 0 0 16 02:00 20 1 2 0 0 0 6 0 0 1 0 0 0 1 9 1:00 14 1 2 0 0 2 6 0 0 0 0 0 0 0 3 :00 24 0 0 3 0 3 5 1 0 0 0 0 0 1 11 :00 15 0 0 1 0 1 2 3 0 0 0 0 0 1 7 1:00 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 :00 5 0 0 0 0 0 1 1 0 0 0 0 0 0 3 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 222 3 6 20 1 14 57 8 1 1 * * * 9 102 * I ~\ l ather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000003 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRC3S703 reet name :Drivewa 3 Cross street:South Orion Wa B to A Pae 8 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 10 0 0 0 0 0 0 3 0 0 0 0 0 0 7 1:00 27 0 0 2 0 4 6 2 0 0 0 0 0 0 13 :00 9 0 0 1 0 3 4 0 0 0 0 0 0 0 1 08:00 6 0 0 3 0 0 2 0 0 0 0 0 0 0 1 1:00 11 1 0 2 0 1 5 0 0 0 0 0 0 0 2 :00 11 0 0 1 0 1 7 0 0 0 0 0 0 0 2 :00 9 0 0 3 0 2 2 0 0 0 0 0 0 0 2 1:00 Pll 9 0 0 1 0 3 4 0 0 0 0 0 0 0 1 :00 5 0 0 1 0 0 3 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ltals 775 5 17 79 3 64 209 28 6 1 0 0 1 13 349 rcent .6% 2.1% 10.1% .3% 8.2% 26.9% 3.6% . 7% .1% .0% .0% .1% 1. 6% 45.0% I I I I I I I I I I I ~-1:JV l ather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000003 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRC3S703 reet name :Drivewa 3 Cross street:South Orion Wa A to B B to A Pae 9 Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/12 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * ·t * * * * * * * * * :00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 1:00 pm * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * 1:00 * * * * * * * * * * * * * * * :00 * * * * * * * * * * * * * * * :00 9 0 0 5 0 0 4 0 0 0 0 0 0 0 0 06:00 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1:00 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 :00 Day Totals 16 * * 8 * * 4 * * * * * * * 4 * 1:00 04/13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 16 0 3 0 0 2 1 2 0 0 0 0 0 1 7 1:00 49 0 0 1 0 2 12 1 0 0 0 0 1 1 31 :00 19 0 1 3 0 0 4 0 0 0 0 0 0 0 11 :00 13 0 1 2 0 1 4 0 0 0 0 0 0 0 5 1:00 9 0 0 1 0 1 3 1 0 0 0 0 0 0 3 :00 12 0 0 5 0 0 1 0 0 0 0 0 0 0 6 :00 9 0 0 1 0 2 2 0 0 0 0 0 0 0 4 1:00 p11 12 0 0 0 0 2 4 0 0 0 0 0 0 0 6 :00 12 0 0 1 0 0 4 0 0 0 0 0 0 0 7 02:00 20 0 2 4 0 1 4 1 0 0 0 0 0 0 8 1:00 22 0 0 1 0 2 12 0 0 0 0 0 0 0 1 :00 21 0 2 2 0 3 6 0 0 0 0 0 0 0 8 :00 21 0 1 4 0 2 3 1 0 0 0 0 0 0 10 1:00 1 0 0 0 0 0 3 0 0 0 0 0 0 1 3 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 242 * 10 25 * 18 63 6 * * * * 1 3 116 * I ~-;~ l ather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000003 Board# JAMAR Technologies, Inc. Start Date: 04/12/01 her O'Rourke Engineering File I.D. : DRC3S703 reet name :Drivewa 3 Cross street:South Orion Wa A to B B to A Pae 10 Begin Class Class Class Class Class Class Class Class Class Class Class Class Class Class me Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 : 00 04/14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 6 0 0 0 0 0 0 2 0 0 0 0 0 0 4 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 6 0 0 0 0 0 1 0 1 0 0 0 0 0 4 08:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 6 0 0 2 0 0 0 2 0 0 0 0 0 0 2 :00 4 0 0 0 0 1 0 1 0 0 0 0 0 0 2 :00 2 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1:00 PII 3 0 1 1 0 0 0 1 0-0 0 0 0 0 0 :00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o· 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals 32 * 3 3 * 1 1 6 1 * * * * 1 16 * 1:00 04/15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 pm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Totals * * * * * * * * * * * * * * * * I ~~t,t lather : TASPLUS Software unted by: Copyright (C) 1990, 1994 Site Code : 000000000003 Board# : JAMAR Technologies, Inc. Start Date: 04/12/01 er O'Rourke Engineering File I.D, : DRC3S703 eet name :Drivewa 3 Cross street:South Orion Wa A to B B to A Pae 11 Class Class Class Class Class Class Class Class Class Class Class Class Class Class e Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :00 04/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 05:00 15 0 3 0 0 0 2 0 0 0 0 0 0 0 10 1:00 29 0 0 0 1 0 10 3 0 0 0 0 0 0 15 :00 19 0 0 3 0 1 1 0 0 0 0 0 0 1 13 :00 14 0 0 2 0 2 5 0 0 0 0 0 0 0 5 1:00 10 0 0 2 0 2 2 0 0 0 0 0 0 0 4 :00 18 0 1 0 1 2 1 0 0 0 0 0 0 0 13 :00 11 0 1 1 0 0 3 0 0 0 0 0 0 0 6 1:00 Pll 15 0 0 2 0 4 4 0 0 0 0 0 0 0 5 :00 8 0 0 1 0 1 2 0 2 0 0 0 0 0 2 02:00 10 0 0 1 0 0 4 0 2 0 0 0 0 0 3 1:00 12 0 0 0 0 1 6 0 0 0 0 0 0 0 5 :00 41 2 0 4 0 4 8 0 0 0 0 0 0 0 23 :00 30 0 3 2 1 1 4 0 0 0 0 0 0 0 19 06 :00 6 0 0 0 0 0 2 0 0 0 0 0 0 0 4 1:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 :00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 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 :00 Day Totals 241 2 9 19 3 18 54 3 4 * * * * 1 128 * 1:00 04/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 14 0 2 0 0 0 6 0 0 0 0 0 0 0 6 1:00 29 1 1 2 0 3 5 3 0 0 0 0 0 3 11 :00 23 0 0 3 0 0 8 0 0 0 0 0 0 0 12 :00 16 0 0 4 0 1 7 0 0 0 0 0 0 0 4 1:00 13 0 0 2 0 0 1 0 0 0 0 0 0 2 8 :00 8 0 0 1 0 0 4 0 0 0 0 0 0 0 3 :00 12 0 0 2 0 2 0 0 1 0 0 0 0 0 7 1:00 Pll 10 0 0 0 0 2 4 0 0 0 0 0 0 1 3 :00 36 0 0 3 1 0 3 0 0 0 0 0 0 0 29 02:00 29 1 2 0 0 0 6 0 0 1 0 0 0 2 17 1:00 14 1 2 0 0 2 6 0 0 0 0 0 0 0 3 :00 24 0 0 3 0 3 5 1 0 0 0 0 0 1 11 :00 15 0 0 1 0 1 2 3 0 0 0 0 0 1 7 1:00 4 0 2 0 0 0 0 0 0 0 0 0 0 0 2 :00 8 0 0 0 0 0 1 2 0 0 0 0 0 0 5 :00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 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 :00 Day Totals 258 3 9 21 1 14 58 9 1 1 * * * 10 131 * I p(l??J l ther : nted by: Board# : er eet name :Drivewa Begin e :00 04/18 :00 02:00 1:00 :00 05:00 1:00 :00 :00 1:00 :00 :00 1:00 pm :00 02:00 Total 0 0 0 0 0 10 31 10 6 11 11 9 9 7 0 TASPLUS Software Copyright (CJ 1990, 1994 JAMAR Technologies, Inc. O'Rourke Engineering 3 Cross street:South Orion Wa A to B B to A Class 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 Class 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Class 3 0 0 0 0 0 0 2 2 3 2 1 3 1 1 0 Class 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Class Class Class Class 5 0 0 0 0 0 0 4 3 0 1 1 2 3 0 0 6 0 0 0 0 0 0 6 4 2 5 7 2 4 3 0 7 0 0 0 0 0 3 2 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Class 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Class 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Class 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Class 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Site Code : 000000000003 Start Date: 04/12/01 File I.D. : DRC3S703 Pae Class Class 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 7 17 1 1 2 2 2 1 3 0 12 ltals 893 6 31 91 4 65 213 29 6 1 O O 1 15 431 rcent .6% 3.4% 10.1% .4% 7.2% 23.8% 3.2% .6% .1% .0% .0% .1% 1.6% 48.2% I I I I I I I I I I I I I I APPENDIXB I PROJECT TRIP ASSIGNMENTS I I I I I I I I I I I I I I I ------------------- 0 NOTTO SCALE \.1(9) t (,) 0 ~ \.Project Site .,... .,... --..-' -- \ \ ' ' ,, .,... .,... ------- \ \ \ \ \ \ + 10(18) (10)8 + \ LEGEND: Existing Roadway Future Roadway XX(XX) AM(PM) FIGUREB1 COLLECTION TRUCK TRIP ASSIGNMENT (EXISTING) PALOMAR TRANSFER STATION ------------------- ~ (13)7~ N .IS, w .8 0 NOTTO SCALE t~ NN .IS,W w~ 0 ..... .._,._, \.1(9) t w 0 0) ~ '\.Project Site / / LEGEND: .... .... Existing Roadway Future Roadway XX(XX) AM(PM) + 10(18) (10)8+ FIGUREB2 COLLECTION TRUCK TRIP ASSIGNMENT (2005) PALOMAR TRANSFER STATION ------------------- 0 -..... ~ ..... 0 ~ NOTTO SCALE ~ N 0 w 0) - t'"' 2(4) .\. 7(9) t (,) -..J 01 -..J \.Project Site LEGEND: _.. 2(4) Existing Roadway xx(xx) AM (PM) FIGUREB3 COLLECTION TRUCK TRIP ASSIGNMENT (2020) PALOMAR TRANSFER STATION ------------------- ~ .... .... :§ 0 NOTTO SCALE t ,. .... 0) .... ~ ,-... .... ~~ -l.11(2) t ~ .,,.--' ---.... ...... \.Project Site LEGEND: ..... \ Existing Roadway Future Roadway XX(XX) AM(PM) \ \ \ \ \ --- \ \ \ \ I ..... ---...... I I I I fi' ,~· 0 FIGUREB4 TRANSFER TRUCK TRIP ASSIGNMENT (ALL SCENARIOS) PALOMAR TRANSFER STATION ------------------- (1)1 "' '\ ..... ~ 0 NOTTO SCALE ~ ..... ~ \.2(6) t~ NN :§:§ ----\ ------ '\,Project Site LEGEND: .... \ Existing Roadway Future Roadway XX(XX) AM(PM) \ ' ' \ \ \ \ \ \ (3)1 + \ \ \ I I .... --- FIGURE BS PASSENGER CAR TRIP ASSIGNMENT (EXISTING/2005) PALOMAR TRANSFER STATION ------------------- 0 NOTTO SCALE ~ ...... ,....._ ...... f'" 1(1) ~Project Site LEGEND: ..