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Home My WebLink About; ; Traffic Monitoring Program; 2006-12-08• .. I .. GROWTH MANAGEMENT PLAN ~~OD& Traffic Monitoring Program? Prepared for: City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 .,, . (760) 602-2720 - ·_ :,, · Prepared by:_ ltDif'A· ENtmeANY Transportation Division December 8, 2006 () .. TABLE OF CONTENTS Page 1. Introduction ................................................ , ......................................................... 1-1 2. 3. 4. Project Overview ................................................................................................... 1-1 Annual Report Organization .................................................................................. 1-3 Mid-Block Link Counts ....................................................................................... 2-1 Intersection Turn Movement Counts ................................................................ 3-1 Conclusions ........................................................................................................... 4-1 Appendix A -Intersection Summary Appendix B ~ Mid-Block Link Summary ,' \ / ' Avcnilla La ro~la 2006 PROJECT LOCATION MAP Legend: Q lnt~rsection Count Location ■ Mid-Block Count Location ~ ♦ w---E )1/ ' s NOTTO SCALE Figure 1-1 RICK ENGINEERING COMPANY 11/8/06 /.\ • ANNUAL REPORT ORGANIZATION Rick Engineering Company collected data during the Summer of 2006 at requested mid-block link locations and intersections within and adjacent to the City of Carlsbad. The results of this data collection effort are included in the appendix at ·the end of this report. In addition to the technical appendix, Rick Engineering Company has prepared a summary section for this Annual Report. Summary information is presented in this initial section of the report, and a description of the contents of Chapters 2, 3 and 4 is provided below. As mentismed previously, a total of thirty-one (31) mid-block link count locations were identified by the City of Carlsbad for the collection of 2006 average daily traffic (ADT) volume counts. Rick Engineering Company coordinated the placement of its counters with City staff and later reviewed the ADT volumes and performed roadway segment analyses. The results of the mid-block link analysis for the Summer count period are contained in Chapter 2. Although mid-block link analysis provides a good indication of roadway operations in rural settings, intersections tend to be the dominant factor in traffic operations within the urban sections of most communities. Thus, the City of Carlsbad identified sixty (60) key intersections to be analyzed. AM (6:00 to 9:00 AM) and PM (3:30 to 6:30 PM) peak period tum movement volumes were collected at each project intersection. The data was reduced to identify the peak hour tum movement volumes and approach delays, and this information was then analyzed using the Intersection Capacity Utilization (ICU) method for signalized intersections. The results of the intersection data collection and analysis activities are presented in Chapter 3. Critical project findings and conclusions are documented in Chapter 4. T~chnical issues are discussed · and recommendations for future traffic monitoring activities are also presented in Chapter 4 . 1-3 2006 MID-BLOCK LINK LEVELS OF SERVICE Legend: ■ LOSA, B, ore ■ Mid-Block Count Location ■ LOSE ~ LOSD ■ LOSF Figure 2-1 RICK ENGINEERING COMPANY 11/8/06 0 Avl'nid.i La Poslu 2006 INTERSECTION LOCATION MAP Legend: Count Locations Calle Acervo Intersection Count Location XX Intersection Count Number N ♦ ' w---E ' s NOTTO SCALE Figure 3-1 RICK ENGINEERING COMPANY 11/8/06 Calle AvC:nid:1 [a Posla Acervo 2006 AM PEAK HOUR INTERSECTION LEVELS OF SERVICE Legend: • LOSA,BorC XX Intersection Count Location • LOSE ~ LOSD • LOSF I' w--$--E ' s HOTTOSCALE Figure 3-2 RICK ENGINEERING COMPANY ,. 11/8/06 Calle Avcnida La rosla Acervo 2006 PM PEAK HOUR INTERSECTION LEVELS OF SERVICE Legend: • LOSA,BorC XX Intersection Count Location • LOSE {i) LOSD • LOSF N W♦E ' s NOTTO SCALE Figure 3-3 RICK ENGINEERING COMPANY 12/12/06 • /_--, • 4. CONCLUSIONS The scope of work for this project was developed to allow the City of Carlsbad to monitor growth at several intersections and mid-block locations that have been studied since 1989, as well as monitor new locations. Fifty-seven (57) out of sixty (60) intersections and thirty (30) out of thirty-one (31) mid-block link locations have been studied in previous Traffic Monitoring Reports. · The results of the mid-block link counts indicate that overall traffic has decreased by an average of 1.7 percent from last year. All roadway segments were calculated to operate at LOS A with the exception of the following location: Location# 29 Segment Cannon Road: El Camino Real to College Bouievard v/c LOS 0.86 D The information contained in Chapter 3 identifies the following three (3) critical intersections from the sixty (60) study locations: Location# Intersection ICU LOS Period 6 El Camino Real and Cannon Road 0.85 D PM peak 9 El Camino Real and Palomar Airport Road 0.81 D PM peak 32 Carlsbad Boulevard and Cannon Road 0.80 CID PM peak Suggestions for improvement of these intersections are described in Chapter 3. The remaining signalized intersections were found to have acceptable levels of services. It can be concluded that operations at these remaining intersections may require periodic monitoring and additional geometric analysis. In conclusion, this report was developed for the City of Carlsbad as the eighteenth annual Traffic Monitoring Program for the Growth Management Plan. Critical intersections have been identified and potential mitigation measures have been discussed. The intent of this document is to provide City staff with an indication of the current status of the overall circulation system in terms of intersection and .segment capacities and Levels of Service. This report will also be used as a tool for the accurate identification of conditions in specific areas of the City and to identify critical locations that warrant close attention in the future. The City may utilize the conclusions of this report to aid in the creation of a future scope of work for additional traffic monitoring. ' 4-1 _/ / Avc11idu la ro,1.a 2006 INTERSECTION LOCATION MAP Legend: Count Locations C,lle Acervo Q Intersection Count Location XX Intersection Count Number ~ w-♦E ' s NOTTO SCALE Figure A-1 RICK ENGINEERING COMPANY '" 11/8/06 Table A-1 COUNT DATE SUMMARY SHEET 2006 TRAFFIC MONITORING PROGRAM Location Number Count Intersection/Location Count Day Count Date I. El Camino Real & Plaza Drive Tues. 7/25 2. El Camino Real & Marron Road Tues. 7/25 3. El Camino Real & Hosp Way Tues. 7125 4. El Camino Real & Carlsbad Village Drive Tues. 7/25 5. El Camino Real & Tamarack A venue Tues. 7/25 6. El Camino Real & Cannon Road Wed. 7/26 7. El Camino Real & College Boulevard Wed. 7/26 8. El Camino Real & Faraday Avenue Wed. 7/26 9. El Camino Real & Palomar Airport Road Thurs. 7/13 IO. El Camino Real & Town Garden Road Thurs. 7/13 II. El Camino Real & Camino Vida Roble Thurs. 7/13 12. El Camino Real & Cassia Road Thurs. 7/13 13. El Camino Real & Poinsettia Lane Thurs. 7/20 14. El Camino Real & Dove Lane Thurs. 7/20 15. El Camino Real & Alga Road / A viara Parkway Thurs. 7/20 16. El Camino Real & Arena! Road Tues. 7/18 17. El Camino Real & La Costa Avenue Tues. 7/18 18. El Camino Real & Levante Street Tues. 7/18 19. El Camino Real & Calle Barcelona Tues. 7/18 20. Palomar Airport Road & A venida Encinas Tues. 7/11 21. Palomar Airport Road & Paseo de! Norte Tues. 7/11 22. Palomar Airport Road & Armada Drive/ Costco Entrance Thurs. 7/27 23. Palomar Airport Road & Armada Drive/ Hidden Valley Road Thl\rS. 7/27 24. Palomar Airport Road & College Boulevard/Aviara Parkway Thurs. 7/27 25 .. Palomar Airport Road & Camino Vida Roble Wed. 7(12 26. Palomar Airport Road & Yarrow Drive Wed. 7/12 27. Palomar Airport Road & El Fuerte Street Wed. 7/12 28. Palomar Airport Road & Melrose Drive Wed. 7/12 29. Palomar Airport Road & Paseo Valindo Wed.· 7/12 30. Carlsbad Boulevard & Carlsbad Village Drive Wed. 8/2 , ' • . 'fable A-1 (Continued) COUNT DATE SUMMAJ,lY SHEET 2006 TRAFFIC JylONITORING PROGRAM Location Count Intersection/Location Number Count Day Count Date 31. Carlsbad Boulevard & Tamarack Avenue Wed. 8/2 32. Carlsbad Boulevard & Cannon Road Thurs. 8/3 33: Carlsbad Boulevard & Poinsettia Lane Tues. 8/8 34. Rancho Santa Fe Road & San Elijo Road Wed. 7/19 35. Rancho Santa Fe Road & La Costa Avenue Wed. 7/19 36. Rancho Santa Fe Road & Camino De Los Caches Wed. 7/19 37. Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro Wed. 7/19 38. Carlsbad Village Drive & State Street Tues. 8/1 39. Carlsbad Village Drive & Harding Street Tues. 8/1 40. Poinsettia Lane and Aviara Parkway Tues. 8/8 41. Poinsettia Lane & Paseo del Norte Wed. 8/9 42. Poinsettia Lane & Avenida Encinas Wed. 8/9 43. · Alga Road & Melrose Drive Thurs. 7/20 44. Jefferson Street & Marron Road Tues . 8/8 • 45. Monroe Street & Marron Road Tues. 8/8 46. Cannon Road & Paseo Del Norte Thurs. 8/3 47. College Boulevard & Tamarack Avenue (Sj Wed. 7/26 48. ,College Boulevard & Carlsbad Village Drive Wed. 7/26 49. 1-5/Carlsbad Village Drive Southbound Ramps Tues. 8/1 50. 1-5/Carlsbad Village Drive Northbound Ramps Tues. 8/1 51. 1-5/Tamarack Avenue Southbound Ramps Wed. 8/2 52. 1-5/Tamarack Avenue Northbound Ramps Wed. 8/2 53 1-5/Cannon Road Southbound Ramps Thurs. 8/3 54. 1-5/Cannon Road Northbound Ramps Thurs. 8/3 55. 1-5/Palomar Airport Road Southbound Ramps Tues. 7/11 56. 1-5/Palomar Airport Road Northbound Ramps Tues. 7/11 57. 1-5/Poinsettia Lane Southbound Ramps · Wed. 8/9 58. 1-5/Poinsettia Lane Northbound Ramps Wed. 8/9 ·59. 1-5/La Costa Avenue Southbound Ramps Thurs. 7/27 60. 1-5/La Costa Avenue Northbound Ramps Thurs . 7/27 • CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 1 Intersection Location: El Camino Real & Plaza Drive Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram RICK ENGINEERING COMPANY Transportation Ditlision Pagel Page2 Page3 .·~. . ,) . ' RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Plaza Drive Count Date: 07/25/06 Day : Tuesday Weather: Sunny File: 2006 Int #01 Data Collected by : Carlos, Nick Traffic Control : Signalized South Annroach (NB) North Annroach (SB) ·westAnnroach rFB) Endofl5 min. prd. Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds 6:15AM 2 0 78 I 0 10 4 134 2 0 0 0 0 0 0 6:30AM I 0 93 2 0 17 I 182 1 1 3 . 0 1 0 0 6:45 AM 3 0 94 5 0 16 I . 259 3 0 3 0 11 1 0 7:00AM 1 0 124 4 0 25 3 276' I 0 2 0 0 0 O' 7:15 AM I 0 123 4 0 26 6 276 4 0 3 0 0 0 0 7:30AM • 4 1 134 4 0 36 5 264 I I 0 0 0 0 0 7:45AM • I I 113 3 I 25 6 375 4 0 5 0 3 I 0 8:00AM • I I 142 9 I 47 7 349 11 I 3 0 0 0 0 8:15 AM • 4 2 117 6 0 30 9 263 8 0 4 0 0 0 0 8:30AM I 0 82 I 0 53 8 254 7 0 2 0 I 0 0 8:45 AM I 0 86 I 0 51 10 224 23 0 9 0 3 0 0 9:00AM 4 I 152 9 I 73 10 200 26 o· 6 0 I 0 0 Max. 15 min. 4 2 152 9 I 73 IO 375 26 I 9 0 11 I 0 Pk. Hr. Vol. 10 5 506 22 2 138 27 1251 24 2 12 0 3 I 0 7.15 AM Peak -Intersection Traffic m Pk. Hr. -2077 Peak Hr. Factor 0.88 8:15 AM Hour Intersection Pdstms in Pk. Hr. 6 3:45 PM 9 0 294 9 0 30 3 145 12 0 52 0 0 8 0 4:00 PM 10 0 . 293 9 0 48 10 196 44 0 89 0 7 7 I 4:15 PM 3 0 305 4 0 67 15 206 53 0 73 0 6 9 0 4:30 PM 3 0 298 7 0 62 21 207 38 1 74 0 6 14 0 4:45 PM • 6 I 309 9 0 64 14 231 42 0 68 0 7 11 0 5:00 PM • 9 0 364 7 0 60 12 225 34 0 71 0 5 11 0 5:15 PM * 4 0 315 6 0 58 22 232 49 0 78 0 7 13 0 5:30 PM * 6 I 407 · 1 0 60 15 217 57 0 76 0 7 12 2 5:45 PM II I 309 4 0 45 16 217 47 0 67 0 10 11 0 6:00PM 6 1 323 6 0 59 22 212 43 0 76 0 0 10 0 6:15 PM 7 0 287 4 0 50 16 204 55 I 84 0 4 13 I 6:30PM 9 I 236 12 0 51 .15 179 43 0 93 0 5 13 0 Max. 15 min. 11 1 407 12 0 67 22 232 57 I 93 0 10 14 2 Pk. Hr. Vol. 25 2 1395 23 0 242 63 905 182 0 293 0 26 47 2 4:30 PM Peak Intersection Traffic m Pk. Hr. -3459 Peak Hr. Factor 0.94 5:30 PM Hour Intersection Pdstrns ·in Pk. Hr. 2 EastAnnroach(WB) Left U-Tm Thru Right 3 I 0 5 I 0 0 I 5 0 0 11 3 0 0 7 3 0 0 4 3 3 0 13 9 3 1 7 6 0 I 15 I I 2 13 2 0 0 4 5 2 0 6 7 I 2 10 9 3 2 15 19 7 4 48 . 13 0 7 55 7 0 8 39 9 0 4 41 13 0 5 51 14 0 4 45 11 0 5 47 15 0 9 43 7 0 9 47 6 0 4 32 17 0 2 47 7 0 2 46 6 0 4 65 17 0 9 65 47 0 27 182 Page I of3 15 min Total Peds Vehicles Peds 0 240 0 0 303 1 0 412 0 I 446 I I 450 I 0 468 r I 557 2 I 592 3 0 460 0 0 415 0 0 421 0 0 502 I 1 592 J. 2 2077 6 0 637 0 0 767 I 0 795 0 0 799 I 0 825 0 0 861 0 0 851 0 0 922 2 0 780 0 0 824 0 0 779 2 0 732 0 0 922 2 0 3459 2 () CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 2 Intersection Location: El Camino Real & Marron Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram ,. RICK ENGINEERING COMPANY Transportation Division CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 3 Intersection Location: El Camino Real & Hosp Way Contents: Turn Movement Count Summary (A.M. and P.M.) Page 1 A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY Transportation Division CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 4 Intersection Location: El Camino Real & Carlsbad Village Drive Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram RICK ENGINEERING COMPANY Tran·sportacion Division Page 1 Page2 Page3 '" .11 RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real Count Date: 07/25/06 E/W Street : Carlsba<! Village Drive Day : Tuesday Weather: Sunny File : 2006 Int #04 Data Collected by : Tyler, Sam Traffic Control : Signalized South Annroach (NB) North Annroach (SB) WestAnnroachl'F.B), End of 15 min.-prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM • 7:30AM • 7:45 AM • 8:00AM • 8:15AM 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.00 AM Peak 8:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left I 0 .3 5 4 8 3 7 0 12 . 10 17. 17 22 13 12 8 28 21 18 23 25 38 37 19 15 38 104 U-Tm Tbru Right Peds 0 41 I I 0 41 I 0 0 87 2 0 0 87 2 0 0 79 I 0 0 86 2 0. 0 91 2 2 0 98 4 0 0 62 2 0 0 81 3 0 I 109 3 0 0 128 10 0 I 128 10 2 0 354 9 2 Intersection Traffic m Pk. Hr. lnters'ection Pdstrns in Pk. Hr. I 217 8 0 0 251 12 0 0 189 3 0 0 313 9 0 I 215 7 0 0 270 14 0 0 191 3 0 0 315 7 0 0 341 16 0 0 217 6 0 0 202 12 0 0 201 6 0 I 341 16 0 0 1117 40 0 Left 2 3 8 7 12 10 3 II 10 9 15 12 15 36 33 26 42 39 18 39 34 39 34 32 37 35 42 146 U-Tm 3 I 3 6 6 I 7 8 3 7 14 5 14 22 2238 4· ,4 8 9 8 6 4 4 6 6 4 I 8 9 20 Intersect1on Traffic m Pk. Hr. -2775 Intersection Pdstms in Pk. Hr. 3 Tbm Right Peds Left U-Tm Thru Right Peds 107 9 0 6 0 5 3 0 144 7 I 4 0 4 2 0 215 16 0 8 0 5 4 0 .251 II 0 8 0 9 8 0 222 19 I 13 0 10 35 0 226 15 0 24 0 22 13 0 337 25, 0 37 0 30 16 0 293 16 0 23 0 23 10 0 220 28 0 5 0 19 15 0 198 21 0 37 0 18 14 0 174 22 0 17 0 17 10 0 146 23 0 15 0 33 11 2 337 28 I 37 0 33 35 2 1078 75 I 97 0 85 74 0 Peak Hr. Factor 0.86 131 20 0 26 0 52 4 0 122 28 0 37 0 39 9 0 139 23 0 41 0 71 8 0 137 24 0 28 0 38 5 0 126 28 0 27 0 70 3 0 110 33 0 26 0 68 16 0 110 26 0 44 0 64 10 0 112 30 0 32 0 88 4 0 124 27 0 27 0 88 5 I 128 26 0 30 0 60 4 0 123 37 0 32 0 54 . 3 0 84 25 0 20 0 50 4 0 139 37 0 44 0 88 16 I 456 116 0 129 0 308 '35 I Peak Hr. Factor 0.89 East Annroach (WB) Left U-Tm Tbru Right I 0 15 11 4 0 33 14 9 0 42 11 10 0 54 15 11 0 64 22 12 0 60 21 · 12 0 72 12 8 0 59 33 7 0 45 26 8 0 45 22 10 0 57 24 16 0 65 30 16 0 72 33 43 0 255 88 3 0 35 27 9 0 31 35 4 0 43 37 6 0 32 25 4 0 48 23 5 0 45 30 3 0 54 16 3 0 48 27 4 0 46 23 8 0 52 31 2 0 3.1 40 8 0 45 51 9 0 54 51 15 0 193 96 Page I of3 15 min Total Peds Vehicles Peds 0 205 I 0 258 I Ii 413 0 0 473 0 I 498 2 0 500 0 Q 647 2 0 593 0 0 442 0 0 475 0 0 483 0 0 511 2 I 647 2 I 2238 4' 0 574 0 () 619 0 0 617 0 0 692 0 0 597 0 0 678 0 0 582 0 2 736 2 0 779 I 0 635 0 0 593 0 I 552 I 2 779 2 2 2775 3 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 5 Intersection Location: El Camino Real & Tamarack A venue Contents: Turn Movement Count Summary (A.M. and P.M.) Pagel A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram '" RICK ENGINEERING COMPANY Transportation Division ( ' ; El Camino.Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: 7:15 AM to South Appr (NB) 8:15 AM Lane Config - uraiions Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 4 5 6 ·7 2 1800 4000 Are the North/South phases split (YIN)? Are the·East/Wesi phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 37 280 Adjusted Hourly Volume 37 280 Utilization Factor 0.02 0.07 Critical F~ctors 0.02 ICU Ratio = 0.69 . I 1800 N N 42 42 0.02 LOS=· North Annr (SB) West Annr /EB\ ' I I 2 I I 1800 4000 1800 1800 2000 1800 19 1208 27 48 102 156 19 1208 27 48 102 156 0.01 0.30 0.02 O.Q3 0.05 0.09 0.30 0.09 B Page2of3 East A nnr IWB \ 2 0 1800 4000 0 322 144 40 322 184 0 0.18 0.05 0.00 0.18 Turning Movements at Intersection of: El Camino Real and Tamarack Avenue Time: 7:15 AM to 8:15 AM North Approach El Camino Real Date: 07/25/06 Day : Tuesday 1623 Total Name : Mark, Matt 1254 369 Subtotals I Sub -27 1208 19 Sub - To~ totals J i ~ totals Totals w e 208 _j L s 514 0 48 40 t 306 102 -+ i +-144 506 156 7 r 322 0 668 A North p 162 p i i r r 37 280 42 Tamarack Avenue 0 Subtotals 1686 359 Total 2045 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. E a s A p p CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 6 Intersection Location: El Camino Real & Cannon Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 '~-Torn Movement Diagram ' I ', P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page3 '" RICK ENGINEERING COMPANY Transportation Division /.,,~ -\ RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad · Intersection of: N/S Street : El Camino Real E/W Street : Cannon Road Count Date: 07/26/06 Day : Wednesday Weather: Sunny File : 2006 Int #06 Data Collected by : Carlos, Art ·Traffic Control : Signalized South Annroach (NB) North Annroach (SB) West Annroach (EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15 AM Peak 8:15 AM _Hllur 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45 PM 5:00PM • 5:15 PM * 5:30PM · * 5:45 PM * 6:00 PM 6:15 PM 6:30 PM Max. 15·min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds 5 I 25 12 0 12 0 145 19 0 5 I 49 22 0 8 0 198 26 0 6 0 36 38 I 0 0 273 47 0 8 I 48 39 I I 0 321 70 0 3 0 49 42 0 4 I 234 70 0 4 0 67 33 0 7 0 337 50 0 11 I 90 36 0 2 0 354 97 0 13 0 59 52 0 2 -2 419 93 0 14 0 96 . 41 0 0 0 314 60 0 13 0 74 36 0 I I 283 45 0 12 0 146 63 0 3 0 219 47 0 12 0 106 57 0 3 2 192 30 0 14 I 146 63 I 12 2 419 97 0 42 I 312 162 0 11 2 1424 300 0 Intersection Traffic in Pk. Hr. -3835 Peak Hr. Factor Intersection Pdstms in Pk. Hr. = 0 10 0 257 217 0 9 0 164 32 0 11 0 291 185 0 5 2 123 II 0 16 0 313 228 0 I 2 113 19 0 33 I 302 194 o· 3 2 126 18 0 5 0 289 204 0 3 0 135 16 0 11 0 309 245 0 8 I 120 29 0 16 0 282 227 0 9 0 115 18 0 15 0 357 213 0 I 2 136 34 0 16 I 291 224 ·O 2 5 116 27 0 13, 0 280 175 0 8 0 123 29 0 5 0 231 152 0 0 0 IOI 33 0 12 0 198 140 0 2 0 105 30 0 33 I 357 245 0 9 5 164 34 0 58 I 1239 909 0 20 8 · 487 108 0 Intersection Traffic in Pk. Hr. = 4128 Peak Hr. Factor Intersection Pdstrns in Pk. Hr. = 0 Left U-Tm Thru Right Peds I 0 7 3 O" 3 0 10 _5 0 --3 0 16 5 0 I 0 27 6 0 6 0 18 8 0 8 0 23 8 0 18 0 15 16 0 18 0 20 12 0 8 0 31 11 0 16 0 23 10 0 23 0 19 II 0 21 0 33 18 0 23 0 33 18 0 52 0 89 47 0 --. 0.94 39 0 88 9 I 52 0 102 10 0 54 0 120 8 0 35 0 108 8 0 41 0 107 II 0 75 0 133 6 0 54 0 148 II 0 69 0 166 21 0 69 0 139 II 0 70 0 132 9 0 60 0 110 8 I 40 0 63 16 0 75 . 0 166. 21 I 267· 0 586 49 0 ---0.93 Page I of3 East Aonroach (WB) 15 min Total Left U-Tm Thru Right Peds Vehicles Peds 108 o· 79 2 0 419 0 147 0 70 0 0 544 0 261 0 118 I 0 809 I 237 0 103 2 0 864 I 261 0 153 I 0 850 0 263 0 104 0 0 904 0 240 0 137 I 0 . 1018 0 215 I 103 0 0 1009 0 217 0 110 2 0 904 0 222 0 87 I 0 812 0 195 0 80 I 0 819 0 140 0 51 0 0 665 0 263 I 153 2 0 1018 I 935 I .454 3 0 3835 0 53 2 23 2 0 905 I 49 0 45 2 0 888 0 60 0 49 4 0 987 0 59 0. 40 0 0 929 0 64 0 38 0 0 913 0 51 0 54 3 0 1045 0 65 0 42 0 0 987 0 62 0 33 3 0 1112 0 44 0 33 6 0 984 0 57 0 45 3 0 944 0 55 I 33 I 0 790 I 30 0 14 3 0 653 0 65 2 54 6 0 1112 I 222 0 162 12 0 4128 0 El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Page2 of3 Pk. Hr. Time Period : South Aeer (NB) North Annr (SB) West Annr (EB) East A nnr (\VB) 7:15 AM to 8:15 AM ~ Thru Riehl Left Thru Right Left Thru . Right Left Thru Right Lane Inside I I I I I Con fig -(left) 2 I J I I urations 3 I I I I 4 1 1 I 1 I I 5 1 6 Outside 7 Free-flow Lane Settings 1 2 1 1 3 I 2 2 O· 2 2 0 Capacity 1800 4000 1800 1800 6000 · 1800 3600 4000 0 3600 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 43 312 162 13 1424 300 52 89 47 936 454 3 Adjusted Hourly Volume 43 312 162 13 1424 300 52 136 0 936 457 0 Utilization Factor 0.02 0.08 0.09 0.Dl 0.24 0.17 0.01 0.03 .0.00 0.26 0.11 0.00 Critical Factors 0.02 0.24 0.03 0.26 ICURatio = 0.65 LOS= B ' Turning Movements at Intersection of: El Camino. Real and Cannon Rond Time: 7:15 AM to 8:15 AM North Approach El Camino Real Date: 07/26/06 Day: Wednesday 2106 Total Name : Carlos, Art 1737 369 Subtotals 2 Sub -300 1424 13 · Sub - To~ totals J + ~ totals Totals w e 796 _j L s 984 0 52 3 I 188 89 __.. t .._ 454 1393 47 7 r 936 . 1 1656 A North p 263 p i t r r 43 312 162 Cannon Road 1 Subtotals 2407 517 Total 2924 South Approach Note: Left-turn volumes include U-tums. U-turns in bold. E a s t A p p r r -' El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) · North Annr (SB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 1800 4000 Are the North/South phases split (YIN)? . Are the East/West phases spJ.it (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 59 1239 Adjusted Hourly Volume 59 1239 Utilization Factor 0.03 0.31 Critical Factors ICU Ratio = 0.85 Turning Movements at Intersection of: Time : 4:45 PM . I I 3 2 1800 1800 6000 1800 3600 N N 909 28 487 108 267 909 28 487 108 267 0.51 0.02 0.08 0.06 0.07 0.51 0.02 LOS= D El Camino Real 2 4000 586 635 0.16 0.16 and 0 0 49 0 0.00 Page 3 of3 East Annr (WB) I I 2 3600 222 222 0.06 0.06 I .I 2 4000 · 162 174 0.04 0 0 12 0 0.00 Cannon Road - to 5:45 PM North Approach El Camino Real Date: 07/26/06 Day : Wednesday 2149 Total Name : Carlos, Art 623 1526 Subtotals 8 Sub -108 487 28 Sub - To~ totals J t ~ totals Totals w e 328 _j l-s 1230 0 267 12 t 902 586 ~ t +-162 396 49 7 r 222 0 1911 A North p 1515 p i t r r 59 1239 909· Cannon Road I Subtotals . 759 2207 Total 2966 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 7 Intersection Location: El Camino Real & College Boulevard Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 '" RICK ENGINEERING COMPANY Transportation DiVision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: College Boulevard Count Date: 07/26/06 Day : Wednesday Weather : Sunny File : 2006 Int #07 Data Collected by : Tyler (AM), Eduardo (PM), Mark Traffic Control : Signalized . South Annroach !NB) North Annroach (SB) WestAnnroach (EB) EastAnnroach (WB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM * 7:45AM * 8:00AM * 8:15 AM * 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. VoL 7:15 AM Peak 8:15 AM Hour 3:45 PM 4:00P_M 4:15 PM 4:30 PM 4:45 PM * 5:00 PM * 5:15 PM * 5:30 PM * 5:45 PM 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. VoL 4.30 PM Peak 5:30 PM Hour Left 8 3 4 24 20 26 24 56 40 15 15 9 56 146 -8 4 8 10 3 7 9 11 3 1 4 2 11 30 U-Tm Thru Right Peds Left U-Tm Thru 0 50 2 1 1 0 183 2 38 0 0 I 0 224' 2 59 I 0, 2 0 300 3 72 2 0 I 0 349 2 68 3 -0 4 0 326 -6 93 4 0 4 0 345 2 97 2 0 5 I 425 6 94 1 0 3 0 422 2 95 4 0 2 0 334 4 99 2 0 5 0 331 4 148 3 0 9 0 280 1 145 4 1 3 1 247 6 148 4 1 9 1 425 16 379. 11 0 14 1 1526 lntersectton Traffic m Pk. Hr. 2990 lntersection.Pdstrns in Pk. Hr. I 5 335 5 0 2 0 171 0 376 9 0 5 0 125 1 465 8 0 4 0 152 4 328 7 0 4 0 143 3 437 7 0 5 0 138 1 366 11 0 6 0 128 2 398 13 0 11 0 158 5 434 12 1 9 0 134 0 378 10 0 10 0 137 0 292 11 0 12 0 137 1 300 3 0 11 0 130 0 249 4 0 12 0 150 5 465 13 1 12 0 171 11 1635 43 1 31 0 558 IntersectlOn Traffic m Pk. Hr. -3268 Intersection Pdstrns in Pk. Hr. I 0 Right Peds Left U-Tm Thru Rieht Peds Left U-Tm Thru Right 56 0 16 0 1 I I I 0 14 5 75 I 14 0 0 2 0 2 1 11 3 84 0 17 0 4 2 I ·7 0 12 2 136 0 15 0 0 0 0 7 0 6 4 139 0 15 0 3 3 0 6 I 10 8 157 0 . 16 0 2 I 0 7 0 11 6 181 I 11 0 1 5 0 7 0 6 12 209 0 15 0 5 6 0 7 0 12 12 178 0 17 0 2 2 0 3 0 4 2 153 0 28 0 3 5 0 5 0 5 3 108 I 22 0 4 7 0 7 0 6 5 86 0 24 0 19 5 0 11 7 7 8 209 1 28 0 19 7 1 11 7 14 12 725 1 59 0 10 14 0 24 0 33 32 Peak Hr. Factor 0.88 26 0 149 0 5 28 0 7 0 5 10 38 0 122 0 5 26 0 2 0 3 13 29 0 134 0 7 28 0 0 0 5 7 22 0 78 0 5 17 0 7 0 3 13 52 9 129 0 7 15 0 4 0 2 10 29 0 137 0 7 18 0 2 0 10 11 29 0 146 0 15 34 0 4 0 17 11 32 0 150 0 24 20 0 6 0 19 20 32 0 107 0 8 26 0 1 0 8 12 25 0 98 0 6 18 1 6 1 15 12 18 0 105 0 12 20 2 6 0 6 8 17 0 64 0 8 7 1 3 0 5 5 52 9 150 0 24 34 2 7 1 19 20 142 9 562 0 53 87 0 16 0 48 52 Peak Hr. Factor 0.93 Page 1 of3 15 min Total Peds N'ehic!es Peds 0 338 2 0 376 I 0 496 I 0 619 0 0 608 0 0 678 0. -0 779 I 0 848 o- 0 685 0 0 658 0 0 618 1 0 577 1 _o 848 2 0 2990 1 0 756 0 0 728 0 0 848 0 0 641 0 0 812 9 0 733 0 0 847 0 0 876 1 0 732 0 0 634 1 0-624 2 0 526 1 o-876 9 0 3268 10 r ' El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:15 AM to South Appr (NB) 8:15 AM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 3 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume · 162 379 Adjusted Hourly Volume 162 379 Utilization Factor 0.09 0.06 Critical Factors 0.09 ICU Ratio = 0.61 I 1800 N N 11 II 0.01 LOS= North Annr (SB) West Annr (EB) . 1 2 0 2 2 0 1800 4000 0 3600 4000 0 15 1526 725 59 10 14 15 1526 0 59 24 0 0.01 0.38 0.00 0.02 0.01 0.00 0.38 0.02 B Page 2 of3 East Annr (WB) 2 2 0 3600 4000 0 24 33 32 24 65 0 0.01 0.02 0.00 0.02 Turning Movements at Intersection of: El Camino Real and College Boulevard Time: 7:15 AM to 8:15 AM North Approach Date: 07/26/06 Day: Wednesday Name: Tyler (AM), Eduardo (PM), Mark Sub -725 Totals totals j w e 904 _j s 987 0 59 t 83 10 -->- 14 7 A p p i r 162 16 Subtotals 1580 Total 2132 South Approach 2737 2266 1 1526 15 1 t L. t North t r 379 11 552 El Camino Real 471 L 32 +-33 r 24 Total Subtotals Sub - totals Totals 89 0 124 35 College Boulevard Note : Left-tum volumes include U-tums. U-turns in bold. E a s t A p p f ~ , I El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) 4:30PM to 5:30 PM Lane Config - urations Inside (left) 1 \ 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1800 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 · Hourly Volume 41 1635 Adjusted Hourly Volume 41 1635 Utilization Factor 0.02 0.27 Critical Factors 0.27 ICU Ratio = 0.58 1 1800 · N N 43 43 0.02 LOS= North Aoor (SB) West Annr rPB) 1 -1 2 0 2 2 0 1800 4000 0 3600 4000 0 31 558 142 562 53 87 31 558 0 562 140 0 0.02 0.14 0.00 0.16 0.04 0.00 0.02 0.16 A Page 3 of3 East A nnr (WB) 2 2 0 3600 4000 0 16 48 52 16 100 0 0.00 0,03 0.00 0.03 ) Turning .Movements at Intersection of: El Camino Real and College Boulevard Time: 4:30 PM to 5:30 PM North Approach Date: 07/26/06 Day: Wednesday Name : Tyler (AM), Eduardo (PM), Mark 731 Sub -142 558 To~ totals J t w e 220 _j s 922 0 562 702 53 _.. t 87 7 A North p t p i r 41 1635 11 Subtotals 672 1719 Total 2391 South Approach 2980 0 31 ' L. r 43 El Camino Real 2249 L 52 +-48 r 16 Total Subtotals Sub - totals Totals µ 116 0 243 127 College Boulevard Note : Left-tum volumes include U-tums. U-turns in bold. E' a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 8 Intersection Location: El Camino Real & Faraday A venue Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation DiviskJn CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 9 Intersection Location: El Camino Real & Palomar Airport Road . Contents: Turn Movement Count Summary (A.M. and P.M.) Page 1 A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY Transportation DivisiOn CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 10 Intersection Location: El Camino Real & Town Garden Road Contents: Torn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Torn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transponarion Division RICK ENGINEERING TURNING MOVEMENT ANALYSlS City : Carlsbad Intersection of: N/S Street : EI Camino Real E/W Street : Town Garden Road Count Date: 07/13/06 Day : Thursday Weather : Sunny File : 2006 Int# JO Data Collected by : Matt, Sam Traffic Control : Signalized South Aooroach (NB) North Annroach ISBl West Aooroach (EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00 PM . • 5:15 PM • 5:30 PM • 5:45PM • 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 6 13 10 20 11 23 26 27 33 33 37 18 37 130 6 12 32 6 8 JO 9 20 57 13 12 JO 57 96 U-Tm Thru Right Peds Left U-Tm 0 61 I 0 2 I 0 64 5 0 5 2 0 93 7 0 6 2 0 127 20 0 14 4 0 120 6 0 12 I 0 209 9 0 4 0 0 184 12 0 4 2 0 282 5 0 I I 14 0 214 9 0 11 6 0 210 6 0 12 8 1 214 4 0 5 7 0 208 8 0 JO 5 1 282 20 0 14 14 . 