-1(1) Existing Roadway xx(xx) AM (PM) ~ + 1(1) FIGURE B6 PASSENGER CAR TRIP ASSIGNMENT PALOMAR TRANSFER STATION I I I APPENDIXC I ICU WORKSHEETS I I I I I I I I I I I I I I I -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: -=Ec.::.C::.:R ______ (N'-'-'-/S_,_) ___ F_ar_a_da~y ___ ___,(E._/W)__,__ INTERSECTION: -=E=C=R ______ (N"-'-/S""') ___ F...;.ar..ccad;_;_a""'y ___ ---"(E:::./W),;.;.;__ SCENARlO: COUNT DATE: ANALYST: Existing PEAKHR:-"-AM~------- AGENC'i carlsbad SCENARlO : Existing COUNTDATE: ===--------P-E_AK_HR_:_P_M _______ _ ANALYST: __ A_G_EN_C~.-c-ar-ls-ba_d __ MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME VIC NB Left 2 3600 1042 1042 0.29 * NB Left 2 3600 154 154 0.04 NBThru 3 5800 507 740 0.13 NBThru 3 5800 1040 1113 0.19 * NB Right 0 0 233 0 0.00 NB Right 0 0 73 0 0.00 SB Left 2 3600 251 251 0.07 SB Left 2 3600 51 51 0.01 * SBThru 3 5800 952 1224 0.21 * SBThru 3 5800 517 543 0.09 SB Right 0 0 272 0 0.00 SB Right 0 0 26 0 0.00 EB Left 2 3600 30 30 0.01 EB Left 2 3600 167 167 0.05 EB Thru 0 0 57 0 0.00 EBThru 0 0 56 0 0.00 EB Right 2 3800 130 187 0.05 * EB Right 2 3800 858 914 0.24 * WB Left 1 1800 74 74 0.04 * WBLeft 1 1800 315 315 0.18 * WBThru 2 3800 37 70 0.02 WBThru 2 3800 99 219 0.06 WBRight 0 0 33 0 0.00 WBRight 0 0 120 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.50 NORTH/SOUTH CRITICAL SUMS 0.20 EAST/WEST CRITICAL SUMS 0.09 EAST/WEST CRITICAL SUMS 0.42 SUM OF CRITICAL V/C RATIO 0.59 SUM OF CRITICAL V/C RATIO 0.62 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.69 INTERSECTION CAPACITY UTILIZATION (ICU) 0.72 LEVEL OF SERVICE (LOS) B LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: =E-"-C""'R ______ (N.,___/S_,_) ___ F_ar_ad_a~y ____ (E,...__/W)--'-_ INTERSECTION: _E_C_R _____ __,(N_/S-'-) ___ F_ar_a_d_.ay'--------'(E.__/W)_,__ SCENARIO: _E_x1_·stm_·-g~+_P_ro~je_c_t ______________ _ SCENARIO: _E_x1_·stm_· _g~+_P_ro~je_c_t ______________ _ COUNT DATE: PEAK HR: AM COUNT DATE: PEAK HR: PM ---------AN ALYS T: AGENG\ carlsbad ANALYST: __ A_G_EN_C_'_car-lsb_a_d __ MOVEMENT NO.of CAPACITY AMPEAK. ADJUSTED AMPEAK. MOVEMENT NO.of CAPACITY PMPEAK. ADJUSTED PMPEAK. LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME V/C NB Left 2 3600 1042 1042 0.29 * NB Left 2 3600 154 154 0.04 NBThru 3 5800 507 740 0.13 NBThru 3 5800 1040 1113 0.19 * NB Right 0 0 233 0 0.00 NB Right 0 0 73 0 0.00 SB Left 2 3600 259 259 O.o7 SB Left 2 3600 65 65 0.02 * SBThru 3 5800 952 1224 0.21 * SBThru 3 5800 517 543 0.09 SB Right 0 0 272 0 0.00 SB Right 0 0 26 0 0.00 EB Left 2 3600 30 30 0.01 EB Left 2 3600 167 167 0.05 EBThru 0 0 57 0 0.00 EBThru 0 0 56 0 0.00 EB Right 2 3800 130 187 0.05 * EB Right 2 3800 858 914 0.24 * WBLeft 1 1800 105 105 0.06 * WBLeft 1 1800 346 346 0.19 * WBThru 2 3800 38 78 0.02 WBThru 2 3800 102 232 0.06 WBRight 0 0 40 0 0.00 WBRight 0 0 130 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.50 NORTH/SOUTH CRITICAL SUMS 0.21 EAST/WEST CRITICAL SUMS 0.11 EAST/WEST CRITICAL SUMS 0.43 SUM OF CRITICAL V/C RATIO 0.61 SUM OF CRITICAL V/C RATIO 0.64 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION acm 0.71 INTERSECTION CAPACITY UTILIZATION acu) 0.74 LEVEL OF SERVICE (LOS) C LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum VIC V/C A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= * * extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: .::E~C:::R:__ ____ ___,(Ns:.::..::/S"'-) __ ....:F:..:ar::.;a:::d.:::ay'-------"(EIW):::....:..:'-'--INTERSECTION: _E-'-C"'"'R _____ _,_(N_/S_,_) ___ F..c.ar_a..;_da"""y ___ ------"'(E:c.../W)"-'-'-- SCENARIO: ..:::S;:;cho==.rt.:..;T:..:e::.:rm=(2:::0.::.:05"'-) ______________ _ SCENARIO: _S_ho_rt_T_e_rm__,_(2_0_05~) ______________ _ COUNT DATE: PEAK HR: .;;.AM;;:;.:;:.. _______ _ COUNT DATE: PEAK HR: .c.P=M~------- ANALYST: AGENC) carlsbad ANALYST: AGENC' carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 2 3600 1151 1151 0.32 * NB Left 2 3600 326 326 0.09 NBThru 3 5800 846 999 0.17 NBThru 3 5800 1529 1648 0.28 * NB Right 0 0 153 0 0.00 NBRieht 0 0 119 0 0.00 SB Left 2 3600 275 275 0.08 SB Left 2 3600 200 200 0.06 * SB Thru 3 5800 1552 1722 0.30 * SBThru 3 5800 829 899 0.16 SB Right 0 0 170 0 0.00 SB Right 0 0 70 0 0.00 EB Left 2 3600 64 64 0.02 EB Left 2 3600 71 71 0.02 EBThru 0 0 73 0 0.00 EBThru 0 0 69 0 0.00 EB Right 2 3800 397 73 0.02 * EBRieht 2 3800 828 897 0.24 * WBLeft 1 1800 96 96 0.05 * WBLeft 1 1800 161 161 0.09 * WBThru 2 4000 65 65 0.02 WBThru 2 4000 148 148 0.04 WBRight 1 1800 43 43 o.oz WBRi!!ht 1 1800 143 143 0.08 NORTH/SOUTH CRITICAL SUMS 0.62 NORTH/SOUTH CRITICAL SUMS 0.34 EAST/WEST CRITICAL SUMS 0.07 EAST/WEST CRITICAL SUMS 0.33 SUM OF CRITICAL VIC RATIO 0.69 SUM OF CRITICAL VIC RATIO 0.67 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.79 INTERSECTION CAPACITY UTILIZATION (ICU) 0.77 LEVEL OF SERVICE (LOS) C LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum EBR overlae reduction VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= * * extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 6/1/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: ECR (N/S) Faraday (E/W) INTERSECTION: ECR (N/S) Faraday (E/W) SCENARIO: Short Tenn (2005) + Project SCENARIO: Short Tenn (2005) + Project COUNTDATE: PEAKHR:.;;..;AM;c;....c_ ______ _ COUNT DATE: PEAK.HR: PM ---------ANALYST: AGENC'! carlsbad ANALYST: AGENC' carlsbad MOVEMENT NO.of CAPACITY AMPEAK. ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK. LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME V/C NB Left 2 3600 1151 1151 0.32 * NB Left 2 3600 326 326 0.09 NB Thru 3 5800 846 999 0.17 NB Thru 3 5800 1529 1648 0.28 * NB Right 0 0 153 0 0.00 NB Right 0 0 119 0 0.00 SB Left 2 3600 283 283 0.08 SB Left 2 3600 214 214 0.06 * SBThru 3 5800 1552 1722 0.30 * SBThru 3 5800 829 899 0.16 SB Right 0 0 170 0 0.00 SB Right 0 0 70 0 0.00 EB Left 2 3600 64 64 0.02 EB Left 2 3600 71 71 0.02 EBThru 0 0 73 0 0.00 EBThru 0 0 69 0 0.00 EB Right 2 3800 397 73 0.02 * EB Right 2 3800 828 897 0.24 * WBLeft 1 1800 127 127 0.07 * WBLeft 1 1800 192 192 0.11 * WBThru 2 4000 66 66 0.02 WBThru 2 4000 151 151 0.04 WBRight 1 1800 50 50 0.03 WBRight 1 1800 153 153 0.09 NORTH/SOUTH CRITICAL SUMS 0.62 NORTH/SOUTH CRITICAL SUMS 0.34 EAST/WEST CRITICAL SUMS 0.09 EAST/WEST CRITICAL SUMS 0.35 SUM OF CRITICAL V/C RATIO 0.71 SUM OF CRITICAL VIC RATIO 0.69 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.81 INTERSECTION CAPACITY UTILIZATION (ICU) 0.79 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum EBR overlaQ reduction V/C V/C A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 6/1/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: .:;:E'-'-C-"-'R'--____ __,(N_/S-'-) ___ F_ar_a_da"""y ____ ..,_(E/W)_....__ SCENARIO : Year 2020 ~~1:i~T~ON: -~..c;=!'-2"".""02_0 ____ ....,.(N_/_S,._) __ ..;.F.c.ar.c.a..:;..da.;,,,,.y ___ __,(:;:;E/W)...c.c..,._ --------------------COUNT DATE: PEAK.HR: AM COUNT DATE: ________ P_E_AK_HR_:_P_M _______ _ ANALYST: ---------AGENC'i carlsbad ANALYST: --A-GEN_C_'_c_ar-Js-ba_d __ MOVEMENT NO.of CAPACITY AMPEAK. ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK. ADJUSTED PMPEAK. LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME VIC NB Left 2 3600 851 851 0.24 NB Left 2 3600 280 280 0.08 NBThru 3 5800 1473 1553 0.27 * NB Thru 3 5800 1742 1813 0.31 * NB Right 0 0 80 0 0.00 NB Right 0 0 71 0 0.00 SB Left 2 3600 1012 1012 0.28 * SB Left 2 3600 368 368 0.10 * SBThru 3 5800 1535 1723 0.30 SB Thru 3 5800 1381 1470 0.25 SB Right 0 0 188 0 0.00 SB Right 0 0 89 0 0.00 EB Left 1 1800 58 58 0.03 * EB Left 1 1800 159 159 0.09 EBThru 1 2000 89 89 0.04 EB Thru 1 2000 399 399 0.20 * EBRi!tllt 2 3600 360 360 0.10 EB Right 2 3600 589 589 0.16 WBLeft 1 1800 86 86 0.05 WB Left 1 1800 312 312 0.17 WBThru 1.5 3000 532 532 0.18 * WBThru 1.5 3000 175 175 0.06 WBRight 1.5 2700 355 355 0.13 WBRight 1.5 2700 763 763 0.28 * NORTH/SOUTH CRITICAL SUMS 0.55 NORTH/SOUTH CRITICAL SUMS 0.41 EAST/WEST CRITICAL SUMS 0.21 EAST/WEST CRITICAL SUMS 0.37 SUM OF CRITICAL VIC RATIO 0.76 SUM OF CRITICAL V/C RATIO 0.78 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.86 INTERSECTION CAPACITY UTILIZATION (ICU) 0.88 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE <LOS) D NOTES: LOS Maximum NOTES: LOS Maximum VIC V/C A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: _E_CR ______ (N,__/S~) ___ F_ar_ad_a~y ___ ~(E~/W)~-INTERSECTION: _E_C_R ______ (N~/S~) ___ F_ar_a_da~y ___ __,_(E_/W)_,__ SCENARIO: Year 2020 + Project SCENARIO: Year 2020 + Project COUNT DATE: PEAK HR: AM COUNT DATE: PEAKHR: PM ANALYST: ---------AGENC'J carlsbad ANALYST: __ A_G_EN_C..,..'_c_ar-ls-ba_d __ MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME V/C NB Left 2 3600 851 851 0.24 NB Left 2 3600 280 280 0.08 NBThru 3 5800 1473 1553 0.27 * NBThru 3 5800 1742 1813 0.31 * NB Right 0 0 80 0 0.00 NB Right 0 0 71 0 0.00 SB Left 2 3600 1021 1021 0.28 * SB Left 2 3600 383 383 0.11 * SBThru 3 5800 1535 1723 0.30 SBThru 3 5800 1381 1470 0.25 SB Right 0 0 188 0 0.00 SB Right 0 0 89 0 0.00 EB Left 1 1800 58 58 0.03 * EB Left 1 1800 159 159 0.09 * EBThru 1 2000 90 90 0.05 EBThru 1 2000 400 400 0.20 EB Right 2 3600 360 360 0.10 EB Right 2 3600 589 589 0.16 WBLeft 1 1800 107 107 0.06 WBLeft 1 1800 327 327 0.18 WBThru 1.5 3000 533 533 0.18 * WBThru 1.5 3000 178 178 0.06 WB Right 1.5 2700 362 362 0.13 WBRight 1.5 2700 773 773 0.29 * NORTH/SOUTH CRITICAL SUMS 0.55 NORTH/SOUTH CRITICAL SUMS 0.42 EAST/WEST CRITICAL SUMS 0.21 EAST/WEST CRITICAL SUMS 0.38 SUM OF CRITICAL V/C RATIO 0.76 SUM OF CRITICAL VIC RATIO 0.80 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.86 INTERSECTION CAPACITY UTILIZATION (ICU) 0.90 LEVEL OF SERVICE <LOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >LO Project#: 5/31/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: .;;;;E;;;..l C"'-am=i=no'--'R'-'-e-'-al'---_ ___,_(N_/_S,_) ___ P_al_o_m_ar_Airp_·~ort __ ~(E_/W) __ INTERSECTION: _E_l C_am_m_o_R_e_al __ ~(N_/_S,_) ___ P_a_lo_m_ar_A_i_,rp~o_r __ (,_E_/W...,)'-- SCENARIO: =E=x1=·st=m=g'-------------------SCENARIO: _E_x1_·st_m_g _________________ _ COUNT DATE: PEAK HR: _AM __________ _ ANALYST : AGENC) carlsbad COUNT DATE: PEAK HR: PM ANALYST: __ A_G_EN_c_·_c_ar_ls-ba_d __ MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 49 49 0.03 NB Left 1 1800 61 61 0.03 NBThru 3 6000 570 570 0.10 * NBThru 3 6000 551 551 0.09 * NB Right 2 3600 300 300 0.08 NB Right 2 3600 382 382 0.11 SB Left 2 3600 363 363 0.10 * SB Left 2 3600 877 877 0.24 * SBThru 3 6000 483 483 0.08 SBThru 3 6000 791 791 0.13 SB Right 1 1800 271 271 0.15 SB Right 1 1800 173 173 0.10 EB Left 2 3600 140 140 0.04 * EB Left 2 3600 232 232 0.06 EBThru 3 5800 676 753 0.13 EBThru 3 5800 1151 1282 0.22 * EB Right 0 0 77 0 0.00 EB Right 0 0 131 0 0.00 WBLeft 2 3600 487 487 0.14 WBLeft 2 3600 412 412 0.11 * WBThru 3 6000 1309 1309 0.22 WBThru 3 6000 875 875 0.15 WB Right 2 3600 1057 1057 0.29 * WBRight 2 3600 562 562 0.16 NORTH/SOUTH CRITICAL SUMS 0.20 NORTH/SOUTH CRITICAL SUMS 0.35 EAST/WEST CRITICAL SUMS 0.33 EAST/WEST CRITICAL SUMS 0.33 SUM OF CRITICAL V/C RATIO 0.53 SUM OF CRITICAL V/C RATIO 0.68 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.63 INTERSECTION CAPACITY UTILIZATION (ICU) 0.78 LEVEL OF SERVICE (LOS) B LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum VIC V/C A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: -=E;:..1 C.;:;.am=in:;;;oc..;;R;.:.;ec::al;...._ _ __,(N-'/....cS.,_) ___ P_al_o_m_ar_A_i_._rp_ort __ ...,_(E/W) _ _,__ SCENARIO: -=E=x1=·sti=·n=g __ +....;;P~ro=je~c~t ______________ _ INTERSECTION: ...,E_l C,'-am-::-'--in--'o....;;R-"'-e-:-al;..._ _ __,_(N_/_S.,_) ___ P_al_o_m_ar_A_i...,_rpc;;.o __ r _ _,(=E/W--'-'-")- SCENARIO: _E_xi_stin_· ~g_+_P_ro..,_je_ct ______________ _ COUNT DATE: PEAK.HR: AM COUNT DATE: PEAK.HR: PM ------------------ANALYST: AGENC'l carlsbad ANALYST: AGENC' carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK LANES (I) HOUR VOLUME VIC LANES (!) HOUR VOLUME VIC NB Left 1 1800 49 49 0.03 NB Left 1 1800 61 61 0.03 NBThru 3 6000 578 578 0.10 * NBThru 3 6000 565 565 0.09 * NB Right 2 3600 300 300 0.08 NB Right 2 3600 382 382 0.11 SB Left 2 3600 372 372 0.10 * SB Left 2 3600 890 890 0.25 * SB Thru 3 6000 489 489 0.08 SB Thru 3 6000 798 798 0.13 SB Right 1 1800 287 287 0.16 SB Right 1 1800 184 184 0.10 EB Left 2 3600 153 153 0.04 * EB Left 2 3600 254 254 0.07 EBThru 3 5800 676 753 0.13 EBThru 3 5800 1151 1282 0.22 * EB Right 0 0 77 0 0.00 EB Right 0 0 131 0 0.00 WBLeft 2 3600 487 487 0.14 WBLeft 2 3600 412 412 0.11 * WBThru 3 6000 1309 1309 0.22 WBThru 3 6000 875 875 0.15 WBRight 2 3600 1068 1068 0.30 * WBRight 2 3600 581 581 0.16 NORTH/SOUTH CRITICAL SUMS 0.20 NORTH/SOUTH CRITICAL SUMS 0.36 EAST/WEST CRITICAL SUMS 0.34 EAST/WEST CRITICAL SUMS 0.33 SUM OF CRITICAL VIC RATIO 0.54 SUM OF CRITICAL VIC RATIO 0.69 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION CTCU) 0.64 INTERSECTION CAPACITY UTILIZATION CTCU) 0.79 LEVEL OF SERVICE (LOS) B LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum V/C VIC A 0-<= A 0-<= B .61 • <= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION lNTERSECTION CAPACITY UTILIZATION INTERSECTION: El Camino Real (N/S) Palomar Airport (FJW) INTERSECTION: _E_l C_am_i_no_R_e_al __ ___,(N~/S.,_) ___ P_al_o_m_ar_Ai_'__.rp"""o_r _ _,(E~/W)-'-'_ SCENARIO: Short Term (2005) SCENARIO: _S_ho_rt_T_e_rm__,_(2_0_05 ...... ) ______________ _ COUNT DATE: PEAKHR: AM ---------COUNTDATE: PEAK HR: """P-'-M _________ _ ANALYST: AGENC'.t carlsbad ANALYST: AGENC' carlsbad MOVEMENT NO.of CAPACITY AM PEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME V/C NB Left 1 1800 74 74 0.04 NB Left 1 1800 105 105 0.06 NBThru 3 6000 1097 1097 0.18 * NBThru 3 6000 649 649 0.11 * NB Right 2 3600 849 287 0.08 NB Right 2 3600 301 301 0.08 SB Left 2 3600 1120 1120 0.31 * SB Left 2 3600 1099 1099 0.31 * SB Thru 3 6000 604 604 0.10 SBThru 3 6000 683 683 0.11 SB Right 1 1800 347 347 0.19 SB Right 1 1800 106 106 0.06 EB Left 2 3600 145 145 0.04 EB Left 2 3600 330 330 0.09 EB Thru 3 5800 506 565 0.10 * EBThru 3 5800 930 1097 0.19 * EB Right 0 0 59 0 0.00 EB Right 0 0 167 0 0.00 WBLeft 2 3600 562 562 0.16 * WBLeft 2 3600 499 499 0.14 * WBThru 3 6000 756 756 0.13 WBThru 3 6000 513 513 0.09 WBRight 2 3600 975 0 0.00 WBRight 2 3600 1029 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.49 NORTH/SOUTH CRITICAL SUMS 0.42 EAST/WEST CRITICAL SUMS 0.26 EAST/WEST CRITICAL SUMS 0.33 SUM OF CRITICAL VIC RATIO 0.75 SUM OF CRITICAL VIC RATIO 0.75 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.85 INTERSECTION CAPACITY UTILIZATION (ICU) 0.85 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum Ri~t tum overla2 reduction to NBR V/C Ri~t tum overla2 reduction to WBR VIC Ri~t tum overla2 reduction to WBR A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: El Camino Real (N/S) Palomar Airport (E/W) INTERSECTION: El Camino Real (N/S) Palomar Airpor (E/W) SCENARIO: Short Term (2005) + Project SCENARIO : Short Term (2005) + Project COUNT DATE: PEAK HR: -"'AM=--------COUNTDATE: _______ PEAKHR:_P_M _______ _ ANALYST: AGENC) carlsbad ANALYST : ....._______ AGENC' carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADWSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (I) HOUR VOLUME VIC NB Left 1 1800 74 74 0.04 NB Left 1 1800 105 105 0.06 NBThru 3 6000 1105 1105 0.18 * NB Thru 3 6000 663 663 0.11 * NB Right 2 3600 849 287 0.08 NB Right 2 3600 301 301 0.08 SB Left 2 3600 1129 1129 0.31 * SB Left 2 3600 1112 1112 0.31 * SBThru 3 6000 610 610 0.10 SB Thru 3 6000 693 693 0.12 SB Right 1 1800 363 363 0.20 SB Right 1 1800 117 117 O.Q7 EB Left 2 3600 158 158 0.04 EB Left 2 3600 352 352 0.10 EBThru 3 5800 506 565 0.10 * EB Thru 3 5800 930 1097 0.19 * EB Right 0 0 59 0 0.00 EB Right 0 0 167 0 0.00 WBLeft 2 3600 562 562 0.16 * WBLeft 2 3600 499 499 0.14 * WBThru 3 6000 756 756 0.13 WBThru 3 6000 513 513 0.09 WBRight 2 3600 986 11 0.00 WBRight 2 3600 1048 19 0.01 NORTH/SOUTH CRITICAL SUMS 0.49 NORTH/SOUTH CRITICAL SUMS 0.42 EAST/WEST CRITICAL SUMS 0.26 EAST/WEST CRITICAL SUMS 0.33 SUM OF CRITICAL V/C RATIO 0.75 SUM OF CRITICAL V/C RATIO 0.75 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.85 INTERSECTION CAPACITY UTILIZATION (ICU) 0.85 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE <LOS) D NOTES: LOS Maximum NOTES: LOS Maximum Ris!!t turn overla2 reduction to NBR VIC Right tum overla2 reduction to WBR VIC Ris!!t turn overla2 reduction to WBR A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: .::Ec:..l C""am=in::.::oc...:R:.;;;e;.;;;;al;:.._ _ __,(Nc....c.../S_,_) ___ P_al __ o .... m.;.;..ar_Ai_'rp...