1 920 24 0 39 35 Intersection Traffic m Pk. Hr. -2205 Intersection Pdstrns in Pk. Hr. 2 0 257 8 0 15 23 0 258 14 0 8 15 0 223 6 0 10 20 0 198 6 0 10 13 0 232 8 0 4 16 0 226 13 0 7 14 0 269 17 0 11 36 1 268 12 0 13 36 0 177 9 0 11 12 0 186 11 0 11 21 0 211 12 0 13 26 0 178 16 I 8 . 9 I 269 17 I 15 36 I 940 51 0 42 98 Intersect1on Traffic m Pk. Hr. -2739 Intersection Pdstms in Pk. Hr. I Thru Right Peds Left U-Tm Thru Right Peds 102 24 0 5 0 0 4 0 122 23 I 11 0 0 6 0 149 12 0 8 0 0 8 0 222 19 0 6 0 0 3 0 208 20 0 4 0 4 6 0 219 13 0 8 0 3 8 0 210 13 2 8 0 2 7 0 199 37 I 4 0 0 6 1 194 23 0 6 0 0 5 0 206 20 0 11 0 0 8 0 218 18 0 15 0 0 6 0 217 13 0 16 0 0 5 0 222. 37 2 16 0 4 8 I 817 98 1 36 0 0 25 I Peak Hr. Factor 0.91 180 10 1 25 0 0 13 0 168 11 0 12 0-0 7 o· 218 11 0 24 0 1 14 0 205 5 0 22 0 18 16 0 244 3 0 42 0 0 10 0 289 6 0 20 0 0 13 0 364 17 0 48 0 1 11 0 323 13 0 24 1 1 10 I 283 12 0 24 0 1 11 0 254 9 0 18. 0 19 12 0 204 3 0 18 0 1 23 0 170 8 0 18 0 I . I 7 0 364 17 I 48 I 19 23 1 . 1259 48 0 116 I 3 45 1 Peak Hr. Factor 0.86 East Annroach IWB) Left U-Tm Thru Riehl 6 0 1 1 2 0 0 4 8 0 1 3 10-0 2 4· 9 0 0 2 11 0 0 7 16 0 0 8 10 0 0 9 5 0 2 7 13 0 1 12 9 0 I 11 4 0 1 9 16 0 2 12 37 0 4 39 5 0 0 8 1 0 0 4 13 0 0 11. 18 0 2 6 6 0 3 1 7 0 0 7 6 0 4 1 3 0 0 3 6 0 0 2 JO 0 I 3 8 0 0 3 5 0 8 I 18 0 8 11 22 0 4 13 Page I of3 15 min Total Peds Vehicles Peds 0 214 0 0 257 1 1 307 1 0 451 0 0 403 0 0 514 0 0 492 2 0 604 2 0 515 0 0 540 0 0 546 0 0 514 0 1 604 2 0 2205 2 0 550 1 0 510 0 0 583 0 0 525 0 0 577 0 0 612 0 0 794 0 0 728 I 0 605 0 0 568 0 0 534 0 0 449 I 0 794 I 0 2739 1 El Camino Real at Town Garden Road Lane Configuratioa for Intersection Capacity Utilization Page2of3 East Annr /WB) Pk. Hr. Time Period : 7:45 AM to · South Appr (NB) 8:45 AM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1800 I I 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency.Lost Factor 0.10 Hourly Volume 131 920 Adjusted Hourly Volume 131 944 Utilization Factor 0.Q7 0.16 Critical Factors 0.07 ICU Ratio = 0.35 : Turning.Movements at Intersection of: Time: 7:45 AM to 8:45 AM Date: 07/13/06 Day : Thursday Name : Matt, Sam Sub - To~ totals w e 232 s 293 0 t 61 A P· p r 0 0 N y 24 0 0.00 LOS= 36 0 25 Subtotals Total North Annr /SB) I . 3 I 0 I I 0 1800 6000 1800 0 2000 1800 1800 2000 0 74 817 98 36 0 25 37 4 39 74 817 98 0 36 0 37 43 0 0.04 0.14 0.05 0.00 0.02 0.00 0.02 0.02 0.00 0.14 0.02 0.02 A El Camino Real · and Town Garden Road North Approach El Camino Real 2019 Total 989 1030 Subtotals 35 98 817 74 Sub· J + ~ totals Totals _j L 39 ____.. t +--4 80 7 r 37 0 143 North 63 ~ t r 131 920 24 Town Garden Road 1 880 1075 1955 South Approach Note: Left-turn volumes include U-tums. U-turns in bold. E a s A p p r ,r· El Camino Real at Town Garden Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 · East A nnr !WBl Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 1800 1 I. 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 97 940 Adjusted Hourly Volume 9T" 991 Utilization Factor 0.05 0.17 Critical Factors 0.05 ICU Ratio = 0.43 , Turriing-MOvements at Intersection of: Time·: 4:45 PM to 5:45 PM Date: 07/13/06 Day : Thursday Name : Matt; Sam Sub - Totais ' ' ' .totals iZ,:_ w e 149 s 314 1 t 165 A p p r 0 0 N y 51 0 0.00 LOS= 117 3 45 Subtotals Total North Annr (SB) West A nnr /EBl I 3 0 1 I 0 1800 6000 1800 0 2000 1800 1800 2000 0 140 1259 48 117 3 . 45 22 4 13 140 1259 48 0 120 44 22 17 .0 0.08 0.21 0.03 0.00 0.06 0.02 0.01 0.01 0.00 0.21 0 .. 06 0.01 A El Camino Real and Town Garden Road North Approach El Camino Real 2614 Total 1447 1167 Subtotals · 98 48 1259 140 Sub - J t ~ totals Totals _j L 13 ->-t +-4 39 7 t 22 0 135 North 96 i t r 97 940 51 ~ Towri Garden Road 1 1327 1088 2415 South Approach Note: Left-turn volumes include U-turns. U-tums .in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 11 Intersection Location: El Camino Real & Camino Vida Roble Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY Transportation Diiiision CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 12 Intersection Location: El Camino Real & Cassia Road Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Division CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Nnmber: 13 Intersection Location: El Camino Real & Poinsettia Lane Contents: Tnrn Movement Connt Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Poinsettia Lane Count Date: 07/20/06 Day : Thursday Weather: Sunny File: 2006 Int #13 Data Collected by : Joe, Raul Traffic Control : Signalized South Annroach (NB) North A""roach ISB\ West Annroach IEB\ End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. ·Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left 0 0 1 0 0 1 0 0 I 2 I 15 15 3 0 2 4 2 1 0 6 3 3 3 0 I 6 12 U-Tm Thru Rioht Peds Left U-Tm 5 57 12 1 5 0 0 84 21 1 10 3 3 118 30 · 3 15 4 3 151 27 0 25 7 3 132 34 I -13 2 3 192 24 0 26 3 I 239 39 0 30 3 2 309 58 I 23 1 5 247 70 0 26 3 3 241 34 0 12 4 7 200 27 0 23 2 7 260 25 0 10 0 7 309 70 3 30 7 1 I 1036 201 I 91 II '' Intersect1on Traffic m Pk. Hr. = 2479 Intersection Pdstms in Pk. Hr. 4 5 211 38 0 3 210 30 1 6 235 32 0 3 233 43 2 I 197 24 0 I 240 36 0 4 256 47 0 I 231 41 I 0 218 38 0 3 192 41 I 4 222 55 0 3 185 34 I 6 256 55 2 6 945 162 1 Intersect10n Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 31 30 36 51 32 29 62 90 61 37 36 32 90 242 0 I 0 0 2 0 0 I 0 0 0 0 2 I 3334 5 Thru Rioht Peds Left U-Tm Thru Rioht Peds 80 0 1 2 0 0 0 3 126 0 0 0 0 0 0 1 147 0 0 1 0 0 0 1 221 I 2 .2 0 0 I 0 219 0 0 3 0 I I 1 229 0 3 4 0 2 I 0 185 I 0 2 0 2 0 0 187 1 0 1 0 I 2 I 213 2 0 0 0 I 3 0 185' 3 0 5 0 2 3 0 234 I 6 3 0 2 2 4 256 0 0 I 0 0 0 0 256 3 6 5 0 2 3 4 770 7 0 8 0 6 8 1 Peak Hr. Factor 0.90 302 5 0 4 0 0 3 0 289 6 0 2 0 0 0 1 380 6 I 8 0 0 3 1 376 7 0 3 0 1 4 0 346 5 0 7 0 1 3 I 377 9 0 ' 3 0 0 3 0 426 6 0 I 0 0 I 0 457 ·2 I 2 0 0 3 3 ,435 . 5 0 2 0 0 3 0 339 10 I 0 0 0 4 0 319 7 1. 3 0 0 5 0 233 6 0 5 I 2 I 0 457 10 I 8 1 2 5 3 1695 22 I 8 0 0 10 3 Peak Hr. Factor 0.93 East Annroach IWB\ Left U-Tm Thru Rioht 22 0 0 7 27 0 1 8 19 0 0 16 27 0 0 20 42 0 0 28 31 0 2 27 52 0 1 25 51 0 .0 53 33 0 2 30 38 0 2 40 32 0 0 29 48 0 0 27 52 0 2 53 · 174 0 5 148 47 0 2 25 22 0 I 29 26 0 3 17 21 0 0 24 25 0 0 18 30 0 1 18 38 0 I 16 39 0 2 21 44 0 2 19 29 0 0 16 26 0 1 6 24 0 0 10 47-o_. 3 29 151 0 6 74 Page 1 of3 15 min Total Peds Vehicles Peds 2 190 7 1 280 3 0 354 4 3 485 5 0 478 2 0 545 3 0 580 0 0 689 2 2 636 2 0 574 0 0 563 10 0 649 0 3 689 10 2 2479 4 0 673 0 0 625 2 0 756 2 0 768 2 0 662 I 0 747 0 0 864 0 0 893 5 0 830 0 I 674 3 0 684 I 0 537 I I 893 5 0 3334 5 EI Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of3 East A Mr /WB) Pk. Hr. Time Period : · 7:30 AM to 8:30AM South Appr (NB) Lane Config' urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings 2 3 Capacity 3600 6000 Are the North/South phases split (YIN)? Are.the East/West phases spli°t (YIN)? Efficiency Lost Factor 0.10 Hourly Volume · 14 Adjusted Hourly Volume 14 1036. 1036 Utilization Factor 0.00 0.17 Critical Factors 0.17 1800 N N 201 201 0.11 ICU Ratio = 0.35 LOS= Turning Movements at Intersection of: w e s I A p p r Time: 7:30 AM to 8:30 AM Date : 07 /20/06 Day : Thursday Name : Joe, Raul. Sub- To~ totals 37 15 22 0 Subtotals Total 8 6 8 North Annr (SB) . West Annr "'B) 2 2 2 3600 4000 1800 3600 102 770 7 8 102 770 7 8 0.03 0.19 0.00 0.00 0.03 A El Camino Real North Approach 2082 879 11 7 770 102 j + I 4 _j ____.. t 7. North i t i 14 1036 201 11 963 1251 2214 ·South Approach 2 0 2 2 0 4000 0 3600 4000 0 6 8 174 5 148 14 0 174 153 0 0.00 0.00 0.05 0.04 0.00 0.00 0.05 and Poinsettia Lane EI Camino Real 1203 L 148 ◄ 5 r 174 0 Total Subtotals Sub - totals 327 298 Poinsettia Lane Totals 625 Note: Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization' Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South A ppr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings 2 3 Capacity 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hou_rly Volume 18 945 Adjusted Hourly Volume 18 945 Utilization Factor 0.01 0.16 Critical Factors 0.01 ICU Ratio = 0.57 Turning Movements at Intersection of: Time: 4:45 PM to 5:45 PM Date: 07/20/06 Day : Thursday Name : Joe, Raul Sub - Totals totals w e 40 s 58 0 18 A p p r 1800 N N 162 162 0.09 LOS= 8 0 10 Subtotals Total North Annr (SB) West Annr (EB) 2 2 2 3600 4000 1800 3600 243 1695 22 8 243 1695 22 8 0.07 0.42 0.01 0.00 0.42 A EI Camino Real North Approach 2988 1960 1 22 1695 243 j t ~ _t ~ t 7 North i t i 18 945 162 6 1862 1125 2987 South Approach • ·2 0 2 2 0 4000 0 3600 4000 0 0 10 151 6 74 10 0 151 80 0 0.00 0.00 0.04 0.02 0.00 0.00 0.04 and Poinsettia Lane EI Camino R:eal 1028 t 74 ◄ 6 r 151 Total Subtotals Sub - totals Totals 231 0 635 404 Poinsettia Lane Note : Left-turn volumes include U-tums. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 14 Intersection Location: El Camino Real & DoveLane . Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY Transportation Division CITY OF CARLSBAD TRAFFIC .MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 15 Intersection Location: EI Camino Real & Alga Road / A viara Parkway Contents: Turn Movement Count Summary (A.M. and P.M.) Page 1 A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page2 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page3 '" RICK ENGINEERING COMPANY Transponarion Division RICK ENGINEERING·TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real Count Date: 07/20/06 E/W Street : Alga Road/Aviara Parkway Day : Thursday Weather : Sunny File : 2006 Int# 15 Data Collected by : Matt (AM), Sarah, Scott Traffic Control : Signalized South Annroach (NB) North Annroach /SB) West Annroach "'Bl East Annroach (WB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM * 9:00AM Max. IS min. Pk. Hr. Vol. 7.45AM Peak 8:45 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00 PM 5:15 PM * 5:30PM • 5:45 PM • 6:00 PM * 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol.. 5.00 PM Peak 6:00PM Hour Left 6 17 18 17 20 25 27 51 46 55 55 68 68 207 92 83 80 91 94 79 87 122 84 79 68 95 122 372 U-Tm Thru Rioht Peds Left U-Tm Thru 0 49 16 0 8 0 91 0 84 35 2 8 0 127 0 136 51 I 9 0 147 0 133 44 0 11 0 181 0 116 44 I 18 0 221 0 150 55 2 20 I 199 0 218 37 I 15 0 191 0 272 51 0 17 0 203 0 244 78 I 11 0 203 0 194 61 0 24 0 163 0 206 54 2 12 · 0 196 0 194 42 0 20 0 193 0 272 78 2 ,24 I 221 0 916 244 3 64 0 765 Intersecuon Traffic m Pk. Hr. -3885 Intersection Pdstms in Pk. Hr. 14 0 178 116 2 36 2 211 0 151 132 0 38 3 266 0 205 134 0 37 0 285 0 229 100 0 45 0 276 0 198 123 0 36 0 295 I 187 140 0 40 I 292 0 233 153 0 55 3 361 0 225 142 0 68 2 320 0 174 118 0 54 0 375 0 204 168 0 29 3 332 0 208 165 0 42 3 229 0 165 139 I 44 I 215 I 233 168 2 68 -3 375 0 836 581 0 206 8 1388 Intersection Traffic m Pk. Hr. -5075 Intersection Pdstms in Pk. Hr. 13 Rieht Peds Left. U-Tm Thru Riehl Peds Left U-Tm Thru Rio:ht 7 0 8 0 10 1_6 0 80 0 32 8 7 0 3 0 7 23 0 104 0 41 8 5 0 10 0 16 30 0 116 I 69 II 15 2 5 I 27 42 0 139 0 41 15 15 0 14 0 17 49 0 140 I 68 17 18 I 12 I 34 60 0 139 I 73 21 17 0 16 0 39 49 0 163 0 96 29 11 0 23 I 40 60 0 175 I 93 36 21 0 25 I 33 65 0 136 3 81 28 16 0 15 0 62 85 0 163 2 88 20 15 0 22 0 41 82 I 131. •I 91 22 17 0 15 0 41 61 0 163 0 86 24 21 2 25 I 62 85 I 175 3 96 36 63' 0 85 2 176 292 I 605 7 353 106 Peak Hr. Factor 0.94 18 0 8 2 53 70 0 93 5 56 14 32 2 19 0 87 69 0 IOI 5 69 14 16 0 23 0 83 95 0 82 3 64 24 17 0 21 0 71 104 0 73 2 60 24 22 0 14 0 60 70 0 75 I 60 14 27 0 25 0 81 109 0 97 I 68 19 27 0 15 0 71 77 0 96 4 58 10 12 0 13 0 134 · 123 0 82 2 69 14 33 I 17 0 127 107 0 . 98 3 .57 18 27 0 18 I 116 88 0 86 I 59 21 3 I -0 28 I 88 80 0 73 5 48 21 18 0 22 0 72 57 2 93 2 55 16 33 2 28 2 134 123 2 IOI 5 69 24 99 I 63 I 448 395 0 362 10 243 63 Peak Hr. Factor 0.96 Page 1 of3 15 min Total Peds Vehicles Peds 2 331 2· I 464 3 4 619 5 3 671 5 2 ·740 3 0 809 3 I 897 2 2 1034 2 I 975 2 4 948 4 3 928 6 2 924 2 4 1034 6 10 3885 14 I 954 3 5 1069 7 2 1131 2 I 1113 I 5 1062 5 I 1167 I 5 1250 . 5 3 1328 3 0 1265 I 4 1232 4 0 1090 0 2 994 5 5 1328 7 12 5075 13 ( El Camino Real at Alga Road/Aviara Parkway Lane Configuration for Intersection Capacity Utilization · Page 2 of 3 Pk. Hr. Time Period : 7:45 AM to South Appr (NB) 8:45 AM Lane Config - urations Inside (left) I I 2 ., 3 4 5 6 Outside 7 Free-flow Lane Settings 2 Capacity 3600 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 207 916 Adjusted Hourly Volume 207 916 Utilization Factor 0.06 0.15 Critical Factors 0.06 ICU Ratio = 0.63 1800 N N 244 0 0.00 LOS= North A ""r !SB) West Annr fFB) East Annr /WB) I 2 3· 0 2 2 I 2 2 0 3600 6000 0 3600 4000 1800 3600 4000 0 064 765 63 87 176 292 612 353 106 64 828 0 87 176 292 612 459 0 0.02 0.14 0.00 0.02 0.04 0.16 0.17 0.11 0.00 0.14 0.16 0.17 B Turning Movements at Intersection of: El Camino Real and Alga Road/Aviara Parkway Time : 7:45 AM to 8:45 AM North Approach Date : 07 /20/06 Day : Thursday Name : Matt (AM), Sarah, Scott 892 Sub -63 765 To~ totals J + w e 625 _J s 1180 2 87 t 555 176 ____.. t 292 7 A North p t p i r 207 916 0 Subtotals 1662 1367 Total 3029 South Approach 1999 0 64 ~ r 244 El Camino Real 1107 L 106 ◄ 353 r 612 Total Subtotals Sub - totals Totals 1071 7 1562 491 Alga Road/Aviara Parkway Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p r El Camino Real at Alga Road/Aviara Parkway Lane Configuration tor Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South A ppr (NB) 5:00 PM to 6:00 PM Lane Config; urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings 2 3 Capacity 3600 6000 Are the North/South phases split (Y /N)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 372 836 Adjusted Hourly Volume 372 836 Utilizatiori Factor 0.10 0.14 Critical Factors 0.10 ICU Ratio = 0.77 1800 N N 581 209 0.12 LOS= North A ""r (SB) 2 3 0 3600 6000 0 214 1388 99 214 1487 0 0.06 0.25 0.00 0.25 C West Annr (EB) 2 3600 64 64 0.02 I I' 2 4000 448 448 0. I I I 1800 395 395 0.22 0.22 East Annr (WB) 2 2 0 3600 4000 0 372 243 63 372 306 0 0.10 0.08 0.00 0.10 ,"' Turning Movements at Intersection of: EICamino Real and Alga Road/Aviara Parkway w e s A p p ' Time: 5:00 PM to 6:00 PM Date : 07 /20/06 Day : Thursday North Approach Name : Matt (AM), Sarah, Scott 1701 Sub-99 1388 To~ totals J. t 715 _t 1622 1 64 907 448 ---->-t 395 7 North i t 372 836 0 Subtotals 2145 1789 Total 3934 . South Approach 2671 8 214 ~ r 581 El Camino Real 970 L_63 " 243 r 372 10 Total Subtotals Sub - totals 678 1245 Totals 1923 Alga Road/Aviara Parkway Note : Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r · CITY OF CARLSBAD . TRAFFIC MONITORING PROGRAM SUMMER 2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 16 Intersection Location: El Camino Real & Arena) Road Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram J Pagel Page2 Page3 <M RICK ENGINEERING COMPANY Transportation Division ,,- RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Arenal Road Count Date: 07/18/06 End of 15 Day: Tuesday Weather : Sunny South Annroach INB\ File: 2006 Int# 16 Data Collected by : Jasen (AM), Mike Y. (PM), Joe Traffic Control : Signalized North Annroach (SB) WestA""roach /EB) East Annroach IWBl Page I of3. 15 min Total min. prd. Left U-Tm Thru Riehl Peds Left U-Tm Thru Right Peds Left U-Tm Thru Riehl Peds Left U-Tm· Thru Riehl Peds Vehicles Peds 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45 AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM · Peak 8:45 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour l 2 0 3 l 0 12 5 6 .8 16 JO 16 35 18 30 31 24 69 27 25 30 31 18 38 23 69 ll3 0 78 6 0 4 0 . 0 135 4 3 6 0 0 180 3 7 19 0 l 220 5 0 15 0 l 235 8 0 16 0 l 262 8 0 7 0 0 310 6 5 6 0 0 385 5 I 7 0 0 345 6 2 8 0 l 403 6 I 12 0 2 302 5 I 9 0 l 298 10 3 17 0 2 403 IO 7 19 0 3 1435 22 5 36 0 Intersection Traffic in Pk. Hr. = 3542 Intersection Pdstrns in Pk. Hr. = 8 2 41 l 6 3 3 423 9 0 2 422 8 l 4 445 8 0 l 386 9 l l 455 10 0 0 461 7 0 . 3 582 13 0 2 437 9 0 2 436 15 1 3 399 9 0 o· 451 6 0 4 582 15 3 6 .1935 39 0 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 12 7 3 3 5 6 4 4 3 l 12 3 12 17 l 0 0 0 0 0 l 0 l 0 0 0 l 2 . --~ 4419 5 193 0 2 253 0 0 · 313 0 0 337 I 0 380 I 0 438 I 0 402 0 0 448 0 0 391 0 0 499 0 I 452 0 0 427 0 0 499 I 2 1790 0 l Peak Hr. Factor 431 I 0 436 0 0 380 3 0 441 3 0 414 l 0 464 l 0 543 3 1 529 l 2 600 8 0 442 l 0 448 l 0 447 I 0 600 8 2 2136 13 3 Peak Hr. Factor 2 0 0 I I 0 5 0 0 2 ·o 302 2 0 .. 0 I 18 0 3 0 0 2 5 424 8 0 0 I 17 0 6 0 0 4 2 543 9 0 0 0 24 0 IO 0 0 3 6 619 6 0 0 I 20 0 15 0 0 3 l 681. l l 0 0 21 0 16 0 0 8 0 763 o. 0 0 0 32 2 4 0 0 3 6 775. I3 0 0 0 32 0 15 0 0 4 0 901 l· 0 0 4 38 0 IO 0 0 6 l 814 3 0 0 0 32 0 15 0 0 5 0 981 2 0 0 0 35 0 21 0 0 4 l 846 2 I 0 2 35 2 9 0 2 5 2 817 7 2 0 4 38 2 21 0 2 8 6 98! 13 0 0 4 137 0 61 0 0 19 2 3542 8 . --0.90 l 0 0 29 0 21 0 l 10 2 944 5 0 0 0 15-0. 5 0 l l I 0 940 0 0 0 0 14 0 6 0 0 7 l 876 2 l o· ·o 14 l 4 0 0 2 0 949 l 0 0 l 19 0 5 0 0 10 8 920 9 0 0 0 18 0 8 0 0 9 0 999 0 0 0 0 26 0 4 0 l 16 2 1091 3 0 0 3 26 0 5 0 2 5 0 1203 2 0 0 l 23 0 7 0 0 4 0 1126 0 0 0 0 18 0 9 0 0 4 0 946 I 0 0 0 20 0 3 0 0 5 l 938 l 0 0 l 13 0 8 0 0 7 l 960 l l 0 3 29 l · 21 0 2 16 8 1203 9 0 0 4-93 0 24 0 3 34 2 4419 5 0.92 El Camino Real at Arena! Road Lane Configuration for Intersection Capacity Utilization " Pk. Hr. Time Period : South Aeer (NB) North Annr (SB) West A ""r /EB) 7:45 AM to 8:45AM ~ Thru Right Left Thru Right Left Thru Right Lane Inside l I l I Config -(left) 2 l l I I . urations 3 l l l 4 l I 5 6 Outside 7 Free-flow Lane Settings l 3 0 I 2 0 l I 0 Capacity 1800 6000 0 1800 4000 0 1800 2000 0 Are the North/South phases split (Y /N)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 38 1435 22 36 1790 0 0 4 137 Adjusted Hourly Volume 38 1457 0 36 1790 0 0 141 0 Utilization Factor 0.02 0.24 0.00 0.02 0.45 0.00 0.00 0.07 0.00 Critical Factors 0.02 0.45 0.07 ICU Ratio = 0.67 LOS= B ,-;;=.' . . Page 2 of3 East Annr (WB) Left Thru Right l I I . l l 0 1800 2000 0 61 0 19 61 19 0 0.03 0.01 0.00 0.03 f' ,, . I_ / Turning Movements at Intersection of: El Camino Real and Arena! Road Time : 7:45 AM to 8:45 AM North Approach Date: 07/18/06 Day : Tuesday Name: Jasen (AM), Mike Y. (PM), Joe 1826 Sub -0 1790 + To~ totals J w e 35 _t s 176 0 0 t 141 4 __.. 137 7 A. t North p p i r t 38 1435 3 Subtotals 1991 1495 Total 3486 r South Approach 3280 0 36 ~ r 22 El Camino Real 1454 L 19 +-0 r 61 Total .--Subtotals Sub - totals Totals 80 0 142 62 Arena! Road Note : LefMurn volumes include U-tums. U-turns in bold. ,, E a s A p p r • CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 17 Intersection Location: El Camino Real & La Costa A venue Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 '" RICK ENGINEERING COMPANY Transponarion Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : La Costa A venue Count. Date : 07/18/06 End of 15 Day : Tuesday Weather : . Sunny South Annroach (NB) File : 2006 Int# I 7 Data Collected by : Raul (AM), Tyler (PM), Matt, Sam Traffic Control : Signalized North Annroach (SB) West Annroach fF.B) East Annroach (WB) Page I of3 15 miri Total min. prd. Left U-Tm Torn .Right Peds Left U-Tm Torn Right Peds Left U-Tm Tom Right Peds Left U-Tm Thrn Riehl Peds Vehicles Peds 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45 AM 8:00AM * 8:15 AM * 8:30AM * 8:45AM * 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45AM Hour 3:45 PM 4·:o0PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM * 5:30PM * 5:45PM * 6:00PM * 6:15 PM 6:30 PM ,Max. 15 min. Pk. Hr. Vol. 5:00PM Peak 6:00 PM Hour 11 34 16 20 35 45 38 39 43 32 52 42 52 166 45 64 53 73 53 69 48 67 64 50 62 47 73 229 I 30 5 0 3 0 3 51 2 0 I 0 0 54 4 2 4 0 0 93 .2 0 9 0 0 99 8 I 14 0 0 128 12 0 19 0 0 141 6 2 19 I 0 204 11 I 30 0 0 180 9 0 21 I 0 167 3 3 39 I 0 175 6 I 38 0 0 177 10 0 28 0 3 204 12 3 . 39 I 0 726 29 5 128 2 Intersection Traffic in Pk. Hr. = 5195 Intersection Pdstrns in Pk.-Hr. = 12 I 160 12 0 45 0 2 259 18 . 2 51 I I 304 32 0 41 0 0 279 20 I 34 0 I 272 28 0 49 0 2 258 22 2 52 I I 253 18 I 50 0 0 338 25 0 51 0 0 311 25 I 58 0 I 273 19 2 54 I I 241 14 I 44 2 0 255 29 2 36 0 2 338 32 2· 58 · 2 2 1175 87 4 213 I Intersection Traffic in Pk. Hr. = 5220 Intersection Pdstms in Pk. Hr.· = 9 51 114 I 83 119 138 2 95 161 125 0 165 209 177 0 187 255 144 0 161 311 182 I 171 301 132 I 216 329 210· 5 169 303 155 0 167 327 186 0 200 371 139: 0 131 354 173~ 0 163 371 2ro:;~ 5 216 1330 690 5 667 Peak Hr. Factor 209 161 0 136 232 127 I 123 198 76 0 133 229 74 2 143 229 99 0 156 258 82 0 150 285 116 0 121 277 116 0 167 264 105 2 155 239 95 0 128 204 96 0 141 203 69 O· 161 285 161 2 · 167 1065 432 2 571 Peak Hr. Factor 0 41 12 I 10 I 79 10 0 451 2 0 67 22 0 17 0 79 13 I 641 3 0 78 50 0 24 0 · 134 19 0 834 2 0 73 66 0 25 0 110 36 0 1007 0 0 71 38 I 38 0 84 24 0 971 2 0 89 64 0 48 0 94 27 I 1190 2 I 78 65 0 33 0 116 22 0 1169 3 0 99 97 I 45 0 l.19 16 0 . 1368 7 0 90 74 0 49 0 100 27 I 1219 I 0 88 86 0 30 0 111 38 0 1308 3 0 114 76 0 31 0 122 45 0 1300 I 0 102 58 0 37 0 120 33 0 1297 0 I 114 97 I 49 I 134 · 45 I 1368 7 0 391 333 I 155 0 452 126 !. 5195 12 ~ ~-0.95 0 ·120 51 I 24 0 104 36 0 1104 I 0 113 42 0 16 0 75 42 0 1165 3 0 124 57 0 33 0 117 45 0 1214 0 0 106 49 3 42 0 . 81 59 0 1189 6 0 112 50 0 35 0 98 61 0 1243 0 0 119 52 0 31 0 77 47 I 1220 3 I 136 46 0 24 0 81 49 0 1229 I 0 144 53 0 38 I 83 47 I 1407 I 0 142 54 I 31 0 75 46 0 1330 4 0 148 66 0 22 0 111 47 I 1254 3 0 140 37 0 36 0 102 34 0 1154 I 0 149 47 0 24 0 86 45 0 1151 2 I 149 , 66 3 42 I 117 6J, I 1407 6 I 570 219 I 115 I 350 189 2 5220 9 0.93 ,r", El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:45 AM to South Appr (NB) 8:45 AM Lane Config - urations Inside (left) Outside Free-flow Lane Settings Capacity 2 3 4 5 6 7 2 3600 l 3 6000 Are the North/South phases split (Y /N)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 166 726 Adjusted Hourly Volume 166 755 Utilization Factor 0.05 0.13 Critical Factors 0.05 ICU Ratio = 0.72 0 0 N N 29 0 0.00 LOS= North Annr /SB) " I 2 3600 130 130 0.04 C 3 6000 1800 1330 690 1330 483 0.22 0.27 0.27 West Annr /EB) 2 2 I 3600 4000 1800 667 391 333 667 391 333 0.19 0.10 0.19 0.19 Page 2 of3 East A nnr (WB) 2 1800 4000 1800 155 452 126 155 452 126 0.09 0,11 0.07 0.11 1 Turning Movements at Intersection of: EI Camino Real and La Costa Avenue Time : 7:45 AM to 8:45 AM North Approach El Camino Real Date: 07/18/06 Day : Tuesday · 3671 Total Name : Raul (AM), Tyler (PM), Matt, Sam 2150 1521 Subtotals 2 Sub, 690 1330 130 Sub - T~ totals J + L. totals Totals w e 1308 ___j L s 2699 0 667 126 1391 391 __.. t +--452 733 333 7 r 155 0 1281 A North p 548 p i t r r 166 726 29 La Costa Avenue 0 Subtotals 1818 921 Total 2739 Note: Left-tum volumes include U-turns. U-turns in bold. South Approach 30% RTOR reduction used for SBRTs E a s A p p r \__·. . CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM , SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 18 Intersection Location: El Camino Real & Levante Street Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 ,M RICK ENGINEERING COMPANY Transportation Division ,~---. •, \__ __ : CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 19 Intersection Location: El Camino Real & Calle Barcelona Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 '" RICK ENGINEERJNG COMPANY Transporracion Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page I of3 City : Carlsbad File : 2006 Int# 19 Intersection of: N/S Street : El Camino Real E/W Street : Calle Barcelona Data Collected by : Art (AM),'Carlos (AM), Mark (PM), Matt (PM) Count Date: 07/18/06 End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 2 5 I 0 I 7 o· 7 0 0 5 4 7 12 21 15 12 16 15 16 11 19 16 16 23 17 23 62 Day : Tuesday Weather : Sunny South Annroach (NB) North Annroach (SB) U-Tm Thru Riehl Peds 0 28 5 0 0 41 4 ·O 0 65 4 0 0 72 7 0 0 87 9 0 I 118 8 I 0 137 7 0 0 170 23 0 0 156 15 0 0 135 JO 0 0 226 19 0 2 141 19 0 2 226 23 I 0 687 67 0 Intersect10n Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. I 303 52 0 I 256 44 0 0 334 48 0 I 250 47 0 0 282 48 0 0 259 50 0 5 357 52 I 1 308 60 0 0 274 43 0 4 278 48 0 2 287 47 0 3 219 42 3 5 357 60 3 6 1198 205 I Left 2 7 2 7 7 8 12 13 13 18 26_ 25 26 70 26 40 13 38 27 32 5 45 54 58 29 34 58 136 U-Tm 0 0 0 0 I 0 0 0 I 0 I 0 I 2 3184 3 0 0 5 0 0 0 . 0 0 I 0 0 0 5 I Intersection Traffic m Pk. Hr. -3981 Intersection Pdstms in Pk. Hr. 11 Thru Riehl Peds 62 8 0 119 12 2 223 17 0 212 -34 0 275 24 I 289 40 0 378 41 0 381 49 2 317 46 0 355 50 0 418 45 I 375 41 I 418 50 2 1471 190 ' 3 Peak Hr. Factor 268 49 0 317 40 0 298 44 0 342 48 4 273 40 0 338 64 0 295 70 0 284 53 0 302 55 0 292 45 0 287 48 0 210 34 0 342 70 4 1219 242 0 Peak Hr. Factor Traffic Control : Signalized·. i WestAnnroach (EB) -East Anoroach (WB) 15 min Total Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Vehicles Peds 3 0 2 2 0 JO 0 15 10 0 149 0 9 0 2 I 0 7 0 15 20 0 242 2 4 0 4 6 0 28 0 29 11 0 394 0 JO 0 5 0 0 33 0 33 11 0 424 0 9 0 9 5 0 31 0 36 23 0 517 I 9 0 19 0 I 50 0 57 27 0 633 2 18 0 7 I . 0 50 0 60 28 0 739 O· 16 I 16 5 0 46 0 60 32 0 819 2 16 0 4 2 0 44 0 51 36 0 701 0 20 0 .9 6 0 63 0 65 25 0 756 0 19 0 17 5 0 47 0 57 23 0 908 I 21 0 14 JO 0 53 0 53 28 0 786 I 21 I 19 10 I 63 0 65 36 0 908 2 71 1 46 18 0 200 0 233 116 0 3184 3 0.88 48 0 38 21 0 38 . 0 88 23 4 976 4 62 0 48 16 0 27 0 26 21 6 913 0 52 0 33 21 6 18 0 31 19 5 928 11 42 0 48 13 2 21. 0 25 24 3 915 9 68 0 48 18 0 55 0 35 18 0 927 0 44 0 47 15 2 61 0 30 29 2 985 4 42 0 48 32 I, 63 0 28 27 I 1035 3 39 0 41 23 J, 56 0 42 15 0 986 I 59 0 43 19 0 36 0 47 26 3 975 3 60 0 53 25 0 25 0 52 12 3 968 3 50 0 39 17 0 28 0 37 14 0 908 0 43 0 60 22 3 25 0 28 16 2 753 8 68 0 60 32 6 63 0 88 29 5 1035 11 184 0 179 89 4 216 0 147 97 6 3981 11 0.96 ' / El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr.(WB) Pk. Hr. Time Period : . 7:45 AM to South Appr (NB) 8:45 AM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow I Lane Settings . 2 3 Capacity 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor. 0.10 Hourly Volume · 12 687 Adjusted Hourly Volume 12 754 Utilization Factor 0.00 0. 13 Critical Factors 0.00 ICU Ratio = 0,51 Turning Movements at Intersection of: Time: 7:45 AM to 8:45 AM Date: 07/18/06 Day : Tuesday I . 0 0 N N 67 0 0.00 LOS= North Annr (SB) 2 3 0 I 3600 6000 0 1800 n 1471 190 72 72 1661 0 72 0.02 0.28 0,00 0.04 0.28 0.04 A El Camino Real North Approach 2609 Name : Art (AM), Carlos (AM), Mark (PM), I, 1733 .2 Sub -190 1471 . 