__ort __ .,_(E_/W)_.__ INTERSECTION: =E.;;..l C"'-am=in=o-=R=e=al __ __,_(N_/_S),__ __ P_al_o_m_ar_A_irp_,__01 _ ____,(E .... /W)--'--'-'-- SCENARIO: -=Y:...:ce:=ar..:;2:.::02::..:0'------~---=---------- COUNT DATE: PEAK HR: .;;;.AM=--------- SCENARIO: -=Y~e.;;..ar=2=02~0 ________________ _ COUNT DATE: PEAK HR: "'"P"-M'--------- ANALYST: AGENC) carlsbad ANALYST: AGENC' carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME V/C NB Left 1 1800 280 280 0.16 NB Left 1 1800 21 21 0.01 NB Thru 3 6000 1378 1378 0.23 * NBThru 3 6000 665 665 0.11 * NB Right 2 3600 705 705 0.20 NB Right 2 3600 296 296 0.08 SB Left 2 3600 780 780 0.22 * SB Left 2 3600 746 746 0.21 * SB Thru 3 6000 779 779 0.13 SBThru 3 6000 1337 1337 0.22 SB Right 1 1800 415 415 0.23 SB Right 1 1800 118 118 0,07 EB Left 2 3600 187 187 0.05 * EB Left 2 3600 327 327 0.09 EB Thru 3 5800 689 696 0.12 EBThru 3 5800 968 1165 0.20 * EB Right 0 0 7 0 0.00 EB Right 0 0 197 0 0.00 WB Left 2 3600 589 589 0.16 WBLeft 2 3600 857 857 0.24 * WBThru 3 6000 892 892 0.15 WBThru 3 6000 618 618 0.10 WB Right 2 3600 969 969 0.27 * WBRight 2 3600 915 915 0.25 NORTH/SOUTH CRITICAL SUMS 0.45 NORTH/SOUTH CRITICAL SUMS 0.32 -EAST/WEST CRITICAL SUMS 0.32 EAST/WEST CRITICAL SUMS 0.44 -SUM OF CRITICAL V/C RATIO 0.77 SUM OF CRITICAL VIC RATIO 0.76 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION CTCU) 0.87 INTERSECTION CAPACITY UTILIZATION (ICU) 0.86 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum V/C VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: -=E;;:..l C..::.am=in:;;;o:...:R=ec:;;al:...-_ ___,(N_/_S.,_) ___ P_al_om_ar_Ai_·rp_._ort __ ..,_(E_/W)_.,__ SCENARIO: ~Y~e=ar~2=02~0~+~P~r=oj~ec=t _____________ _ INTERSECTION: "'""E_l C.c..;am=in=o-"R=e=al __ ___,_(N_/_S,_) ___ P_al_o_m.;..ar_A_i...crp~ox"--___,(::cE/W)--'-'-"- SCENARIO: Year 2020 + Project COUNT DATE: PEAKHR:_AM_;c_ ______ _ COUNTDATE: PEAK HR: -"-P.c..M;..._ ______ _ ANALYST: AGENC'l carlsbad ANALYST: AGENC' carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME V/C NB Left 1 1800 280 280 0.16 NB Left 1 1800 21 21 0.01 NB Thru 3 6000 1385 1385 0.23 * NBThru 3 6000 678 678 0.11 * NB Right 2 3600 705 705 0.20 NB Right 2 3600 296 296 0.08 SB Left 2 3600 780 780 0.22 * SB Left 2 3600 746 746 0.21 * SB Thru 3 6000 785 785 0.13 SBThru 3 6000 1344 1344 0.22 SB Right 1 1800 430 430 0.24 SB Right 1 1800 126 126 0.◊7 EB Left 2 3600 199 199 0.06 * EB Left 2 3600 348 348 0.10 EB Thru 3 5800 689 696 0.12 EBThru 3 5800 968 1165 0.20 * EB Right 0 0 7 0 0.00 EB Right 0 0 197 0 0.00 WBLeft 2 3600 589 589 0.16 WBLeft 2 3600 857 857 0.24 * WBThru 3 6000 892 892 0.15 WBThru 3 6000 618 618 0.10 WBRight 2 3600 977 977 0.27 * WBRight 2 3600 929 929 0.26 NORTH/SOUTH CRITICAL SUMS 0.45 NORTH/SOUTH CRITICAL SUMS 0.32 EAST/WEST CRITICAL SUMS 0.33 EAST/WEST CRITICAL SUMS 0.44 SUM OF CRITICAL VIC RATIO 0.78 SUM OF CRITICAL VIC RATIO 0.76 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.88 INTERSECTION CAPACITY UTILIZATION (ICU) 0.86 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum V/C VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/31/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: _E_l F_u_ert_e ____ ~(N_/_S~) ___ F_ar_a_da~y ____ ~(E_/W)~-INTERSECTION: _E_l F_u_e_rte ____ ~(N_/_S~) ___ F_ar_a_d_.ay ____ (,__E_/W)--'-_ SCENARIO: _S_ho_rt_T_e_nn~(2_0_05~) ______________ _ COUNT DATE: PEAKHR:-"-AM=-------- ANALYST: AGENC1 carlsbad SCENARIO : Short Tenn (2005) COUNT DATE: ---~-~--P-E_AK_HR_:_P_M _______ _ ANALYST: ___ A_G_EN_C_'_c_ar-ls-ba_d __ MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0 0.00 NB Left 0 0 0 0 0.00 NBThru 1 2000 12 12 0.01 NBThru 1 2000 4 4 0.00 NB Right 2 3600 878 878 0.24 * NB Right 2 3600 744 744 0.21 * SB Left 1 1800 4 4 0.00 * SB Left 1 1800 9 9 0.01 SB Thru 1 2000 5 5 0.00 SB Thru 1 2000 10 10 0.01 * SB Right 0 0 0 0 0.00 SB Right 0 0 0 0 0.00 EB Left 0 0 0 0 0.00 EB Left 0 0 0 0 0.00 EBThru 0 0 0 0 0.00 * EB Thru 0 0 0 0 0.00 * EB Right 0 0 0 0 0.00 EB Right 0 0 0 0 0.00 WBLeft 2 3600 538 538 0.15 * WBLeft 2 3600 767 767 0.21 * WBThru 0 0 0 0 0.00 WBThru 0 0 0 0 0.00 WB Right 1 1800 10 10 0.01 WBRight I 1800 3 3 0.00 NORTH/SOUTH CRITICAL SUMS 0.24 NORTH/SOUTH CRITICAL SUMS 0.22 EAST/WEST CRITICAL SUMS 0.15 EAST/WEST CRITICAL SUMS 0.21 SUM OF CRITICAL VIC RATIO 0.39 SUM OF CRITICAL V/C RATIO 0.43 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION GCU) 0.49 INTERSECTION CAPACITY UTILIZATION acm 0.53 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum V/C V/C A 0-<= A 0-<= B .61 -<= B .61-<= C .71 -<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: El Fuerte (N/S) Faraday (E/W) INTERSECTION: El Fuerte (N/S) Faraday (E/W) SCENARIO: Short Term (2005) + Project SCENARIO : Short Term (2005) + Project COUNT DATE: PEAK HR: ""'AM;;;;.;..:;_ ______ _ COUNTDATE: _______ PEAKHR:_P_M _______ _ ANALYST: AGENC'\ carlsbad ANALYST: ......_______ AGENC' carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK. MOVEMENT NO.of CAPACITY PMPEAK. ADJUSTED PMPEAK. LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0 0.00 NB Left 0 0 0 0 0.00 NBThru 1 2000 12 12 0.01 NBThru 1 2000 4 4 0.00 NB Right 2 3600 878 878 0.24 * NB Right 2 3600 744 744 0.21 * SB Left 1 1800 4 4 0.00 * SB Left 1 1800 9 9 O.Dl SBThru 1 2000 5 5 0.00 SB Thru 1 2000 10 10 0.01 * SB Right 0 0 0 0 0.00 SB Right 0 0 0 0 0.00 EB Left 0 0 0 0 0.00 EB Left 0 0 0 0 0.00 EBThru 0 0 0 0 0.00 * EBThru 0 0 0 0 0.00 * EB Right 0 0 0 0 0.00 EB Right 0 0 0 0 0.00 WBLeft 2 3600 538 538 0.15 * WBLeft 2 3600 767 767 0.21 * WBThru 0 0 0 0 0.00 WBThru 0 0 0 0 0.00 WBRight 1 1800 10 10 0.01 WBRight 1 1800 3 3 0.00 NORTH/SOUTH CRITICAL SUMS 0.24 NORTH/SOUTH CRITICAL SUMS 0.22 EAST/WEST CRITICAL SUMS 0.15 EAST/WEST CRITICAL SUMS 0.21 SUM OF CRITICAL VIC RATIO 0.39 SUM OF CRITICAL V/C RATIO 0.43 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.49 INTERSECTION CAPACITY UTILIZATION (ICU) 0.53 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum V/C VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: _E_l F_u_ert_e ____ ___,(N_/_S~) ___ F_ar_a_da ..... y ____ ~(E_/W)_..._ SCENARIO: _Y_ear_2_02_0 ________________ _ INTERSECTION: El Fuerte (N/S) Faraday (E/W) SCENARIO: ~Y_e_ar_2-02_0 ____ __,_--"------"------=...:..:....!.