72 To~ totals J + w I 4 e 436 _f s 572 1 72 t 136 46 __.., ·t 18 7 A North p t p i r r 12 687 67 0 Subtotals 1689 766 Total 2455 South Approach 2 0 2 0 4000 0 1800 4000 0 46 18 200 233 116 64 0 200 349 0 0.02 0.00 0.11 0,09 0.00 0.09 and Calle Barcelona El Camino Real 876 L 116 +-233 r 200 0 Total Subtotals Sub - totals 549 183 Calle Barcelona Totals 732 Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p r ' ( El Camino Real at Calfe Barcelona Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Annr (SB) ' West Annr /EB) 4:45 PM to 5:45. PM Lane Config • urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 3 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor .0.10 Hourly Volume 68 1198 Adjusted Hourly Volume 68 1403 Utilization Factor 0.02 0.23 Critical Factors 0.23 ICU Ratio = 0.56 0 0 N N 205 0 0.00 LOS= '1 2 3 0 2 0 3600 6000 0 1800 4000 0 137 1219 242 184 179 89 137 1461 0 184 268 0 0.04 0.24 0.00 0.10 0.07 0.00 0.04 0.07 A Page 3 of3 East A nnr /WB) I 2 0 1800 4000 0 216 147 97 216 244 0 0.12 0.06 0.00 0.12 ' · Turning Movements at Intersection of: El Camino Real and Calle Barcelona Time : 4:45 PM to 5:45 PM North Approach Date: 07/18/06 Day : Tuesday Name : Art (AM), Carlos (AM), Mark (PM), I,, 1598 Sub· 242 1219 Totals totals J t w e 451 _j s 903 0 184 t 452 179 ~ t 89 7 A North p t p i r 68 I 198 6 Subtotals 1530 1471 Total 3001 South Approach 3078 1 137 ~ r 205 El Camino Real 1480 L 97 ~ 147 r 216 Total Subtotals Sub· totals Totals 460 0 980 520 Calle Barcelona Note : Left-turn volumes include U-turns. U-turns in bold. E a s A p p ' ' ''--"' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 ~ INTERSECTION ANALYSIS SUMMARY Intersection Number: 20 Intersection Location: Palomar Airport Road & A venida Encinas Contents: Turn Movement Count Summary (A.M. and P.M.) Pagel -, A.M. Peak Hour ICU Analysis and Page2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page3 ,. RICK ENGINEERING COMPANY Transportation Ditiision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Avenida Encinas Count Diite: 07/11/06 EfW Street : Palomar Airport Road Day : Tuesday Weather: Sunny File : 2006 Int #20 Data Collected by : Sarah, Scott Traffic Control : Signalized South Aporoach (NB) North Annroach /SBY West Annroach (EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45 AM 8:00AM • 8:15AM * 8:30AM * 8:45AM * 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00PM 5:15PM * 5:30PM • 5:45 PM • 6:00 PM • 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5:00PM Peak 6:00 PM Hour Left I 0 0 5 4 4 2 6 7 I 7 4 7 21 10 8 14 12 21 15 24 14 16 4 13 10 24 58 U-Tm Thru Rioht Peds, Left U-Trn 0 3 8 I 11 0 0 4 4 0 21 0 0 I 13 0 27 0 0 8 13 0 17 0 0 6 15 0 18 J. 0 12 33 0 29 0 0 JO 34 0 30 2 0 4 25 0 30 0 0 14 30· I 36 I 0 14 28 0 40 0 0 19 29 0 47 I 0 15 29 I 32 I 0 19 34 I 47 2 0 51 112 I 153 2 Intersectron Traffic m Pk. Hr. -. I 640 Intersection Pdstms in Pk. Hr. 1 0 9 48 3 38 0 0 15 · 45 0 44 0 0 21 54 0 50 0 0 16 53 I 41 () 0 22 . 83 0 62 0 0 22 97 0 64 0 0 31 114 I 103 . I 0 34 80 I 86 0 0 25 89 I 74 0 0 15 86 0 83 0 0 23 55 0 55 0 0 25 58 0 69 0 0 34 114 3 103 I 0 105 369 3 346 I Intersection Traffic m Pk. Hr. 2381 Intersection Pdstms in Pk. Hr. 5 Thru Right Peds Left U-Tm Thru Right Peds 7 0 I 2 0 25 5 0 11 I 0 0 0 27 3 0 12 4 0 6 0 50 4 I 13 3 0 0 0 40 11 I JO 4 0 9 0 50 14 0 16 3 0 5 0 57 JO 0 17 8 2 9 0 72 8 2 17 6 0 13 0 67 16 ·o 14 5 0 13 0 73 15 0 15 5 0 JO 0 68 JO 0 21 5 0 15 0 67 7 0 19 6 0 12 0 72 9 4 21 8 2 15 0 73 16 4 67 21 0 51 0 275 48 0 Peak Hr. Factor 0.92 13 7 I 9 0 85 14 I 20 13 0 7 0 71 11. I 22 14 0 6 0 79 8 0 25 7 I 13 0 73 6 0 21 12 I 6 0 80 9 0 25 19 0 14 0 60 11 0 27 12 0 . 14 0 74 7 0 12 17 0 11 0 66 4 0 15 12 0 10 0 74 5 2 15 9 0 7 0 74 8 0 13 17 0 13 0 53 3 0 13 JO I 8 0 64 3 0 27 19 I 14 0 85. 14 2 69 50 0 42 0 288 24 2 Peak Hr. Factor 0.90 East Annroach IWB\ Left U-Trn Thru Rioht 44 0 11 30 27 0 34 42 39 0 43 29 50 0 54 41 55 0 54 48 83 0 57 46 59 I 59 73 94 0 65 70 81 I 76 82 66 0 55 60 64 0 68 57 54 0 48 64 94 I 76 82 305 I 264 269 54 I 94 54 60 I 93 50 43 0 87 58 56 0 89 54 48 0 JOI 55 48 0 71 66 57 I 111 87 50 0 123 83 73 0 119 88 47 0 115 75 37 0 79 63 24 I 98 78 73 I 123 88 227 I 468 333 Page I of3 15 min Total Peds Vehicles Peds I 147 3 0 174 0 0 228 I 0 255 I . 0 288 0 0 355 0 0 384 4 0 413 0 0 448 I 0 372 0 0 407 0 0 365 5 I 448 5 0 IMO I 0 436 5 0 438 I 0 456 0 0 445 2 0 520 I 0 512 0 0 663 I 0 580 I 0 600 3 0 538 0 I 424 I 0 461 I I 663 5 0 2381 5 Avenida Encinas at Palomar Airport Road Lane Configuration for Intersection C8f>acity Utilization Page 2 of3 East Annr /WB) Pk. Hr. Time Period : 7:45 AM .to South A ppr (NB) 8:45 AM LEl.ne Config • urations Inside (left) 2 3 4 5 ·6 Outside 7 Free-flow Lane Settings I Capacity I 800 2000 · Are the.North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0. I 0 Hourly, Volume 21 .51 Adjusted Hourly Volume 21 51 Utilization Factor 0.01 0.03 Critical Factors 1800 y ·N 1-12 112 0.06 0.06 ICU Ratio = 0.55 LOS= Turning Movements at Intersection of: w e s. t A p p r Time: 7:45 AM to 8:45 AM Date: ·07/11/06 Day : Tuesday Name : Sarah, Scott Sub· To~ totals 306 680 374 0 Subtotals Total 51 275 48 North Annr /SB) West Annr /EB) 2 0 I 3600 0 1800 1800 155 67 21 51 222 0 21 51 0.06 0.00 O.Gl 0.03 0.06 A A venida Encinas North Approach 616 243 2 21 67 155 J i ~ _j _.. t 7 North i t r 21 51 112 0 420 184 604 South Approach 0 1 2000 0 1800 2000 1800 275 48 306 264 269" 323 0 306 264 269 0.16 0.00 0.17 0.13. 0.15 0.16 0.17 and Palomar Airport Road Avenida Encinas 373 L 269 +-264 r 306 Total Subtotals Sub· totals Totals 839 1 1380 541 Palomar Airport Road Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p r Avenida Encinas at P~lomar Airport Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) · North Annr /SB) West Annr /FB) 5:00 PM to Page 3 of3 East Annr /WB) 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right . Lane Config - orations Inside (left) 2 3 4 5 6 Outside. 7 Free-flow Lane Settings Capacity 1800 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 58 105 Adjusted Hourly Volume 58 105 Utilization Factor 0.03 0.05 Critical Factors ICU Ratio = · 0.72 Turning Movements at Intersection of: Time: 5:00 PM to 6:00 PM Date: 07/11/06 Day : Tuesday Name : Sarah, Scott . Sub - To~ totals. w e 576 s 930 0 I 354 A p p r 1800 y N 369 369 0.21 0.21 LOS= 42 288 24 Subtotals Total 2 0 1 0 1 1 3600 0 1800 1800 2000 0 1800 2000 1800 --347 69 50 42 288 24 228 468 333 416 0 50 42. 312 0 228 468 333 0.12 0.00 0.03 0.02 0.16 0.00 0.13 0.23 0.19 0.12 0.16 0.13 C Avenida Encinas and Palomar Airport Road North Approach Avenida Encinas 947 Total 466 481 Subtotals 1 50 69 347 Sub - J t L. totals . Totals _j L 333 ~ t ~ 468 1029 7 r 228 1 2033 North 1004 i t r 58 105 369 Palomar Airport Road 0 320 532 852 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s . t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 21 Intersection Location: Palomar Airport Road & Paseo Del Norte Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERJNG COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City: Carlsbad Intersection of: N/S Street : Paseo Del Norte Count Date: 07/11/06 E/W Street : Palomar Airport Road Day : Tuesday Weather: Sunny File: 2006 Int #21 Data Collected by : Art, Carlos, Raul Traffic Control : Signalized South Annroach (NB) North Annroach (SBl West Annroach /EB) End ofl5 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45AM Peak 8:45 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45PM 5:00 PM * 5:15 PM * 5:30 PM • 5:45PM • 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 21 33 39 41 53 45 65 60 52 41 49 62 65 202 44 52 -67 68 69 67 92 74 79 61 77 62 92 312 U-Tm Thru Right Peds Left U0Tm Thru 0 5 8 0 6 0 5 0 8 8 0 9 0 2 0 11 20 0 12 0 I 0 16 17 3 15 0 3 0 21 11 I 23 0 9 0 21 30 I 27 0 13 0 19 35 2 36 0 10 0 35 56 8 44 0 16 0 33 30 I 35 0 15 0 29 26 2 41 0 9 0 36 31 0 46 0 21 0 28 37 I 45 0 23 0 36 56 8 46 0 23 0 133 143 11 166 0 61 Intersectmn Traffic m Pk. Hr. -4555 Intersection Pdstrns in Pk. Hr. 29 0 19 31 1 55 0 42 0 32 36 0 54 0 33 0 36 44 4 70 0 41 0 46 36 I 56 0 32 0 34 44 3 72 0 35 0 46 40 0 72 0 41 0 69 46 0 53 0 33 0 41 37 2 68 0 39 0 55 36 0 72 0 42 0 38 52 0 52 0 36 0 42 38 1 46 0 31 0 18 45 1 29 0 31 0 69 52 4, 72 0 42 0 211 159 2 265 • 0 155 Intersection Traffic m Pk. Hr. -5988 Intersection Pdstrns in Pk. Hr. 9 Rioht Peds Left U-Tm Thru Right Peds Left 13 0 18 I 226 9 0 2 15 0 22 2 298 27 0 3 8 0 30 I 396 14 3 4 11 0 58 2 451 16 3 7 16 0 45 0 363 23 3 11 18 I 47 3 462 .24 I 10 30 2 72 I 579 19 I 13 27 4 92 2 650 36 3 10 30 I 64 3 565 42 5 18 22 3 58 2 548 34 I 23 28 0 101 6 438 41 1 16 32 o· 86 0 506 47 1 22 32 4 101 6 650 47 5 23 107 8 315 13 2201 153 10 67 Peak Hr. Factor 0.93 74 I . 91 6 309 41 0 JI 88 2 85 5 275 48 3 45 81 1 81 4 285 52 0 43 65 I 90 2 280 47 0 32 72 3 101 6 285 48 1 37 69 0 97 5 289 36 I 43 82 0 78 5 270 55 1 42 78 1 96 3 305 53 2 48 68 0 106 2 341 56 2 62 73 0 73 0 291 45 0 47 84 0 78 3 253 34 2 37 53 0 68 6 249 40 0 37 88 3 106 6 341 56 3 62 297 1 377 15 1205 200 6 195 Peak Hr. Factor 0.95 East Annroach (WB) U-Tm Thru Rioht I 181 12 5 187 20 2 166 16 6 165 . 40 3 179 48 4 211 41 2 174 35 I 163 36 4 226 50 3 182 49 5 206 69 7 197 53 7 226 69 13 777 204 7 427 58 10 440 59 12 435 56 9 486 64 7 494 64 3 494 64. 6 634 71 7 573 91 9 559 86 10 413 79 7 422 ·58 11 392 48 1_2 634 91 25 2260 312 Page I of3 15 min Total Peds Vehicles Peds 0 508 0 I 639 I 0 720 3 I 848 7 I 805 5 0 956 3 I 1090 6 0 1228. 15 0 1167 7 0 1067 6 0 1093 I 0 1145 2 . I 1228 15 0 4555 29 0 1235 2 0 1262 5 0 1307 5 I 1313 .3 0 1368 7 0 1366 1 0 1536 1 0 1513 5 0 1573 2 1 1270 I 1 1210 4 0 1089 I I 1573 ?. 0 5988 9 r ( Paseo Del Norte at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East A nnr IWB\ Pk. Hr. Time Period : 7:45 AM to South Appr (NB) 8:45 AM Lane Config • urations Inside (left) I . I 2 3 4 5 6 Outside 7 Free-flow Lane Settings 2 Capacity 3600 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 202 133 Adjusti,d Hourly Volume 202 276 Utilization Factor 0.06 0.07 Critical Factors 0.07 ICU Ratio = 0.63 Turning Movements at Intersection of: Time : 7:45 AM to 8:45 AM Date: 07/11/06 Day : Tuesday 0 0 N N 143 0 0.00 LOS= Name : Art, Carlos, Raul w e s rTo~ 3781 Sub· totals 1099 13 328 North Annr ISB\ 2 2 0 2 3600 4000 0 3600 166 61 107 328 166 168 0 328 0.05 0.04 0.00 0.09 0.05 B Paseo Del Norte North Approach 107 j _j 334 61 i 986 0 166 L. 2682 2201---+-t A p p r Subtotals Total 153 7 North i t 202 133 0 281 478 759 South Approach r 143 3 0 2 3 6000 0 3600 6000 1800 2201 153 80 777 204 2354 0 80 777 204 0.39 0.00 0.02 0.13 0.11 0.39 0.02 and Palomar Airport Road Paseo Del Norte 652 L 204 +-777 r 80 Total Subtotals Sub· totals Totals 1061 13 3584 2523 Palomar Airport Road Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r Paseo Del, Ntfrte at Palomar Airport Road • Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 2 3600 4000 Are the North/South phases split (Y /N)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 312 211 Adjusted Hourly Volume 312 370 Utilization Factor 0.09 0.09 Critical Factors 0.09 ICU Ratio = 0.79 0 0 N N 159 0 0.00 LOS= North Annr (SB) 2 2 0 3600 4000 0 265 155 297 265 452 0 0.07 0.11 0.00 0.11 C Page 3 of3 WestAnnr/EB\ 2 3 0 ·2 3 I 3600 6000 0 3600 6000 1800 392 1205 200 220 2260 312 392 1405 0 220 2260 312 0.11 0.23 0.00 0.06 0.38 0.17 0.1 I 0.38 , Turning Movements at Intersection of: Paseo Del Norte and Palomar Airport Road Time: 4:45 PM to 5:45 PM North Approach Date: 07/11/06 Day : Tuesday Name: Art, Carlos, Raul 717 Sub -297 155 :ro~ totals J t w e 2884 __j s 4681 15 392 i 1797 1205___.. t 200 7 A North p t p i r 312 211 0 Subtotals .550 682 Total 1232 South Approach 1617 0 265 L. i 159 Paseo Del Norte 900 L 312 .. u6o r 220 Total Subtotals Sub - totals Totals 2792 25 4446 1654 Palomar Airport Road Note : · Left-tum volumes inclutie U-turns. U-turns in bold. E a s A p p CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 22 Intersection Location: Palomar Airport Road & Armada Drive/ Costco Entrance Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Armada Drive/Costco Entrance E/W Street : Palomar Airport Road Count Date: 07/27/06 Day : Thursday Weather: Sunny File : 2006 Int #22 Data Collected by : Raul, Eduardo (AM), Tyrone (PM) Traffic Control : Signalized South Annroach (NB) North Annroach(SB) WestAnnroachmB) East Annroach f\VB) End ofl5 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM * 8:00AM * 8:15 AM * 8:30AM * 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.30AM Peak 8:30AM Hour 3:45 PM 4:00 PM 4:15 PM·· 4:30 PM 4:45 PM 5:00PM * 5:15 PM * ·5:30 PM * 5:45 PM • 6:00 PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left 10 13 10 20 12 12 11 13 12 9 7 9 20 45 48 68 75 58 71 67 91 86 87 54 76 62 91 331 U-Tm Thru Rioht Pods Left U-Tm Thru 0 3 4 0 2 0 4 0 2 3 I 2 0 I 0 3 6 0 3 0 I 0 2 7 0 6 I 2 0 I 9 0 7 0 3 0 2 12 0 11 0 2 0 I 14 0 IO I 3 0 3 7 I 19 I I 0 5 12 0 19 0 4 0 3 9 0 9 0 I 0 4 16 0 4 0 2 0 5 13 0 9 0 7 0 5 16 I 19 I 7 0 12 42 I 57 2 9 Intersection Traffic m Pk. Hr. -3667 Intersection Pdstms in Pk. Hr. 10 0 13 21 0 36-0 13 0 23 63 0 39 0 9 0 13 49 0 34 0 17 0 10 69 0. 33 0 7 0 IO 57 0 48 0 9 0 21 67 0 45 · I 6 0 19 54 0 74 0 15 0 28 53 0 41 0 20 0 23 84 0 37 0 12 0 31 62 0 36 I IO 0 II 62 0 29 0 4 0 15 56 0 20 2 16 0 31 84 0 74 2 20 · 0 91 258 0 197 I 53 -Intersection Traffic m Pk. Hr. -4664 Intersection Pdstms in Pk. Hr. 4 Rivht Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right 3 0 13 2 213 12 0 4 0 185 II 5 0 9 1 265 20 0 IO 0 188 II 3 0 18 3 315 12 I 3 0 169 27 II 0 ·25 I 371 24 0 13 0 186 35 7 0 31 I 323 17 0 12 0 202 22 4 0 18 3 427 24 2 14 0 253 23 12 2 42 I 529 28 I IO 0 194 48 12 0 57 2 582 20 3 6 0 185 41 7 0 51 3 455 36 . 0 II 0 270 53 9 I 28 2 484 37 0 11 0 233 41 8 0 27 2 453 37 0 IO 0 272 25 19 0 47 4 435 31 0 13 I 241 24 . 19 2 57 4 582 37 3 14 I 272 53 40 3 178 8 2050 121 4 38 0 882 183 Peak Hr. Factor 0.97 , 37 0 18 II 179 34 I 79 0 421. 23 42 0 20 25 172 28 2 30 0 384 · 17 51 0 15 14 193 37 2 42 0 377 27 36 0 24 II 163 31 0 52 0 464 34 43 0 20 14 188 43 I 66 3 452 22 57 0 19 13 163 30 0 82 4 470 18 64 I 22 9 204 39 I 52 I 587 16 57 0 21 13 194 36 0 75 I 542 21 56 0 27 18 168 28 I 50 0 553 23 32 0 22 12 143 43 1 70 I 450 18 33 I 25 12 162 33 I 36 I 400 11 37 0 17 16 205 28 0 64 0 356 9 64 I 27 25 205 43 2 82 4 587 34 234 I 89 53 729 133 2 259 6 2152 78 Peak Hr. Factor 0.94 Page I of3 15 min Total Peds Vehicles Peds 0 466 0 I 530 2 0 573 I 0 704 0 0 647 o. 0 805 2 0 904 3. 0 949 4 0 938 0 2 876 3 0 867 0 0 858 0- 2 949 4 2 3667 10 0 933 I I 920 3 0 944 2 0 992 0 0 1046 I I 1063 I 0 1247 2 0 1188 0 0 ll66 I 0 985 I 2 895 4 0 903 0 2 1247 4 I 4664 4 Armada Drive/Costco Entrance at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2 of3 East Annr /WB) Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lan·e Contig - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow I Lane Settings 2 Capacity 3600 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor · 0.10 Hpurly Vo_lume 45 12 Adjusted Hourly Volume 45 54 Utilization Factor 0.01 0.03 Critical Factors 0.03 ICU Ratio -0.51 0 0 N N 42 0 0.00 LOS,;, North Annr (SB) 2· I 3600 2000 1800 59 9 40 59 9 40 0.02 0.00 0.02 0.02 A West Annr /EB) 2 3 1 1 3 1 3600 6000 1800 1800 6000 1800 186 ·2050 121 38 882 183 186 2050 121 38 882 183 0.05 0.34 0.07 0.02 0.15 0.10 0.34 0.02 Turning Movements at Intersection of: Armada Drive/Costco Entrance and Palomar Airport R.oad w e s A p p r Time : 7:30 AM to 8:30 AM North Approach Date: 07/27/06 Day : Thursday Name : Raul, Eduardo (AM), Tyrone (PM) Sub- to~ totals 975 3332 8 186 _j 2050_.. 121 7 2357 Subtotals Total 168 40 j i 45 0 267 · 108 9 t t North t 12 99 483 2 59 ~ r 42 Armada Drive/Costco Entrance 375 -t' 183 ◄ 882 ... 38 0 Total Subtotals Sub- totals 1103 2149 Palomar Airport Road Totals 3252 Squth Approach Note : Left-tum volumes include U-tums. U-turns in bold. -•· E a s A p p r ' >' Armada Drive/Costco Entrance at Palomar Airport Road Lane Configuration for Intersection Capa9ity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - ur£,1.tions Inside (left) 2 3 4 5 6 Oµtside 7 Free-flow Lane Settings 2 Capacity 3600 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 331 91 Adjusted Hourly Volume 331 349 Utilization Factor 0.09 0.17 Critical Factors 0:17 ICU Ratio = 0.73 0 0 N N 258 0 0.00 LOS= 2 3600 2000 198 53 198 53 0.06 0.03 0.06 C West Annr ffiB) 1 1 . 1 1 2 3 3 1800 3600 6000 1800 1800 6000 1800 234 142 729 133 265 2152 78 234 142 729 133 265 2152 78 0.13 0.04 0.12 0.07 0.15 0.36 0.04 0.04 0.36 · Turning t,..,fovements at Intersection of: Armada Drive/Costco Entrance and · Palomar Airpo,:t ·Road Time: 4:45 PM to 5:45 PM North Approach Armada Drive/Costco Entrance Date: 07/27/06 Day : Thursday 744 Total Name : Raul, Eduardo (AM), Tyrone (PM) 485 259 Subtotals 1 Sub -234 53 198 Sub - To~-totals j + ~ totals w e 2770 _t L s 3774 53 142 78 t 1004 729 _., t +-2152 2495 133 7 r 265 6 A North p 1190 p i t r r 331 91 258 Palomar Airport Road 0 Subtotals 445 680 Total 1125 Totals 3685 South Approach Note: Left-turn volumes include U-tums. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 23 ( Intersection Location: Palomar Airport Road & Hidden Valley Road Contents: Turn Movement Count Summary (A.M. and P.M.) Page 1 A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Hidden Valley Road E/W Street : Palomar Airport Road Count Date: 07/27/06 Day : Thursday Weather : Sunny File : 2006 Int #23 Data Collected by: Sarab (AM), Nick (PM), Scott Traffic Control : Signalized South Aooroach (NB) North Annroach (SB) West Aooroach (EB) East Annroach (WB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM * 8:00AM * 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk, Hr. Vol. 7.30 AM Peak 8:30AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30PM 4:45 PM 5:00PM 5:15 PM • 5:30PM • 5:45 PM • 6:00 PM * 6:15 PM 6:30 PM Max. 15 min, Pk. Hr. Vol. 5:00 PM Penk 6:00 PM Hour Left 5 6 2 "8 7 18 13 17 19 22 16 24 24 71 12 17 14 15 18 33 38 24 24 24 14 23 38 110 U-Tm Thru Right ·Peds Left U-Tm ' . ·o 1 4 0. 2 0 0 0 3 0 I 0 0 1 4 0 0 0 0 1 4 0 4 0 0 0 4 0 0 ' 0 0 0 11 0 0 0 0 1 15 0 0 0 0 1 12 0 0 0 0 4 18 0 5 0 0 0 15 0 1 0 0 3 12 0 0 0 0 1 13 0 4 0 0 4 18 0 5 0 o· 6 60 0 6 0 Intersection Traffic m Pk. Hr. -3421 Intersection Pdstms in Pk. Hr. 0 0 I 6 1 7 0 0 I 5 0 1 0 0 0 7 5 IO 1 0 0 6 0 12 0 0 I 7 0 IO 0 0 0 8 1 9 0 0 2 14 0 11 0 0 0 IO 0 5 0 0 0 7 0 5 I 0 2 9 0 16 0 0 0 7 0 19 0 0 0 8 0 0 0 0 2 14 5 19 1 0 4 40 0 37 1 -Intersectton Traffic m Pk. Hr. -.3701 Intersection Pdstms in Pk. Hr. 3 Thru Ri•ht Peds 4 2 1 1 1 0 2 1 0 0 3 0 0 2 0 0 0 0 0 1 0 0 0 0 0 2 0 0 2 0 0 I 0 0 5 0 4 5 I 0 5 0 Peak Hr. Factor 8 5 2 0 3 0 0 17 0 1 8 0 0 10 0 4 5 2 3 11 0 3 18 1 1 3 0 9 79 I 2 0 I 0 9 0 9 79 2 16 111 2 Peak Hr. Factor Left U-Tm Thru Right Peds Left U-Tm Thru Rioht 2 0 164 10 0 0 0 156 4 6 I 240 15 0 7 0 178 6 · 15 0 282 4 0 3 0 233 5 14 0 321 4 0 6 0 195 4 14 0 330 10 0 6 1 249 6 16 0 406 11 2 8 0 225 8 24 0 512 14 Q. 11 0 250 10 16 0 531 20 0 IO 0 288 9 17 0 457 37 0 24 0 273 11 16 0 449 33 0 23 0 228 IO II I •448 30 0 17 0 229 10 18 0 417 24 0 23 0 258 17 24 I 531 37 2 24 I 288 17 73 0 1949 104 0 68 0 1039 40 0.95 38 I 174 1 I 0 10 I 440 3 10 0 219 16 I 10 I 437 5 4 I 230 IO 0 13 I 455 2 IO 0 212 33 0 9 0 404 2 I 1 0 176 27 0 10 0 504 1 9 0 168 IO 0 13 0 443 3 19 1 276 12 I 27 I . 637 4 18 1 333 19 0 19 0 567 4 31 3 217 i5 0 9 0 427 3 24 0 206 21 0 13 I 469 5 10 I 180 . 24 0 21 0 378 2 8 0 197 14 0 14 1 433 5 38 3 333 33 I. 27 1 :637 5 92 5 1032 67 I 68 2 2100 16 0,88 Page I of3 15 min Total Peds Vehicles Peds 0 354 1 0 465 0 0 552 0 0 564 0 0 629 0 0 703 2 0 851 0 0 904 0 0 867 0 0 799 0 0 778 0 0 804 0 0 904 2 0 3421 0 0 717 3 0 725 1 0 765 5 0 712 .0 0 775 0 0 705 3 0 1056 I 0 1021 I 0 746 0 0 878 1 0 658 1 0 712 0 0 1056 5 0 3701 3 ' Hidden Valley Road at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2 of3 East Appr (WB) .---,. Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 1800 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume · 71 6 Adjusted Hourly Volume . 71 66 Utilization Factor 0.04 0.03 Critical Factors 0.04 ICU Ratio = 0.50 0 0 N N 60 0 0.00 LOS= North Annr (SB) West Annr /FB) 1 1 3 1 3 0 1800 2000 1800 1800 6000 1800 1800 6000 0 6 0 5 73 -1949 104 68 · 1039 40 6 0 5 73 1949 104 68 1079 0 0.00 0.00 0.00 0.04 0.32 0.06 0.04 0.18 0.00 0.00 0.32 0.04 A ) Turning Movements at Intersection of: Hidden Valley Road and Palomar Airport Road Time: 7:30 AM to 8:30 AM North Approach Hidden Valley Road Date: 07/27/06 Day : Thursday 130 Total Name : Sarah (AM), Nick (PM), Scott 11 119 Subtotals 0 Sub-5 0 6 Sub - To~ totals J ~ L. totals w e 1115 _j t s 3241 0 73 . 40 t 2126 1949-+ -t ◄ 1039 1147 104 7 t 68 0 A North p 2015 · p +i t i r 71 6 60 Palomar Airport Road 0 Subtotals 172 137 Total 309 Totals 3162 South Approach Note : Left-tum volum'es include U-tums. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 24 Intersection Location: Palomar Airport Road & College Boulevard/ A viara Parkway Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram . Pagel Page2 Page3 OM RICK ENGINEERING COMPANY Transportation Division College Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East A ""r !WB \ Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) 2 3 4 I 5 6 Outside 7 Free-flow Lane Settings 2 2 Capacity 3600 4000 · Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 HourlyVolume 132 482 Adjusted Hourly Volume 132 482 Utilization Factor 0.04 0.12 Critical Factors 0.12 ICU Ratio = 0.53 1800 N N 215 215 0.12 LOS= North Annr /SB) 0 2 1800 0 3600 70 82 129 70 0 211 0.04 0.00 0.06 0.04 A 2 3 1 2 3 3600 6000 1800 3600 6000 1800 494 1338 51 32 753 25 494 1338 51 32 753 25 0.14 0.22 0.03 0.01 0.13 0.01 0.14 0.13 Turning Movements at Intersection of: College Boulevard/Aviara Parkway and Palomar Airport Road w e s A p p r Time: 7:30 AM .to 8:30 AM Date : 07 /27 /06 Day : Thursday Name : Carlos, Art Sub-· To~ totals 2899 1016 1883 3 Subtotals Total North Approach 281 129 .82 J + 494 ___j 1338_., t 51 7 North i t 132 482 1 166 829 995 1279 0 70 ~ r 215 College Boulevard/Aviara Parkway 998 L 25 ~ 753 r 32 0 Total ·subtotals Sub - totals 810 1623 Palomar Airport Road Totals 2433 South Approach Note : Left-turn volumes include U-tums. U-turns in bold. E a s t A p p r College Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB\ Pk. Hr. Time Period : South Appr (NB) 4:30.PM to 5:30 PM Lane Config • urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 2 3600 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 · Hourly Volume 137 102 Adjusted Hourly Volume 137 102 Utilization Factor 0.04 0.03 Critical Factors 0.04 ICU Ratio = 0.69 1800 N N 24 24 0.0! LOS= North Annr (SB) West Annr !EB) I . 0 2 2 3 . I 2 3 1800 0 3600 3600 6000 1800 3600 6000 1800 67 398 511 156 790 270 · 243 1578 108 67 0 909 156 790 270 243 1578 108 0.04 0.00 0.25 0.04 0.13 0.15 0.07 0.26 0.06 0.25 0.04 0.26 B 1 Turning Movements at Intersection of: College Boulevard/Aviara Parkway and Palomar Airport Road w e s t . A p p r Time: 4:30 PM to 5:30 PM Date: 07/27/06 Day : Thursday Name : Carlos, Art Sub - To~ totals 3444 2228 12!6 2 Subtotals Total 156 790 270 North Approach 976 . •, 5 Ii 398 J t _j ___.. i 7 North i t 137 102 0 909 263 1172 College Boulevard/Aviara Parkway 1341 Total 365 Subtotals 1 67 Sub· L., totals L 108 ..--1578 1929 r 243 2 882 r 24 Palomar Ai~port Road .Totals 28! 1 South Approach Note : Left-turn volumes include U-tums. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Nnmber: 25 Intersection Location: Palomar Airport Road & Camino Vida Roble Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 'RICK ,. ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Camino Vida Roble E/W Street : Palomar Airport Road_ Count Date: 07/12/06 Day : Wednesday Weather: Sunny File : 2006 Int #25 Data Collected by: Raul, Jasen Traffic Control : Signalized South Annroach (NB) North Annroach (SB) West Annroach ffiB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45 AM • 8:00AM • 8:15 AM • 8:30AM * 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.30 AM Peak 8:30AM Hour 3:45 PM 4:00 PM 4:15PM 4:30 PM 4:45 PM 5:00 PM * 5:15 PM * 5:30 PM • 5:45 PM * 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 16 12 8 21 22 38 32 35 27 33 32 42 42 127 80 74 80 49 80 86 123 79 93 67 66 56 123 381 U-Tm Thru Right Peds Left U-Tm 0 3 11 2 I 0 0 3 8 I 2 0 0 5 10 1 2 0 0 8 8 0 4 0 0 12 11 0 8 j-'' 0 0 15 10 0 5 0 0 10 13 0 3 0 0 51 11 0 8 0 0 24 6 0 10 0 0 18 9 0 10 0 0 14 12 0 14 0 0 23 14 0 17 0 0 51 14 2 17 0 0 103 39 0 31 .o -Intersection Traffic m Pk. Hr. -3394 Intersection Pdstrns in Pk. Hr. 4 0 6 13 0 29 0 0 3 22 0 24 0 -0 2 27 0 25 0 0 10 . 25 1 29 0 0 6 30 0 42 0 0 1 37 0 17 0 0 4 50 0 43 . 0 0 3 27 0 24 0 0 7 33 0 22 0 0 3 18 0 31 0 0 6 24 0 15 0 0 1 16 0 14 0 0 10 50 1 43 0 0 15 147 0 106 0 Intersect10n Traffic m Pk. Hr. -· 3410 Intersection Pdstms in Pk. Hr. 1 -- Thru Right Peds Left U-Tm Thru Right Peds 0 0 0 9 0 101 27 I 3 2 3 5 0 137 32 0 1 3 0 5 0 182 29 0 3 6 0 14 0 234 62 1 7 3 0 12 0 158 55 0 8 6 0 22 0 210 50 0 1 12 0 27 0 270 59 0 6 10 0 19 0 256 103 0 7 12 0 24 1 253 97 1 7 9 0 28 0 217 85 0 5 10 0 28 0 219 55 0 10 23 0 33 0 221 71 0 10 23 3 33 1 270 103 1 21 43 0 98 1 996 344 1 Peak Hr. Factor 0.93 14 36 0 5 0 194 44 0 13 43 0 8 0 195 59 0 17 68 0 15 0 214 52 0 16 33 0 5 0 217 26 0 42 71 0 8 0 217 41 0 14 44 0 4 0 255 27 .o 21 64 0 5 0 263 56 0 16 55 0 8 2 237 45 0 15 36 1 11 0 247 38 0 18 30 0 5 1 250 42 0 22 32 0 8 0 262 52 1 10 21 0 8 0 198 26 0 42 71 1 · 15 2 263 59 1 66 199 1 28 2 1002 166 0 Peak Hr. Factor 0.91 East Annroach (WB) Left U-Tm Thru Right 32 6 156 18 19 7 154 39 29 7 227 32 56 0 208 51 61 2 261 81 43 2 206 76 45 2 279 94 57 4 264 81 80 4 302 67 40 7 202 63 65 3 249 61 47 2 261 74 80 7 302 94 222 17 1047 305 48 3 261 18 36 1 236 13 28 2 265 14 23 1 244 6 25 0 227 13 42 0 253 8 14 1 288 7 33 0 308 7 13 () 313 11 13 0 278 5 14 1 254 4 12 0 226 7 48 3 313 18 102 1 1162 33 Page I of3 15 min Total Peds Vehicles Peds 0 380 3 0 423 4 0 540 1 0-675 1 1 693 1 0 691 0 3 847 3 0 905 0 0 914 1 0 728 0 0 767 0 0 838 0 3 914 4 3 3394 4 0 751 0 0 727 0 0 809 0 0 684 1 0 802 0 0 788 0 0 939 0 0 844 0 0 839 1 0 761 0 0 760 1 0 595 0 0 939 1 0 3410 1 Camino Vida Roble at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization · Page 2 of3 East Annr !WBl , Pk. Hr. Time Period : 7:30AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 I 3600 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 127 103 Adjusted Hourly Volume 127 142 Utilization Factor 0.04 0.07 Critical Factors 0.07 ICU Ratio = 0.54 Turning Movements at Intersection of: Time : 7:30 AM to 8:30 AM Date: 07/12/06 Day: Wednesday Name : Raul, Jasen Sub- To~ totals w e 1218 s 2657 I t 1439 A p p r 0 0 N N 39 0 0.00 LOS= 99 996 344 Subtotals Total North Annr (SB) West Annr !EBl I I I 3 0 I 3 0 1800 2000 1800 1800 6000 0 1800 6000 0 31 21 43 99 996 344 239 1047 305 31 21 43 99 1340 0 239 1352 0 0.02 0.01 0.02 0.06 0.22 0.00 0.13 0.23 0.00 0.02 0.22 0.13 A Camino Vida Roble and Palomar Airport Road North Approach Camino Vida Roble 601 Total 95 506 Subtotals ' 0 43 21 31 Sub - j t ~ totals Totals _t L t 305 --+ ~ 1047 1591 7 r 239 17 2674 North 1083 i t i 127 103 39 Palomar Airport Road 0 587 269 856 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s A p p r Camino Vida Roble at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr /WB) Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings. Capacity 2 I 3600 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 381 15 Adjusted Hourly Volume 381 162 Utilization Factor 0.1 I 0.08 Critical Factors 0.11 ICU Ratio = 0.57 Turning Movements at Intersection of: Time : 4:45 PM to 5:45 PM Date: 07112/06 Day : Wednesday Name : Raul, Jasen Sub - To~ totals w e 1744 s 2942 2 0 0 N N 147 0 0.00 LOS= 30 North Annr /SB) West A nnr /EB) I I 3 0 I. 3 0 1800 2000 1800 1800 6000 · 0 1800 6000 0 106 66 . 