- COUNT DATE: PEAK HR: AM COUNTDATE: PEAK.HR: PM ANALYST: ___ A_G_EN_C_)_car-1-sb-ad--ANALYST: __ A_G_EN_C __ '_c_ar-lsb_a_d __ MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 172 172 0.10 NB Left 1 1800 113 113 0.06 * NBThru 0 0 14 0 0.00 NBThru 0 0 5 0 0.00 NB Right 2 3800 389 403 0.11 * NB Right 2 3800 117 122 0.03 SB Left 1 1800 7 7 0.00 SB Left 1 1800 11 11 O.Ql SB Thru 0 0 5 0 0.00 * SBThru 0 0 15 0 0.00 * SB Right 1 1800 6 11 O.ol SB Right 1 1800 11 26 0.01 EB Left 1 1800 15 15 O.ol EB Left 1 1800 5 5 0.00 EBThru 2 3800 1210 1300 0.34 * EBThru 2 3800 429 532 0.14 * EB Right 0 0 90 0 0.00 EB Right 0 0 103 0 0.00 WB Left 1 1800 228 228 0.13 * WBLeft 1 1800 661 661 0.37 * WBThru 2 3800 986 1002 0.26 WBThru 2 3800 777 783 0.21 WBRight 0 0 16 0 0.00 WBRight 0 0 6 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.11 NORTH/SOUTH CRITICAL SUMS 0,07 EAST/WEST CRITICAL SUMS 0.47 EAST/WEST CRITICAL SUMS 0.51 SUM OF CRITICAL V/C RATIO 0.58 SUM OF CRITICAL VIC RATIO 0.58 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION QCU) 0.68 INTERSECTION CAPACITY UTILIZATION (ICU) 0.68 LEVEL OF SERVICE (LOS) B LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum V/C V/C A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/31/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: _E_l F_u_e_rte ____ ~(N~/S~) ___ F_ar_a_da~y ____ ~(E/W)-~ SCENARIO : Year 2020 + Project INTERSECTION: El Fuerte (N/S) Faraday (E/W) -=---=--:-:-:c---:--_,__-'--____ _,__ ___ --""'-'-'-'-- S C EN ARIO : Year 2020 + Project COUNT DATE: PEAK HR: ..;;.AM;;c.;..:c. _______ _ COUNTDATE: PEAK HR: PM ---------ANALYST: AGENC'i carlsbad ANALYST: AGENC" carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME V/C NB Left 1 1800 172 172 0.10 NB Left 1 1800 113 113 0.06 * NB Thru 0 0 14 0 0.00 NBThru 0 0 5 0 0.00 NB Right 2 3800 389 403 0.11 * NB Right 2 3800 117 122 0.Q3 SB Left 1 1800 7 7 0.00 SB Left 1 1800 11 11 0.Ql SB Thru 0 0 5 0 0.00 * SB Thru 0 0 15 0 0.00 * SB Right 1 1800 6 11 0.01 SB Right 1 1800 11 26 0.01 EB Left 1 1800 15 15 0.01 EB Left 1 1800 5 5 0.00 EB Thru 2 3800 1213 1310 0.34 * EBThru 2 3800 435 548 0.14 * EB Right 0 0 97 0 0.00 EB Right 0 0 113 0 0.00 WB Left 1 1800 228 228 0.13 * WBLeft 1 1800 661 661 0.37 * WBThru 2 3800 989 1005 0.26 WBThru 2 3800 782 788 0.21 WBRight 0 0 16 0 0.00 WBRight 0 0 6 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.11 NORTH/SOUTH CRITICAL SUMS 0.Q7 EAST/WEST CRITICAL SUMS 0.47 EAST/WEST CRITICAL SUMS 0.51 SUM OF CRITICAL V/C RATIO 0.58 SUM OF CRITICAL VIC RATIO 0.58 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.68 INTERSECTION CAPACITY UTILIZATION (ICU) 0.68 LEVEL OF SERVICE (LOS) B LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum V/C VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/31/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: _E_l F_u_e-'-rte'--___ _,(N_/_S~) ___ P_al_om_ar_A_irp~ort __ ~(E_/W)_,__ SCENARIO: _E_x1_·st_in_..g'--------------------- COUNT DATE: PEAK HR: .;;.;AM==--------- INTERSECTION: El Fuerte (N/S) Palomar Airpor (J:,/W) -=--:-:------...,__-'--------'-----'=...;..;..,.-SCENARIO: _E_xi_stin_· -g _________________ _ COUNT DATE: PEAKHR: PM ---------ANALYST: AGENC'i carlsbad ANALYST: AGENC' carlsbad MOVEMENT NO.of CAPACITY AM PEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME V/C NB Left 0 0 1 1 0.00 NB Left 0 0 0 0 0.00 NBThru 1 2000 0 0 0.00 * NBThru 1 2000 0 1 0.00 * NB Right 0 0 0 0 0.00 NB Right 0 0 1 0 0.00 SB Left 2 3600 45 45 O.Dl * SB Left 2 3600 368 368 0.10 * SB Thru 0 0 0 0 0.00 SBThru 0 0 0 0 0.00 SB Right 1 1800 32 32 0.02 SB Right 1 1800 116 116 0.06 EB Left 2 3600 439 439 0.12 * EB Left 2 3600 92 92 0.03 EB Thru 3 5800 875 876 0.15 EBThru 3 5800 2022 2023 0.35 * EB Right 0 0 1 0 0.00 EB Right 0 0 1 0 0.00 WB Left 1 1800 2 2 0.00 WBLeft 1 1800 27 27 0.02 * WBThru 3 5800 2701 2971 0.51 * WBThru 3 5800 1612 1653 0.29 WBRight 0 0 270 0 0.00 WBRight 0 0 41 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.02 NORTH/SOUTH CRITICAL SUMS 0.10 EAST/WEST CRITICAL SUMS 0.63 EAST/WEST CRITICAL SUMS 0.37 SUM OF CRITICAL V/C RATIO 0.65 SUM OF CRITICAL VIC RATIO 0.47 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.75 INTERSECTION CAPACITY UTILIZATION (ICU) 0.57 LEVEL OF SERVICE (LOS) C LEVEL OF SERVICE <LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: .;c:Ec;.;l F;;...;u:..;.e:..;.rte.:.-___ __,(N_/'--S,__) __ ....;;P_al..co...cmc...arc..-Airp_·_._oit __ ..,_(E/W)_.,__ INTERSECTION: _E_I F_u_e_rte ____ ~(N~/S~) ___ P_al_o_m_ar_A_i_,rp .... o_r __ (E...._/W)-"-_ SCENARIO: .;c:E=x=-istin:=. ;:.ag,_+"""P..;;..ro"'"je""c-'-t ______________ _ SCENARIO: _E_x_istin_._g~+_P_ro~je_c_t ______________ _ COUNTDATE: ANALYST: PEAK HR: .:.AM=-------- AGENC'l carlsbad COUNT DATE: PEAK HR: PM ANALYST: ___ A_G_EN_C.-c-ar-ls-ba_d __ MOVEMENT NO.of CAPACITY AMPEAK. ADJUSTED AMPEAK. MOVEMENT NO.of CAPACITY PMPEAK. ADJUSTED PMPEAK. LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME VIC NB Left 0 0 1 1 0.00 NB Left 0 0 0 0 0.00 NBThru 1 2000 0 0 0.00 * NBTbru 1 2000 0 1 0.00 * NB Right 0 0 0 0 0.00 NBRieht 0 0 1 0 0.00 SB Left 2 3600 45 45 O.Ql * SB Left 2 3600 368 368 0.10 * SBThru 0 0 0 0 0.00 SBThru 0 0 0 0 0.00 SB Right 1 1800 32 32 O.Q2 SBRil!ht 1 1800 116 116 0.06 EB Left 2 3600 439 439 0.12 * EB Left 2 3600 92 92 0.03 EBThru 3 5800 884 885 0.15 EBTbru 3 5800 2035 2036 0.35 * EB Right 0 0 1 0 0.00 EB Right 0 0 1 0 0.00 WBLeft 1 1800 2 2 0.00 WBLeft 1 1800 27 27 0.02 * WBThru 3 5800 2712 2982 0.51 * WBThru 3 5800 1631 1672 0.29 WBRight 0 0 270 0 0.00 WB Ril!ht 0 0 41 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.02 NORTH/SOUTH CRITICAL SUMS 0.10 EAST/WEST CRITICAL SUMS 0.63 EAST/WEST CRITICAL SUMS 0.37 SUM OF CRITICAL VIC RATIO 0.65 SUM OF CRITICAL VIC RATIO 0.47 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION <ICU) 0.75 INTERSECTION CAPACITY UTILIZATION acu) 0.57 LEVEL OF SERVICE (LOS) C LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 ------------------- Project#: O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION: El Fuerte (N/S) Palomar Airport (FJW) SCENARIO: Short Term (2005) COUNT DATE: PEAKHR: AM ---------ANALYST: AGENC'.i carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK LANES (1) HOUR VOLUME VIC NB Left 2 3600 70 70 0.02 * NB Thru 1 2000 391 402 0.20 NB Ril!;ht 0 0 11 0 0.00 SB Left 2 3600 54 54 0.02 SB Thru 1 2000 411 411 0.21 * SB Right 1 1800 93 93 0.05 EB Left 2 3600 647 647 0.18 * EB Thru 3 6000 1515 1515 0.25 EB Right 1 1800 15 15 0.01 WBLeft 2 3600 354 354 0.10 WBThru 3 5800 1978 2182 0.38 * WBRight 0 0 204 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.23 EAST/WEST CRITICAL SUMS 0.56 SUM OF CRITICAL V/C RATIO 0.79 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.89 LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum V/C A 0-<= B .61-<= C .71 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= F >I.0 INTERSECTION CAPACITY UTILIZATION INTERSECTION: El Fuerte (N/S) Palomar Airpor (E/W) SCENARIO: Short Term (2005) COUNTDATE: ANALYST: PEAK HR: .;;.P.;;..M"------------ AGENC' carlsbad MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK. LANES (1) HOUR VOLUME V/C NB Left 2 3600 81 81 0.02 * NBThru 1 2000 215 260 0.13 NB Right 0 0 45 0 0.00 SB Left 2 3600 98 98 0.03 SBThru 1 2000 611 611 0.31 * SB Right 1 1800 303 303 0.17 EB Left 2 3600 391 391 0.11 * EBThru 3 6000 1540 1540 0.26 EB Right 1 1800 226 226 0.13 WBLeft 2 3600 342 342 0.10 WBThru 3 5800 1413 1454 0.25 * WBRight 0 0 41 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.33 EAST/WEST CRITICAL SUMS 0.36 SUM OF CRITICAL VIC RATIO 0.69 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.79 LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum VIC A 0-<= B .61-<= C .71-<= * Denotes Critical Movements D .81 -<= E .91 -<= F >1.0 6/1/01 (> Q.:) 0 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: El Fuerte (N/S) Palomar Airport (E/W) INTERSECTION: El Fuerte (N/S) Palomar Airpor Cr,/W) SCENARIO: Short Term (2005) + Project SCENARIO: Short Term (2005) + Project . COUNT DATE: PEAK HR:-=-AM==--------COUNT DATE: PEAKHR: PM ---------ANALYST: AGENC'J carlsbad ANALYST: AGENC' carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME VIC NB Left 2 3600 70 70 0.02 * NB Left 2 3600 81 81 0.02 * NBThru 1 2000 391 402 0.20 NB Thru 1 2000 215 260 0.13 NBRilrllt 0 0 11 0 0.00 NB Right 0 0 45 0 0.00 SB Left 2 3600 54 54 0.02 SB Left 2 3600 98 98 0.03 SBThru 1 2000 411 411 0.21 * SBThru 1 2000 611 611 0.31 * SB Right 1 1800 93 93 0.05 SB Ril!ht 1 1800 303 303 0.17 EB Left 2 3600 647 647 0.18 * EB Left 2 3600 391 391 0.11 * EBThru 3 6000 1524 1524 0.25 EBThru 3 6000 1553 1553 0.26 EB Right 1 1800 15 15 0.01 EB Right 1 1800 226 226 0.13 WBLeft 2 3600 354 354 0.10 WBLeft 2 3600 342 342 0.10 WBThru 3 5800 1989 2193 0.38 * WBThru 3 5800 1413 1454 0.25 * WBRight 0 0 204 0 0.00 WBRight 0 0 41 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.23 NORTH/SOUTH CRITICAL SUMS 0.33 EAST/WEST CRITICAL SUMS 0.56 EAST/WEST CRITICAL SUMS 0.36 SUM OF CRITICAL VIC RATIO 0.79 SUM OF CRITICAL V/C RATIO 0.69 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.89 INTERSECTION CAPACITY UTILIZATION (ICU) 0.79 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum VIC V/C A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 6/1/01 ------------------ Project#: O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTil..IZATION INTERSECTION: -=E;:..;1 F:...;u;;;;;.ert:..:;;e'-------"-(N...;./.;;.,S)'--__ Pal_o;...m_ar_Airp_'_._o_rt _ __,_(FJW)_.