199 30 1002 166 103 1162 33 106 66 199 30 1168 0 103 1195 0 0.06 O.Q3 0.11 0.02 0.19 0.00 0.06 0.20 0.00 0.11 0.19 0.06 A Camino Vida Roble and Palomar Airport Road North Approach Camino Vida Roble 447 Total 371 76 Subtotals' 0 199 66 106 Sub - j + ~ totals _j L 33 1198 1002--.-t ,._ 1162 1298 166 7 r 103 I A North p 1256 p i t r r 381 15 147 Palomar Airport Road 0 Subtotals 334 543 Total 877 Totals 2554 South Approach Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 26 Intersection Location: Palomar Airport Road & Yarrow Drive Contents: Turn Movement Count Summary · (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNI~u 1'1:0VEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Yarrow Drive Count Date: 07/12/06 E/W Street : Palomar Airport Road Day : • Wednesday Weather : Sunny File : 2006 Int #26 Data Collected by : Mike Y. (AM), Sam (PM), Matt Traffic.Control: Signalized South Aooroach /NB) North Annroach /SBl West Aonroach (EB) East Annroach IWR\ End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45.PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00 PM 5:15 PM • 5:30 PM • 5:45 PM • 6:00PM • 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5.00 PM Peak 6:00PM Hour Left 4 2 6 7 7 5 5 12 17 10 10 15 17 44 23 32 20 32 21 34 27 48 26 38 23 30 48 139 U-Tm Thru Right Peds Left U-Tm 0 0 5 0 4 0 0 0 6 0 I 0 0 0 5 0 2 0 2 4 6 0 2 0 0 I 3 0 4 0 0 I 10 0 5 0 0 2 7 0 5 0 0 4 6 0 5 0 0 4 4 0 12 0 0 0 8 0 6 0 0 4 3 0 6 0 0 4 3 0 10 0 2 4 10 0 12 . 0 0 10 25 0 28 0 Intersect10n Traffic m Pk. Hr. 2835 Intersection Pdstrns in Pk. Hr. 4 0 I 60 0 . 23 0 0 2 55 0 19 0 0 2 22 0 23 -o 0 I 83 0 12 0 0 4 40 0 16 I () 0 50 0 12 0 0 I -61 0 17 0 0 0 56 0 16 0 0 I 51 0 19 0 0 0 33 0 /j 0 0 0 39 0 5 0 0 1 23 0 13 o· 0 4 83 0 23 I 0 2 201 0 58 0 Intersection Traffic m Pk. Hr. -2920 Intersection Pdstms in Pk. Hr. 3 Thru Right Peds Left_ U-Tm Thru Right Peds I 4 0 7 I 88 14 0 0 3 0 8 0 117 14 0 I 2 0 5 0 173 17 0 I I 0 13 0 176 26 0 0 I 0 11 0 143 . 35 O· 0 4 0 13 0 156 30 0 0 3 0 19 2 255 39 I 3 2 0 19 3 189 63 0 5 I 0 22 6 177 92 0 3 5 3 20 3 138 68 0 9 . 4 0 8 5 168 65 2 7 6 0 11 10 169 83 0 9 6 3 22 10 255 92 2 11 11 3 80 14: 759 262 I Peak Hr. Factor 0.93 33 15 0 8 0 243 17 0 5 8 0 10 I 255 15 0 3 9 0 12 I 226 17 0 2 12 0 9 I 276 13 0 5 13 0 i's I 289 15 I 2 5 0 7 0 285 7 0 9 16 0 4 I 320 13 I 5 22 0 5 0 323 40 2 3 16 0 2 2 321 7 0 0 11 0 6 1 303 12 0 4 13 0 6 0 274 7 0 5 9 0 9 2 323 2 I 33 22 0 15 2 323 40 2 17 65 0 17 4 1267 72 3· Peak Hr. Factor 0.90 Note: Eastbound backups observed in the AM due to traffic control on Palomar Airport Road east of El Camino Real. Left U-Tm Thru Ri•ht 38 3 193 9 51 I 268 10 33 3 246 13 62 3 283 14 48 2 307 17 83. 2 275 26 44 I 300 19 97 i 327 28 60 0 310 17 62 2 307 16 30 2 318 17 47 I 283 10 97 3 327 28 263 4 1244 80 16 2 212 6 15 4 214 10 15 4 221 . 4 19 3 151 3 13 8 204 11 17 2 237 9 8 0 224· 7 10 4 277 6 7 1 263 5 10 0 253 3· 7 0 218 4 5 1 217 8 19 8 277 11 35 5, 1017 21 Page I of3 15 min Total Peds Vehicles Peds I 371 I 0 481 0 0 506 0 0 600 0 0 579 0 0 610 0 0 701 I 0 759 0 0 727 0 • 0 648 3 0 649 2 0 659 0 I 759 3 0 2835 4 0 659 0 0 645 0 0 579 0 0 617 0 0 656 I 0 667 0 0 708 I 0 812 2 0 724 0 0 676 0 0 600 0 0 648. 1 0 812 2 0 2920 3 Yarrow Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr /WB) 1 Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - orations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity ; 2 1800 4000 Are the North/South phases split (Y /NJ? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 44 10 Adjusted Hourly Volume 44 10 Utilization Factor 0.02 0.00 · Critical Factors 0.02 ICU Ratio = 0.47 Turning Movements at Intersection of: Time: 7:30 AM to 8:30 AM Date: 07/12/06 Day : Wednesday 0 0 N N 25 25 0.00 LOS= North Annr /SB) .. West Appr (EB) 1 0 I 3 0 3 0 1800 2000 0 1800 6000 0 1800 6000 0 28 11 II 94 759 262 267 1244 80 0 50 o· 94 1021 0 267 1324 0 0.00 0.03 0,00 0,05 , 0.17 0.00 0.15 0.22 0.00 0.03 0.17 0.15 A Yarrciw Drive and Palomar Airport Road North Approach Yarrow Drive 220 Total Name : Mike Y. (AM), Sam (PM), Matt 50 170 Subtotals 0 Sub -11 11 28 Sub - To~ totals J t w ~ totals e 1313 _j s 2428 14 94 t 1115 759 __... t 262 7 A North L 80 +-'-.1244 1591 r 267 4 p t p i r 816 r 44 10 25 Palomar Airport Road 0 Subtotals 536 79 Total 615 Totals 2407 South Approach Note : Left-turn volumes include U-tums. U-turns in bold. E a s t A p p r ' Yarrow Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 .. ' Pk. Hr. Time Period: South Aeer (NB) North Annr (SB) West A nnr /EB) East A nnr /WB) 5:00PM to 6:00PM _1.e!!_ Thru Right Left Thru Rieht Left Thru Right Left Thru Right Lane Inside 1 Config -(left) 2 urations 3 4 .I 5 6 Outside 7 Free-flow Lane Settings 2 0 0 0 I 3 0 3 0 Capacity 1800 4000 0 0 2000 0 1800 6000 0 1800 6000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 . Hourly Volume 139 2 · 201 58 17 65 21 1267 72 40 1017 . 21 Adjusted Hourly Volume 139 2 201 0 140 0 21 Utilization Factor 0.08 0.00 0.00 0.00 0.07 0.00 0.01 Critical Factors 0.08 0.07 ICU Ratio = 0.49 LOS= A Turning Movements at Intersection of: Yarrow Drive w e s t A p p r Time: 5:00 PM to 6:00 PM North Approach Date: 07/12/06 Day: Wednesday Name: Mike Y. (AM), Sam (PM), Matt 140 Sub - To~ totals- q25 2585 4 1360 Subtotals Total 65 J 21 _t 1267 __. 72 7 +i 139 0 124 466 South Approach 17 + t North t 2 342 180 0 58 L. r 201 1339 0 40 1038 0 0.22 0.00 0.02 0.17 0.00 0.22 0.02 and Palomar Airport Road Yarrow Drive 40 L 21 ~ 1017 r 40 . Total Subtotals Sub - totals Totals 1078 5 2609 1531 Palomar Airport Road Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 • INTERSECTION ANALYSIS SUMMARY Intersection Number: 27 Intersection Location: Palomar Airport Road & El Fuerte Street Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis an~ Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 '" RICK ENGINEERING COMPANY Transponarion Division . ·--s, -, RICK ENGINEERING TURNE¾6 1\10VEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Fuerte Street Count Date: 07/12/06 E/W Street: Palomar Airport Road Day: Wednesday Weather : . Sunny File : 2006 Int #27 Data Collected by : Sarah, Scott Traffic Control : Signalized South Avvroach (NB) North Annroach (SB) West Annroach (EB) End ofl5 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM. * 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15 AM Peak 8:15 AM Hour 3:45 PM 4:00PM 4:15 PM. 4:30 PM 4:45 PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr . .VoL 4:45 PM Peak 5:45 PM Hour Left U-Tm Thru Rieht Peds Left U-Tm Thru Rieht Peds Left U-Tm Thru Right Peds 8 6 8 16 19 24 22 37 25 18 15 20 37 108 15 8 11 9 8 10 6 13 6 7 16 13 16 35 0 2 3 0 0 4 I 0 0 3 4 0 0 8 3 0 0 8 15 0 0 21 10 0 0 14 15 2 0 28 15 0 0 35 14 0 0 30 11 0 12 20 17 0 0 7 13 0 12 35 17 2 0 98 54 2 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 2 28. 0 0 I 16 0 0 I 18 0 o· 2 17 0 0 0 10 0 0 I 16 0 0 0 14 I 0 0 14 0 0 . I 11 0 0 2 13 0 0 0 17 0 0 0 9 0 0 2 28 I 0 2 55 I 13 14 10 7 4 16 10 13 32 · 5 9 16 32 71 72 31 76 36 88 48 109 65 79 48 40 33 109 301 0 0 0 0 0 0 0 0 0 0 0 0 0 0 __ ,_ 4765 3 0 0 0 0 0 0 0 0 0 0 I 0 I 0 Intersection Traffic in Pk. Hr. = 4572 Intersection Pdstms in Pk. Hr. = 6 4 0 2 3 I 2 0 I 0 2 2 I 4 3 3 2 8 5 14 19 37 15 II 7 13 I 37 82 4 0 · 23 2 97 I 0 5 0 26 3 146 3 0 3 0 37 I 154 6 0 2 0 57 5 160. 10 0 5 0 109 12 168 10 0 7 0 100 22 221 5 0 2 0 124 20 251 2 I 4 0 131 25 222 6 0 I .0 155 30 162 4 0 5 0 112 35 231 6 0 4 0 71 26 182 2 0 3 0 60 ·20 239 5 0 7 0 155 35 251 10 I 14 O· 510 97 856 17 I Peak Hr. Factor . -. 0.96 21 0 8 0 492 9 I 17 0 7 0 461 8 0 24 0 11 I 542 7 0 16 0 12 I 499 9 2 17 0 5 0 495 8 0 23 0 4 0 570 7 0 47 I 7 2 610 10 I 23 0 5 0 679 19 0 16 I 8 0 601 6 I 11 0 7 I 524 15 0 15 0 2 0 549 14 0 10 0 2 I 457 15 I 47 I 12 2 679 · 19 2 109 2 24 2 2460 42 2 Peak Hr. Factor ... 0.92 Note: Eastbound backups observed in the AM due to traffic control. on Palomar Airport Road east of EI Camino Real. Page I of3 East Annroach (WB) 15 min Total Left U-Tm Thru Right Peds Vehicles Peds 9 4 343 16 0 .529 0 30 2 502 27 0 769 0 30 I 484 . 34 0 777 0 44 I 659 55 0 1030 0 34 I 563 55 0 1004 0 30 I 597 44 0 1100 0 16 0 686 33 0 1195 3 12 0 694 36 0 1224 0 22 I 707 58 0 1246 0 10 I 596 38 0 1100 0 17 O· 535 45 I 957 I 12 I 463 16 0 876 0 44 4 707 58 I 1246 3 80 2 · 2684 171 0 4765 3 13 7 342 10 I 1022 2 40 7 287 II 0 896 0 15 9 323 4 I 1050 I 13 6 287 3 0 915 2 17 7 372 8 0 1049 0 15 I 302 9 0 1025 0 24 14 365 3 I 1248 4 28 7 336 6 0 1210 0 22 5 318 5 0 1089 2 7 6 267 3 0 918 0 16 6 264 2 0 955 0 II 2 240 5 I 799 2 40 14 372 II I 1248 4 89 27 1321 23 I 4572 6 El Fuerte Street at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2of3 East Annr (WB) Pk. Hr. Time Period : 7:I5 AM to South Appr (NB) 8:I5 AM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 2 3600 4000 Are the North/South phases split (YIN)? Are the East/West phases ~plit (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 108 98 Adjusted Hourly Volume 108 152 Utilization Factor 0.03 0.00 Critical.Factors 0.03 ICU Ratio = 0.78 Turning Movements at Intersection of: Time: 7:I5 AM to 8:15 AM Date: 07/12/06 Day : Wednesday Name : Saiah, Scott Sub - Totals totals w e 2903 s 4383 97 t 1480 A p p r 0 0 N N 54 0 0.00 0.00 LOS= 607 856 17 Subtotals Total North Annr (SB) West Annr /'F.B) • I 2 2 0 2 3 0 3 0 3600 4000 0 3600 6000 0 1800 6000 0 71 3 14 607 856 ', 17 82 2684 171 71 17 0 607 873 0 82 2855 0 0.02 0.00 0.00 0.17 0.15 0.00 0.05 0.48 0.00 0.00 · 0.17 0.48 C El Fuerte Street and Palomar Airport Road North Approach El Fuerte Street 867 Total 88 779 Subtotals 0 14 3 71 Sub - J ~ L. totals Totals _j L . 171 ----->-i ~ 2684 2937 7 r 82 2 3920 North 983 i t r 108 98 54 · Palomar Airport Road 0 100 260 360 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s A p p r • El Fuerte Street -at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) I Pk. Hr.-Time Period : . South-Appr (NB) 4:45 PM to 5:45 PM - Lane Config - urations Inside (left) 2 3 .4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 2 3600 4000 Are the North/South phases split (Y /N)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume . 35 2 Adjusted Hourly Volume 35 57 Utilization Factor -0.01 0.01 Critical Factors 0.01 ICU Ratio = 0.67 Turning Movements at Intersection of: Time: 4:45 PM to 5:45 PM Date: 07/12/06 Day : Wednesday Name : Sarah, Scott Sub - To~ totals 0 0 N N 55 0 0.00 0.00 LOS= North Annr /SB) West Annr (EB) 2 2 0 2 3 0 3 0 3600 4000 0 3600 6000 0 1800 6000 0 301 82 109 26 2460 42 116 1321 23 301 191 0 26 2502 0 116 1344 0 0.08 0.05 0.00 b.01 0.42 0.00 !).06 0.22 0.00 0.08 0.42 0.06 B El Fuerte Street and Pa,lomar Airport Road North Approach El Fuerte Street 541 Total 492 49 Subtotals 0 109 82 301 Sub - totals Totals w e s t J t ~ -E A p p r 1467 3995 2 26 _j 2460·~ 2528 Subtotals Total 42 7 213 i 35 0 305 South Approach t North t 2 92 L 23 ~ 1321 r 116 r 55 1460 27 4303 2843 Palomar Airport Road Note: Left-tur.n volumes include U-tums. U-turns in bold. a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 28 -I . Intersection Location: Palomar Airport Road and Melrose Drive Contents: Turn Movement Count Summary (A.M. and P.M.) Page 1 A.M. Peak Hour ICU Analysis and Turn Movement Diagram Page2 P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page3 ,. RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Melrose Drive Count Date: 07/12/06 E/W Street : . Palomar Airport Road Day : Wednesday Weather: Sunny File : 2006 Int #28 Data Collected by : Art, Carlos Traffic Control: Signalized South Annroach (NB) North Annroach (SB) WestAnnroach /EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM- Max. 15 min. Pk. Hr. Vol. 7:15AM Peak 8:15 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30PM 4:45 PM 5:00PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left 'U-Tm Thru Right Peds Left U-Tm Thru Rieht Peds. 35 0 0 4 0 0 0 0 0 ·o 32 0 0 19 0 0 0 0 0 0 57 0 O· 27 0 0 0 -0 O· 0 56 0 0 29 0 0 . 0 0 0 0 77 0 0 36 0 0 0 0 0 0 91 0 1 42 0 0 0 0 0 0 88 0 1 69 0 0 0 0 0 0 143 0 0 84 . 0 0 0 0 0 0 91 0 0 67 I 0 0 0 0 0 ll3 0 0 49 2 0 0 0 0 0 89 0 0 69 I 0 0 0 0 0 93 0 0 55 0 0 0 0 0 0 143 0 1 84 2 0 0 0 0 OL 413. 0 2 262 1 0 0 0 0 0 Intersection Traffic in Pk. Hr. = 4612 Peak Hr. Factor Intersection Pdstms in Pk. Hr. = 1 54 0 0 76 0 0 0 0 0 0 64 0 0 79 0 0 0 0 0 0 41 0 0 52 1 0 0 0 0 0 42 0 0 66 0 0 0 ·o 0 0 42 0 0 79 0 0 0 0 0 0 42 0 0 61 0 0 0 0 0 0 42 0 0 57 0 0 0 0 0 0 39 0 0 78 0 0 0 0 0 0 44 0 0 57 0 0 0 0 0 0 48 0 0 46 0 0 0 0 0 0 31 0 0 35 0 0 0 0 0 0 35 0 0 49 2 0 . 0 0 0 0 64 ,O 0 79 2 0 .. 0 0 0 0 167 0 0 253. 0 0 0 0 0 .0 Intersection Traffic in Pk. Hr. = 4937 Peak Hr. Factor Intersect-ion Pdstrns in Pk Hr. = 0 Left U-Tm Thru Rieht Peds 0 0 104 21 0 0 0 146_ 34 I 0 0 123 30 0 0 0 138 37 I 0 0 170 22 0 0 0 233 17 0 0 0 250 27 0 0 0 n1 20 0 0 0 245 24 0 0 0 223 22 0 0 0 209 26 0 0 0 246 18 0 0 0 250 37 1 0 0 949 88 0 .. 0.97 0 0 597 56 0 0 0 478 33 0 0 0 610 55 0 0 0 527 60 0 0 0 540 58 0 0 0 575 73 0 0 0 670 62 0 0 0 715 95 .0 0 0 616 85 0 0 0 510 74 0 0 0 527 80 0 0 0 441 69 I 0 0 715 95 ·. I 0 0 2576 315 0 0.91 Page I of3 East Annroach (WB) 15 min Total Left U-Tm Thru Right Peds Vehicles Peds 17 2 346 0 0 529 0 74 0 553 0 0 858 1 83 0 555 0 0 875 0 99 0 652' 0 0 !Oil I 58 0 616 0 0 979 0 69 1 635 0 0 1089 0 69 0 646 0 0 1150 0 65 0 · 652 0 0 1185 0 66 I 694 0 0 1188 1 77 0 602 0 0 1086 2 75 0 544 0 0 1012 I 52 I 463 0 I 928 1 99 2 694 0 I 1188 2 269 2 2627 0 0 4612 1 34 1 221 0 0 1039 0 56 0 225 0 0 935 0 69 0 304 0 0 1131 1 61 1 279 0 0 1036 0 82 3 318 0 0 1122 0 79 1 299 0 0 1130 0 109 2 321 0 0 1263 0 96 0 332 0 0 1355 0 57 1 329 0 0 1189 0 70 1 246 0 0 995 0 63 1 234 0 0 971 0 46 0 225 0 1 865 4 109 3 332 0 I 1355 · 4 341 4 1281 0 0 4937 0 r ' Melrose Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr (WB) Pk. Hr. Time Period : 7:15 AM to 8:15AM South Appr (NB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 0 3600 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 413 2 A_djusted Hourly Volume 413 2 Utilization Factor 0.11 0.00 Critical Factors 0.11 ICU Ratio = 0.65 , Turning Movements at Intersection of: Time: 7:15 AM to 8:15 AM Date: 07/12/06 Day: Wednesday Name : Art, Carlos Sub - ' To~ totals . -w e 3040 s 4077 0 t 1037 A p p r 2 3600 N N 262 262 0.07 LOS= 0 949 88 Subtotals • Total North Annr (SBl 0 0 0 0 0 0 0 0 0 0 .0 0 0 0. 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 B Melrose Drive North Approach 2 0 0 0 0 0 j t ~ _j t __.. 7 North i t i 413 2 262 0 357 677 1034 South Approach ]. 3 0 2 3 0 6000 0 3600 6000 0 949 88 271 2627 0 · 1037 0 270 2627 0 0.17 0.00 0.08 0.44 0.00 0.44 and Palomar Airport Road _Melrose Drive 2 L 0 .._ 2627 r 271 Total Subtotals Sub - totals Totals 2898 2 4111 1213 Palomar Airport Road Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p r Melrose Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. H·r. Time Period : South AQQr (NB) North Annr /SB) West Annr !EB) East Annr (WB) 4:45 PM to 5:45 PM ~ Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 I I I urations 3 I I I I 4 I I 5 I 6 Outside 7 Free-flow Lane Settings 2 0 2 0 0 0 3 0 2 3 0 Capacity 3600 0 3600 0 0 0 0 6000 0 3600 6000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 167 0 253 0 0 0 0 2576 315 345 1281 0 Adjusted Hourly Volume 167 0 253 0 0 0 0 2891 0 345 1281 0 Utilization Factor 0.05 · 0.00 0.07 0.00 0.00 0.00 0.00 0.48 0.00 0.10 0.21 0.00 Critical Factors 0.07 0.00 0.48 0.10 ICU Ratio = 0.75 LOS= C Turning Movements at Intersection of: Melrose Drive and Palomar Airport Road w e s Time: 4:45 PM to 5:45 PM Date: 07/12/06 Day: Wednesday Name: Art, Carlos Sub - , _To~ totals · 1448 4339 0 2891 North Approach 0 0 0 J t 0 ___j- 2576 :---+ 315 7 t North Melrose Drive 0 Total 0 Subtotals 0 0 Sub -. ~ totals L 0 +--128! 1626 t 345 4 2833 Totals E a s 4459 A p A p p r i t r ·P · Subtotals Total 656 167 0 1076 South Approach 0 253 420 Palomar Airport Road Note : Left-tum volumes include- U-turns. U-turns in bold. r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 29 Intersection Location: Palomar Airport Road and Paseo Valindo Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNIN\.i 1tlOVEMENT ANALYSIS City : Carlsbad [ntersection of: N/S Street : Paseo Valindo Count Date: 07/12/06 E/W Street : Palomar Airport Road Day : Wednesday Weather: Sunny File : 2006 Int #29 Data Collected by: Albert, Joe Traffic Control : Signalized South Annroach (NB) North Annroach /SB) WestAnnroach(EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45 AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.30AM Peak 8:30 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45PM • 6:o·o PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left 0 . 3 I 6 I 0 0. 3 2 I 2 3 6 6 0 3 I 2 I 0 2 I 5 I 0 4 5 8 U-Tm Tbru Right Peds Left U-Tm 0 0 6 0 0 0 0 0 11 I 0 0 0 13 17 I 0 0 0 0 13 0 0 0 0 0 12 0 0 0 0 3 17 0 0 0 0 I 29 0 0 0 0 I 33 0 0 0 0 0 29 I 0 0 0 0 32 3 0 0 0 I 31 0 0 0 0 0 19 0 I 0 0 13 33 3 I 0 0 2 123 4 0 0 Intersection Traffic m Pk. Hr. -4441 Intersection Pdstms in Pk. Hr. 10 0 0 29 2 I 0 0 0 19 4 0 0 0 0 21 0 0 0 0 I 2i 0 0 0 0 I 20 4 0 0. 0 0 16 0 0 O· 0 I 21 I 0 0 0 0 25 0 0 0 0 0 24 0 0 0 0 0 18 0 0 0 0 0 24 0 0 0 0 0 36 0 0 0 0 I 36 4 I 0 0 I 86 · I 0 0 -Intersection Traffic m Pk. Hr. -4651 Intersection Pdstms in Pk. Hr. 8 NOTE: North leg open to construction traffic only. Thru Right PCds Left U-Tm Tbru Right Peds 0 3 0 0 . 0 122 0 0 0 I 0 I 0 146 4 0 0 2 0 2 0 151 4 I 0 3 0 0 0 185 I 0 0 2 0 0 0 190 0 I 0 3 0 0 I 253 2 I 0 2 0 0 0 321 I I 0 2 0 0 0 310 2 0 0 4 0 0 0 298 0 0 0 3 0 0 0 292 I 0 0 3 0 0 0 254 2 0 0 4 0 0 0 318 4 0 0 4 0 2 I 321 4 I 0 II 0 0 0 1221 4 I Peak Hr. Factor 0.96 0 2 I 0 0 653 4 0 0 2 0 0 0 574 3 0 0 2 0 0 0 626 3 0 0 4· 0 0 0 639 7 0 0 2 0 0 0 585 5 0 0 3 0 0 0 622 4 0 0 8 0 0 0 708 8 0 0 0 0 0 0 758 6 0 0 0 0 () 0 697 12 0 0 2 0 0 0 600 6 0 0 0 0 0 0 569 11 0 0 0 0 0 0 452 9 0 0 8 I 0 0 758 12 0 0 11 0 0 0 2785 30 0 Peak Hr. Factor 0.95 · East Annroach lWB) Left· U-Tm Thru Rioht 6 0 396 26 0 5 603 18 2 3 695 16 5 3 779 5 2 3 728 6 6 0 722 10 IO I 794 3 6 0 767 I 12 0 749 ~ 13 0 708 4 9 I 608 2 5 I 538 5 13 5 794 26 41 I 3018 14 11 3 370 0 13 0 312 0 15 I 370 0 lO 0 343 I 23 2 .412 0 26 0 386 I 16 I 456 0 23 0 409 0 16 0 396 0 15 0 342 I 17 I 317 0 28 3 267 0 28 3 456 I 81 I . 1647 I Page I of3 15 min Total Peds Vehicles Peds 0 559 0 0 792 I 0 906 2 0 1000 0 0 944 I 2 1017 3 I ll62 2 I ll25 I I IIOO 2 2 1054 5 I 913 I 0 898 0 2 1162 5 5 4441 10 I 1073 4 4 926 8 0 1039 0 0 l028 0 0 1051 4 I 1058 I 3 1221 4 2 1222 2 I 1150 I I 985 I 2 939 2 0 799 0 4 1222 8 7 4651 8 Paseo Valindo at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2of3 East A nnr /WB) Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 1800 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 6 2 Adjusted Hourly Volume 6 2 Utilization Factor 0.00 0.00 Critical Factors ICU Ratio = 0.67 I 1800 N N 123 123 0.07 0.07 LOS= North Annr (SB) West A nnr (EB) 0 0 0 0 3 0 I 3 0 0 0 0 6000 0 1800 6000 1800 0 0 11 0 1221 4 42 3018 14 0 0 0 0 1225 0 42 3018 14 0.00 0.00 0.00 0.00 0.20 0.00 0.02 0.50 0.01. 0.00 0.00 0.50 B Turning Movements at Intersection of: Paseo Valindo and Palomar Airport Road Time: 7:30 AM to 8:30 AM North Approach Date: 07/12/06 Day: Wednesday Name : Albert, Joe Sub-II Totals totals J w e 3035 _t s 4260 0 0 t 1225 1221 ----->- 4 7 A p p ~ r 6 0 Subtotals 45 Total 176 South Approach NOTE: North leg open to construction traffic only. 27. 11 0 0 0 + L. t North t r 2 123 131 Paseo Valindo 16 L 14 +--,-3018 r 42 Total Subtotals Sub - totals · Totals 3074 1 4419 1345 Palomar Airport Road Note : Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r Paseo Valindo at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 0 1800 0 Are the North/South phases split C'{ IN)? Are the East/West phases split (YIN)? Efficiency Lost Fact?r 0.10 Hourly Volume 8 Adjusted Hourly Volume 8 Utilization Factor 0.00 0.00 Critical Factors ICU Ratio = 0.67 Turning Movements at Intersection of: Time: 4:45 PM to 5:45 PM Date: 07/12/06 Day : Wednesday Name : Albert, Joe Sub - Totals, .. totals\ h· w e 1666 s 4481 0 1 1800 N N 86 86 0.05 0.05 LOS= 0 North A ""r ISB\ West Annr (EB) 0 0 0 0 3 o· 1 3 0 0 0 0 6000 0 1800 6000 1800 0 0 11 0 2785 30 82 1647 0 0 0 0 2815 0 82 1647 0.00 0.00 0.00 0.00 0.47 0.00 0.05 0.27 0.00 0.00 0.47 0.05 B Paseo Valindo and Palomar Airport Road North Approach Paseo Valindo 13 Total 11 2 Subtotals 0 11 0 0 Sub - j t ~ totals _t L 1 t 2815 2785 __., t ,.._ 1647 1730 30 7 r '82 1 A North p 2872 p i t r r 8 86 Palomar Airport Road 0 Subtotals 111 95 Total 206 Totals 4602 South Approach Note : LefHum volumes include U-turns. U-turns in bold. NOTE: North leg open to construction traffic only. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 30 Intersection Location: Carlsbad Boulevard & Carlsbad Village Drive Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 .. RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City: Carlsbad Intersection of: N/S Street: Carlsbad Boulevard E/W Street: Carlsbad Village Drive Count Date: 08/02/06 End of 15 Day: Wednesday Weather : Sunny South Annroach /NB) North Annroach /SB) File: 2006 Int #30 Data Collected by : Art, Carlos, Nick Traffic Control : Signalized West Annroach fli'B) East Annroach /WB) Page I of3 15 min Total min. prd. Left U-Tm Thru Rioht Peds Left U-Tm Thru Rioht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Vehicles Peds 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00 PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00 PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour I I 4 2 3 I I 3 I 3 2 2· 4 8 3 5 7 9 3 14 14 6 10 6 18 21 21 44 0 25 7 I I 27 6 2 I 31 11 4 0 48 17 I 0 43 22 3 2 44 13 I 0 51 24 6 I 64 29 5 0 59 20 4 2 68 26 I I 66 35 8 0 74 33 12 2 74 35 12 3 242 99 16 Intersection TI"affic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 123 12 10 0 155 21 26 2 158 45 18 0 199 49 25 0 166 84 30 0 192 47 12 3 193 54 14 0 160 44 17 0 184 50 22 I 186 56 31 I • 160 28 36 0 114 21 10 3 199 84 36 3 729 195 65 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 4 3 04 20 4 10 6 14 21 11 12 12 21 52 22 19 24 25 28 23 32 33 27 29 13 27 33 115 0 0 0 I 0 I 0 2 0 2 I I 2 4 . --1250 63 I 0 I I 0 0 2 0 0 0 I 0 2 2 --~-2250 247 82 3 I 105 I 6 154 2 5 104 I I 117 2 2 123 I I 157 4 3 157 I 6 115 I 4 102 6 I 90 3 2 100 5 I 157 6 6 531 12 14 Peak Hr. Factor 95 4 6 90 7 18 106 2 2 148 3 12 ro1 8 14 117 7 IO 121 11 15 142 12 20 154 17 22 136 IO 13 137 9 8 82 4 4 154 17 22. 534 47 67 Peak Hr. Factor I 0 I I 2 12 0 5 10 I 152 5 0 0 2 0 I 14 0 4 4 2 168 11 I 0 5 I 4 19 0 4 9 I 246 14 I 0 9 0 5 31 0 4 6 I 244 8 I 0 4 0 2 25 0 8 9 2 238 9 4 0 7 3 10 33 0 8 14 I 264 13 I 0 II 3 I 40 0 7 7 6 312 16 I 0 16 3 5 21 0 15 26 I 353 17 I 0 . 6 I 3 31 0 20 16 4 292 15 5 0 8 I 12 32 0 14 13 I 293 15 2 0 8 2 19 40 0 11 18 I 291 30 5 0 14 7 17 47 0 17 17 2 334 32 5 0 16 7 19 47 0 20 26 6 353 32 8 0 41 8 21 124 0 56 62 12 1250 63 ---0.89 4 0 15 9 32 35 0 30 14 7 367 55 5 0 19 11 30 61 0 25 34 13 452 87 3 0 16 15 10 61 0 42 16 16 498 46 3 0 26 11 17 47 0 26 17 12 564 66 7 0 25 12 17 55 0 24 16 15 529 76 8 0 26 10 21 61 0 24 25 14 554 57 12 0 27 IO 37 46 0 19 13 5 557 71 9 0 25 6 12 57 0 29 24 6 547 55 5 o. 32 10 13 54 0 34 15 7 592 64 6 0 18 6 28 39 0 26 21 15 540 87 8 0 13 6 27 43 0 39 14 18 490 89 9 0 16 11 33 49 0 28 16 16 398 63 12 0 32 15 37 61 0 42 .34 18 592 89 34 0 110 36 83 218 0 106 77 32 2250 247 ---0.95 I Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config- urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1800 1 1 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (Y /t{J? Efficiency Lost Factor 0.10 Hourly Volume 11 242 Adjusted Hourly Volume 11 341 Utilization Factor 0.01 0.09 Critical Factors 0.01 0 0 N y 99 0 0.00 ICU Ratio = 0.38 LOS= Turning Movements at Intersection of : Time: 7:30 AM to 8:30AM Date: 08/02/06 Day : Wednesday Name : Art, Carlos, Nick Sub- To~ totals w e 76 s 126 0 8 t 50 34 8 A p p r Subtotals Total North Annr /SB) West Annr /PB) East Annr /WB) . I 1 2 0 1 I 0 2 0 I 1800 4000 0 1800 2000 0 3600 0 1800 56 531 12 8 34 8 124 56 62 56 543 0 8 42 0 12,4 0 62 0.03 0.14 0.00 0.07 0.02 0.00 0.06 0.00 0.03 0.14 0.07 0.06 A Carlsbad Boulevard and Carlsbad Village Drive North Approach Carlsbad Boulevard 915 Total 599 316 Subtotals 4 12 531 56 Sub - J t ~ totals Totals __.t L 62 ----+ t .._ 56 242 7 r 124 0 427 North 185 i .t r II 242 99 Carlsbad Village Drive 3 666 352 1018 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. E a s A p p r. Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 · Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 1800 I 1 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 47 729 Adjusted Hourly Volume 47 924 Utilization Factor 0.03 0.23 Critical Factors 0.23 0 0 N y 195 0 0.00 North Annr (SB) West Annr /EB) East Aoor (WB) 2 0 1 0 2 0 1800 4000 0 1800 2000 0 3600 0 1800 117 534 47 34 110 36 218 \06 77 117 581 0 34 146 0 324 0 77 0.07 0.15 0.00 0.02 0.07 0.00 0.10 0.00 0.04 0.07 0.07 0.10 ICU Ratio = 0.57 LOS=. A Turning Movements at Intersection of: Carlsbad Boulevard and Carlsbad Village Drive Time : 4:45 PM to 5:45 PM North Approach Carlsbad Boulevard Date: 08/02/06 Day : Wednesday 1540 Total Name : Art, Carlos, Nick 698 842 Subtotals 2 Sub -47 534 117 Sub - To~ totals J t ~ totals Totals w e 197 _j L ; s 377 0 34 77 180 110 ~ t ~ 106 401 36 7 r 218 0 821 A North p 420 p i t r r 47 729 195 Carlsbad Village Drive 3 Subtotals 791 971 Total 1762 South Approach Note: Left-turn volumes include \J-turns. U-turns in bold. E a s t A p p CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 31 Intersection Location: Carlsbad Boulevard & Tamarack A venue Contents: Turn Movement Count Summary (A.M. and P.M.) Page 1 A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram <M RICK ENGINEERING COMPANY Transportation Division Carlsbad Boul~varil at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of3 East A nnr /WB) ) Pk. Hr. Time Period : South Appr (NB) 5:00 PM to 6:00PM Lane Config - urations Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 89. 1036 Adjusted Hourly Volume 89 1286 Utilization Factor 0.05 0.32 Critical Factors 0.32 ICU Ratio = 0.61 1 Turning Movements at Intersection of: Time: 5:00 PM to 6:00 PM Date: 08/02/06 Day : Wednesday Name : Matt, Mark Sub- To~ totals w e 174 s 299 0 t 125 A p p r 0 0 N y 250 0 0.00 LOS= 57 42 26 Subtotals Total North Annr /SB) West Annr /EB) 2 0 0 0 1800 4000 0 0 2000 1800 1800 2000 0 104 498 53 57 42 26 137 51 · 48 104 498 0 0 99 26 137 99 0 0.06 0.12 0.00 0.00 0.05 0.01 0.08 0.05 0.00 0.06 0.05 0.08 B Carlsbad Boulevard and Tamarack Avenue North Approach Carlsbad Boulevard 1796 Total 655 1141 Subtotals 0 53 498 104 Sub- j + ~ totals Totals __j L 48 ___.. t +-51 236 7 r 137 0 632 North 396 i t r 89 1036 250 Tamarack Avenue 19 680 1375 2055 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p \ CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 32 Intersection Location: Carlsbad Boulevard & Cannon Road Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Carlsbad Boulevard E/W Street : Cannon Road Day : Thursday File : 2006 Int #32 Data Collected by : Mark, Matt Count Date: 08/03/06 Weather: Rainy (AM), Cloudy (PM) Traffic Control : Signa!ized, End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM * 8:00AM * 8:15AM * 8:30AM * 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peak 8:30AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45PM 5:00PM 5:15 PM * 5:30PM * 5:45 PM * 6:00 PM * 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00PM Peak 6:00 PM -Hour South Annroach fNRI North Annroach (SBl Left 0 0 0 0 0 ·o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm Thru Ri•ht Peds 0 15 8 I 0 24 4 3 0 33 9 2 0 56 II 0 0 34 9 I 0 53 8 I 0 44 15 0 0 53 21 0 0 57 17 I 0 68 14 0 0 56 19 0 0 83 10 0 0 83 21 3 0 222 67 I Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 161 14 I 0 173 23 I 0 159 20 2 0 175 18 3 0 206 17 2 0 185 13 4 0 186 11 2 0 206 16 I 0 201 19 4 0 198 19 · 2· 0 172 19 2 0 154 15 2 0 206 23 4 0 791 65 9· Left 15 26 21 53 36 47 66 68 72 71 44 46 72 277 26 39 36 29 29 36 36 33 29 36 30 23 39 134 U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1816 33 0 0 0 0 0 0 0 0 0 0 I 0 I 0 -Intersectton Traffic m Pk. Hr. -2011 · Intersection Pdstms in Pk. Hr. 43 Thru Ri•ht Peds 62 0 9 90 0 7 128 0 II 180 0 13 194 0 9 199 0 6 242 0 5 280 0 11 249 0 7 251 0 0 222 0 8 187 0 15 280 0 15 1022 0 23 Peak Hr. Factor 133 0 I 128 0 5 145 0 8 164 0 7 156, 3 3 133 0 4 131 0 IO 113 0 6 122 0 3 152 0 I I 112 0 IO 103 2 17 164 3 17 518 0 30 Peak Hr. Factor West Annroach (EBl Left U-Tm Thru Ri~ht Peds 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 I ·o 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 8 . 0 0 0 0 8 0 0 0 0 I 0.94 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 o-0 0 0 I 0 0 0 0 0 0.98 East Annroach (WB\ Left U-Tm Thru Right 6 0 0 6 10 0 0 16 32 0 0 6 33 0 0 22 33 0 0 IO 60 0 0 18. 54 0 0 15 47 0 0 13 22 0 0 14 39 0 0 24 60 0 0 18 46 0 0 23 60 0 0 24 162 0 0 66 14 0 I 41 45 0 0 42 35 0 0 81 34 I 0 82 24 0 0 69 24 0 0 96 23 0 0 114 26 0 0 115 17 0 0 99 23 0 0 86 18 0 0 53 22 I 0 48 45 I I 115 89 0 0 414 Page I of3 15 min Total Peds !Vehicles Peds 2 112 12 I 170 12 · 2 229 15 2 355 16 2 316 12 I 385 II 2 436 7 3 482 . 15 I 431 9 2 467 2 I 419 II 2 395 25 -3 482 25 8 1816 33 0 390 2 3 450 9 0 476 IO 5 503 16 I 504 6 I 487 9 I 501 13 I 509 8 0 487 7 2 514 15 I 405 13 0 368 19 5 514 19 4 2011 43 ( ', ( Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk, Hr. Time Period : South AQQr (NB) North Annr (SB) West AQQr (EB) 7:30AM to 8:30AM ~ Thru Right Left Thru Right Left Thru Right _Lane Inside 1 1 1 Config -(left) 2 1 1 urations 3 4 ·5 6 Outside 7 Free-flow Lane Settings 0 1 1 1 1 0 0 0 0 Capacity 0 2000 1800 1800 2000 0 0 0 0 Are the North/South phases split Cf IN)? N Are the EasVWest phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly :Volume· 0 222 67 277 1022 0 0 0 0 Adjusted Hourly Volume 0 222 67 277 1022 0 0 0 0 Utilization Factor 0.00 0.11 0.04 0.15 0.51 0.00 0.00 0.00 0.00 Critical Factors 0.00 0.51 0.00 0.00 lCURatio = 0,70 LOS= B Page2of3 East Annr /WB) Left _ Thru Right 1 1 1 0 1 1800 0 1800 162 0 66 162 0 66 0.09 0.00 0.04 0.09 : Turning Movements at Intersection of: Carlsbad Boulevard and Cannon Road Time : 7:30 AM to 8:30AM North A;pproach Carlsbad Boulevard Date: 08/03/06 Day : Thursday 1587 Total Name : Mark, Matt 1299 288 Subtotals 0 Sub -0 1022_ 277 Sub - .To~ totals J t L. totals Totals w e 0 _t L s 0 0 0 66 t 0 0 ~ t ◄ 0 228 0 7 ... 162 0 572 A North p 344 p ~ t r r 0 222 67 Cannon Road 0 Subtotals 1184 289 Total 1473 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. E a s A p p r ( '· f Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East A nnr /WB) Pk. Hr. Time Period : South Appr (NB) 5:00 PM to 6:00PM Lane -Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings . Capacity 1 0 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 . 791 Adjusted Hourly Volume 0 791 Utilization Factor 0.00 0.40 Critical Factors 0.40 ICU Ratio = 0.80 Turning Movements at Intersection of: Time: 5:00 PM to 6:00 PM Date·: 08/03/06 Day : Thursday Name : Mark, Matt Sub- To~ totals w e 0 s D 0 0 A p p r 1800 N N 65 65 0.04 LOS= D 0 0 Subtotals Total North Annr /SB) West Appr (EB) 1 0 0 0 0 I . 0 1800 2000 0 0 0 0 1800 0 1800 134 518 0 0 0 0 89 0 414 134 518 0 0 ·o 0 89 0 414 0.07 0.26 0.00 0.00 0.00 0.00 0.05 0.00 0.23 0.07 0.00 0.23 C Carlsbad Boulevard and Cannon Road North Approach Carlsbad Boulevard 1857 Total . 652 . 1205 Subtotals 0 D 518 134 Sub - J + ~' totals Totals _j L 414 ~ i +-0 503 7 r 89 0 702 North 199 i t r 0 791 65 Cannon Road 0 607 856 1463 South Approach Note: Left-turn volumes-include U-turns. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 33 Intersection Location: Carlsbad Boulevard & Poinsettia Lane Contents: Turn Movement Count Summary (A.M. and P.M.) Pagel A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY Transportation Division \ RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Carlsbad Boulevard FJW Street : Poinsettia Lane Count Date: 08/08/06 End of 15 Day : Tuesday Weather:· Sunriy South Annroach (NB) File: 2006 Int #33 Data Collected by: Raul, Joe Traffic Control : Signalized North Annroach /SB) West Annroach fF.B) min.prd. Left U-Trn Thru Rieht Peds Left U-Trn Thru Riehi° Peds Left U-Trn Thru Ri~ht Peds 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM * 8:15 AM * 8:30AM * 8:45 AM * 9:00AM Max. 15 min. Pk.Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM * 5:00PM * 5:15 PM * 5:30 PM * 5:45PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30PM Peak 5:30 PM Hour 0 0 0 0 0 0 ·o 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 l 0 0 0 l 0 I 19 7 2 0 27 12 2 I 51 12 2 I 41 18 6 0 61 23 l I · 69 21 4 0 54 22 4 0 88 27 9 0 JOO 18 6 I 81 18 7 0 116 30 3 I 72 25 7 I 116 30 9 I 385 93 25 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 2 154 39 l 2 ]35 47 2 3 ]62 43 I 3 150 29 5 7 189 50 3 l 141 37 3 2 137 39 2 2 202 56 4 0 164 40 4 2 127 44 4 2 149 37 5 I 132 33 4 7 202 56 5 12 669 182 12 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 3 9 12 9 19 25 26 37 34 40 18 39 40 129 33 38 49 46 41 35 33 48 25 43 32 38 49 157 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --1887 JOI I 0 0 I 0 0 I 0 0 2 I 0 2 l 1943 89 34 5 0 0 0 0 I 3 96 6 0 0 0 . 10 I 11 136 8 I 0 0 0 0 7 168 5 2 0 0 2 3 6 146 6 0 0 0 3 I 4 271 4 I I 0 3 3 5 224 12 0 0 0 4 2 20 232 2 0 0 0 6 0 29 201 8 0 6 0 12 5 12 247 14 I 7 0 II I 16 147 5 2 2 0 II 8 9 170 7 I r 0 6 4 24 271 14 2 7 0 12 8 29 827 29 3 15 0 40 14 66 Peak Hr. Factor -. 0.94 87 3 2 3 0 6 4 0 ]03 4 3 I () 3 5 19 l I 8 12 I 4 0 3 5 10 96 3· 0 3 0 11 2 8 !09 19 I 5 0 5 6 21 105 4 0 3 0 8 4 II 111 8 0 3 0 8 6 35 !26 18 0 6 0 2 6 7 119 9 0 0 0 6 3 41 °!16 12 l 6 0 6 0 14 l 16 7 2 2 0 7 4 21 129 11 I 3 0 6 3 16 129 19 3 6 0 11 6 41 451 49 I 17 0 23 22 74 Peak Hr. Factor 0.85 Page I of3 , East Annroach /WB) 15 min Total Left U-Trn Thru Ri~ht Peds V ehic!es Peds 6 I 0 4 4 81 9 21 7 0 8 5 197 18 26 2 0 8 3 256 13 64 3 0 9 4 323 18 87 3 0 16 6 365 II 75 3 0 24 2 500 12 -55 l 0 18 4 418 28 64 I 0 14 2 471 40 62 I 3 26 3 476 21 57 6 0 19 I 502 25 76 4 I 20 I 438 15 67 2 0 23 2 417 34 87 7 3 26 6 502 · 40 259 12 4 79 7 1887 IOI 26 2 0 39 0 400 3 35 I 0 28 0 402 24 30 4 0 44 0 477 12 28 l 0 53 l 431 14. 44 7 0 48 l 530 26 36 0 0 46 l 420 15 40 I 0 34 0 423 37 49 3 2 50 0 570 11 53 2 () 45 4 467 49 51 3 0 37 I 449 20 44 4 l 49 l 455 29 44 l 0 40 0 441 21 53 7 2 53 4 570 49 169 II 2 178 2 1943 89 /' \. ,. Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page2 of3 East Annr IWB) Pk. Hr. Time Period : 7:45 AM to 8:45AM South Appr (NB) Lane Config - Inside (left) 1 2 urations 3 4 5 6 Outside 7 Free-flow Lane Settings _Capacity. . 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 1 385 Adjusted Hourly Volume 1 385 Utilization Factor 0.00 0.10 Critical Factors 0.00 1 1800 N y 93 93 0.05 ICU Ratio = 0.48 LOS= Turning Movements at futersection of: w e s A p p r Time: 7:45 AM to 8:45 AM Date : 08/08/06 Day : Tuesday Name : Raul, Joe Sub- To~ totals 102 33 69 0 Subtotals Total 15 40 14 North Annr /SB) West A nnr (EB) 1 2 2 0 1 3600 4000 0 1800 129 827 29 15 129 827 0 15 0.04 0.21 0.00 0.01. 0.21 A Carlsbad Boulevard North Approach 1464 985 0 29 827 129 J t L. _j ___.., t 7 North i t r 1 385 93 1 1101 479 1580 South Approach 1 1 0 1 2000 1800 1800 0 1800 40 14 271 4 79 40 14 271 4 79 0.02 0.01 0.15 0.00 0.04 0.02 0.15 and Poinse(fia Lane Carlsbad Boulevard 479 L 79 +-4 r 271 12 Total Subtotals Sub- totals 354 274 Poinsettia Lane Totals 628 Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r f Carlsbad Boulevard at Poinsettia Lane Lane Configuration for futersection Capacity Utilization Pk. Hr. Time Period : 4:30 PM to 5:30PM South Appr (NB) NorthA r SB WestA r EB Lane Config - urations Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 4 5 6 7 1 1800 I I 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 12 669 Adjusted Hourly Volume 12 669 Utilization Factor 0.01 0.17 Critical Factors 0.17 ICU Ratio = 0.42 I 1 1800 N y 182 182 0.10 LOS= 2 2 0 I I 1 3600 4000 0 1800 2000 1800 158 451 49 17 23 22 158 451 0 17 23 22 0.04 0.11 0.00 O.Ql 0.01 0.01 0.04 O.Ql A Page3 of3 I 0 I 1800 0 1800 180 2 178 180 2 178 0.10 o.oo· 0.10 0.10 Turning Movements at InterseCtion of : Carlsbad Boulevard and Poinsettia Lane w e s A p p r Time : 4:30 PM to 5:30PM Date : 08/08/06 Day : Tuesday Name : Raul, Joe Sub - To..!'!!!__ totals 113 51 62 0 Subtotals Total 17 23 22 North Approach 658 49 451 J t ___j --+ t 7 North i t 12 669 12 654 863 1517 South Approach 1523 1 158 l. i 182 Carlsbad Boulevard 865 L 178 +-2 r 180 11 Total Subtotals Sub- totals 360 373 Poinsettia Lane Totals 733 Note : Left-tum volumes include U-tums. U,turns in bold. E a s A p p r • CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 34 Intersection Location: Rancho Santa Fe Road & San Elijo Road Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Rancho Santa Fe Road FJW Street : San Elijo Road . Count Date: 07/19/06 End of 15 Day : Wednesday Weather: Sunny Souih Annroach INB) File : 2006 Int #34. Data Collected by : Scott, Sarah Traffic Control : Signalized North Annroach (SB) West Annroach (EB) min. prd. Left U-Trn Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left U-Trn Thru Right Peds 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. .--7:15 AM Peak 8:15 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00 PM 5:15 PM * 5:30PM • 5:45PM * 6:00 PM * 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. ----5:00 PM Peak 6:00 PM Hour 0 0 0 0 0 0 0 0 0 0 o· 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 79 30 0 0 86 64 I 0 107 56 0 0 141 75 2 0 122 52 0 0 161 46 0 ·o 200 60 I 0 221 47 0 0 172 58 I 0 170 54 0 0 190 59 I 0 175 59 0 0 221 75 2 0 754 211 2 Intersection Traffic in Pk. Hr. [ntersection Pdstms in Pk. Hr. 0 276 134 0 0 285 110 0 0 270 117 0 0 298 118 0 0 304 134 0 0 285 106 0 0 293 135 tr 0 315 121. I 0 315 136 0 0 268 132 I 0 268 130 0 0 193 136 0 0 315 136 I 0 1191 524 2 Intersection Triffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 14 33 36 30 16 20 23 13 23 23 24 24 36 79 37 35 22 23 33 27 39 42 36 48 39 26 48 165 0 0 I 0 0 I 0 0 4 4 2 5 5 5 3114 2 3 0 . 0 0 0 0 0 I 0 3 2 0 3 4 3162 2 220 271 352 316 291 308 360 309 329 294 286 282 360 1306 190 197 199 182 212 214 249 233 231 216 187 196 249 929 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hr. Factor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hr. Factor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --. 0.94 0 . 0 0 0 0 0 . 0 0 0. 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0.99 Page I of3 East Annroach tWB) 15 min Total Left U-Tm Thru Rioht Peds Vehicles Peds 70 0 0 10 0 423 0 104 0 0 II 0 569 . I 133 0 0 17 0 · 702 0 143 0 0 8 0 713 2 151 0 0 II 0 643 0 195 ·o 0 15 0 746 0 170 0 0 13 0 826 I 164 ·o 0 13 . 0 767 0 167 0 0 22 0 775 I 160 0 0 18 0 723 0 153 0 0 22 0 736 I 140 0 0 16 0 701 0 195 0 0 22 0 826 2 696 0 0 63 0 3114 2 98 0 0 24 0 762 0 90 2 0 20 0 739 0 59 0 0 17 0 684 0 60 0 0 6 0 687 0 54 0 0 8 0 745 ·o 60 0 0 13 0 705 0 67 0 0 18 0 801 0 70 0 0 15 0 797 I 72 I 0 9 0 800 0 81 I 0 15 0 764 I 73 0 0 9 o· 708 0 56 2 0 12 0 621 0 98 2 0 24 0 801 I 290 2 0 57 0 3162 2 ( Rancho Santa Fe Road at • San Elijo Road . Lane Configuration for Intersection Capacity Utilization . Page2of3 Pk. Hr. Time Period : 7:15 AM to South A ppr (NB) 8:15 AM Lane Contig - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 3 0 6000 Are the North/South phases split {YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume. 0 754 Adjusted Hourly Volume 0 754 Utilization .Factor . 0.00 0.13 Critical Factors 0.00 ICURatio = 0.51 Turning Movements at Intersection of: Time: 7:15 AM to 8:15 AM Date: 07/19/06 Day : Wednesday Name : Scott, Sarah Sub - To~ totals w e 0 s 0 0 t 0 A p p r I 1800 N N 211 211 0.12 LOS= 0 0 0 Subtotals Total. North Annr /SB) West Annr (EB) \ 2 3 0 0 0 0 2 0 2 3600 6000 0 0 () 0 3600 .o 3600 84 1306 0 0 0 0 696 0 63 84 1306 0 0 0 0 696 0 63 0.02 0.22 0.00 0.00 0.00 0.00 0.19 0.00 0.02 0.22 0.00 0.00 0.19 A Rancho Santa Fe Road and San Elijo Road North Approach Rancho Santa Fe Road 2212 Total 1390 822 Subtotals 5 0 1306 84 Sub - J t ~ totals Totals _j L 63 _.. t ~ 0 759 7 r 696 0 1049 North 290 i t r 0 754 211 San .Elijo Road 0 2002 965 2967 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. E a s A p p r \ Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 5:00 PM to 6:00PM Lane Config • orations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 3 0 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 riourly Volume 0 1191 Adjusted Hourly Volume 0 1191 Utilization Factor 0.00 0.20 Critical Factors ICU Ratio = 0.52 Turning Movements at Intersection of: Tim,e: 5:00 PM to 6:00 PM Date: 07/19/06 Day: Wednesday Name : Scott, Sarah Sub - Totals totals w e 0 s 0 0 t 0 A p p r I I 1800 N N 524 524 0.29 0.29 LOS= 0 0 0 Subtotals Total North Annr (SB) West Annr IFB) 2 3 0 0 0 0 2 0 2 3600 6000 0 0 0 0 3600 0 3600 169 929 0 0 0 0 292 0 57 169 929 0 0 0 0 292 0 57 0.05 0.15 0.00 0.00 0.00 0.00 0.08 0.00 0.02 0,05 0.00 0.00 0.08 A Rancho Santa Fe Road and San Elijo Road North Approach Rancho Santa Fe Road 2350 Total 1098 1252 Subtotals 4 0 929 169 Sub -. J + L. totals Totals _j L t 57 --+ ..__ 0 349 7 r 292 2 1040 North 691 i t r 0 1191 524 San Elijo Road 0 1219 1715 2934 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM $UMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 35 Intersection Location: Rancho Santa Fe Road & La Costa A venue Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation DiVision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Rancho Santa Fe Road Count Date: 07/19/06 · E/W Street: La Costa Avenue Day : Wednesday Weather : Sunny File : 2006 Int #35 Data Collected by : Sam, Carlos Traffic Control : Signalized; Traffic Co"ntrol in place. South Annroach (NB) ·North Annniach (SB) West Annroach /EB\ East Annroach (WB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. VoL 7.15 AM Peak 8:15 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00PM 5:15 PM • 5:30 PM • 5:45 PM • 6:00PM • 6:15 PM 6:30PM Max. 15 min. Pk. Hr.•VoL 5.00PM Peak 6:00PM Hour Left I 6 11 6 11 12 17 17 22 28 16 19 28 68 47 47 47 .39 40 49 52 40 69 50 64 45 69 211 U-Tm Tom Right Peds Left U-Tm Thru I 62 I 0 6 0 236 L 95 0 o· 6 0 360 0 137 I 0 10 0 423 I 96 2 0 13 0 391 0 112 2 I 33 0 352 2 138 2 0 39 0 368 0 137 3 0 14 0 439 0 122 3 I 10 0 393 I 120 I 0 16 0 437 0 96 2 0 18 0 377 ·3 125 0 0 18 0 357 I 117 3 0 22 0 332 3 138 3 I 39 0 439 3 517 9 I 79 0 1637 Intersect10n Traffic m Pk. Hr. -3086 Intersection Pdstms in Pk. Hr. 9 4 293 6 3 14 0 216 ·6 297 8 .. I 7 0 182 6 285 6 0 17 0 157 7 310 5 0 24 I .168 4 309 7 0 12 2 207 3 345 7 0 . 23 3 178 2 318 7 0 17 0 197 5 347 6 0 34 2 226 I 348 12 . I 36 I 187 2 353 10 0 24 I 226 3 282 6 0 23 0 193 3 306 4 0 23 0 184 7 353 12 3 36 3 226 IO 1366 35 I 111 4 836 -Intersection Traffic m Pk. Hr. -3548 Intersection Pdstrns in Pk. Hr. 8 Right Peds Left U-Tm Thru Rjqht Peds Left U-Tm Thru Right 32 0 37 0 3 12 I 2 0 3 4 46 0 49 0 2 18 I 2 0 15 6 41 0 70 0 2 21 2 .4 0 18 8 58 0 58 0 10 38 I 4 0 26 5 38 0 46 0 26 40 3 4 0 16 7 48 I 46 I 46 41 0 10 0 57 17 56 0 41 0 16 6 I 5 0 32 11 45 I 47 0 19 10 I 2 0 26 11 64 o· 46 0 18 9 0 7 I 25 10 52 0 37 0 20 35 0 4 I 25 10 52 0 48 0 60 24 3 8 6 35 15 55 o: 58 0 39 38 0 5 5 19 6 64 l· 70 I 60 41 3 10 6 57 17 213 2· 180 I 99 66 2 24 I 140 49 Peak Hr. Factor 0.93 52 0 68 0 29 18 I 7 3 19 7 36 0 50 0 60 40 I 15 2 23 18 39 0 63 0 23 30 I 6 2 20 15 35 0 83 0 27 24 0 7 2 10 11 44 0 74 0 36 36 I 6 4 20 13 46 0 73 0 38 26 0 7 3 22 16 48 0 83 0 44 38 0 12 I 26 16 52 0 78 0 39 24 2 .4 0 18 13 44 0 73 0 54 29 I 10 I 19 13~ 51 0 62 0 41 29 I 11 2 29 11 52 0 85 0 40 30 I 8 0 32 9 53 0 53 0 37 26 4 4 0 8 14 53 0 85 0 60 40 4 15 4 32 18 195 0 296 0 178 120 4 37 4 92 53 Peak Hr. Factor 0.98 Page I of3 15 min Total Peds Vehicles Peds 0 400 I 2 606 3 0 746 2 0 708 I 0 687 4 I 827 2 0 777 I 2 705 5 I 777 I I 705 I 0 767 3 0 719 0 2 827 5 4 3086 9 0 783 4 2 791 4 0 716 I 8 753 8 0 814 I 0 839 0 I 861 I 0 888 2 2 897 4 0 902 I I 827 2 0 760 4 8 902 8 3 3548 8 Rancho Santa Fe Road at La Costa Avenne Lane Configuration for Intersection Capacity Utilization Page 2 of3 EastAnnr /WB1 Pk. Hr. Time Period: 7:1.5 AM to 8:15AM South A ppr (NB) Lane Con fig - urations Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow · Lane Settings Capacity 2 3 3600 6000 Are the North/South phases split C{ IN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 71 517 Adjusted Hourly Volume 71 526 Utilization Factor 0,02 0.09 Critical Factors 0.02 ICU Ratio = 0,58 Turning Movements at Intersection of: Time: 7:15 AM 'to 8:15 AM Date: 07/19/06 Day: Wednesday Name : Sam, Carlos Sub - To~ totals w e 422 s 768 1 346 A p p r 0 0 N N 9 0 0.00 LOS= 181 99 66 Subtotals Total North Annr /SB1 . West Annr "'B) 2 3600 79 79 0.02 A I 1. 1 . 3 6000 1637 1850 0.31 0.31 0 0 1800 213 181 0 ' 181 0.00 0.10 0.10 Rancho Santa Fe Road North Approach 2675 1929 0 213 1637 79 j t L. _j ~ i 7 North i t r 71 517 9 3 1730 597 2327 South Approach 2 0 2 0 4000 0 1800 4000 ,0 99 66 25 140 49 165 0 25 .189 0 0.04 0,00 O.Dl 0.05 0.00 0.05 and La Costa A venue Rancho Santa Fe Road. Total 746 Subtotals Sub - totals Totals L 49 +-140 214 t 25 1 402 188 La Costa Avenue Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r ,-- \ \ Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity ,Utilization Pk, Hr. Tjme Period : Soutli Aeer (NB) North Annr (SB) West A~~r /EB\ 5:00PM to 6:00PM Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config -(left) 2 1 I I urations 3 1 1 1 l 4 1 1 5 I' 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 Are the North/South phases split (YIN)? N Are the EasVWest phases split (YIN)? . N Efficiency Lost Factor 0,10 Hourly Volume 221 1366 35 115 836 195 296 .J78· 120 Adjusted Hourly Volume 221 1401 0 115 1031 0 296 298 0 Utilization Factor 0.06 0,23 0.00 0.03 0,17 0,00 0.16 0.07 0,00 Critical Factors 0,23 0.03 0.16 ICU Ratio = 0.56 LOS= A Page 3 of3 East Annr (WB) Left Thru Right 1 I 1 1 1 2 0 1800 .4000 0 41 92 53 41 145 0 0.02 0.04 0.00 0,04 1 Turning Movements at Intersection of: Rancho Santa Fe Road and La Costa Avenue w .e s t A p p r Time: 5:00 PM to 6:00 PM Date : 07/19/06 Day: Wednesday Name: Sam, Carlos Sub - Totals •· •· totals . ..,,, 1092 498 .594 0 Subtotals Total -- 296 178 120 North Approach 195 J _j _.. 7 i 221 10 1003 2625 South Approach 2865 1146 4 836 115 + ~ t North t i 1366 35 1622 Rancho Santa Fe Road 1719 L 53 +-92 r 41 4 Total Subtotals Sub - totals 186 328 La Costa Avenue Totals 514 Note : Left-turn volumes include U-turns, U-turns in bold, E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: . 36 Intersection Location: Rancho Santa Fe Road & Camino De Los Coches Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn MovementDiagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Rancho Santa Fe Road E/W Street : Camino De Los Coches Count Date: 07/19/06 Day: Wednesday Weather: Sunny File : 2006 Int #36 Data Collected by : Matt, Tyler Traffic Control : Signalized; Traffic Control in place. South Annroach (NB) North Aooroach (SB) West Annroach /EB) East Annroach (WB) End of IS min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM • 7:45AM • 8:00 AM . • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15 AM Peak 8:15 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00 PM 5:15 PM • 5:30PM • · 5:45 PM • 6:00 PM • 6:15 PM 6:30 PM -Max. 15 min. Pk. Hr. Vol. 5.00 PM Peak 6:00 PM Hour Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm Thru Right Peds 0 68 4 I 0 115 3 0 0 119 11 I 0 108 18 2 0 126 56 2 0 127 106 0 0 151 37 0 0 139 26 0 0 157 10 0 I 139 10 I 0 146 8 o· 0 . 166 46 2 I 166 106 2 0 574 179 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 343 29 0 0 351 30 4 0 304 28 o· 0 339 33 2 0 374 36 0 . 0 345 30 0 0 364 43 I 0 352 47 0 0 395 42 0 0 361 59 I 0 311 34 0 0 330 47 I 0 395 59 4 0 1472 191 2 Left ·U-Tm 4 3 4 9 16 33 13 9 21 22 17 34 34 76 21 22 22 20 16 27 19 16 17 17 30 IS 30. 69 0 0 . 0 '" 0 ,, 0 I 2 2 0 I 0 I 2 5 2853 6 3 I 0 I 0 I I . 0 I 2 3 2 3 4 Intersection Traffic m Pk. Hr. -2903 Intersection Pdstms in Pk. Hr. 6 Thru 210 310 381 399 376 384 433 433 407 431 386 379 433 1657 215 267 210 167 224 190 227 233 220 224 198 180 267 904 Right Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right 0 0 0 0 0 0 0 20 0 0 2 0 0 0 0 0 0 I 12 0 0 5 0 2 0 0 0 0 I 25 0 0 5 0 0 0 0 0 0 0 30 0 0 8 0 0 0 0 0 0 I 46 0 0 10 0 0 0 0 0 0 0 115 0 0 19 0 I 0 0 0 0 0 85 0 0 22 0 0 0 0 0 0 I 54 0 0 14 0 0 0 0 o. 0 0 44 0 0 9 0 I 0 0 0 0 0 48 0 0 16 0 0 0 0 0 0 • 0 44 0 0 19 0 0 0 0 0 0 0 61 0 0 13 0 2 0 0 0 0 I I IS 0 0 22 0 .l 0 0 0 0 I 298 0 0 64 Peak Hr. Factor 0.91 0 0 0 0 0 0 0 48 0 0 33 0 0 0 0 0 .0 I 32 0 0 34 0 2 0 0 0 0 0 36 0 0 24 0 0 0 0 0 0 0 39 0 0 28 0 I 0 0 0 0 I 41 0 0 35 0 2 0 0 0 0 I 40 0 0 33 0 0 0 0 0 0 I 29 0 0 34 0 I 0 0 0 0 0 17 0 0 32 0 I 0 0 0 0 0 34 0 0 47 0 0 0 0 0 0 0 32 0 0 38 0 2 0 0 0 0 0 44 0 0 27 0 0 0 0 0 0 3 35 .0 0 31 0 2 0 0 0 0 3 48 0 0 4T 0 2 0 0 0 0 I 112 0 0 ISi Peak Hr. Factor 0.96 Page I of3 15 min Total Peds Vehicles Peds I 308 2 0 448 I 0 545 4 0 572 2 I -630 4 2 785 2 0 7_43 I 0 677 I 2 648 2 0 668 2 I 620 I 0 700 2 2 785 4 4 2853 6 0 692 0 0 737 5 0 624 2 2. 627 4 0 726 2 0 666 3 I 717 3 0 697 I 0 756 I 0 733 I 0 647 2 0 640 4 2 756 5 1 2903 6 ( r· Rancho Santa Fe Road at Camino De Los Coches Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : 7:15 AM to South Appr (NB) North Annr /SB) . West Annr (EB) East A nnr /WB) 8:15 AM Lane Config • urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 3 0 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 574 Adjusted Hourly Volume 0 753 Utilization Factor 0.00 0.13 Critical Factors 0.00 ICU Ratio = 0.46 Turning Movements at Intersection .of.: Time: 7:15 AM to 8:15 AM Date: 07/19/06 Day : Wednesday Name: Matt, Tyler Sub; To~ totals w e 0 s 0 0 t 0 A p. p r 0 0 N N 179 0 0.00 LOS= 0 0 0 Subtotals Total . 3 0 0 0 0 2 0 1800 6000 0 0 0 0 3600 d 1800 81 1657 0 0 0 0 298 0 64 81 1657 0 0 0 0 29.8 0 64 0.05 0.28 0.00 0.00 0.00 0.00 0.08 0.00 0.04 0.28 0.00 0.00 0.08 A Rancho Santa Fe Road and Camino De Los Coches. .North Approach Rancho Santa Fe Road 2381 Total 1738 643 Subtotals 5 0 1657 81 Sub - j t ~ totals Totals _t L 64. __.. t ~ O· 362 7 r 298 0 617 North 255 i t i 0 574 179 Camino De Los Coches 0 1955 753 2708 South Approach Note: Left-turn volumes include U-tums. U-turns in bold. E a s A p p r l Rancho Santa Fe Road at Camino De Los Coches Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Appr (NB) . 5:00 PM to 6:00 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 3 0 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost.Factor 0.10 Hourly Volume • 0 1472 Adjusted Hourly Volume 0 1663 Utilization Factor 0.00 0.28 Critical Factors 0.28 ICU Ratio = 0.50 Turning Movements at Intersection of: Time: 5:00 PM to 6:00 PM Date: 07/19/06 Day : Wednesday Name : Matt, Tyler Sub- To~ totals w e 0 s 0 0 t 0 A p p r 0 0 N N 191 0 0.00 LOS= 0 0 0 Subtotals Total North Annr !SB) · West Annr (EB) East Annr (WB) I 3 0 0 0 0 2 0 ·1300 6000 0 0 0 0 3600 0 1800 73 904 0 0 0 0 112 0 I51 73 904 0 0 0 0 112 0 151 0.04 0.15 0.00 0.00 0.00 0.00 0,03 0.00 0.08 0.04 0.00 0.08 A Rancho Santa Fe Road and Camino De Los Coches North Approach Rancho Santa Fe Road 2604 Total 977 1627 Subtotals 4 0 904 73 Sub - J + L. totals Totals _j L 151. __.. t ._ 0 263 7 r 112 0 523 North 260 i t i 0 1472 191 Camino De Los Caches 0 1016 1663 2679 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 37 Intersection Location: Rancho Santa Fe Road & Olivenhain Road / Camino Alvaro Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Olivenhain Road/Camino Alvaro E/W Street: Rancho Santa Fe Road Count Date: 07/19/06 Day : Wednesday Weather : Sunny File : 2006 Int #3 7 Data Collected by: Raul (AM), Art (PM), Joe Traffic Control : Signalized South Annroach (NB) North Annroach (SB\ West Annroach (EB) East Annroach fWR'I End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM * 8:00AM * 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00 PM 5:15 PM * 5:30PM * 5:45 PM • 6:00PM • 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00 PM Peak 6:00 PM Hour Left 18 38 35 80 61 71 116 139 120 176 104 148 176 551 87 91 73 75 66 69 62 84 64 88 77 67 ·91 298 U,Tm Thru Right Peds 0 0 11 0 0 0 17 0 0 0 27 0 0 0 19 0 0 0 32 0 0 0 46 2 0 I 45 0 0 0 44 0 0 I 50 0 0 2 51 2 0 0 42 0 0 7 62 0 0 7 62 2 0 4 190 2 lntersect10n Traffic m Pk. Hr. intersection Pdstrns in Pk. Hr. 0 4 101 0 0 4 100 2 0 3 107 0 0 0 111 0 0 0 123 0 0 3 136 I 0 I 138 0 0 I 109 0 0 6 105 0 0 3 92 0 0 I 90 0 0 2 85 0 0 6 138 2 (} II . 444 0 Left 2 3 I 5 8 8 3 4 2 0 3 9 9 9 I 4 4 6 4 3 I 7 2 3 5 3 7 13 U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3844 5 0 ff 0 0 .0 0 0 0 0 0 0 0 o· 0 -Intersection Traffic m Pk. Hr. -3270 Intersection Pdstms in Pk. Hr. 2 Thru Ri•ht Peds 0 0 0 I 2 0 I 8 2 2 3 I 4 3 0 5 6 I 4 9 0 4 3 0 6 4 0 9 4 0 3 4 0 I 5 I 9 9 2. 23 20 0 Peak Hr. Factor 3 3 0 I 2 0 2 2 I 2 3 I 3 0 0 2 I 0 I 3 0 2 4 0 0 0 0 4 3 0 I 4 I 0 I 0 4 4 I 7 10 0 Peak Hr. Factor Left U-Tm Thru Right Peds Left U-Tm Thru Right 0 0 54 3 2 63 0 201 I 0 0 98 0 0 95 0 238 2 I 0 134 I 2 207 0 317 I 0 0 183 0 0 187 0 335 3 I 0 164 0 0 151 o. 350 7 0 I 232 0 I 132 2 386 4 2 0 2.24 I 0 178 0 434 fl I 0 145 0 0 149 0 415 3 2 I 171 2 0 161 0 416 5 I 0 156 2 I 148 0 421 5 3 ' I 173 3 0 160 0 384 0 0 0 138 3 . 0 157 0 351 8 3 I 232 3 2 207 2 434 8 6 I 696 5 I 636 0 1686 17 0.94 4 0 277 3 0 48 0 206 8 0 I 264 5 0 71 0 283 3 2 0 276 2 2 69 0 207 5 0 0 275. 0 I 40 0 . 176 5 2 I 331 I I 53 0 214 5 I 0 258 2 0 55 0 201 5 I I 307 0 0 70 0 193 2 I 0 339 2 0 60 0 216 8 2 0 383 I I 60 0 206 9 0 0 331 5 0 61 0 221 8 2 0 293 I 0 51 0 177 2 1 0 294 4 1 43 0 206. 6 4 1 383 5 2 71 0 283 9 4 I 1360 8 I 251 .o 836 27 Page I of3 15 min Total Peds Vehicles Peds 0 353 2 I 494 I I 733 5 3 817 4 I . 781 I 0 893 4 0 1021 0 _I 907 I 0 941 0 I 975 4 0 880 0 0 889 • I 3 1021 5 2 3844 5 0 745 o. 0 829 2 0 . 752 3 0 693 2 0 803 I 0 736 I I 780 I 0 833 0 0 838· I 0 819 0 0 704 I 0 712 1 I . 838 3 1 3270 .· 2 Olivenhain Road/Camino Alvaro at Rancho Santa Fe Road Lane Configuration for Intersection Capacity Utilization Page2of3 East Annr (WB) Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Cohfig • urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 2000 Are the North/South phases split Cf IN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 551 4 Adjusted Hourly Volume 0 555 Utilization Factor 0.00 0.28 Critical Factors 0.28 ICU Ratio = 0.80 1 0 0 N N 190 0 0.00 LOS= North Annr (SB) West Annr (EB) 1 0 0 2 0 2 0 2000 0 1800 4000 0 1800 4000 1800 9 23 20 7 696 5 · 377· 1686 117 .. 0 52 0 7 701 0 377. 