__ SCENARIO: --=Yc..:.e;;;;;ar..;;;2..;;.;02:;.;;0 ________________ _ COUNTDATE: PEAKHR:"""AM_.;;.. ______ _ ANALYST: AGENC'i carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK LANES (1) HOUR VOLUME VIC NB Left 2 3600 346 346 0.10 NB Thru 1 2000 335 404 0.20 * NB Right 0 0 69 0 0.00 SB Left 2 3600 122 122 0,03 * SBThru 1 2000 76 76 0.04 SB Right 1 1800 96 96 0.05 EB Left 2 3600 455 455 0.13 * EBThru 3 6000 1773 1773 0.30 EB Right 1 1800 76 76 0.04 WBLeft 2 3600 278 278 0.08 WBThru 3 5800 1869 2078 0.36 * WBRight 0 0 209 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.23 EAST/WEST CRITICAL SUMS 0.49 SUM OF CRITICAL V/C RATIO 0.72 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAP:ACITY UTILIZATION CTCU) 0.82 LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum V/C A 0-<= B .61 -<= C .71-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91 -<= F >1.0 INTERSECTION CAPACITY UTILIZATION INTERSECTION: El Fuerte (N/S) Palomar Airpor (E/W) SCENARIO: 7y=-"ear==2'=02:-70 ____ ,::.,;;.;::.,_ _ __;:....:::..:=::...:;.::==------la:::....:.;~- COUNT DATE: ANALYST: MOVEMENT NO.of CAPACITY LANES 0) NB Left 2 3600 NBThru 1 2000 NB Right 0 0 SB Left 2 3600 SBThru 1 2000 SB Right l 1800 EB Left 2 3600 EBThru 3 6000 EB Right 1 1800 WBLeft 2 3600 WBThru 3 5800 WBRight 0 0 NORTH/SOUTH CRITICAL SUMS EAST/WEST CRITICAL SUMS SUM OF CRITICAL VIC RATIO ADJUSTMENT FOR LOST TIME PEAK.HR: PM --A.,..G::-:EN=c:-:-·-car--:1--,sb-ad-- PMPEAK ADJUSTED PM PEAK HOUR VOLUME V/C 92 92 0,03 * 49 117 0.06 68 0 0.00 267 267 0,07 368 368 0.18 381 381 0.21 * 92 92 0.03 1414 1414 0.24 * 411 411 0.23 348 348 0.10 * 1537 1694 0.29 157 0 0.00 0.24 0.34 0.58 0.10 INTERSECTION CAPACITY UTILIZATION CTCU) 0.68 LEVEL OF SERVICE <LOS) B NOTES: LOS Maximum VIC A 0-<= B .61 -<= C .71-<= * Denotes Critical Movements D .81 -<= E .91-<= F >1.0 6/1/01 - -------.. -----------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: .;:;;;E""l F;..:uc;:;;ert'""e'--___ _,_(N_I ..... S)'---__ P_al_o_m_ar_Airp_'....__ort __ .,_(FJW)~.___ SCENARIO: _Y~earc;:;;.;:;;;2~02_0_+_P~ro~je~c~t _____________ _ INTERSECTION: _E_l F_u_ert_e ____ ~(N_/S_.) ___ Pal_o_m_ar_Ai_,'rp._o_r _ _,(E/W) _____ __,___ SCENARIO: Year 2020 + Project COUNTDATE: PEAK HR: AM COUNTDATE: PEAK HR: PM ANALYST: ---------AGENC) carlsbad ANALYST: ---------AGENC' carlsbad MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME V/C NB Left 2 3600 346 346 0.10 NB Left 2 3600 92 92 0.03 * NBThru 1 2000 335 404 0.20"' NBThru 1 2000 49 117 0.06 NB Right 0 0 69 0 0.00 NB Right 0 0 68 0 0.00 SB Left 2 3600 129 129 0.04"' SB Left 2 3600 277 277 0.08 SBThru 1 2000 76 76 0.04 SBThru 1 2000 368 368 0.18 SB Right 1 1800 96 96 0.05 SB Right 1 1800 381 381 0.21 * EB Left 2 3600 455 455 0.13 * EB Left 2 3600 92 92 0.03 EBThru 3 6000 1773 1773 0.30 EBThru 3 6000 1414 1414 0.24 * EB Right 1 1800 76 76 0.04 EB Right 1 1800 411 411 0.23 WBLeft 2 3600 278 278 0.08 WBLeft 2 3600 348 348 0.10"' WBThru 3 5800 1877 2086 0.36"' WBThru 3 5800 1551 1708 0.29 WB Right 0 0 209 0 0.00 WBRight 0 0 157 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.24 NORTH/SOUTH CRITICAL SUMS 0.24 EAST/WEST CRITICAL SUMS 0.49 EAST/WEST CRITICAL SUMS 0.34 SUM OF CRITICAL V/C RATIO 0.73 SUM OF CRITICAL V/C RATIO 0.58 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.83 INTERSECTION CAPACITY UTILIZATION (ICU) 0.68 LEVEL OF SERVICE <LOS) D LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC V/C A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71 • <= • Denotes Critical Movements D .81-<= • Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 6/1/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: _M_e_lr_os_e ____ ~(N_/_S~) ___ F_ar_a_da~y ____ ~(E_/W)~-INTERSECTION: _M_e_lr_os_e ____ ~(N_/_S~) ___ F_ar_a_da__,,y ___ __,(,_E_/W)_,__ SCENARIO: _E_x1_·st_in_g _________________ _ SCENARIO: _E_xt_'stin_' _g _________________ _ COUNT DATE: PEAK.HR: AM COUNT DATE: PEAK HR: PM ---------AN ALYS T: AGENCY __ : ___ _ ANALYST: __ A_G_EN_C-,---------- MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME VIC NB Left 1 1800 1 1 0.00 NB Left 1 1800 0 0 0.00 NB Thru 3 5800 14 19 0.00 * NB Thru 3 5800 146 150 0.03 * NB Right 0 0 5 0 0.00 NB Right 0 0 4 0 0.00 SB Left 1 1800 250 250 0.14 * SB Left 1 1800 67 67 0.04 * SB Thru 3 5800 163 165 0.03 SBThru 3 5800 22 26 0.00 SB Right 0 0 2 0 0.00 SB Right 0 0 4 0 0.00 EB Left 1 1800 4 4 0.00 * EB Left 1 1800 3 3 0.00 * EB Thru 2 4000 27 27 0.01 EBThru 2 4000 5 5 0.00 EB Right 0 0 0 0 0.00 EB Right 0 0 0 0 0.00 WBLeft 1 1800 4 4 0.00 WBLeft 1 1800 3 3 0.00 WBThru 2 3800 2 31 0.01 * WBThru 2 3800 23 340 0.09 * WBRight 0 0 29 0 0.00 WBRight 0 0 317 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.14 NORTH/SOUTH CRITICAL SUMS 0.07 EAST/WEST CRITICAL SUMS 0.01 EAST/WEST CRITICAL SUMS 0.09 SUM OF CRITICAL V/C RATIO 0.15 SUM OF CRITICAL VIC RATIO 0.16 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.25 INTERSECTION CAPACITY UTILIZATION (ICU) 0.26 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum V/C VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= * * extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: -'-M=e __ lr--os_e ____ __,_(N_/_S,__) ___ F_ar_ad_a_._y ____ .,_(E_/W)-'-- SCENARIO: -"E=x1_·stm_· ..,.g_+...;.P_ro"'"je--c_t ______________ _ COUNT DATE: PEAKHR: AM INTERSECTION: __ M_e,....lr--os...;;..e ______ __,_(N_/_S.,_) ___ F_ar_a_d_.ay ___ --'(E,_/W)'-'--'_ SCENARIO : Existing + Project COUNTDATE: -------""-'-------::cPE=-AK-:-:::-HR:c-=--: P_M _______ _ ANALYST: ---------AGENCY: ANALYST: __ A_G_EN_C-.-------------- MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME V/C NB Left I 1800 I I 0.00 NB Left 1 1800 0 0 0.00 NBThru 3 5800 14 19 0.00 * NBThru 3 5800 146 150 0.03 * NB Right 0 0 5 0 0.00 NB Right 0 0 4 0 0.00 SB Left 1 1800 250 250 0.14 * SB Left 1 1800 67 67 0.04 * SB Thru 3 5800 163 165 0.03 SB Thru 3 5800 22 26 0.00 SB Right 0 0 2 0 0.00 SB Right 0 0 4 0 0.00 EB Left 1 1800 4 4 0.00 * EB Left 1 1800 3 3 0.00 * EB Thru 2 4000 27 27 0.01 EBThru 2 4000 5 5 0.00 EB Right 0 0 0 0 0.00 EB Right 0 0 0 0 0.00 WB Left 1 1800 4 4 0.00 WBLeft 1 1800 3 3 0.00 WBThru 2 3800 2 31 0.01 * WBThru 2 3800 23 340 0.09 * WB Right 0 0 29 0 0.00 WBRight 0 0 317 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.14 NORTH/SOUTH CRITICAL SUMS 0.07 EAST/WEST CRITICAL SUMS 0.01 EAST/WEST CRITICAL SUMS 0.09 SUM OF CRITICAL V/C RATIO 0.15 SUM OF CRITICAL VIC RATIO 0.16 ADWSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.25 INTERSECTION CAPACITY UTILIZATION (ICU) 0.26 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC V/C A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >LO Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Melrose (N/S) Faraday INTERSECTION: _M_e_lr_os_e ____ ____,(N_/_S.,_) ___ F_ar_a_da ..... y ___ ___,(~E/W)---'-'-_ SCENARIO: Short Tenn (2005) SCENARIO: _S_ho_rt_T_e_nn~(2_00_5.,_) ______________ _ COUNT DATE: PEAKHR: AM COUNT DATE: PEAK.HR: PM ------------------ANALYST: AGENCY: ANALYST: AGENC' ---------- MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 93 93 0.05 * NB Left 1 1800 49 49 0.03 * NBThru 3 5800 1680 1932 0.33 NBThru 3 5800 1366 1444 0.25 NB Right 0 0 252 0 0.00 NB Right 0 0 78 0 0.00 SB Left 1 1800 0 0 0.00 SB Left 1 1800 25 25 0.01 SBThru 3 5800 1616 2074 0.36 * SB Thru 3 5800 1189 1597 0.28 * SB Right 0 0 458 0 0.00 SB Right 0 0 408 0 0.00 EB Left 2 3600 563 563 0.16 EB Left 2 3600 883 883 0.25 * EBThru 1 2000 141 283 0.14 * EBThru 1 2000 142 202 0.10 EB Right 0 0 142 0 0.00 EB Right 0 0 60 0 0.00 WBLeft 1 1800 324 324 