1686 17 0.00 0.03 0.00 0.00 0.18 0.00 0.21 0.42 0.01 0.00 0.00 0.42 C , .Turning Movements at Intersection of: Olivenhain Road/Camino Alvaro and Rancho Santa Fe Road Time: 7:30 AM to 8:30 AM North Approach Date: 07/19/06 Day : Wednesday Name : Raul (AM), Art (PM), Joe Sub-20 To~ totals J w e 2258 _t s 2966 1 7 708 696 ~ 5 7 A p p i r 551 0 Subtotals 405 Total 1150 South Approach 79 52 0 23 9 t L. t North t r 4 190 745 Olivenhain Road/Camino Alvaro 27 L 17 .. 1686 r 377 0 Total Subtotals Sub· totals 2080 895 Totals 2975 Rancho Santa Fe Road Note : Left-turn volumes include U-tums. U-turns in bold, E a s A p p r Olivenhain Road/Camino Alvaro at Rancho Santa Fe Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. time Period : South A ppr (NB) 5:00 PM to 6:00 PM Lane Config - urf!,Hons Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings 0 Capacity O 2000 Are the North/South phases split (Y /N)? Are the EasUWest phases split (YIN)? Efficiency Lost Factor 0.1 O Hourly Volume 298 11 Adjusted Hourly Volume O 309 Utilization Factor 0,00 0.15 Critical Factors 0.15 ICU Ratio = 0.73 I 0 0 N N 444 0 0.00 LOS= North Annr (SB) 0 0 0 2000 0 13 7 10 0 30 0 0.00 0.02 0.00 0.00 C 2 0 I 2 1800 4000 0 1800 4000 1800 5 '1360 8 251 836 27 5 1368 . 0 251 836 27 0.00 0:34 · 0.00 0.14 0.21 0.02 0.34 0.14 Turning Movements at Intersectfon of: Olivenhain Road/Camino Alvaro · and Rancho Santa Fe Road Time: 5:00 PM to 6:00 PM North Approach O!ivenhain Road/Camino Alvaro Date: 07/19/06 Day: Wednesday 72 Total Name: Raul (AM), Art (PM), Joe 30 42 Subtotals 0 Sub -10 ·7 13 Sub - To~ totals j t ~ totals Totals w e 1145 _j L s 2518 1 5 27 1373 1360--+· t ,._ 836 1114 8 7 r 251 0 2931 A North p 1817 p i t r r 298 11 444 Rancho Santa Fe Road 0 Subtotals 266 753 Total 1019 South Approach Note: Left-turn volumes include I U-tums. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 38 Intersection Location: Carlsbad Village Drive & State Street Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Torn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Di1Jision '\ RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : State Street Count Date: 08/01/06 E/W Street : Carlsbad Village Drive Day : Tuesday Weather : Sunny File : 2006 Int #38 Data Collected by : Art, Carlos Traffic Control : Signalized, South Annroach (NB) North Annroach (SB) West Annroach (EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM 8:15 AM * 8:30AM * 8:45AM * 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00AM Peak 9:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM .6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left I I 6 I 3 6 9 4 5 8 3 9 9 25 7 17 5 14 11 11 13 30 16 16 11 8 30 70 U-Trn Thru Right Peds Left U-Trn 0 0 0 0 4 0 0 0 0 0 4 0 0 0 I I 6 0 0 2 0 0 9 0 0 4 0 0 5 0 0 8 I 0 11 0 0 11 2 0 8 0 0 9 I 0 10 0 0 16 0 0 10 0 0 6 0 0 5 0 0 4 2 0 14 0 0 4 0 0 13 0 0 16 2 I 14 0 0 30 2 0 42 0 Intersection Traffic m Pk. Hr. -772 Intersection Pdstrns in Pk. Hr. = · 23 0 7 4 0 0 11 4 0 0 11 5 0 0 7 3 0 0 8 6 0 O· 31 2 0 0 29 9 I 5 11 0 0 0 41 5 0 0 23 5 0 0 16 6 0 0 17 I 0 5 41 9 I 5 112 16 I Intersection Traffic m Pk Hr. Intersection Pdstrns in Pk. Hr. 10 21 13 19. 25 23 19 33 .24 19 25 32 33 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1585 102 Thru Ri2ht Peds Left U-Trn Thru Right Peds 8 I 0 0 0 13 I I 8 4 I I 0 23 0 2 0 4 I 0 0 31 3 I 0 2 0 I 0 31 I I 2 11 0 I 0 44 I 3 4 8 0 2 0 40 3 4 11 9 0 I 0 44 I I 8 2 I I 0 28 3 2 8 5 I 0 0 49 I 4 10 6 I 3 0 58 6 2 6 3 0 2 0 57 2 2 15 8 4 4 0 51 3 I 15 11 4 4 0 58 6 4 39 22 6 9 0 215 12 9 Peak Hr. Factor 0.93 20 6 5 10 0 122 7 8 16 8 8 9 0 109 19 4 19 11 4 4 0 125 15 6 20 14 3 10 0 113 12 1.0 15 5 10 8 0 113 5 11 12 6 5 8 0 120 19 7 20 10 12 9 0 119 12 12 11 4 7 15 0 100 9 6 8 8 14 6 0 84 5 4 18 10 8 10 0 IOI 10 12 12 13 6 12 0 114 5 9 12 7 10 9 0 75 4 14 20 14 14 15 0 125 19 14 51 28 38 38 0 423 45 29 Peak Hr. Factor 0.94 East Annroach (WB) Left U-Trn Thru Riehl 2 0 31 9 2 0 31 4 3 0 44 13 I 0 52 8 2 0 65 7 3 0 58 13 4 0 65 5 7 0 93 8 2 0 76 7 5 0 80 6 3 0 81 15 8 0 80 13 8 0 93 15 18 0 317 41 9 0 116 20 8 0 117 19 7 0 106 24 7 0 97 27 4 0 88 14 7 0 118 33 6 0 153 22 12 0 160 16 7 0 137 27 7 0 124 24 3 0 116 8 5 I 123 · 16 12 I 160 33 32 0 568 98 Page I of3 15 min Total Peds Vehicles Peds 0 70 I 0 78 3 0 111 3 0 108 I 0 145 . 3 I 157 5 I 170 2 0 174 3 I 179 6 I 193 4 4 192 6 2 208 7 4 208° 7 8 772 23 7 338 20 13 358 25 8 345 18 12 343 25 4 302 25 8 390 20 11 421 36 6 406 19 9 368 27 7 367 27 4 341 19 6 310 30 13 421 36 34 1585. 102 State Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page2 of3 Pk. Hr. Time Period : . 8:00 AM to 9:00AM South Appr (NB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings. Capacity 0 I 0 2000 Are·the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor · 0.10 .Hourly-Volume 25 30 Adjusted Hourly Volume 0 57 ·utilization Factor 0.00 0.03 Critical Factors 0.00 ICU Ratio = 0.25 Turning Movements at Intersection of: Time: 8:00 AM to 9:00 AM Date: 08/01/06 Day : Tuesday Name : Art, Carlos Sub- To~ totals w e 364 s 600 0 t 236 A p p r 0 0 N N 2 0 0.00 LOS= 9 215 12 Subtotals Total North Annr (SB) West Annr !EB) East Annr (WB\ . I 0 0 I 2 0 2 0 0 2000 0 1800 4000 0 1800 4000 0 42 39 22 9 215 12 18 317 41 0 103 0 9 227 0 18 358 0 0.00 0.05 0.00 0.01 0.06 0.00 0.01 0.09 0.00 0.05 O.oJ 0.09 A State Street and Carlsbad Village Drive North Approach State Street 183 Total 103 80 Subtotals 0 22 39 42 Sub - J t ~ totals Totals :_j L 41 ___. t +---317 376 7 r 18 0 635 North 259 i t r 25 30 2 Carlsbad Village Drive 0 69 57 126 South Approach Note: Left-turn volumes include U-tums. U-turns in bold. E a s A p p \ /' State Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 1 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly. Volume 75 112 Adjusted Hourly Volume 0 203 Utilization Factor 0.00 0.10 Critical Factors 0.10 ICU Ratio = 0.39 , Turning Movements at Intersection of: Time: 4:45 PM . to 5:45 PM Date: 08/01/06 Day : Tuesday Name : Art, Carlos Sub - To~ totals w e 666 s 1172 0 t 506 A p p r 0 0 N N 16 0 0.00 LOS= 38 423 45 Subtotals Total North Annr (SB) West Annr /EB) East Appr (WB) 1 i 0 0 2 0 2 0 0 2000 0 1800 4000 0 1800 4000 0 99 51 28 38 423 45 32 568 98 0 178 0 38 468 0 32 666 0 0.00 o·.09 0.00 0.02 0.12 0.00 0.02 0.17 0.00 0.00 0.02 0.17 A State Street and Carlsbad Village Drive North Approach State Street 426 Total 178 248 Subtotals 0 28 51 99 Sub- J t ~ totals Totals __j L 98 ~ i ..--568 698 7 t 32 0 .. \236 North 538 i t r 75 112 16 Carlsbad Village ~.rive 5 133 203 336 South Approach Note: LeftAurn volumes include U-turns. U-turns in bold. E a s A p· p r ,, CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 39 Intersection Location: Carlsbad Village Drive & Harding Street Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERiNG COMPANY Transponarion Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Harding Street Count Date: 08/01/06 E/W Street: Carlsbad Village Drive Day : _Tuesday Weather: Sunny File : 2006 Ini #39 Data Collected by: Tyrone, Nick Traffic Control : Signalized South Aoriroach (NB) North Annroach (SBl WestAooroach /EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM 8:15 AM • 8:30AM • 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8.00AM Peak 9:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00PM 5:15 PM 5:30PM 5:45 PM • 6:00 PM • 6:15 PM • 6:30 PM • Max. 15 min. Pk. Hr. Vol. 5:30 PM Peak 6:30 PM Hour Left I 1 2 3 7 5 3 6 5 11 7 13 13 36 8 16 12 10 5 16 7 8 8 14 4 4 16 30 U~Tm Thru Right Peds Left U-Tm 0 4 15 I 8 0 0 4 17 3 17 0 0 12 17 4 13 0 0 7 12 2 14 0 0 5 17 I 15 0 0 10 13 0 25 0 0 II 15 9 23 0 0 10 13 3-42 0 0 10 21 3 25 0 ·o 18 12 0 98 0 0 13 15 I II 0 0 14 9 I 57 0 0 18 21 9 98 0 0 55 57 5 191 0 Intersection Traffic m Pk. Hr. -1554 Intersection Pdstrns in Pk. Hr. 12 0 16 13 4 48 0 0 19 23 1 31 0 0 19 22 3 49 0 0 14 10 3 22 0 0 23 21 2 46 0 0 16 .26 4 41 0 0 14 18 2 24 0 0 12 28 6 60 1 0 18 20 3 64 0 0 12 19 5 45 0 0 18 10 2 45 0 0 20 14 4 51 0 0 23 28 6 64 I 0 68 63 14 205 0 -Intersection Traffic m Pk. Hr. -2449 Intersection Pdstms in Pk. Hr. 25 Thru Riohi Peds Left U-Tm Thru Right Peds 2 0 0 2 0 38 4 2 I. I I 1 I 46 0 I 2 I 0 3 0 "61 I . I I 2 0 3 I 58 4 1 3 1 0 4 0 69 Q .J 3 2 0 I 0 77 5 3 4 3 . 0 J 0 95 3 I 2 I 0 4 I 88 8 3 15 2 0 2 0 75 10 I 13 I 0 2 2 92 I 2 6 2 I 5 0 77 6 0 5 I 0 3 0 91 2 I 15 3 j. 5 2 95 10 3 39 6 I 12 2 335 19 4 Peak Hr. Factor 0.92 3 4 0 ·9 0 207 7 5 3 4 0 7 4 193 10 6 5 0 0 5 3 197 13 4 7 0 0 2 3 214 9 4 5 0 3 9 4 226 2 12 8 I 0 4 4 232 6 5 3 1 0 9 1 224 2 2 I I 0 3 1 ~54 12 5 5 3 0 9 2 246 5 0 1 0 0 5 I 243 9 6 3 0 0 4 I 224 9 0 8 0 0 10 I 226 13 4 8 4 3 10 4 254 13 12 17 3 0 28 5 939 36 IO Peak Hr. Factor 0.93 East Annroach (WBl Left U-Tm Thru Ri•ht 16 . 4 41-3 10 13 32 3 7 1 53 4 7 3 52 5 20 6 62 8 9 3 58 12 9 9 72 14 13 6 189 19 43 1 159 11 21 6 105 18 19 7 159 25 16 3 180 29 . 43 13 189 29 99 17 603 83 19 5 202 16 22 8 182 19 23 7 204 22 15 4 186 13 20 10 160 17 10 9 191 25 II 3 160 29 47 1 154 13 24 3 210 18 30 3 231 16 14 6 165 26 40 8 236 25 47 10 236 29 108 20 842 85 Page I of3 15 min Total Peds Vehicles Peds 0 144 3 0 147 5 I 177 6 0 172 3 0 223 4 0 223 ·3 0 264 10 0 402 6 0 379 4 2 400 4 0 352 2 0 423 2 2 423 w 2 1554 12 0 557 9 0 541 7 0 581 7 0 509 7 3 548. 20 0 589 9 4 506 8 0 596 11 0 635 3 0 629 11 I 529 3 0 656 8 4 656 20 I 2449 25 '·1 Harding Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization . Page 2 of3 ) Pk. Hr. Time Period : 8:00 AM to 9:00AM South Appr (NB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 I 0 2000 Are the North/South phases split fi IN)? Are the East/West phases split (YIN)? · Efficiency Lost Factor 0.10 Hourly Volume 36 55 Adjusted Hourly Volume 0 148 Utilization Factor 0.00 0.07 Critical Factors 0.00 ICU Ratio = 0.40 \ Turning Movements at Intersection of: Time: 8:00 AM to 9:00 AM Date: 08/01/06 Day : Tuesday Name : Tyrone, Nick Sub- T~ totals w e 647 s 1015 2 t 368 A p p r 0 0 N N ·57 0 0.00 LOS= 14 335 19 Subtotals Total North Annr /SB) West Annr /EB) East Annr /WB) 0 I 0 0 2000 0 !800 !91 39 6 14 0 236 0 14 0.00 0.12 0.00 0.01 0.12 0.01 A Harding Street North Approach 386 236 0 6 39 191 J • L.. _j _.... t 7 North +-i t r 36 55 57 0 157 148 305 South Approach 2 0 2 0 4000 0 !800 4000 0 335 19 116 603 83 354 0 !16 686 0 0.09 0.00 0.06 ·0.17 0.00 0.17 and Carlsbad Village Drive Harding Street 150 L 83 +-603 r 116 Total Subtotals Sub - totals Totals 802 17 1402 600 Carlsbad Village Drive Note : Left-tum volumes include U-tums. U-tums in bold. E a s A p p ..._ -~ Harding Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page3 of3 Pk. Hr. Time Period : South Appr (NB) 5:30 PM to 6:30 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 1 0 2000 Are the North/South phases split Cr IN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume ·30 68 Adjusted Hourly Volume 0 161 Utilization Factor 0.00 0.08 Critical Factors 0.00 ICU Ratio = 0.52 } Tuining Movements at Intersection of: Time: 5:30 PM to 6:30 PM Date: 08/01/06 Day : Tuesday Name : Tyrone, Nick Sub- To~ totals w e 880 s 1888 s t 1008 A p p r 0 0 N N 63 0 0.00 LOS= 33 939 36 Subtotals Total North Annr (SB) West Annr (EB) East Annr (WB) 0 0 1 0 2000 0 1800 205 17 3 33 0 225 0 33· 0.00 0.11 0.00 0.02 0.1 I A Harding Street North Approach 406 225 0 3 17 205 J + ~ _j -->-i 7 North i t r 30 68 63 0 161 161 322 South Approach 2 0 2 0 4000 0 1800 4000 0 939 36 128 842 85 975 0 128 927 0 0.24 0.00 0.07 0.23 0.00 ·0.24 0.07 and Carlsbad Village Drive Harding Street 181 L 85 +---842 r 128 Total Subtotals Sub- totals Totals 1055 20 2282 1227 Carlsbad Village Drive Note : Left-tum volumes include U-tums. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 40 Intersection Location: Poinsettia Lane & A viara Parkway Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 ,. RICK ENGINEERING COMPANY Transportation Division \ RICK ENGIN·EERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : A viara Parkway E/W Street : Poinsettia Lane Count Date: 08/08/06 End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM * 8:15 AM • 8:30AM * 8:45AM * 9:00AM Max. 15min. Pk Hr. Vol. 7:45 AM Peak 8:45AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM • 5:30PM * 5:45PM * 6:00 PM * 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 5:00 PM Peak 6:00PM Hour Left 28 36 58 63 58 59 58 60 64 70 58 53 70 252 74 76 68 67 66 71 89 71 78 77 55 85 89 315 Day : Tuesday Weather: Sunny South Annroach !NR) U-Trn Torn Rinht Peds 0 8 0 2 I 15 0 0 0 22 I 0 0 24 0 0 0 21 2 0 0 37 0 3 0 32 I 0 0 75 I I 0 58 0 0 0 47 I 0 0 48 0 .0 0 43 0 0 I 75 2 3 0 228 2 I Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 54 I 0 0 46 0 0 o· 45 3 0 0 37 0 0 0 52 I 0 0 53 .I 0 0 41 4 0 6 44 5 0 0 48 I 0 0 54 0 0 0 39 I 0 0 33 I 0 6 54 5 0 6 187 10 0 Intersectron Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. File: 2006 Int #40. Data Collected by : Matt, Mark Traffic Control : Signalized North Annroach (SB) West Annroach /EB) Left I 3 I 7 I 6 8 3 4 5 5 5 8 17 18 IO 11 12 12 12 17 20 24 26 16 I I · • 26 87 U-Trn I 2 I 0 0 0 0 0 0 0 0 I 2 0 1998 3 O· 0 0 1 0 1 0 0 2 0 0 0 2 2 2465 4 Torn 8 5 10 18 13 22 21 38 30 26 35 37 38 129 54 73 76 68 90 73 105 124 89 95 97 58 124 413 Right Peds Left 15 2 18 5 0 11 14 2 22 12 0 35 22 0 40 29 0 66 23 3 106 21 0 119 21 0 140 12 0 113 17 0 122 20 0 126 29 3 140 71 0 494 Peak Hr. Factor 45 I 19 27 2 46 46 0 32 55 0 ' 28 66 0 36 84 0 40 110 2 39 105 I 26 83 0 39 69 0 27 73 0 27 45 0 15 I 10 2 46 367 3 131 Peak Hr. Factor U-Trn Thru Right Peds I 11 20 ·O 0 )6 17 I 2 15 27 I 7 27 18 0 0 45 40 0 0 55 60 0 0 52 70 I I 59 52 0 I 64 68 0 0 85 58 1 I 63 71 I 0 64 52 0 7 85 71 I 3 271 . 249 2 0.96 I 61 67 0 2 47 65 0 0 33 63 0 0 42 66 0 0 72 67 2 . l 52 64 0 1 68 72 0 0 77 112 0 I 63 82 0 0 100 86 0 4 84 . 71 0 0 65 73 0 4 100 112 2 2 308 352 0 0.94 East Annroach /WB) Left U-Tm Thru Rieht 0 0 35 0 0 0 29 4 0 0 36 5 I 0 45 8 I 0 62 11 0 0 48 5 I 0 53 16 3 0 70 17 2 0 46 12 2 0 59 8 2 I 46 14 0 0 52 7 3 I 70 17 9 I 221 51 1 0 51 5 0 0 23 12 7 0 28 7 2 0 47 13 2 0 33 8 2 0 57 12 3 0 70 15 4 I 47 11, 0 0 56 12 I 0 50 15 4 0 46 6 0 0 41 17 7 I 70 17 8 1 223 53 Page I of3 15 min Total Peds Vehicles Peds 2 146 6 0 144 I 0 214 3 2 265 2 2 316 2 1 387 4 0 441 4 0 519 I 0 510 0 0 486 I 0 483 I 0 460 0 2 519 6 0 1998 3 0 451 I 2 427 4 0 419 0 0 438 0 0 505 2 2 523 2 0 634 2 0 653 I 1 578 I 0 600 0 I 523 I I 444 I 2 653 4 1 2465 4 Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr /WB) Pk. Hr. Time Period : 7:45AM to 8:45AM South Appr (NB) Lane Config - orations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 2 3600 400'0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Facto, 0.10 Hourly Volume 252 228 Adjusted Hourly Volume 252 230 Utilization Factor 0.07 0.06 Critical Factors 0.07 ICU Ratio -0.43 Turning Movements at Intersection of: Time: 7:45 AM to 8:45 AM Date: 08/08/06 Day : Tuesday Name : Matt, Mark Sub- C Totals totals w e 547 s 1564 3 t 1017 A p p r 0 0 N N 2 0 0.00 LOS- 497 271 249 Subtotals Total North Annr /SB) West Annr /EB) 1 2 0 2 1800 4000 0 3600 17 129 71 4~7 17 200 0 497 0.01 0.05 0.00 0.14 0.05 0.14 A A viara Parkway North Approach 990 217 0 71 129 17 J • ~ __.t. ___., t 7 North i t r 252 228 2 0 387 482 869 South Approach 2 1 2000 3600 1800 271 249 10 271 249 10 0.14 0.07 0.01 and Poinsettia Lane 1 1 2 4000 221 272 0.07 0.07 0 0 51 0 0.00 A viara Parkway 773 L 51 .. 221 • 10 Total Subtotals Sub- totals -Totals 282 1 573 291 Poinsettia Lane Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r I ' \ Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr iWBl Pk. Hr. Time Period : South Appr (NB) 5:00 PM to 6:00PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 3600 1 1 2 4000 Are the-North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 321 187 Adjusted Hourly Volume 321 197 Utilization Factor 0.09 0.05 Critical Factors 0.09 0 0 N N 10 0 0.00 ICU Ratio = 0.55 LOS= Turning Movements at Intersection of: w e s t A p p r C.--0, Time : 5:00 PM to 6:00PM Date : 08/08/06 Day : Tuesday Name : Matt, Mark Sub- Totals totals . 907 1700 793 2 Subtotals Total 133 308 352 North Annr (SB) 1 1 2 0 1800 4000 0 89 413 367 89 . 780 0 0.05 0.20 0.00 0.20 A West Annr (EB) 1 1 2 3600 133 133 0.04 1 2000 308 308 0.15 0.15 1 1 2 3600 352 352 0.10 1 2 0 1800 4000 0 9 223 53 9 276 0 O.DI 0.07 0.00 O.DI Aviara Parkway and Poinsettia Lane North Approach 869 367 413 J + _j ----->-i 7 North i t 321 187 6 779 518 1297 South Approach 1242 2 89 ~ r 10 Aviara Parkway 373 L 53 +--223 r 9 1 Total Subtotals Sub- totals 285 406 Poinsettia Lane Totals .. 691 Note : Left-tum volumes include U-turns. U-tums in bold. E a s t A p p r CITY OF CARLSBAD T~FFIC MONITORING PROGRAM SUMMER2006 I INTERSECTION ANALYSIS SUMMARY Intersection Number: 41 Intersection Location: Poinsettia Lane & Paseo Del Norte Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 .. RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Paseo Del Norte E/W Street : Poinsettia Lane Count Date: 08/09/06 Day: Wednesday Weather : Sunny File: 2006 Int #41· Data Collected by : Matt, Mark Traffic Control : Signalized South Annroach rNR) North Annroach (SB) West Annroach (EB) End ofl5 min. prd. 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45 AM 8:00AM * 8:15 AM * 8:30AM * 8:45AM * 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM · Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM * 5:30PM * 5:45PM * 6:00PM * 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5:00PM Peak 6:00PM Hour Left 2 5 3 9 9 6 7 5 5 4 IO 7 . IO 24 6 3 8 5 3 5 5 4 9 4 4 6 9 22 U-Tm Thru Rieht Peds ·o 0 0 0 0 I 0 0 0 0 1 0 0 7 2 2 0 7 2 0 0 2 3 1 0 1 3 2 0 2 6 0 0 0 4 0 0 I I 2 0 1 9 0 0 2 0 3 0 7 9 3 0 4 20 2 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 1 2 0 0 5 I 0 0 0 2 0 0 0 2 2 0 1 0 0 0 0 ·3 0 0 I 1 I 0 0 I 0 1 I 1 0 1 2 2 3 0 I 0 1 0 3 2 0 1 5 3 3 2 4 5 4 Left 1 1 3 7 4 5 10 16 21 11 20 10 21 68 15 12 20 22 26 14 18 24 29 22 31 24 31 , 93 U-Tm - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2416 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -Intersecnon Traffic m Pk. Hr. -· 3024 Intersection Pdstrns.in Pk. Hr. 8 Thru Right Peds Left U-Tm Thru Riaht Peds 1 45 0 6 0 41 2 0 0 58 0 10 0 78 1 0 2 42 0 6 0 108 1 0 I 51 0 17 0 164 2 0 4 67 0 17 2 144 0 0 1 78 1 39 0 189 4 2 I 80 0 33 0 226 5 4 1 59 0 47 0 283 4 0 0 88 0 57 0 202 11 0 0 65 0 56 0 242 3 0 I 90 I 51 I 238 4 0 I 52 0 41 0 227 5 0 4 90 I 57 2 283 11 4 2 302 1 211 I 965 22 0 Peak Hr. Factor 0.94 4 53 0 62 0 201 9 0 5 51 0 68 0 181 13 0 I 65 0 60 I 199 4 0 7 43 1 94 0 201 9 0 5 57 0 84 0 235 9 0 3 61 I 99 0 201 8 0 4 73 0 94 I 210 13 2 4 88 0 138 0 275 7 . 0 I 70 0 127 0 241 8 0 4 75 0 142 3 293 8 0 0 64 0 103 1 220 6 0 2 50 0 129 1 242 9 2 7 88 1 142 3 293 13 2 13 306 0 501 4 1019 36 2 Peak Hr. Factor 0.88 East Annroach (WB) Left U-Tm Thro Rieht 0 0 126 5 1 0 123 6 0 0 140 8 1 0 154 10 0 0 158 9 I 0 212 7 8 0 136 7 I 0 200 16 I 0 173 21 2 0 151 20 0 0 201 II 2 0 203 II 8 0 212 21 4 0 725 68 7 0 187 16 3 I 167 14 1 0 175 14 1 0 199 17 0 0 218 12 0 I 233 17 3 0 192 20 2 0 294 18 0 0 231 24 0 0 209 26 1 0 168 21 4 0 196 19 7 1 294 26 5 0 926 88 Page 1 of3 15 min Total Peds Vehicles Peds 0 229 0 0 284 0 I 314 1 I 425 3 0 423 0 1 547 5 2 517 8 0 640 0 2 583 2 0 556 2 0 637 I 0 561 3 2 640 8 2 2416 5 0 563 0 0 524 0 0 550 0 0 600 3 0 650 0 0 645 1 0 635 3 0 855 0 0 743 0 2 791 5 2 620 3 0 687 2 2 855 5 2 3024 8 ( Paseo Del Norte at Poinsettia Lane Lane Configuration for Intersection Capacity Utilizatiori Page 2 of3 Pk. Hr. Time Period : 7:45 AM to 8:45AM South Appr {NB) Lane Config- urations Inside (left) Outside Free-flow Lane Settings · Capacity 2 3 4 5 6 7 I 1800 I 2000 Are the North/South phases split (YIN)? Are the East/West·phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 24 4 Adjusted Hourly Volume 24 24 Utilization Factor 0.01 0.oI Critical Factors 0.01 ICU Ratio -0.52 Turning Movements at Intersection of: Time: 7:45 AM to 8:45 AM Date: 08/09/06 Day : Wednesday Name : Matt, Mark Sub- ,To~ totals w e 1052 s 2251 1 t 1199 A p p r 0 0 N N 20 0 0.00 LOS- 212 965 22 Subtotals Total North Annr (SB) I 0 2 1800 2000 0 3600 68 2 302 212 68 304 0 212 0.04 0.15 0.00 0.06 0.15 0,06 A Paseo Del Norte North Approach 655 372 0 302 2 68 j ~ ~ _t ___., t 7 North i t r 24 4 20 0 28 48 76 South Approach I 2 . I 4000 1800 1800 965 22 ,4 965 22 4 0.24 O.QI 0.00 and Poinsettia Lane I I 2 4000 725 793 0.20 0.20 0 0 68 0 0.00 Paseo Del Norte Total 283 Subtotals Sub- totals Totals . L 68 ,.__ 725 797 r 4 0. 1850 1053 Poinsettia Lane Note: Left-tum volumes include U-turns. U-turns in bold. E a s A p p r Paseo Del Norte at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Annr (SB) West Annr (EB) 5:00 PM to 6:00PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 1 1 1800 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 24 4 Adjusted Hourly Volume 24 9 Utilization Factor 0.01 0.00 Critical Factors 0.01 ICU Ratio -0.66 0 0 N N 5 0 0.00 LOS- 1 1 0 2 2 1800 2000 0 3600 4000 1800 93 13 306 505 . 1019 36 93 319 0 505 1019 36 0.05 0.16 . 0.00 0.14 0.25 0.02 0.16 0.14 B Page 3 of3 East Annr (WB) 1 2-0 1800 4000 0- 5 926 88 5 1014 0 0.00 0.25 0.00 0.25 Turning Movements at Intersection of: Paseo Del Norte and Poinsettia Lane Time : 5:00 PM to 6:00PM North Approach Date: 08/09/06 Day : Wednesday Name : Matt, Mark 412 Sub-306 13 .,;Jo~.; totals J + w e 1258 ___t s 2818 4 505 i t 1560 1019_., 36 7 A North p p i t r 24 · 4 2 Subtotals 56 33 Total 89 South Approach 1005 0 93 ~ r 5 Paseo Del Norte 593 L 88 +-926 r 5 Total Subtotals Sub- totals Totals 1019 0 2136 1117 Poinsettia Lane Note·: Left-tum volumes include U-turns. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 42 Intersection Location: Poinsettia Lane & A venida Encinas Contents: Turn Movement Count Summary (A.M. and P.M.) Pagel A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY Transportation Division . RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : A venida Encinas E/W Street : Poinsettia Lane Count Date: 08/09/06 End of 15 Day: Wednesday Weather : Sunny South Aooroach (NB) min.prd. Left U-Tm Thm Riehl Peds Left 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM ~ 8:15 AM • 8:30AM • 8:45AM • 9:00AM Max. 15min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Honr 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00PM 5:15 PM • 5:30 PM • 5:45PM • 6:00PM * 6:15 PM 6:30PM Max. 15 min. Pk. Hr.Vol. 5:00 PM Peak 6:00PM Honr 2 8 3 4 7 9 8 8 1 7 13 IO 13 29 18 20 16 17 16 13 13 14 13 18 15 11 20 58 0 4 18 0 0 2 24 I 0 6 15 I 0 I 26 0 0 10 32 7 0 9 45 3 0 18 50 3 0 7 61 4 0 8 50 6 0 9 62 1 0 7 68 0 0 8 66 I 0 18 68 7 0 31 241 II Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 19 67 0 0 · 19 72 1 0 20 93 2 0 20 91 0 0 15 106 I 0 17 116 3 0 12 79 2 0 11 46 1 0 19 109 2 0 19 87 1 0 25 68 I 0 16 79 0 0 25 116 3 0 61 321 6 Intersection Traffic m Pk. Hr. Inters€!Ction Pdstrns in Pk. Hr. 18 23 15 9 13 21 16 37 30 20 28 22 37 115 31 35 37 31 69 35 49 83 47 71 9 71 83 250 File : 2006 Int #42 Data Collected by: Carlos, Art Traffic Control : Signalized North Annroach /SB) West Annroach (EB) U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1344 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2085 25 Thm 6 4 2 3 4 7 10 18 18 16 7 2 18 59 25 13 23 22 30 23 28 42 24 38 14 29 42 132 Rieht Peds Left 2 0 I 2 0 0 0 1 I I 1 .3 2 0 3 3 0 1 5 0 2 4 I 2 3 I 4 9 0 2 14 I 5 2 0 8 14 I 8 30 3 13 Peak Hr. Factor IO I 9 5 0 3 11 2 12 3 2 5 9 I 14 6 0 13 4 2 7 11 3 7 10 I 13 9 2 15 5 0 10 9 1 4 11 3 15 34 8 42 Peak Hr. Factor .. U-Trn Thm Riehl Peds 0 5 3 0 0 7 2 2 0 5 0 0 0 8 2 0 0 4 I I 0 12 I 0 0 17 3 2 0 30 10 1 0 20 6 2 0 24 7 I 0 24 15 3 0 49 9 0 0 49 15 3 0 98 38 7 0.91 0 45 14 2 0 48 17 I 0 42 19 0 0 34 13 0 0 30 18 2 0 59 16 1 0 40 IO 1 0 78 17 3 0 69 23 1 0 53 24 2 0 48 24 4 0 39 13 0 0 78. 24 4 0 240 74 7 0.89 East Annroach (WB) Left U-Tm Thm Riehl 24 0 14 40 31 0 24 13 20 0 35 35 38 0 41 39 53 0 41 48 62 0 76 34 51 0 60 • 63 80 0 62 49 60 0 50 36 76 0 55 32 75 0 65 50 76 0 65 45 80 0 76 63 . 291 0 232 167 89 0 50 27 88 0 45 40 75 0 36 48 IOI I 48 54 73 0 30 46 93 0 53 51 86 0 50 62 113 0 37 21 103 0 98 54 95 0 105 49 73 2 75 46 68 0 55 ·38 113 2 105 62 397 0 290 186 Page I of3 15 min Total Peds Vehicles Peds 2 137 2 1 140 4 I 137 3 0 175 I 2 218 10 0 280 3 2. 303 7 0 368 6 3 286 12 0 319 2 2 371 6 0 362 1 3 371 12 5 1344 26 0 404 3 0 405 2 I 432 5 I 440 3 0 456 4 4 495 8 I 440 6 0 480 7 2 582 6 -1 583 6 0 414 5 0 432 1 4 583 8 4 2085 25 Avenida Encinas at Pqinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of3 East A nnr (WB) Pk. Hr. Time·Period: 7:45 AM to South Appr (NB) 8:45 AM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings • 1 1 Capacity 1800 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.1 O Hourly Volume 29 31· Adjusted Hourly Volume 29 31 Utilization Factor 0.02 0.02 Critical Factors 1 1800 N N 241 241 0.13 0.13 ICU Ratio = 0.39 LOS= Turning Movements at Intersection of: · w e s A p p r Time: 7:45 AM to 8:45 AM Date : 08/09/06 Day : Wednesday Name : Carlos, Art Sub· Totals totals 440 291 149 0 Subtotals Total 13 98 38 North Annr (SB) West Appr (EB) 1 1 1 1 1800 2000 1800 1800 115 59 30 13 115 59 30 13 0.06 0,03 0.02 0.01 0.06 A Avenida Encinas North Approach 415 204 0 30 59 115 J + ~ _j _.. t 7 North i t r 29 31 241 0 388 301 689 South Approach 3 0 2 2 6000 0 3600 4000 1800 98 38 291 232 167 136 0 291 232 · 167 0.02 0.00 0.08 0.06 0.09 0.02 0.08 and Poh:1scttia Lane Avenida Encinas 211 L 167 .._ 232 r 291 0 Total Subtotals Sub - totals 690 454 . Poinsettia Lane Totals 1144 Note : Left-turn volumes include U-turns. U-turns in bold. E a s A p p r Avenida Encinas at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization · Page 3 of3 East Annr (WB) . Pk. Hr. Time Period : South Appr (NB) 5:00 PM to 6:00PM Lane Config- urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow · Lane Settings I Capacity 1800 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency°Lost Factor 0.10 Hourly Volume 58 6! Adjusted Hourly Volume 58 61 Utilization Factor 0.03 0.03 Critical Factors i 1800 N N 321 321 0. 18 0.18 ICU Ratio = 0.58 LOS= 1' Turning Moverpents at Intersection of: w e s t A p p Time: 5:00 PM to 6:00 PM Date : 08/09/06 Day: Wednesday Name: Carlos, Art Sub - To~ totals 738 382 356 0 Subtotals Total 42 240 74 North Annr (SB) West Annr ll>B) I 1 1 1800 2000 1800 1800 250 132 34 42 250 132 34 42 0.14 0.07 0.02 0.02. 0.14 A A venida Encinas North Approach 705 416 0 34 132 250 J t L. _j _., t 7 North i t r 58 61 '321 0 603 440 1043 South Approach 3 0 2 2 1 6000 0 .3600 4000 1800 240 74 397 290 186 314 0 397 290 186 0.05 0.00 0.11 0.07 0.10 0.05 0.11 and Poinsettia LanC Avenida Encinas 289 L 186 +-290 r 397 0 Total Subtotals Sub - totals 873 811 Poinsettia Lane Totals 1684 Note: Left-turn volumes include U-turns. U-turns in bold. E a s t A· p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 43 Intersection Location: Alga Road & Melrose Drive Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagei Page2 Page3 RICK ENGINEERING COMPANY Transponarion Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Melrose Drive E/W Street : Alga Road Count Date: 07/20/06 Day : Thursday Weather: Sunny File : 2006 Int #43 Data Collected by: Art, Carlos Traffic Control : Signalized South Approach /NB) North Annroach /SB\ West Annroach (EB) End ofl5 min. pfd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45 AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45AM Hour 3:45 PM 4:00 PM 4:15 PM ·4:30 PM 4:45 PM· 5:00PM 5:15 PM 5:30 PM • 5:45 PM • 6:00PM • 6:15 PM • 6:30PM ·Max. 15 min. Pk. Hr. Vol. 5:15 PM Peak 6:15.PM Hour Left U-Tm Thru Right Peds Left U-Tm Tbru Riehl Peds 25 9 23 0 0 2 0 30 8 0 23 8 22 0 0 0 0 49 17 0 77 7 46 0 0 0 0 81 30 I 71 8 63 0 0 0 • 0 79 24 0 61 .4 72 0 I 0 0 64 16 0 70 5 73 0 0 0 ., 0 59 21 0 60 4 97 0 2 I 0 79 27 0 85 4 102 0 0 0 0 63 28 0 67 9 93 4 I .0 0 83 31 0 72 4 91 2 0 0 i 0 73 19 I 79 9 75 0 0 0 0 78 24 0 56 6 73 3 0 0 0 71 22 0 85 9 102 4 2 2 0 83 31 I· 303 26 361 6 I o· 0 297 102 I Intersection Traffic in Pk. Hr. = 1523 Peak Hr. Factor Intersection Pdstrns in Pk. Hr. = 3 45 3 54 0 0 0 0 51 12 0 65 3 74 2 I I 0 56 11 I 55 4 66 3 0 0 0 95 16 0 63 4 67 0 2 0 0 66 12 0 45 3 28 0 0 0 0 94 10 I 62 3 57 0 0 0 0 102 22 0 54 I 66 2 0 0 0 . l lO 21 0 86 3 64 0 3 0 0 145 26 I 71 4 45 0 0 I 0 165 24 0 79 5 58 0 0 2 0 122 26 0 65 5 50 3 I 5 0 l06 31 0 53 5 53 0 0 I 0 86 32 0 86 '5 74 3 3 5 0 165 32 . I 301 17 217 3 4 8 0 538 l07 I Intersection Traffic in Pk. Hr. = 1856 Peak Hr. Factor Intersection Pdstms in Pk. Hr. = 5 Left U-Tm Thru Right Peds 3 0 0 22 0 5 I 0 24 0 18 0 3 36 0 .9 0 0 49 0 23 0 I 44 0 30 0 4 · 47 0 22 0 I 68 0 35 0 0 63 0 20 0 I 74 0 17 0 0 70 0 34 0 3 75 0 31 0 I 64 0 35 I 4 75 .o 106 0 4 282 0 ---0.96 37. 0 0 82 0 39 0 7 89 0 44 0 8 IOI 0 39 0 27 95 0 28 0 21 94 0 21 0 5 92 0 35 0 2 -II I 0 28 0 8 113 0 32 0 7 142 0 36 0 7 118 0 39 0 7 112 0 44 0 9 78 0 44 0 27 142 0 135 0 29 485 0 .. 0.94 Page I of3 East Annroach (WB) 15 min Total Left U-Tm Tbru Right Peds Vehicles Peds I 0 5 0 0 128 0 I 0 3 0 2 153 2 I 0 5 0 0 304 ·r I 0 4 0 O· 308 0 2 0 6 I 2 294 3 3 0 3 0 0 TIS 0 3 0 5 2 0 369 2 3 0 2 0 0 385 0 5 0 5 3 0 395 I 5 0 5 0 I 358 2 3 0 4 I 0 385 0 8 0 6 I 0 342 0 - 8 0 6 3 2 395 3 16 0 16 4 I 1523 3 I 0 0 0 0 285 0 3 0 2 0 I 352 3 I 0 3 0 0 396 0 . I 0 4 0 0 378. 2 4 0 6 I 0 334 I 6 0 4 0 I 374 I 4 0 I 0 o· 407 0 I 0 5 I 0 480 4 I 0 I I 0 494 0 I 0 0 I O· 455 0 3 0 0 I 0 427 I I 0 3 I 0 366 0 6 0 6 •I I 494 4 6 0 6 4 0 1856 5 ( . Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:45 AM to 8:4_5AM South Appr (NB) North Annr (SB) . West Annr /EB\ . Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 3 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0,10 Hourly Volume 329 361 Adjusted Hourly Volume 329 367 Utilization Factor 0.18 0.06 Critical Factors 0.18 ICU Ratio = 0.50 , I 0 0 N N 6 0 0.00 LOS= 3 0 I 1 1800 6000 0 1800 2000 1800 0 297 102 106 4· 282 0 399 0 106 286 0 0.00 O.D7 0.00 0.06 0,14 0.00 0.07 0,14 A Page 2 of3 East Annr /WB) I 0 1800 2000 0 16 16 4 . 16 20 0 O.QI 0.01 0,00 0.01 , .' Turning Movements at Intersection of: Melrose Drive and Alga Road Time : 7:45 AM to 8:45 AM North Approach Melrose Drive Date: 07/20/06 Day : Thursday 870 Total Name : Art, Carlos 399 471 Subtotals 0 Sub -102 ·297 0 Sub- To~ totals J + L. totals Totals w e 421 _j L s 813 0 io6 4 392 4 ___.. t ~ 16 36 282 7 r 16 0 46 A North p 10 p i t r r 329 361 6 Alga Road 26 Subtotals 621 696 Total 1317 South Approach Note: Left-furn volumes include U-turns. U-turns in bold. E a s A p p Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South A ppr (NB) North Annr (SB) • West Annr IEB) 5:15 PM to 6:15 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 3 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 3.18 217 Adjusted Hourly Volume 318 220 Utilization Factor 0.18 0.04 Critical Factors 0.18 ICU Ratio = . 0.66 0 0 N N 3 0 0,00 LOS= 3 0 1 1 1 1800 6000 0 1800 2000 1800 8 538 107 135 · 29 · 485 8 645 0 135 514 0 0.00 0.11 0.00 0.08 0.26 0,00 0.11 0.26 B Page 3 of3 East A nnr IWB) 0 1800 2000 0 6 6 4 14 10 0 0:01 O.Ql 0.00 0.01 J Turning Movements at Intersection of: Melrose Drive and Alga Road Time: 5:15 PM to 6:15 PM North Approach Melrose Drive Date: 07/20/06 Day : Thursday 1009 Total Name: Art, Carlos 653 356 Subtotals 0 Sub -107 538 8 Sub - Totals totals J t ~ totals Totals w e 414 _j L s 1063 0 135 4 t 649 29 __.. t -<f--6 16 485 7 r 6 0 56 A North p 40 p i t i r 318 217 3 Alga Road 17 Subtotals 1046 538 Total 1584 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM · SUMMER 2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 44 Intersection Location: Jefferson Street & Marron Road Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Marron Road E/W Street : Jefferson Street Count Date: 08/08/06 Day : Tuesday Weather : Sunny File : 2006 Int #44 Data Collected by : Carlos, Art Traffic Control : Signalized South Annroach (NB) North Annroach (SB) West Annroach rF.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM 8:15 AM * 8:30AM * 8:45AM * 9:00AM * Max. 15 min. Pk. Hr. Vol. 8:00AM Peak 9:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM * 5:30PM • 5:45 PM • 6:00PM * 6:15 PM 6:30 PM Max. lSmin. Pk. Hr. Vol. 5.00 PM Peak 6:00 PM Hour Left 2 0 3 3 6 2 5 11 3 13 12 10 13 38 14 16 34 6 16 20 17 15 16 13 10 9 34 61 U-Trn Thru Rfaht Peds 0. 2 0 0 0 6 0 0 0 11 0 0 0 21 0 0 0 17 0 0 0 24 0 0 0 30 0 0 0 38 I 0 0 34 0 0 0 25 0 0 0 32 0 0 0 24 0 0 0 38 1 0 0 115 0 0 Intersechon Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 2 82 1 0 0 99 0 0 0 92 0 0 0 84 0 0 0 103 2 0 0 93 0 0 0 110 5 0 0 98 0 0 I 103 I 0 0 ·99 8 0 0 96 3 0 0 111 1 0 2 111 8 0 I 410 14 0 Left 3 6 10 13 6 11 11 21 12 30 19 33 33 94 48 73 54 42 60 55 59 83 68 57 60 46 83 267 U-Tm 0 0 0 0 0 0 0 0 1 0 0 I 1 2 976 4 0 2 0 0 0 1 0 0 0 0 0 .2 2. 0 Intersection Traffic m Pk. Hr. -1949 Intersection Pdstrns in Pk. Hr. 9 Thru Right Peds Left U-Trn Thru Right Peds 11 35 0 4 0 I 1 0 21 82 0 1 0 1 2 0 24 87 0 9 0 2 1 0 28 81 0 13 0 0 I 0 27 111 0 11 0 0 16 0 30 84 0 9 0 2 0 0 36 103 0 22 0 1 3 0 27 118 0 7 ·o 3 3 0 48 93 2 17 0 4 6 0 42 97 0 14 0 7 5 0 51 80 0 19 0 8 3 0 39 88 0 28 0 8 5 0 51 118 2 28 0 8 16 0 180 358 2 78 0 27 19 0 Peak Hr. Factor 0.94 75 39 0 38 0 9 8 2 I 15 55 2 57 0 13 7 0 75 43 0 26 0 8 7 0 87 77 0 32 0 6 13 0 95 57 0 58 0 12 16 0 64 51 0 46 0 12 6 0 81 46 0 76 0 11 7 0 -107 39 I 76 0 IO 16 0 88 46 1 48 0 7 10 I 84 32 0 63 0 8 10 0 106 39 0 44 · 0 10 12 ·o 91 37 0 53 0 6 3 0 115 77 2 76 0 13 16 2 360 163 2 263 ·O 36 43 I Peak Hr. Factor 0.91 East Annroach (WB) Left U-Trn Thru Right o· 0 2 . IO 0 0 0 0 0 0 0 6 0 0 0 2 0 0 I 7 0 0 0 3 0 0 0 5 0 0 0 9 0 0 0 IO 0 0 0 12 1 0 4 15 I 0 6 16 1 0 6 16 2 0 10 53 0 0 5 26 1 0 9 49 0 0 3 39 I 0 25 61 2 .0 8 49 1 0 9 53 1 0 4 65 0 0 IO 79 I 0 16 79 0 0 6 70 1 0 3 57 0 0 3 73 2 0 25 79 2 0 36 293 Page I of3 15 min Total Peds Vehicles Peds 0 71 0 2 119 2 I 153 1 I 162. 1 0 202 0 1 165 I 2 216 2 0 238 0 0 228 2 I 245 1 I 244 1 0 259 0 2 259 2 2 976 4 0 347 2 0 496 2 2 381 2 1 434 1 1 478 I 1 411 1 I 482 I 3 533 4 I 484 3 I 450 I 1 441 1 0 435 0 3 533 4 6 1949 9 .Marron Road at Jefferson Street Lane-Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 8:00 AM to 9:00AM South Appr (NB) North Annr (SB) West Annr (EB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 1800 I 1 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly.Volume 38 115 Adjusted Hourly Volume 38 115 Utilization Factor 0.02 0.03 Critical Factors 0.02 ICU Ratio "" 0.39 0 0 N N 0 0 0.00 LOS- 1 .2 2 1 0 3600 4000 1800 1800 2000 0 96 180 358 78 27 19 96 180 358 78 46 0 O.Q3 0.05 0.20 0.04 0.02 0.00 0.20 0.04 A Page 2 of3 East Annr (WB) I l I 1800 2000 1800 2 IO 53 0 IO 53 0.00 O.Ql 0.03 0.03 Turning Movements at Intersection of: Marron Road and Jefferson Street Time : 8:00 AM to 9:00AM North Approach Date: 08/08/06 Day : Tuesday Name : Carlos, Art 634 Sub-358 180 To~ totals J I w· .., e 406 _f s 530 0 78 124 27 ~ t 19 7 A North p t p i r 38 115 0 Subtotals 201 153 Total 354 South Approach Marron Road 882 248 2 96 ~I- t 53 +--10· ... 2 r 0 Total Subtotals Sub- totals Totals 65 0 186 121 Jefferson Street Note : Left-tum volumes include U-turns. U-tums in bold. E a s A p p r Marron Road at Jefferson Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Annr /SB) West Annr (EB) 5:00 PM to 6:00PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 I 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 62 410 Adjusted Hourly Volume 62 424 Utilization Factor 0.03 0.11 Critical Factors 0.11 .ICU Ratio= 0.59 0 0 N N 14 0 0.00 LOS= 2 3600 267 267 0.07 0,07 A 1 1 2 4000 360 360 0.09 1 1800 163 163 0.09 1 1 0 1800 2000 0 263 36 43 263 79 0 0.15 0.04 0.00 0.15 Page 3 of3 East Annr (WB) I 1800 2000 1800 2 36 293 2 36 293 0.00 0.02 0.16 · 0.16. Turning Movements at Intersection of: Marron Road and Jefferson Street Time: 5:00 PM to 6:00 PM North Approach Marron Road Date: 08/08/06 Day : Tuesday 1756 Total Name : Carlos, Art 790 966 Subtotals 0 Sub-163 360 267 Sub-· To~ totals j + I totals Totals W-4 e 260 _j L s 602 0 263 293 t 342 36 _., t ~ 36 331 43 7 r 2 0 648 A North p 317 p i t r r 62 410 14 Jefferson Street 1 Subtotals 406 486 Total 892 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM • SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 45 Intersection Location: Monroe Street & Marron Road Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page 2. Page3 RICK ENGINEERING COMPANY Transportation Division --· RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City: Carlsbad Intersection of: N/S Street : Monroe Street FJW Street : Marron Road Count Date: 08/08/06 Day : Tuesday Weather : Sunny File: 2006 Int #45 Data Collected by: Nick, Scott Traffic Control : Signalized South Annroach /NB\ North Annroach (SB\ West Annroach mB) Endof15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM * 8:15 AM * 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45 PM • 6:00 PM • 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5:00 PM Peak 6:00 PM Hour Left 5 7 9 15 13 18 15 28 25 21 21 22 28 95 24 28 28 29 36 27 26 29 39 31 25 33 39 125 U-Trn Thru Right Peds 0 5 4 0 0 4 4 1 0 3 7 0 0 I 2 0 0 I 2 0 0 2 7 0 0 2 8 0 0 3 8 0 0 6 4 2 0 6 7 0 0 4 14 0 0 6 12 0 0 6 14 2 0 19 33 2 Intersectlon Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 13 21 0 0 27 19 0 0 16 24 0 0 13 30 0 0 23 28 0 0 14 20 0 0 21 31 0 0 20 21 0 0 18 14 0 0 23 17 0 0 23 29 0 0 11 13 0 0 27 31 0 0 82 83 0 Left 3 2 3 3 2 2 3 4 2 4 2 I 4 12 15 6 18 16 15 14 10 15 18 8 18 16 18 51 U-Trn 0 0 0 0 0 0 0 0 0 0 0 ·O 0 0 489 1· 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. -1359 Intersection Pdstrns in Pk. Hr. 4 Thru Right Peds Left U-Trn Thru Right Peds I 2 0 8 0 5 7 0 2 5 0 8 0 4 14 0 2 3 0 7 0 7 19 0 3 6 0 2 0 11 12 0 2 6 0 9 0 13 27 4 1 7 0 5 0 14 18 0 I 5 0 4 0 19 21 0 1 8 0 6 0 16 26 0 3 7 0 6 0 18 27 0 3 6 0 6 0 13 17 0 2 4 0 8 0 12 17 0 2 5 0 5 0 18 16 0 3 8 0 9 0 19 27 4 9 25 0 26 0 59 87 0 Peak Hr. Factor 0.88 6 ·12 0 14 0 44 29 0 11 14 I 10 2 39 30 I 14 19 0 12 0 51 22 0 13 17 0 27 0 45 24 0 18 14 0 12 0 44. 22 0 16 18 0 14 0 41 17 0 20 13 0 16 0 48 18 0 13 17 0 19 2 50 37 0 21 18 0 25 0 85 32 0 17 19 0 12 0 60 22 0 14 11 0 12 0 45 13 0 16 7 0 25 0 65 27 0 21 19 I 27 2 85 37 1 71 67 0 . 72 2 243 109 0 Peak Hr. Factor 0.89 East Annroach <\VB) Left U-Tm Thru Right 3 0 2 2 5 0 6 3 6 0 7. 0 14 0 6 4 9 0 IO 7 6 0 8 2 13 0 12 6 14 0 21 4 9 0 7 6 8 0 13 6 14 0 14 8 11 0 17 JO 14 0 21 JO 45 0 55 24 17 0 71 22 28 0 59 17 24 0 74 27 25 0 59 25 18 0 63 18 17 0 59 28 24 0 79 27 39 0 61 29 ·28 0 66 18 11 0 59 13 12 0 58 22 17 0 66 30 39 0 79 30 102 0 265 87 Page 1 of3 15 min Total Peds Vehicles Peds 1 47 1 2 64 3 I 73 I 0 79 0 0 JOI 4 I 90 I I 109 1 2 139 2 0 120 2 2 I JO 2 I 120 1 0 125 0 2 139 4. 5 489 7 0 288 0 0 290 2 0 329 0 2 323 2 0 311 0 I 285 I 0 333 0 I 352 1 I 382 I 2 292 2 0 282 0 1 326 I 2 382 2 4 1359 4 Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr (WB) Pk. Hr. Time Period : 7:45AM to 8:45AM South Appr (NB) Lane Config- urations Inside (left) 1 2 3 4. 5 6 Outside 7 Free-flow Lane Settings 1 2 Capacity 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly :Volume 95 19 Adjusted Hourly Volume 95 52 Utilization Factor 0.05 0.Gl Critical Factors 0.05 ICU Ratio = 0.23 Turning Movements at Int~rsection of: Time : 7:45 AM to 8:45 AM Date: • 08/08/06 Day : Tuesday Name : Nick, Scott Sub- To~ totals w e 175 s 347 0 t 172 A· p p r 0 0 N N 33. 0 0.00 LOS= 26 59 87 Subtotals Total ' North Annr (SB) West Annr (EB) 1 1 2 0 1 2 0 2 0 1800 4000 0 1800 4000 0 1800 4000 0 12 9 25 26 59 87 45 55 24 12 38 0 26 146 0 45 79 0 0.Gl 0.Gl 0.00 0.01 0.04 0.00 0.03 0.02 0.00 0.01 0.04 0.03 A Monroe Street and Marron Road North Approach Monroe Street 115 Total 46 69 Subtotals 0 25 9 12 Sub- J + L. totals Totals --1 L 24 _.. i +-55 124 7 r 45 0 228 North 104 i t r 95 19 33 Marron Road 0 141 147 288 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. E a s A p p r Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr /WB) Pk. Hr. Time Period: South Appr (NB) 5:00 PM to 6:00PM Lane · Config - orations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 1 2 1800 4000 . Are the North/South phases split (YIN)?. Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 125 82 Adjusted Hourly Volume 125 165 Utilization Factor 0.07 0.04 Critical Factors 0.07 ICU Ratio = 0.35 Turning Movements at Intersection of : Time: 5:00PM to 6:00 PM Date: 08/08/06 . Day : Tuesday Name : Nick; Scott Sub' Totals totals w e 459 s 885 2 426 A p p .r 0 0 N N 83 0 0.00 LOS= 74 243 109 Subtotals Total North Annr (SB\ West Annr (EB) 1 I • 1 2 0 I 1800 4000 0 1800 51 71 67 74 51 138 0 74 0.03 0.03 0.00 0.04 0.03 A Monroe Street North Approach 430 189 0 67 71 51 J + ~ _j __.. t 7 North i t r 125 82 83 0 282 290 572 South Approach 2 0 I 4000 0 1800 243 1q9 102 352 0 102 0,09 0.00 0.06 0.09 0.06 and Marron Road Monroe Street 241 L 87 +---265 r 102 0 1 1 2 4000 265 352 0.09 Total Subtotals Sub- totals 454 377 0 0 87 0 0.00 Totals 831 Marron Road ,, Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r CITY OF CARLSBAD·. TRAFFIC MONITORING PROGRAM SUMMER 2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 46 Intersection Location: Cannon Road & Paseo Del Norte Contents: Turn Movement Count Summary (A.M.and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 'M RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Paseo Del Norte E/W Street : Cannon Road Count Date: 08/03/06 Day : Thursday Weather: Rainy (AM), Cloudy (PM) File : 2006 Int #46 Data Collected by : Art, Carlos Traffic Control : Signalized South Annroach /NB) North Annroach (SB) WestAnnroachfF.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk Hr. Vol. 7-30AM Peak 8:30AM Hour 3:45 PM 4:00 PM 4:_15 PM 4:30 PM 4:45PM 5:00 PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left 0 7 10 3 12 19 · 28 15 31 27 38 34 38 IOI 129 113 132 126 135 126 150 144 134 132 IOI 86 150 554 U-Tm Thru Right Peds Left U-Tm 0 0 0 0 0 0 0 0 4 I 0 0 0 0 2 0 . 0 0 0 0 0 0 0 0 0 0 4· 0 0 0 0 0 7 0 0 0 0 0 19 0 0 0 0 0 11 0 0 0 I 0 23 0 0 0 I 0 24 0 0 0 0 0 35 0 0 0 0 0 22 I 0 0 ' I 0 35 I 0 0 2 0 77 0 0 0 Intersection Traffic m Pk. Hr. -2817 Intersection Pdstms in Pk. Hr. 9 0 0 37 0 0 0 0 0 34 0 0 0 0 0 47 0 0 0 0 0 47 0 0 0 0 0 40 0 0 0 0 0 49 0 0 0 0 0 54 0 0 0 2 -0 35 0 0 0 0 0 32 . 0 0 0 0 0 35 0 0 0 I 0 46 0 0 0 0 0 23 0 0 ,. 0 2 0 54 0 0 '0 2 0 170 0 0 0 Intersection Traffic m Pk. Hr. -2828 Intersection Pdstms in Pk. Hr. 17 Thru Rieht Peds Left U-Tm Thru. Right Peds 0 0 0 0 0 77 14 I 0 0 0 0 0 92 24 I 0 0 0 0 0 120 50 0 0 0 0 0 0 216 83 I 0 0 0 0 0 170 76 I 0 0 0 0 0 251 74 2 0 0 0 0 0 277 110 0 0 0 0 0 0 512 95 I 0 0 0 0 0 544 113 3 0 0 0 0 0 268 87 I 0 0 0 0 0 214 81 2 0 0 0 0 0 208 89 5 0 0 0 0 0 544 113 5 0 0 0 0 0 1601 405 5 Peak Hr. Factor 0.80 0 0 0 0 0 130 78 I 0 0 0 0 0 142 89 2 0 0 0 0 0 168 66 I 0 0 0 0 0 165 86 I 0 0 0 0 0 154 76 4 0 0 0 0 0 118 84 6 0 0 0 0 0 164 93 2 0 0 0 0 0 171 72 4 0 0 0 0 0 161 57 I 0 0 0 0 0 166 62 I 0 0 0 0 0 137 49 I 0 0 0 0 0 113 49 0 0 0 0 0 0 171 93 6 0 0 0 0 0 614 306 13 Peak Hr. Factor 0.92 . East Annroach (WB) Left U-Tm Thru Rieht 4 0 IOI 0 8 0 121 0 12 0 132 0 22 0 133 0 21 0 121 0 20 0 121 0 15 0 120 0 28 0 138 0 36 0 134 0 19 0 141 0 20 0 135 0 18 0 110 0 36 0 141 0 98 0 533 0 17 0 219 0 24 0 199 0 26 0 252 0 23 0 189 0 15 0 117 -o 36 0 242 0 22 0 284 0 23 0 291 0 23 0 261 0 28 0 197 0 29 0 234 0 13 0 220 0 36 0 291 0 104 0 1078 0 Page I of3 15 min Total Peds ~ehicles Peds 0 196 I 0 256. 2 I 326 I 0 457 I 0 404 I I 492 3 0 569 0 2 799 3 0 882 3 2 567 3 0 523 2 . I 481 7 2 882 7 4 2817 · 9 I 610 2 2 601 4 0 691 I I 636 2 I 537 5 2 655 8 I 767 3 0 738 4 I 668 2 0 620 I I 597 2 0 504 0 2 767 8 4 2828 17 Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Aeer (NB) 7:30AM to 8:30AM ~ Thru Right Lane Inside 1 1 Config • (left) 2 1 urations 3 4 5 6 Outside 7 Free~flow Lane Settings 2 0 Capacity 3600 ' 0 Are the North/South phases split (YIN)? Are the East/West phases split (YMJ? Efficiency Lost Factor 0.10 Hourly Volume 103 0 Adjusted Hourly Volume 103 0 Utilization Factor 0.03 0.00 Critical Factors ICU Ratio = 0.69 1 1 1800 N N 77 77 0.04 0.04 LOS= North Annr /SB) West A nnr /EB) Left Thru Right Left Thru Right ' 1 1 1 0 0 0 0 2 0 0 0 0 0 4000 0 -0 0 0 0 1601 405 0 0 0 0 2006 0 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.50 B East Annr /WB) Left Thru Right 1 1 1 1 1 3 0 1800 . 6000 0 98 533 0 98 533 0 0.05 0.09 0.00 0.05 Turning Movements at Intersection of: Pasco Del Norte and Cannon Road w e s t A p p r Time: 7:30 AM to 8:30 AM-O* : 08/03/06 Day : Thursday Name : Art, Carlos Sub- To~ totals 634 2640 0 2006 Subtotals Total North Approach 0 J _j 0 1601->- 405 7 505 i 103 2 685 South Approach 0 0 + t North t 0 180 0 0 0 ~ r 77 Pasco Del Norte 0 L 0 ._ 533 r 98 0 Total Subtotals Sub· totals 631 1678 Cannon Road Totals _ 2309 Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p r ( ( Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North A~~r ISB) West Annr /F.B) Page3 of3 East Annr (WB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7- Free-flow Lane Settings Capacity 2 0 3600 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 556 0 Adjusted Hourly Volume 556 0 Utilization Factor 0.15 0.00 Critical Factors 0.15 I 0 0 0 0 1800 0 0 0 0 N N 170 0 0 0 0 170 0 0 0 0 0.09 0.00 0.00 0.00 0:00 0.00 0.00 ICU Ratio = 0.54 LOS= A Turning Movements at Intersection of: Paseo Del Norte Time : 4:45 PM to 5:45 PM North Approach Date: 08/03/06 Day : Thursday 0 Name : Art, Carlos 0 0 Sub -0 0 0 ~-•· To~ totals J t ~ w e 1632 ___t s 2552 0 0 t 920 614 __., i 306 7 A North p p i t i r 556 0 170 2 Subtotals 412 726 Total 1138 South Approach 2 0 3 0 4000 0 1800 6000 0 614 306 104 -1078 0 920 0 104 1078 0 0.23 0.00 0.06 0.18 0.00 0.23 0.06 and Cannon Road Paseo Del Norte 0 L 0 ~ 1078 r 104 Total Subtotals Sub - -totals Totals ·' li82 .0 1966 784 Cannon Road Note : Left-tum volumes include U-tums. U-turns in bold. E a s A- p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 . INTERSECTION ANALYSIS SUMMARY Intersection Number: 47 Intersection Location: College Boulevard & Tamarack A venue (S) Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad · Intersection of: N/S Street: College Boulevard E/W Street: Tamarack Avenue (S) Count Date: 07/26/06 Day : · Wednesday Weather: Sunny File : 2006 Int #4 7 Data Collected by: Carlos P. (AM), Tyree (PM), Matt Traffic Control : Signalized South Approach (NB) North Annroach (SB) West Annroach (EB) East Annroach (WB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM • 7:30AM • 7:45 AM • 8:00AM • 8:15 AM 8:30.AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.00AM Peak 8:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00 PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 0 0 3 I 0 0 2 0 2 I 2 5 5 2 - I 4 7 5 6 13 16 19 15 13 16 17 19 63 U-Tm Thru Rioht Peds Left U-Tm Thru 0 38 I 0 0 0 259 0 63 2 0 2 0 338 I 87 I 3 2 0 385 0 76 2 0 2 0 332 0 105 I 0 I 0 331 0 111 5 0 3 2 382 0 126 2 0 3 0 357 0 121 2 I 3 0 291 I 111 3 4 2 0 276 0 127 4 2 2 I 227 0 140 I 2 3 0 209 0 107 6 I 20 0 191 I 140 6 4 20 2 385 0 463 10 I 10 2 1361 Intersection Traffic m Pk. Hr. 2084 Intersection Pdstms in Pk. Hr. 14 0 332 4 I 2 0 38 I 345 8 0 5 0 138 0 370 11 I 8 I 172 I 400 7 2 5 0 147 0 338 4 0 8 0 139 2 488 9 0 5 . 0 175 0 384 5 I 10 I 181 0 441 2 0 6 0 174 I 413 2 I 5 0 173 0 328 4 0 5 0 154 I 210 6 2 9 2 155 0 161 2 0 5 0 149 2 488 11 2 10 2 181 3 1726 18 2 26 I 703 Intersection Traffic m Pk. Hr. -2765 Intersection Pdstrns in Pk. Hr. 8 Ri~ht Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right 3 0 13 ·O 0 IO 0 6 0 0 .2 4 0 11 0 0 IO 0 9 0 0 I 5 0 i4 0 0 9 0 3 0 0 4 5 0 13 0 0 13 ·1 9 0 0 8 I I 21 0 0 12 2 7 0 0 6 7 0 20 0 I 17 0 14 0 0 9 7 0 22 0 0 II 2 13 0 0 4 9 2 25 0 0 6 I 14 0 2 8 15 0 22 0 I 16 2 11 0 0 IO 11 2 11 0 I 16 I 18 0 0 3 12 0 21 0 0 19 0 14 0 0 7 7 0 10 0 0 8 0 11 0 0 8 15 2· 25 0 I 19 2 18 0 2 IO 24 3 88 0 I 46 5 48 0 2 27 Peak Hr. Factor 0.91 4 0 6 0 0 I 0 2 0 2 3 24 0 11 0 0 2 0 5 0 0 I 24 0 16 0 0 2 I 4 0 0 4 17 0 12 0 0 8 0 9 0 0 3 22 0 9 0 0 7 0 5 0 I 3 18 0 15 0 I 6 I 7 0 0 6 28 0 18 0 2 3 i 10 0 I 3 22 I 13 0 0 7 0 6 0 2 0 21 0 18 0 2 8 0 5 0 0 3 26 0 9 0 0 5 I 2 0 I 3 28 0 19 0 2· 7 0 4 0 0 0 28 I 18 0 0 4 2 2 0 I 2 28 I 19 0 2 8 2 10 0 2 6 89 I 64 0 5 24 2 28 0 3 12 Peak Hr. Factor 0.93 Page I of3 15 min Total Peds !Vehicles Peds 0 332 0 0 440 0 0 514 3 0 461 l 0 485 3 2 571 2 I 547 -3 2 481 6 2 470 8 2 422 7 0 428 2 0 373 I 2 571 8 5 2084 14 I 395 2 0 544 0 0 619 2 I 614 3 0 542 0 2 745 3 0 662 2 I 692 2 0 666 I I 550 2 0 459 2 0 389 3 ·2 745 3 3 2765 8 College Boulevard at . Tamarack A venue (S) Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Aeer (NB) North Annr (SB) West Annr (EB) 7:00AM to 8:00AM ~ Thru Right Left Thru Right 'Left Thru Right ' Lane Inside I I I 1 1 I Config -(left) 2 1 1 urations 3 1 1 I I ' 4 5 6 Outside 7 Free-flow . Lane Settings 1 2 0 . 1 2 0 0 1 0 Capacity 1800 4000 0 1800 4000 0 0 2000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 2 463 JO. 12 1361 24 88 I 46 Adjusted Hourly Volume 2 473. 0 12 1385 0 0 135 0 Utilization Factor 0.00 0.12 0.00 O.Dl 0.35 0.00 0.00 0,07 0.00 Critical Factors' 0.00 0.35 0.07 1eu Ratio = 0.52 LOS= A Page 2 of3 East Annr (WB) Left Thru Right 1 1 1 0 I 0 0 2000 0 48 2 27 0 77 0 0.00 0.04 0,00 0.00 1 Turning Movements at Intersection of: College Boulevard and Tamarack Avenue (S) Time: 7:00 AM to 8:00AM North Approach College Boulevard Date: 07/26/06 Day: Wednesday 1977 Total Name: Carlos P. (AM), Tyree (PM), Matt 1397 580 Subtotals 2 Sub -24 1361 12 Sub- :To~ totals J + L. totals Totals w e 28 _j L s 163 0 88 27 t 135 I _.. t .. 2 77 46 7 + 48 0 98 A North p 21 p i t r r 2 ·463 10 Tamarack Avenue (S) 0 Subtotals 1455 475 Total 1930 ' South Approach Note: Left-tum volumes include U-tums. U-turns.in bold. E a s A p p r College Boulevard at Tamarack Avenue (S) Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - uratii:ms Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 2 . 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split {YIN)? Efficiency Lost Factor 0.10 Hourly Volume 66 1726 Adjusted Hourly Volume 66 1744 Utilization Factor 0.04 0.44 Critical Factors .0.44 ICU Ratio = 0.61 Turning Movements at Intersection of: Time : 4:45 PM to 5:45 PM Date : 07 /26/06 Day: Wednesday 0 0 N N 18 0 0.00 LOS= North Annr (SB) West Annr (EB) . 1 1 2 0 0 0 0 0 1800 4000 0 ·o 2000 0 0 2000 0 27 103 89 64 5 24 28 3 12 27 792 0 .o 93 0 0 43 o. 0.02 0.20 0.00 0.00 0.05 0.00 0.00 0.02 0.00 0.02 0.05 0.00 B College Boulevard and Tamarack Avenue (S) North Approach College Boulevard 2622 Name: Carlos P. (AM), Tyree (PM), Matt 819 1803 Total Subtotals Sub.-89 To~ totals. J w e 155 _j s 248 0 64 93 5 ____. 24 7 A p p i r 66 3 Subtotals 758 Total 2568 1 703 27 + ~ i North t i 1726 18 1810 L 12 +-3 r 28 0 Sub - totals 43 49 Tamarack Avenue (S) Totals 92 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. \i":. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM -. SUMMER 2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 48 Intersection Location: College Boulevard & Carlsbad Village Drive Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. :Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 ,. RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : College Boulevard E/W Street : Carlsbad Village Drive Count Date : Day : Wednesday 07/26/06 Weather: Sunny File : 2006 Int #48 Data Collected by : Joe, Raul Traffic Control : Signalized South Aoproach (NB) North Annroach (SB) West Annroach (EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM • 7:30AM • 7:45AM • 8:00AM • 8:15 AM 8:30AM 8:45 AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:00 AM Peak 8:00 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00PM 6:15 PM 6:30 PM Max. 1-Smin. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left 2 3 5 2 0 7 8 5 2 9 9 11 11 20 13 14 9 14 18 15 27 24 22 19 16 34 34 88 ' U-Tm Thru Right Peds Left ·U-Tm 0 34 I I 0 0 0 48 I 0 0 a 0 0 58 2 0 I 0 0 63 I 0 0 I 0 59 4 0 0 0 0 72 2 0 0 0 0 70 I I 0 0 0 73 0 2 I 0 0 76 0 0 3 0 0 80 0 0 0 0 0 101 I 0 I 0 0 66 0 0 0 0 0 IOI 4 2 3 I 0 274 7 3 I 0 Intersection Traffic m Pk. Hr. = 2045 Intersection Pdstrns in Pk. Hr. 13 0 319 I 0 0 0 0 268 0 0 I 0 0 404 0 l I I 0 310 0 0 0 0 0 343 0 0 2 0 0 406 0 0 5 0 0 384 0 I 3 0 0 401 0 I 3 0 0 338 I 2 2 0 0 243 3 l 2 0 0 248 6 4 3 I 0 203 0 I 2 0 0 406 6 4 5 I 0 1529 I 4 13 0 Intersection Traffic m Pk. Hr. = 2742 Intersection Pdstms in Pk. Hr. 13 Thru Rioht Peds Left U-Tm Thru Right Peds 197 22 I 28 0 I I 0 255 30 0 32 0 2 3 0 306 27 I 31 0 0 3 0 286 35 0 29 0 3 8 2 380 24 2 39 0 0 4 I 296 48 2 43 0 I 6 0 347 77 2 59 0 0 13 I 291 52 I 52 0 I 8 I 254 42 0 38 0 0 11 I 271 39 2 52 0 I 16 0 225 39 0 48 0 I 13 I 171 42 I 45 0 0 13 0 380 77 2 59 0 3 16 2 1314 201 7 193 0 2 31 3 ~eak Hr. Factor 0.89 91 62 0 58 0 I 9 0 l 11 61 0 68 0 0 6 0 115 65 0 47 0 0 4 I 102 66 0 70 0 .2 9 0 103 64 I 75 0 0 11 0 119 95 0 88 0 I 13 0 106 77 I 55 0 I 9 I 95 102 0 77 0 3 10 0 79 84 5 78 0 I 15 0 100 69 I 68 0 2 6 0 84 78 l 90 0 I 10 2 93 78 0 59 0 I 11 I 119 102 5 90 0 3 15 2 399 358 6 298 0 6 47 I Peak Hr. Factor 0.92 East Annroach IWB) Left U-Tm Thru Rioht I 0 I 2 0 0 0 I I 0 I 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 I 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 I 0 I 0 I 0 I 5 I 0 I 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 0 3 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 Page I of3 15 min Total Peds Vehicles Peds 0 290 2 0 375 0 0 440 I 0 428 2 0 510 3 0 475 2 0 576 4 0 484 4 0 427 I 0 468 2 0 438 I 0 350 I 0 576 4 0 2045 13 I 555 I 0 529 0 l 646 3 () 573 0 0 616 l 0 742 0 0 662 3 0 715 I 2 623 9 I 513 3 I 537 8 0 481 2 2 742 9 2 2742 13 ' \ I College Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity l)tilization Page 2 of3 Pk. Hr. Time Period : South Aeer (NB) North Annr (SB) . West Annr (EB) East Annr (WB) 7:00 AM to • 8:00 AM ~ Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config -(left) 2 I 1 I I urations 3 1 I I I I 4 5 6 Outside 7 Free-flow Lane Settings I 2 0 1 2 0 2 0 I 0 1 0 Capacity 1800 4000 0 1800 4000 0 3800 0 1800 0 2000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? y Efficiency Lost Factor 0.10 Hourly Volume 20 274 7 1314 201 193 2 31 1 0 Adjusted Hourly Volume 20 281 0 2 1085 0 195 0 31 0 2 0 Utilization Factor 0.01 0.07 0.00 0.00 0.27 0.00 0.05 0.00 0.02 0.00 0.00 0.00 Critical Factors 0.01 0.27 0.05 0.00 ICU Ratio = 0.43 LOS= A Turning Movements at Intersection of: College Boulevard and Carlsbad Village Drive Time: 7:00 AM to 8:00 AM North Approach College Boulevard Date: 07/26/06 Day: Wednesday 1983 Total Name: Joe, Raul 1516 467 Subtotals 0 Sub -201 1314 I Sub - To~ totals J + L. totals Totals w e 222 _j L s 448 0 193 0 226 2 --->-t ◄ 2 31 7 .. 