0.18 * WBLeft 1 1800 447 447 0.25 WBThru 2 3800 382 461 0.12 WBThru 2 3800 296 702 0.18 * WBRight 0 0 79 0 0.00 WBRight 0 0 406 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.41 NORTH/SOUTH CRITICAL SUMS 0.31 EAST/WEST CRITICAL SUMS 0.32 EAST/WEST CRITICAL SUMS 0.43 SUM OF CRITICAL VIC RATIO 0.73 SUM OF CRITICAL V/C RATIO 0.74 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.83 INTERSECTION CAPACITY UTILIZATION (ICU) 0.84 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum VIC V/C A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Melrose (N/S) Faraday (E/W) INTERSECTION: Melrose (N/S) Faraday (E/W) SCENARIO: Short Term (2005) + Project SCENARIO: Short Term (2005) + Project COUNT DATE: ANALYST: PEAK HR: .;;..;AM;;;,;.;;;._ ______ _ AGENCY: COUNT DATE: ANALYST: PEAK.HR: PM __ A_G_EN_C ______ _ --------- MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME V/C NB Left 1 1800 93 93 0.05 * NB Left 1 1800 49 49 0.03 * NB Thru 3 5800 1682 1934 0.33 NBThru 3 5800 1369 1447 0.25 NB Right 0 0 252 0 0.00 NB Right 0 0 78 0 0.00 SB Left 1 1800 0 0 0.00 SB Left 1 1800 25 25 0.01 SB Thru 3 5800 1619 2077 0.36 * SBThru 3 5800 1193 1601 0.28 * SB Right 0 0 458 0 0.00 SB Right 0 0 408 0 0.00 EB Left 2 3600 563 563 0.16 EB Left 2 3600 883 883 0.25 * EB Thru 1 2000 141 283 0.14 * EBThru 1 2000 142 202 0.10 EB Right 0 0 142 0 0.00 EB Right 0 0 60 0 0.00 WBLeft 1 1800 324 324 0.18 * WBLeft 1 1800 447 447 0.25 WBThru 2 3800 382 461 0.12 WBThru 2 3800 296 702 0.18 * WBRight 0 0 79 0 0.00 WBRight 0 0 406 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.41 NORTH/SOUTH CRITICAL SUMS 0.31 EAST/WEST CRITICAL SUMS 0.32 EAST/WEST CRITICAL SUMS 0.43 SUM OF CRITICAL V/C RATIO 0.73 SUM OF CRITICAL VIC RATIO 0.74 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.83 INTERSECTION CAPACITY UTILIZATION (ICU) 0.84 LEVEL OF SERVICE <LOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum V/C V/C A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91 -<= E .91 -<= F >I.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: _M_e ___ lr_os_e ____ ---'(N.__/S~) ___ F_ar_a_da~y ____ ~(E_/W) __ SCENARIO: Year 2020 INTERSECTION: Melrose (N/S) Faraday (E/W) SCENARIO: _Y_e_ar_2_02-0----~~----~---~--'----------------------COUNT DATE: PEAK.HR: AM COUNTDATE: PEAK.HR: PM ANALYST: ___ A_G_EN_C_Y ___ : ----ANALYST: ---------AGENC' --------- MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AM PEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME V/C NB Left 2 3600 400 400 0.11 * NB Left 2 3600 143 143 0.04 NBThru 3 6000 1416 1416 0.24 NBThru 3 6000 1412 1412 0.24 * NB Right 1 1800 550 550 0.31 NB Right 1 1800 111 111 0.06 SB Left 2 3600 176 176 0.05 SB Left 2 3600 91 91 0.03 * SBThru 3 6000 1307 1307 0.22 SBThru 3 6000 1290 1290 0.22 SB Right 1 1800 1074 821 0.46 * SB Right 1 1800 575 575 0.32 EB Left 2 3600 506 506 0.14 * EB Left 2 3600 767 767 0.21 * EBThru 2 4000 393 393 0.10 EBThru 2 4000 164 164 0.04 EB Right 1 1800 421 221 0.12 EB Right l 1800 383 383 0.21 WB Left 2 3600 lll 111 0.03 * WBLeft 2 3600 342 342 0.10 WBThru 2 4000 300 300 0.08 WBThru 2 4000 614 614 0.15 * WBRight 1 1800 45 45 0.03 WBRight 1 1800 300 300 0.17 NORTH/SOUTH CRITICAL SUMS 0.57 NORTH/SOUTH CRITICAL SUMS 0.36 EAST/WEST CRITICAL SUMS 0.22 EAST/WEST CRITICAL SUMS 0.38 SUM OF CRITICAL VIC RATIO 0.79 SUM OF CRITICAL V/C RATIO 0.74 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.89 INTERSECTION CAPACITY UTILIZATION (ICU) 0.84 LEVEL OF SERVICE CLOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum Right turn overlae reduction to SBR V/C V/C RigQt turn overlae reduction to EBR A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 5/31/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: -"-M=e=lr=os=e ____ __,(N~/S.,_) ___ F_ar_a_da"""y ____ ..,_(E_/W)--'-_ INTERSECTION: _M""'"'e"'"lr-'--os-'-e ____ ___.(N_/--'-S,_) ___ F_ar....ca.c...da ..... y ___ ___,(c:cE/W)...:.:..,'-- SCENARIO : Year 2020 + Project SCENARIO : Year 2020 + Project COUNT DATE: ANALYST: PEAKHR:_AM _______ _ AGENCY: COUNTDATE: ANALYST: PEAK HR: -'--P""'M'---A-G--EN---:C:-, ___ _ --------- MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AM PEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME VIC NB Left 2 3600 400 400 0.11 * NB Left 2 3600 143 143 0.04 * NBThru 3 6000 1416 1416 0.24 NB Thru 3 6000 1412 1412 0.24 NB Right 1 1800 550 550 0.31 NB Right 1 1800 111 111 0.06 SB Left 2 3600 176 176 0.05 SB Left 2 3600 91 91 0.03 SBThru 3 6000 1307 1307 0.22 SBThru 3 6000 1290 1290 0.22 SB Right 1 1800 1077 824 0.46 * SB Right 1 1800 580 580 0.32 * EB Left 2 3600 509 509 0.14 * EB Left 2 3600 773 773 0.21 * EB Thro 2 4000 393 393 0.10 EB Thru 2 4000 164 164 0.04 EB Right 1 1800 421 221 0.12 EB Right 1 1800 383 383 0.21 WBLeft 2 3600 111 111 0.03 WBLeft 2 3600 342 342 0.10 WBThru 2 4000 300 300 0.08 * WBThru 2 4000 614 614 0.15 WBRight 1 1800 45 45 0.03 WBRight 1 1800 300 300 0.17 * NORTH/SOUTH CRITICAL SUMS 0.57 NORTH/SOUTH CRITICAL SUMS 0.36 EAST/WEST CRITICAL SUMS 0.22 EAST/WEST CRITICAL SUMS 0.38 SUM OF CRITICAL V/C RATIO 0.79 SUM OF CRITICAL V/C RATIO 0.74 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.89 INTERSECTION CAPACITY UTILIZATION (ICU) 0.84 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum Right tum overla2 reduction to SBR VIC V/C Right tum overla2 reduction to EBR A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project#: 5/31/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: ..::;M..::;e:::lr..::;os::.::e _____ (N,c..c.;;/S;,;;) ___ Pal;,;;;.o;;.;;m;;c;ar.;.;._A"""irp.._o_rt __ ( ... E.;../W)~-INTERSECTION: ..;;.M.;;.;e:::lr..;;;.;os°"e ____ ___;(N,c..;;.;/S;,;;) __ _:;_P;c;al:.:.com:::ar:::..::;A.::irp:..i:..::;or:,____,.(E=/W)--'-'-''-- SCENARIO: ~E~x~ist:::in=------------------- COUNTDATE: PEAK HR: _AM ________ _ SCENARIO : Existing COUNT DATE: --"-=;;w.... ______ PE-AK--HR-: =P=M================ ANALYST: AGENCY: -----ANALYST: AG ENC' ___ _ MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME V/C LANES (I) HOUR VOLUME V/C NB Left 2 3600 185 185 0.05 NB Left 2 3600 95 95 0.03 NBThru 0 0 00 0.00 NBThru 0 0 0 0 0.00 NB Right 2 3600 240 240 0.07 * NB Right 2 3600 290 290 0.08 * SB Left 0 0 0 0 0.00 SB Left 0 0 0 0 0.00 SB Thru 0 0 0 0 0.00 SB Thru 0 0 0 0 0.00 SB Right 0 0 0 0 0.00 SB Right 0 0 0 0 0.00 EB Left 0 0 0 0 0.00 * EB Left 0 0 0 0 0.00 EBThru 3 5800 1035 1185 0.20 EBThru 3 5800 2660 2760 0.48 * EB Right 0 0 150 0 0.00 EB Right 0 0 JOO 0 0.00 WBLeft 2 3600 325 325 0.09 WBLeft 2 3600 165 165 0.05 * WBThru 2 4000 2700 2700 0.68 * WBThru 2 4000 1130 1130 0.28 WBRight 0 0 0 0 0.00 WBRight 0 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.07 NORTH/SOUTH CRITICAL SUMS 0.08 EAST/WEST CRITICAL SUMS 0.68 EAST/WEST CRITICAL SUMS 0.53 SUM OF CRITICAL V/C RATIO 0.75 SUM OF CRITICAL V/C RATIO 0.61 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.85 INTERSECTION CAPACITY UTILIZATION (ICU) 0.71 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum V/C V/C A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81-<= * * extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: .:.:M:::.:e:::lr"'os::.:ec.._ ____ (N:s:..;:,;/S::.1)c..__--=.P.:::alc:::om:::a=:r..:.A:::irp=ort..:.__.:.:(E::../W):..:..L_ INTERSECTION: .c.M:::;e;.;;;lr;.:;.os::.:ec..-____ .:c.(N..:../S;;;.,):...-_-=P..::al:::o:::m:::;ar:...::A..::i:.i:rp:..:co:...r _ __,(=E/W:..:..:.,)~ SCENARIO: ~E:::x::.:is:::tin~g~+~P:..:;r~oj'----------------- COUNTDATE: PEAK HR: ..:.AM;::.;.c.. _______ _ SCENARIO : Existing+ Proj COUNT DATE: .;;c;:.;;==--~"'-----P-E_AK_HR_:_P_M _______ _ ---------ANALYST: AGENCY-': ___ _ AN ALYS T: AGENC' ___ _ MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME V/C LANES (1) HOUR VOLUME V/C NB Left 2 3600 185 185 0.05 NB Left 2 3600 95 95 0.03 NBThru 0 0 0 0 0.00 NBThru 0 0 0 0 0.00 NB Right 2 3600 240 240 0.07 * NBRililit 2 3600 290 290 0.08 * SB Left 0 0 0 0 0.00 SB Left 0 0 0 0 0.00 SB Thru 0 0 0 0 0.00 SB Thru 0 0 0 0 0.00 SB Right 0 0 0 0 0.00 SB Right 0 0 0 0 0.00 EB Left 0 0 0 0 0.00 * EB Left 0 0 0 0 0.00 EBThru 3 5800 1044 1194 0.21 EBThru 3 5800 2673 2773 0.48 * EB Right 0 0 150 0 0.00 EB Right 0 0 100 0 0.00 WBLeft 2 3600 325 325 0.09 WBLeft 2 3600 165 165 0.05 * WBThru 2 4000 2711 2711 0.68 * WBThru 2 4000 1149 1149 0.29 WBRight 0 0 0 0 0.00 WBRight 0 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.07 NORTH/SOUTH CRITICAL SUMS 0.08 EAST/WEST CRITICAL SUMS 0.68 EAST/WEST CRITICAL SUMS 0.53 SUM OF CRITICAL V/C RATIO 0.75 SUM OF CRITICAL V /C RA TIO 0.61 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.85 INTERSECTION CAPACITY UTILIZATION (ICU) 0.71 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum V/C V/C A 0-<= A 0-<= B .61 -<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project#: 5/30/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Melrose (N/S) Palomar Airport (E/W) INTERSECTION: Melrose (N/S) Palomar Airpor (E/W) SCENARIO: Short Term (2005) SCENARIO: Short Term (2005) COUNTDATE: PEAK.HR: AM COUNTDATE: PEAK HR: PM -------------------ANALYST: AGENCY: ANALYST: AGENC' ---------- MOVEMENT NO.of CAPACITY AMPEAK. ADJUSTED AM PEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PMPEAK LANES (1) HOUR VOLUME V/C LANES (I) HOUR VOLUME V/C NB Left 2 3600 178 178 0.05 ~ NB Left 2 3600 84 84 0.02 * NBThru 3 6000 1282 1282 0.21 NBThru 3 6000 469 469 0,08 NB Right I 1800 862 397 0.22 ,,, NB Right 1 1800 182 182 0.10 SB Left 2 3600 22 22 0.01 1W SB Left 2 3600 70 70 0.02 SB Thru 3 6000 557 557 0.09 SBThru 3 6000 1216 1216 0.20 SB Right I 1800 1314 384 0.21 :¥:-SB Right 1 1800 828 410 0.23 * EB Left 2 3600 930 930 0.26 * EB Left 2 3600 835 835 0.23 EB Thru 3 6000 642 642 0.11 EBThru 3 6000 845 845 0.14 * EB Right 1 1800 56 56 0,03 EB Right 1 1800 166 166 0.09 WBLeft 2 3600 52 52 0.01 WBLeft 2 3600 934 934 0,26 * WBThru 3 6000 1332 1332 0.22 * WBThru 3 6000 918 918 0.15 WBRight 1 1800 89 89 0.05 WBRight 1 1800 34 34 0.02 NORTH/SOUTH CRITICAL SUMS 0.26 NORTH/SOUTH CRITICAL SUMS 0.25 EAST/WEST CRITICAL SUMS 0,48 EAST/WEST CRITICAL SUMS 0.40 SUM OF CRITICAL V/C RATIO 0.74 SUM OF CRITICAL V/C RATIO 0.65 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.84 INTERSECTION CAPACITY UTILIZATION (ICU) 0,75 -LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum Right tum overlag reduction to SBR and NBR V/C Right tum overlag reduction to SBR V/C A 0-<= A 0-<= B .61-<= B .61-<= C .71 -<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 6/11/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Melrose (N/S) Palomar Airport (E/W) INTERSECTION: Melrose (N/S) Palomar Airpor (E/W) SCENARIO : Short Tenn (2005) + Project SCENARIO : Short Tenn (2005) + Project COUNTDATE: _______ PEAKHR:_AM ________ _ COUNTDATE: _______ PEAKHR:-'-PMc...;;;_ ______ _ ANALYST: AGENCY: ANALYST: AGENC' ---------- MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK. MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PM PEAK LANES (I) HOUR VOLUME V/C LANES (1) HOUR VOLUME V/C NB Left 2 3600 178 178 0.05 * NB Left 2 3600 84 84 0.02 * NBThru 3 6000 1282 1282 0.21 NBThru 3 6000 469 469 0.08 NB Right 1 1800 862 396 0.22 NB Right 1 1800 182 182 0.10 SB Left 2 3600 22 22 0.01 SB Left 2 3600 70 70 0.02 SB Thru 3 6000 557 557 0.09 SB Thru 3 6000 1216 1216 0.20 SB Right 1 1800 1317 385 0.21 * SB Right 1 1800 828 410 0.23 * EB Left 2 3600 932 932 0.26 * EB Left 2 3600 835 835 0.23 EBThru 3 6000 649 649 0.11 EBThru 3 6000 845 845 0.14 * EB Right 1 1800 56 56 0.03 EB Right 1 1800 166 166 0.09 WBLeft 2 3600 52 52 0.Ql WBLeft 2 3600 934 934 0.26 * WBThru 3 6000 1340 1340 0.22 * WBThru 3 6000 918 918 0.15 WBRight 1 1800 89 89 0.05 WBRight 1 1800 34 34 0.02 NORTH/SOUTH CRITICAL SUMS 0.26 NORTH/SOUTH CRITICAL SUMS 0.25 EAST/WEST CRITICAL SUMS 0.48 EAST/WEST CRITICAL SUMS 0.40 SUM OF CRITICAL V /C RA TIO 0.74 SUM OF CRITICAL V/C RATIO 0.65 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.84 INTERSECTION CAPACITY UTILIZATION (ICU) 0.75 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum Right tum overlae reduction to SBR and NBR V/C RiB!lt tum overlae reduction to SBR V/C A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= * * extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project#: 6/11/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: ..:.M:.::e:::lr~os~e:..._ ____ .>:(N..::./::.S)'-----=-P.:::al.:::om:::ar:::....:..A:::irp:.c.o.:.:rt.:._._:s::(E::../W);..;..,.._ INTERSECTION: ..;;.M.;;;.;e'""lr"'-os;;.;;e ____ __;(Ns;....;../S--") __ .....;:.P..:.::alc.:.;om:::ar:::...;;.A:::irp=or'------"(E=/W...c..c...,.)_ SCENARIO: ~Y~e=ar~2=0~20:_ ________________ _ SCENARIO: _Y"""'e_ar_2""'"0_20'------------------- COUNT DATE: PEAK HR: .:.AM=--------COUNT DATE: PEAK HR: .;:;.P.;;_M:..._ ______ _ ANALYST: AGENCY-': ___ _ ANALYST: AGENC' ___ _ MOVEMENT NO.of CAPACITY AMPEAK ADJUSTED AMPEAK MOVEMENT NO.of CAPACITY PM PEAK ADJUSTED PM PEAK LANES (1) HOUR VOLUME V/C LANES (I) HOUR VOLUME V/C NB Left 2 3600 291 291 0.08 'J. NB Left 2 3600 150 ISO 0.04 * NBThru 4 8000 1728 1728 0.22 ,~ NBThru 4 8000 455 455 0.06 ** NB Right 1 1800 516 373 0.21 NBRieht 1 1800 89 89 0.05 SB Left 2 3600 326 326 0.09 :\I: SB Left 2 3600 386 386 0.11 SB Thru 3 6000 423 423 0.07 SB Thru 3 6000 1372 1372 0.23 SB Right 2 3600 896 115 0.03 ,,,,, SB RiJ!ht 2 3600 491 491 0.14 * EB Left 2 3600 781 781 0.22 * EB Left 2 3600 786 786 0.22 * EBThru 3 6000 1199 1199 0.20 EBThru 3 6000 1199 1199 0.20 EB Right I 1800 67 67 0.04 EB Right I 1800 375 375 0.21 WBLeft 2 3600 47 47 0.01 WBLeft 2 3600 701 701 0.19 WBThru 3 6000 1608 1608 0.27 * WBThru 3 6000 1376 1376 0.23 * WBRight 1 1800 334 334 0.19 WBRight 1 1800 93 93 0.05 NORTH/SOUTH CRITICAL SUMS 0.31 NORTH/SOUTH CRITICAL SUMS 0.27 EAST/WEST CRITICAL SUMS 0.49 EAST/WEST CRITICAL SUMS 0.45 SUM OF CRITICAL V/C RATIO 0.80 SUM OF CRITICAL V/C RATIO 0.72 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.90 INTERSECTION CAPACITY UTILIZATION (ICU) 0.82 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum Ri!l!!t tum overlaJ! reduction to SBR and NBR V/C V/C 120 taken off NB!!, diverted to Paseo Valinda A 0-<= A 0-<= because it was left off model B .61-<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81-<= * * extra wide shared lane E .91 • <= E .91-<= F >1.0 F >1.0 Project#: 6/1/01 -------------------O'Rourke Engineering Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Melrose (N/S) Palomar Airport (E/W) INTERSECTION: Melrose (N/S) Palomar Airpor (E/W) SCENARIO: Year 2020 + Project SCENARIO: Year 2020 + Project COUNT DATE: PEAK HR: AM COUNT DATE: PEAKHR: PM -------------------ANALYST: AGENCY_: ___ _ ANALYST: AGENC' ----- MOVEMENT NO.of CAPACITY AMPEAK ADWSTED AMPEAK MOVEMENT NO.of CAPACITY PMPEAK ADJUSTED PM PEAK LANES (I) HOUR VOLUME V/C LANES (I) HOUR VOLUME V/C NB Left 2 3600 291 291 0.08 NB Left 2 3600 150 150 0.04 * NBThru 4 8000 1728 1728 0.22 * NBThru 4 8000 455 455 0.06 ** NB Right 1 1800 516 373 0.21 NB Right 1 1800 89 89 0.05 SB Left 2 3600 326 326 0.09 * SB Left 2 3600 386 386 0.11 SBThru 3 6000 423 423 0,07 SB Thru 3 6000 1372 1372 0.23 SB Right 2 3600 896 115 0.03 SB Right 2 3600 491 491 0.14 * EB Left 2 3600 781 781 0.22 * EB Left 2 3600 786 786 0.22 * EBThru 3 6000 1206 1206 0.20 EB Thru 3 6000 1209 1209 0.20 EB Right 1 1800 67 67 0.04 EB Right 1 1800 375 375 0.21 WBLeft 2 3600 47 47 0.01 WBLeft 2 3600 701 701 0.19 WBThru 3 6000 1616 1616 0.27 * WBThru 3 6000 1390 1390 0.23 * WBRight 1 1800 334 334 0.19 WBRight 1 1800 93 93 0.05 NORTH/SOUTH CRITICAL SUMS 0.31 NORTH/SOUTH CRITICAL SUMS 0.27 EAST/WEST CRITICAL SUMS 0.49 EAST/WEST CRITICAL SUMS 0.45 SUM OF CRITICAL V/C RATIO 0.80 SUM OF CRITICAL V /C RA TIO 0.72 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.90 INTERSECTION CAPACITY UTILIZATION (ICU) 0.82 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum Ri!l!!t tum overlaJ! reduction to SBR and NBR V/C V/C 120 taken offNBg, diverted to Paseo Valinda A 0-<= A 0-<= because left off model B .61 -<= B .61 -<= C .71 -<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= * * extra wide shared lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 6/1/01