0 12 A North p JO p i t r r 20 274 7 Carlsbad Village Drive 0 Subtotals 1346 301 Total 1647 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r College Boulevard at Carlsbad Village Drive Lane Configuration for lntersectio_n Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity I 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 88 1529 Adjusted Hourly Volume 51 1716 Utilization Factor 0.03 0.43 Critical Factors 0.43 ICU Ratio = 0.61 Turning Movements at Intersection of: Time: 4:45 PM to 5:45 PM Date: 07/26/06 Day: Wednesday Name : Joe, Raul Sub - To~ totals w e 446 s 797 0 t 351 A p p r 0 0 N y I 0 0.00 LOS= 298 6 47 Subtotals Total North Annr (SB) West Annr (EB) East A nnr (WB) I , I 2 0 2 0 0 0 1800 4000 0 3800 0 1800 0 2000 0 13 399 358 298 6 47 0 0 3 8 757 0 304 0 47 0 3 0 0.00 0.19 0.00 0.08 0.00 O.Q3 0.00 0.00 0.00 0.00 0.08 0.00 B College Boulevard and Carlsbad Village Drive North Approach College Boulevard 2600 Total 770 1830 Subtotals 0 358 399 13 Sub - j t L. totals Totals _j L 3 ____. t ,._ 0 3 7 r 0 0 23 North 20 +i t r 88 1529 Carlsbad Village Drive 0 446 1618 2064 South Approach Note: Left-turn volumes include E a s A p p r U-turns. U-turns in bold. · CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 49 Intersection Location: I-5/Carlsbad Village Drive Southbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERJNG COMPANY Transportation Division \ RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street·: 1-5 Southbound Ramps E/W Street: Carlsbad Village Drive Count Date: 08/01/06 Day : Tuesday Weather: Sunny File : 2006 Int #49 Data Collected by: Joe, Raul Traffic Control : Signalized South Approach (NB) North Annroach ISB1 West Annroach /EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM 8:15 AM * 8:30AM * 8:45AM * 9:00AM • Max. 15 miri. Pk. Hr. Vol. 8.00AM Peak 9:00AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 0 .o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm Tbru Right Peds Left U-Tm 0 0 0 0 6 0 0 0 0 0 8 0 0 0 0 0 6 0 0 .o 0 0 14 0 0 0 0 0 18 -0 0 0 0 0 11 0 0 0 0 0 18 0 0 0 0 0 24 0 0 0 0 0 17 0 0 0 0 0 21 0 0 0 0 0 22 0 ·o 0 0 0 20 0 0 0 0 0 24 0 0 0 0 0 80 0 Intersection Traffic m Pk. Hr. -1910 Intersection Pdstrns in Pk. Hr. 16 0 0 0 0 28 0 o· 0 0 0 46 0 0 0 0 0 36 0 0 0 .0 0 32 0 0 0 0 0 26 0 0 0 0 0 35 0 0 0 0 0 42 0 0 0 0 0 29 0 0 0 0 0 40 0 0 -0 0 0 40 0 0 0 0 0 29 0 0 0 0 0 23 0 0 0 0 0 46 0 0 0 0 0 146 0 Intersection Traffic m Pk. Hr. -2994 Intersection Pdstrns in Pk. Hr. 20 Thru Right Peds Left U-Tm Thru Right Peds 0 26 0 0 0 44 36 2 0 30 0 0 0 49 46 0 0 32 0 0 0 63 43 2 I 45 0 0 0 71 48 I 0 53 0. 0 0 70 45 2 0 48 0 0 0 88 55 4 3 64 0 0 o· 90 58 0 3 43 0 0 0 82 57 2 1 61 0 0 0 92 43 0 0 70 0 0 0 83 61 4 4 77 0 0 0 101 51 I 1 81 0 0 0 115 47 3 4 81 O·· 0 0 115 61 4 6 289 o, 0 0 391 202 8 Peak Hr. Factor 0.89 0 91 0 0 0 179 98 4 I 104 0 .o 0 198 83 3 0 83 0 0 0 215 90 5 0. 120 0 0 0 215 92 3 0 93 0 0 0 210 94 2 1 96 0 0 0 230 93 1 3 100 0 0 0 237 97 1 0 108 0 0 0 243 101 1 0 89 0 0 0 233 103 1 1 103 0 0 I 217 73 6 0 73 0 0 0 210 75 2 0 97 0 0 0 175 74 6 3 120 0 0 1 243 103 6 4 393 0 0 0 943 394 4 Peak Hr. Factor 0.99 East Annroach /WB) Left U-Tm Tbru Right 39 0 35 0 60 0 34 0 56 0 76 0 47 0 78 0 81 0 85 0 60 0 94 0 59 0 124 0 56 0 147 0 73 0 142 0 42 0 198 0 43 o. 174 0 52 0 218 0 81 0 218 0 210 0 732 0 72 0 209 0 54 0 200 0 52 0 198 0 32 0 192 0 47 0 240 0 61 0 225 0 62 0 206 0 44 0 234 0 42 0 240 0 54 0 219 0 50 0 198 0 45 0 245 0 72 0 245 0 209 0 905 0 Page 1 of3 15 min Total Peds Vehicles Peds 2 186 4 0 227 0 3 276 5 0 304 I 0 352 2 0 356 4 6 416 6 1 412 3 0 429 0 2 475 6 5 472 6 1 534 4 6 534 6 8 1910 16. 2 677 6 0 686 3 1 674 6 2 683 5 2 710 4 -2 741 3 3 747 4 2 759 3 9 747 10 2 708 8 0 635 2 0 659 6 9 759 10 16 2994 20 1-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : 8:00 AM to 9:00AM. South Appr (NB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings O 0 Capacity O 0 'Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume O 0 Adjusted Hourly Volume O 0 Utilization Factor · 0.00 0.00 Critical Factors 0.00 0 0 N N 0 0 0.00 ICU Ratio = 0.53 LOS= , Turning Movements at Intersection of: w e s A p p r Time : 8:00 AM to 9:00 AM Date: 08/01/06 Day : Tuesday Name : Joe, Raul Sub - To~ totals 1614 !'021 593 0 Subtotals Total 0 391 202 · North Annr(SB) . West Appr (EB) East A nnr /WB) 0 0 0 2000 1800 0 80 6 289 0 0 86 289 0 0.00 0.04 0.16 0.00 0.16 A 1-5 Southbound Ramps North Approach 375 375 0 289 6 80 j t ~ __t ____.., t 7 North i t i 0 0 0 0 418 0 418 South Approach I 1 2 4000 391 593 0.15 0.15 and 1 0 2 0 0 1800 4000 0 202 210 732 0 ' 0 210 732 0 0.00 0.12 0.18 0.00 0.12 Carlsbad Village Drive 1-5 Southbound Ramps 0 L 0 ,.._ 732 r 210 Total Subtotals Sub - totals E a s 942 . 0 1413 A 471 p p Carlsbad Village Drive Note : Left-turn volumes include U-tums. U-turns in'bold. .. 1-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capa~ity Utilization .Page3of3 Pk. Hr. Time Period : South Appr (NB) 4:_45 PM to 5:45 PM Lane Config - urations · Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings O 0 Capacity O 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume O 0 Adjusted Hourly Volume O 0 Utilization Factor 0.00 0.00 Critical Factors 0 0 N N 0 0 0.06 ICU Ratio = 0.77 LOS= : Turning Movements at Interse:::ction of: w e s A p p r Time: 4:45 PM to 5:45 PM Date: 08/01/06 Day : Tuesday Name : Joe, Raul Sub - To~ totals 2635 1298 1337 0 Subtotals Total 0 943 394 North Annr !SB) West Annr !EB) East Annr (WB) 1 0 0 0 2000 1800 0 146 4 393 0 0 150 393 0 0.00 0.08 0.22 0.00 0.22 C I-5 Southbound Ramps North Approach 543 543 0 393 4 146 J + ~ _t ~ t 7 North i t r 0 0 0 0 607 0 607 South Approach 1 2 0 2 0 4000 0 1800 4000 0 943 394 209 . 905 0 1337 0 209 905 0 0.33 0.00 0.12 0.23 0.00 0.33 0.12 and Carlsbad Village Drive I-5 Southbound Ramps 0 L' 0 ~ 905 r 209 Total Subtotals Sub, totals E a s 1114 0 2203 A 1089 p p r Carlsbad Village Drive Note : Left-turn volumes include U-turns. U-turns in bold. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 50 Intersection Location: I-5/Carlsbad Village Drive Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Northbound Ramps E/W Street : Carlsbad Village Drive Count Date: 08/01/06 Day : Tuesday Weather : Sunny File : 2006 Int #50 Data Collected by : Mark, Matt · Traffic Control : Signalized South Annroach (NB) North Aooroach (SB) WestAnnroachll?.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM 8:15 AM • 8:30AM * 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8.00AM Peak 9:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM • 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM 6:00 PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30 PM Peak 5:30PM Hour Left 7 10 17 32- 26 33 56 60 64 74 80 99 99 317 97 78 77 79 84 73 85 93 80 93 80 100 100 335 U-Tm Thru Ri~ht Peds Left U-Tm 0 0 5 0 0 0 0 0 5 0 0 0 0 0 18 0 0 0 0 0 8 0 0 0 0 0 21 0 0 0 0 I 9 7 0 0 0 0 15 0 0 0 0 0 27 0 0 0 0 0 30 0 0 0 0 0 36 0 0 0 0 I 30 0 0 0 0 I 52 0 0 0 0 I 52 7 0 0 0 2 148 0 0 0 Intersection Traffic m Pk. Hr. -1464 Intersection Pdstrns in Pk. Hr. 13 0 0 63 0 0 0 0 I 62 0 0 0 0 0 53 0 0 0 0 0 59 0 0 0 0 0 65 0 0 0 0 0 69 I 0 0 0 2 49 0 0 0 0 I 40 0 0 0 0 I 53 0 0 0 0 I 52 0 0 0 0 0 43 0 0 0 0 0 60 0 0 0 0 2 69 I 0 0 0 3 223 I 0 ·O -Intersection Traffic m Pk. Hr. -2433 Intersection Pdstins in Pk. Hr. 17 Thru Right Peds Left U-Tm Thru Right Peds 0 0 0 36 0 12 0 0 0 0 0 41 0 20 0 0 0 0 0 39 0 23 0 4 0 0 0 41 0 33 0 0 0 0 0 50 0 39 0 I 0 0 0 41 0 46 0 3 0 0 0 69 0 45 0 0 0 0 0 50 0 48 0 I 0 0 0 40 0 49 0 0 0 0 0 30 0 34 0 I 0 0 0 59 0 71 0 2 0 0 0 66 0 60 0 3 0 0 0 69 0 71 0 4 0 0 o· 195 0 214 0 6 Peak Hr. Factor 0.85 'o 0 0 108 0 112 0 3 0 0 0 91 0 133 0 3 0 0 0 119 0 154 0 3 0 0 0 99 0 148 0 4 0 0 ·o 104 0 136 0 3 0 0 0 119 0 182 0 I 0 0 0 102 0 152 0 2 0 0 0 117 0 169 0 3 0 0 0 97 0 181 0 0 0 0 0 97 0 168 0 3 0 0 0 122 0 138 0 I 0 0 0 85 0 132 0 5 0 ,O 0 122 0 182 0 5 0 0 0 442 0 639 0 9 Peak Hr. Factor 0.97 East Annroach <WB) Left U-Tm Thru Right 0 0 63 26 0 0 79 21 0 0 88 25 0 0 90 23 0 0 121 25 0 0 120 34 0 0 123 37 0 0 126 28 0 0 136 31 0 0 IOI 19 0 0 120 27 0 0 125 29 0 0 136 37 0 0 482 106 0 0 146 38 0 0 175 27 0 0 145 34 0 0 122 27 0 0 182 36 0 0 156 31 0 0 171 52 0 0 134 29 0 0 148 31 0 0 141 30 0 0 107 30 0 0 129 20 0 0 ·1s2 52 0 0 643 148 Page I of3 15 min Total Peds Vehicles Peds I 149 I I 176 I 0 210 4 I 227 I I 282 2 5 284 15 0 345 0 2 339 3 0 -350 0 2 294 3 2 388 4 3 432 6 5 432 15 7 1464 13 2 564 5 0 567 3 I 582 4 2 534 6 2 607 5 I 630 3 3 613 5 1 583 4 1 591 I 3 582 6 2 520 3 0 526 5 3 630 6 7 2433 17 I-5 Northbound Ramps a_t Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : 8:00 AM to 9:00AM South Appr (NB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings . Capacity 0 I 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 317 2 Adjusted Hourly Volu_me 0 319 Utilization Factor 0.00 0.16 Critical Factors 0.16 ICU Ratio = 0.52 i' Turning Movements at Intersection of: Time : 8:00 AM to 9:00 AM Date: 08/01/06 Day : Tuesday Name : Mark, Matt Sub - To~ totals w e 799 s 1208 0 t 409 A p p r I 1800 N N 148 148 0.08 LOS= 195 214 0 Subtotals Total North Annr (SB) WestAnnrmB) East Annr /WB) 0 0 0 2 0 0 2 0 0 0 0 1800 4000 0 0 4000 0 0 0 0 195 214 0 0 482 106 0 0 0 195 214 0 0 588 0 0.00 0.00 0,00 0.11 0.05 0.00 0.00 0.15 0.00 0.00 0.11 0.15 A I-5 Northbound Ramps and Carlsbad Village Drive North Approach I-5 Northbound Ramps 303 Total 0 303 Subtotals 0 0 0 0 Sub - j t ~ totals Totals _j L 106 --+ i +-482 588 7 r 0 0 950 North 362 i t r 317 2 148 Carlsbad Village Drive 0 0 467 467 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. E a s A p p r 1-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Appr (NB) 4:30 PM to 5:30 PM Lane Config - Inside (left) 2 urations 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 2000 Are the North/South phases split (YIN)? Are the East/West phases .split (YIN)? Efficiency Lost Factor 0.10 .Hourly Volume 335 3 Adjusted Hourly Volume 0 338 Utilization Factor 0.00 0.17 Critical Factors 0.17 ICU Ratio = 0.72 ,, Turning Movements at Intersection of: Time : 4:30 PM to 5:30 PM Date: 08/01/06 Day : Tuesday Name : Mark, Matt Sub- Totals totals w e 978 s 2059 0 t 1081 A p p 1 r I 1800 N N 223 223 0.12 LOS= 442 639 0 Subtotals Total North Annr (SB) East Annr (WB) 0 0 0 2 0 0 2 0 0 0 0 1800 4000 0 0 4000 0 0 0 0 442 639 0 0 643 148 0 0 0 442 639 0 0 791 0 0.00 0.00. ·0.00 0.25 .· 0.16 0.00 0.00 0.20 0.00 0.00 0.25 0.20 C 1-5 Northbound Ramps and Carlsbad Village Drive North Approach 1-5 Northbound Ramps. 593 Total 0 593 Subtotals 0 0 0 0 Sub - J t L. totals Totals _j L 148 ~ t +--643 791 7 r 0 0 1653 North 862 i t r 335 3 223 Carlsbad Village Drive 0 0 561 561 South Approach Note: Left-turn volumes include U-tums. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 51 Intersection Location: I-5/Tamarack A venue Southbound Ramp -Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Southbound Ramps E/W Street : Tamarack A venue Count Date: 08/02/06 Day : Wednesday Weather: Sunny File: 2006 Int #5 I Data Collected by : Tyree, Tyrone (AM), Raul (PM) Trllffic Control : Signalized South Annroach (NB) North Annroach /SB) West Annroach /EB) East Annroach l\VB) End ofl5 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM * 8:15 AM * 8:30AM * 8:45AM * 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM • 4:45PM • 5:00 PM * 5:15 PM • 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol: 4.15 PM Peak 5:15 PM Hour Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .o 0 0 0 0 0 0 U-Trn Thru Right Peds 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left 7 17 20 20 16 13 19 25 30 36 20 26 36 111 52 43 52 46 39 46 46 44 45 45 60 49 60 177 U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1290 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk.Hr. -1813 Intersection Pdstms in Pk. Hr. 12 Thru Right Peds 0 22 0 0 33 0 0 37 0 0 32 0 I 24 0 0 33 0 0 36 0 0 31 0 0 32 0 I 36 0 0 30 0 0 25 0 1 37 o: 1 129 o· Peak Hr. Factor 0 51 0 2 58 0 1 56 0 0 60 O· 1 50 0 1 69 0 0 67 0 0 57 0 1 63 0 1 67 0 6 84 0 0 62 0 6 84 0 2 246 0 Peak Hr. Factor Left U-Tm Thru Rioht Peds Left U-Tm Thru Rieht 0 0 44 62 0 59 0 32 0 0 0 39 73 0 48 0 30 0 0 0 65 95 0 64 0 28 0 0 0 55 67 0 71 0 45 0 0 0 58 81 0 57 0 49 0 0 0 64 69 0 79 0 48 0 0 0 48 86 0 66 b 37 0 0 0 75 69 0 65 0 59 0 0 0 66. 57 0 60 0 67 0 0 0 58 70 2· 76 0 64 0 0 0 59 38 0 89 0 77 0 0 0 80 62 0 60 0 53 0 0 0 80 95 2 89 0 77 0 0 0 258 234 2 290 0 267 0 0.95 0 0 119 61 I 50 0 105 0 0 0 107 49 2 37 0 90 0 0 0 112 46 1 39 0 134 0 0 0 123 47 . 1 55 0 108 0 0 0 112 46 0 43 0 136 0 0 0 111 49 0 64 0 131 0 0 0 152 41 2 56 0 114 0 0 0 105 36 1 58 0 127 0 o· 0 98 43 0 73 0 104 0 0 0 118 39 4 39 0 136 0 0 0 78 28 0 62 0 142 0 0 0 87 21 2 55 0 154 0 0 0 152 . 61 4 73 0 154 0 0 0 498 183 3 218 . 0 489 0 0.95 Page I of3 15 min Total Peds Vehicles Peds 2 226 2 2 240 2 7 309 7 0 290 0 0 286 0 0 306 0 2 292 2 1 324 1 I 312 1 2 341 4 I 313 1 3 306 3 7 341 7 5 1290 7 I 438 2 0 386 2 2 440 3 3 439 4 3 427 3 2 471 2 1 476 3 9 427· 10 I 427 1 5 445 9 1 460 I 5 428 7 9 476 10 9 1813 12 1-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Aeer (NB) 7:45 AM to 8:45 AM ~ Thru Right Lane Inside I Config -(left) 2 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 0 Capacity O 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume O 0 Adjusted Hourly Volume O 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.46 0 0 N N 0 0 0.00 LOS= North Annr (SB) West Annr !FB) Left Thru Riehl Left Thru Right I I I I I I 0 I I 0 2 I 0 2000 1800 0 4000 1800 111 129 0 258 234 0 112 129 0 258 234 0.00 0.06 0.07 0.00 0.06 0.13 0.07 0.13 A Page2 of3 East Annr (WB) Left Thru Right I I I '· I 2 0 1800 4000 .o 290 267 0 290 267 0 0.16 0.07 0.00 0:16 · Turning Movements at Intersection of: 1-5 Southbound Ramps and Tamarack A venue w e s A p p r Time : 7:45 AM to 8:45 AM Date : 08/0.2/06 Day: Wednesday North Approach Name : Tyree, Tyrone (AM), Raul (PM) Sub -129 To..!!!k..._ totals J 396 _j 888 0 0 492 258 ~ 234 7 i 0 0 Subtotals 525 Total 525 South Approach 241 241 0 1 111 t L. t North t r 0 0 0 1-5 Southbound Ramps 0 L 0 +-267 r 290 0 Total Subtotals Sub· totals 369 Tamarack Avenue Totals 926 Note : Left-tum volumes include U-tums. U-turns in bold. E a s A p p 1-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) 4:15 PM to .5:15 PM Lane Config - urations · Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 ·O 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.48 0 0 N N 0 0 0.00 LOS= North Annr ISB\ West Annr(EB) I 0 0 2 I 0 2000 180o' 0 4000 1800 177 2 246 0 498 183 0 179 246 0 498 183 0.00 0.09 0.14 0.00 0.12 0.10 0.14 0.12 A Page 3 of3 . East Annr /WBl 2 0 1800 4000 0 218 489 0 218 489 0 0.12 0.12 0.00 0.12 1 Turning Movements at Intersection of: I-5 Southbound Ramps and Tamarack Avenue Time: 4:15 PM to 5:15 PM North Approach I-5 Southbound Ramps Date: 08/02/06 Day : Wednesday 425 Total Name : Tyree, Tyrone (AM), Raul (PM) 425 0 Subtotals 0 Sub -246 2 177 Sub - To~ totals J ~ ~ totals Totals w e 735 _j L s 1416 0 0 0 t 681 498 ~ t ◄ 489 707 183 7 r 218 0 1382 A North p 675 p i t r r 0 0 0 Tamarack Avenue 0 Subtotals 403 0 Total 403 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 52 Intersection Location: I-5/Tamarack Avenue Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 'RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : I-5 Northbound Ramps E/W Street: Tamarack Avenue Count Date: 08/02/06 Day : Wednesday Weather: Sunny File : 2006 Int #52 Data Collected by: Joe, Scott Traffic Control : . Signalized South Aooroach /NB) North Annroach (SB\ West Annroach (EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15 AM • 8:30AM • 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00AM Peak 9:00AM Hour 3:45PM 4:00 PM 4:15 PM 4:30PM • 4:45PM • 5:00 PM • 5:15 PM • 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.15 PM Peak 5:15 PM Hour Left 18 IO 12 17 18 20 16 20 31 23 26 23 31 !03 57 43 57 50 62 66 44 54 52 63 60 65 66 222 U-Tm Thru Right Peds Left U-Trn 0 I 14 0 0 0 0 0 14 0 0 0 0 I 31 0 0 0 0 0 39 0 0 0 0 0 25 0 0 0 0 I 26 0 0 0 0 I 28 0 0 0 0 0 43 0 0 0 0 0 38 0 0 0 0 0 36 0 0 0 0 1 51 0 0 0 0 3 49 0 0 0 0 3 51 0 0 0 0 4 174 0 0 0 Intersection Traffic m Pk Hr. -1317 Intersection Pdstms in Pk. Hr. 9 0 0 88 l 0 0 0 0 106 0 0 0 0 0 85 0 0 0 0 1 107 0 0 0 0 0 !06 0 0 0 0 0 !09 0 0 0 0 1 99 0 0 0 0 0 87 0 0 0 0 0 123 6 0 0 0 0 !04 0 0 0 0 0 118 0 0 0 0 0 !07 0 0 0 0 1 123 1 0 0 0 2 421 0 0 0 Intersection Traffic m Pk. Hr. -1895 Intersection Pdstms in Pk. Hr. 12 Thru Right Peds Left U-Trn Thru Rioht Peds 0 0 0 27 0 9 0 I 0 0 0 25 0 25 0 0 0 .o 0 48 0 39 0 I 0 0 0 31 ·O 35 0 0 0 0 0 52 0 36 0 0 0 0 0 36 0 32 0 0 0 0 0 49 0 48 0 I 0 0 0 46 0 72 0 1 0 0 0 44 0 57 0 0 0 0 0 41 0 63 0 1 0 0 0 36 0 47 0 0 0 0 0 40 0 56 0 I 0 0 0' 52 0 72 0 1 0 0 0 161 0 223 0 2 Peak Hr. Factor 0.93 0 0 0 46 0 109 0 1 0 0 0 44 0 111 0 2 0 0 0 49 0 !08 0 I 0 0 0 49 0 120 0 1 0 0 0 47 0 !08 0 2 0 0 0 51 0 110 0 1 0 0 0 52 0 133 0 2 0 0 0 30 0 130 0 3 0 0 0 42 0 112 0 I 0 0 0 45 0 127 0 2 0 0 0 36 0 110 0 2 0 0 0 49 0 125 0 l 0 0 . 0 52 0 133 0 3 0 0 0 199 0 471 0 6 Peak Hr. Factor 0.97 East Annroach l'WB) Left U-Trn Thru Rioht 0 0 72 17 0 0 75 38 0 0 88 38 0 0 IOI 45 0 0 87 49 0 0 !06 53 0 0 93 38 0 0 108 39 0 0 106 31 0 0 114 46 0 0 138 55 0 0 113 49 0 0 138 55 0 0 471 181 0 0 109 36 0 0 73 52 0 0 90 38 0 0 98 27 0 0 104 50 0 0 98 52 0 0 108 43 0 0 114 36 0 0 92 29 0 0 92 39 0 0 !00 34 0 0 96 44 . 0 0 114• 52 0 0 408 172 Page I of3 15 min Total Peds Vehicles Peds 3 158 4 2 187 2 5 257 6 2 268 2 I 267 I I 274 I 2 273 3 I 328 2 3 307 3 2 323 3 1 354 1 I 333 2 5 354 6 7 1317 9 0 445 2 0 429 2 I 427 2 2 452 3 I .477 3 2 486 . 3 I 480 3 I 451 4 4 450 5 3 470 5 I 458 3 2 486 3 4 486 5 6 1895 12 1-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 8:00AM to 9:00AM South A r B Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 I 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 103 4 Adjusted Hourly Volume 0 107 Utilization Factor 0.00 0.05 Critical Factors ICU Ratio = 0.45 I 1.800 N· N 174 174 0.10 0.10 LOS= NorthA r SB WestA r EB 0 0 0 2 0 0 0 0 1800 4000 0 0 0 0 161 223 o. 0 0 0 161 223 0 0.00. 0.00 0.00 0.09 0.06 0.00 . 0.00 0.09 A Page2of3 EastA r WB 0 2 0 0 4000 0 ·O 471 181 0 652 0 0.00 0.16 0.00 0.16 Turning Movements at Intersection of: I-5 Northbound Ramps and Tamarack Avenue Time: 8:00 AM to 9:00 AM · North Approach I-5 Northbound Ramps Date: 08/02/06 Day : Wednesday 346 Total Name: Joe, Scott 0 346 Subtotals 0 Sub -0 0 0 Sub - ! To~ totals J t ~ totals Totals w e 574 _t L s 958 0 161 181 384 223 __.. i .. 471 652 0 7 r 0 0 1049 A North p 397 p i t r r 103 4 174 Tamarack Avenue 0 Subtotals 0 281 Total 281 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r · 1-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of3 East A nnr /WB) Pk. Hr. Time Period : South Appr (NB) 4:15 PM to 5:15 PM Lane Config • urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings 0 Capacity O 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 222. ·2 Adjusted Hourly Volume O 224 Utilization Factor 0.00 0.11 Critical Factors 1800 N N 421 421 0.23 0.23 ICU Ratio = 0.59 LOS= Turning Movements at Intersection of: w e s A p p r Time: 4:15 PM to 5:15 PM Date : 08/02/06 Day : Wednesday Name : Joe, Scott Sub· I_ , ;To~ totals 630 1300 0 670 Subtotals Total 199 471 0 North Annr (SB) ·w,est A nnr /EB) 0 0 0 I 2 0 0 2 0 0 0 0 1800 4000 0 0 4000 0 0 0 0 199 471 0 0 408 172 0 0 0 199 471 0 0 580 0 0.00 0.00 0.00 0.11 0.12 0.00 0.00 0.15 0.00 0.00 0.11 0.15 A 1-5 Northbound Ramps and Tamarack A venue North Approach 0 0 0 J + ___j __.. t 7 North i t 222 2 0 0 645 645 South Approach 1-5 Northbound Ramps 373 373 0 0 L. r 421 L· ,12 -+---408 r o 0 Total Subtotals Sub·· totals 580 892 Tamarack Avenue Totali 1472 Note : LefMum volumes include U-turns. U-turns in bold. E a s A p p r CITY OF CARLSBAD ,TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 53 Intersection Location: I-5/Cannon Road Southbound Ramp Contents: Turn Movement Count Summary (A.M. anc;I P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Southbound Ramps E/W Street : Cannon Road Count Date: 08/03/06 Day : Thursday Weather: Rainy (AM), Cloudy{PM) File: 2006 Int #53 Data Collected by : Nick, Scott Traffic Control : Signalized South Annroach (NB) North Annroach (SB) West Annroach fRB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15 AM * 8:30AM * 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30PM 4:45PM 5:00 PM 5:15 PM * 5:30 PM * 5:45 PM . * 6:00 PM * 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5.00 PM Peak 6:00 PM Hour Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o· 0 0 0 U-Tm Thru Ri~ht· Peds 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 Left 42 65 80 147 130 148 179 303 272 158 142 178 303 912 86 105 89 108 94 90 105 112 92 101 78 69 112 410 U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2205 I 0 0 0 0 0 0 0 0 0 O· 0 0 0 0 Intersectton Traffic m Pk. Hr. -2000 Intersection Pdstrns· in Pk. Hr. 4 Thru 0 0 0 0 0 I 0 0 I 0 0 2 2 I 4 0 0 0 I 0 0 0 I 0 0 0 4 I Right Peds Left U-Tm Thru Right Peds 25 0 0 0 25 8 I 27 0 0 0 28 8 0 58 0 0 0 42 7 0 72 0 0 0 84 6 b 65 0 0 0 61 9 I 86 0 0 0 83 9 0 76 0 0 0 106 6 0 81 0 0 0 114 2 0 69 0 0 0 115 17 0 76 0 0 0 88 10 I 106 0 0 0 73 11 0 78 0 0 0 56 2 0 106 O·' 0 0 115 17 I 302 0 b 0 423 35 I Peak Hr. Factor 0.88 31 0 0 0 114 8 2 62 0 0 0 127 11 I 37 0 0 0 111 7 0 31 0 0 0 104 11 I 48 0 0 0 130 17 0 26 o· 0 0 93 11 I 32 0 0 0 149 16 2 43 0 0 0 121 16 I 28 0 0 0 109 26 I 43 0 0 0 113 13 0 25 0 0 0 103 8 2 36 0 0 0 92 19 0 62 0 0 0 149 26 2 146 0 0 0 492 71 4 Peak Hr. Factor 0.89 East Annroach fWB) Left U-Tm Thru Right 65 0 20 0 51 0 46 0 70 0 63 0 89 0 66 0 57 0 51 0 47 0 76 0 52 0 81 0 46 0 82 0 56 0 89 0 36 0 90 0 29 0 76 0 27 0 66 0 89 0 90 0 190 0 342 0 54 I 32 0 72 I 58 0 55 0 56 0 72 0 53 0 34 0 40 0 43 0 66 0 69 0 77 0 117 0 153 0 87 0 . 104 0 86 0 187 0 90 0 71 0 97 0 93 0 117 I 187 0 359 0 521 0 Page I of3 15 min Total Peds Vehicles Peds I 185 2 0 225 0 0 320 0 0 464 0 0 373 I . I 450 I 0 500 0 0 628 0 - 0 619 0 0 458 I I 437 I 0 409 0 I 628 2 0 2205 I 2 330 4 0 436 I 0 355 0 0 379 I 0 364 0 0 329 I 0 448 2 0 562 I 0 447 I 0 543 0 0 375 2 0 406 0 2 562 4 0 2000 4 ~- 1-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr /WB) Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 0 0 N N 0 0 0.00 0.00 ICU Ratio = 0.51 LOS= , Turning Movemen~s at Intersection of: w e s A p p r Time: 7:30 AM to 8:30AM Date : 08/03/06 Day : Thursday Name :. Nick, Scott 1102 Sub- 644 458 0 Subtotals Total 0 423 35 North Annr (SB) . West Annr (EB) 1 2 0 0 2 1 2 2 0 3600 0 1800 0 . 4000 1800 3600 4000 0 912 302 0 423 35 190 342 0 913 0 302 0 423 35 190 342 0 0.25 0.00 0.17 0.00 0.11 0.02 0.05 0.09 0.00 0.25 0.11 0.05 A 1-5 Southbound Ramps and Cannon Road North Approach 302 J _j ,...._.. 7 226 i 0 0 226 South Approach 1215 I + i North i 0 0 1-5 Southbound Ramps 1215 0 912 . ~ L i 0 Total 0 Subtotals 0 Sub - totals 532 1335 Cannon Road Totals ' 1867 Note : Left-turn volumes include U-tums. U-tums in bold. E a s A p p r \. '·~ I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) . North Annr/SB) West A nnr /EB) Page 3 of3 East A nnr (WB) 5:00 PM to 6:00 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (Y /N)? . ·Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor· 0.00 0.00 Critical Factors· 0.00 1cu·Ratio = 0.43 Turning Movements at Intersection of: Time: 5:00 PM lo 6:00 PM Date: 08/03/06 Day : Thursday Name : Nick, Scott Sub - Toials toials ,. w e 667 s 1230 0 t 563 A p p 0 0 N N 0 0 0.00 0.00 LOS= a 492 71 Subtotals Total 2 0 0 3600 0 1800 0 410 146 0 411 0 146 0 0.11 0.00 0.08 0.00 0.11 A 1-5 Southbound Ramps North Approach 557 557 0 146 1 410 J + ~ _j -+ t 7 North i t r 0 0 0 0 431 0 431 South Approach I ,I 2 4000 492 492 0.12 0.12 and 2 1800 3600 71 359 71 359 0.04 0.10 0.10 Cannon Road 2 0 4000 0 521 0 521 0 0.13 0.00 1-5 Southbound Ramps Total 0 Subtotals Sub- totals Totals L a -+-521 880 r 359 0 1782 902 Cannon Road Note: Left~turn volumes include U-tums. U-turns in bold. , .... E a s ·t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 54 Intersection Location: I-5/Cannon Road Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : I-5 Northbound Ramps E/W Street : Cannon Road Count Date: 08103/06 Day : Thursday Weather : . Rainy (AM), Cloudy (PM) File : 2006 Int #54 Data c;ollected by : Joe, Raul Traffic Control : Signalized South Aooroach /NB) North A nnroach fSBl WestAnnroach/EB) End of 15 min.prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM * 8:15 AM * 8:30AM * 8:45AM * 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM • 4:45PM • 5:00PM • 5:15 PM • 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM Max. 15 min. PL Hr. Vol. 4:15 PM Peak 5:15 PM Hour Left 10 8 13 25 10 19 19 37 26 12 19 23 37 94 7 10 25 23 17 9 28 33 26 47 16 17 47 77 U-Tm Thru Rieht Peds 0 1 25 0 0 0 31 0 0 1 46 0 0 0 90 0 0 0 61 0 0 0 88 0 0 0 90 0 0 0 170 0 0 0 150 0 0 0 113 0 0 0 98 0 0 I 84 0 0 1 170 0 0 0 531 0 Intersectton Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 I 69 0 0 0 79 0 0 2 83 0 0 2 92 0 0 I 66 0 0 I 56 0 0 0 90 0 0 I 98 0 0 0 86 0 0 3 77 0 0 0 79 0 0 0 52 0 0 3 98 0 0 4 304 0 Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. U-Tm 0 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 2717 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. -2950 Intersection Pdstrns in Pk. Hr. 13 Thru Rioht Peds Left U-Tm Thru Right Peds 0 0 0 10 0 69 0 5 0 0 0 7 0 86 0 2 0 0 0 16 0 109 0 0 0 0 0 35 0 216 0 3 0 0. 0 22 0 180 0 8 0 0 0 39 0 241 0 1 0 0 0 24 0 261 0 7 0 0 0 47 0 350 0 3 0 0 0 82 0 395 0 2 0 0 0 38 0 241 0 1 0 0 0 43 0 213 0 2 0 0 0 40 0 200 0 0 0 0 0 82 0 395 0 8 0 0 0 210 0 1199 0 8 Peak Hr. Factor 0.82 0 0 0 56 0 143 0 1 0 0 0 72 0 172 0 0 .0 0 0 70 0 141 0 3 0 0 0 68 0 158 0 2 0 0 0 66 0 167 0 1 0 0 0 52 0 155 0 4 0 0 0 85 0 164 0 1 0 0 0 81 0 137 0 3 0 0 0 66 0 146 0 1 0 0 0 48 0 145 0 4 0 0 0 39 0 . 120 0 4 0 0 0 66 0 109 0 3 0 0 0 85 0 172 0 4 0 0 0 271 0 644 0 8 Peak Hr. Factor 0.93 East Annroach (WB) Left U-Tm Thru Rioht 0 0 86 20 0 0 114 21 0 0 122 27 0 0 120 32 0 0 108 30 0 0 111 39 0 0 99 44 0 0 122 48 0 0 124 55 0 0 107 50 0 0 121 56 0 0 98 47 0 .o 124 56 0 0 474 209 0 0 144 215 0 0 176 178 O· 0 154 223 0 0 209 183 0 0 152 228 0 0 242 214 0 0 206 216 0 0 246 126 0 0 203 145 0 0 190 165 0 0 159 200 0 0 179 140 0 0 246 228 0 0 809 841 Page 1 of3 15 min Total Peds Vehicles Peds 0 221 5 I 267 3 2 334 2 2 518 5 4 411 12 3 537 4. 0 537 7 1 774 4 2 832 4 0 561. 1 I 550 3 0 493 0 4 832 12 4 2717 12 2 635 3 1 687 1 0 698 3 1 735 3 2 697 3 0 729 4 2 789 3 1 722 4 1 672 2 4 675 8 3 613 7 1 563 4 4 789 8 5 2950 13 1°5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:45 AM to South Appr (NB) North Annr (SB) West Annr (EB) Page 2 of3 East A nnr (WB \ 8:45 AM Lane Config • urations Inside (left) Outside Free-flow 2 3 4 5 6 7 Lane Settings 0 Capacity O 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 94 0 Adjusted Hourly Volume O 94 Utilization Factor 0.00 0.05 Critical Factors 2 3600 N N 531 531 0.15 0.15 0 0 0 2 ,0 0 0 3600 0 0 0 210 0 0 0 210 0.00 0.00 0.00 0.06 0.00 ICU Ratio = . 0.55 LOS= A Turning Movements at Intersection of: w e. s A p p r Time : 7:45 AM to 8:45 AM Date : 08/03/06 Day : Thursday Name : Joe, Raul Sub· To~ totals· 568 1977 0 1409 · Subtotals Total I-5 Northbound Ramps North Approach 210 0 J _t 1199 ____., 0 7 i 0 94 0 625 South Approach 0 0 + t North t 0 625 419 0 0 ~ r 531 2 0 0 2.5 1.5 4000 0 0 3100 2700 . 1199 0 0 474 209 1199 0 0 474 209 · 0.30 0.00 0.00 0.15 0.08 0.30 0.00 ~nd Cannon Road I-5 Northbound Ramps 419 L 209 +---474 .. 0 0 Total Subtotals Sub- totals 683 1730 Cannon Road Totals 2413 Note;. Left-tum volumes include U-tums. U-tums. in bold. E a s A p p r I-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page3of3 East A nnr /WB) Pk. Hr. Time Period : South Appr (NB) 4:15 PM to 5:15 PM Lane Config - uratiol1s Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 77 4 Adjusted Hourly Volume 0 81 Utilization Factor 0.00 0.04 Critical Factors ICURatio = 0.57 Turning Moveme-!1,.tS at Intersection of: Time: 4:15 PM to 5:15 PM Date: 08/03/06 Day.: Thursday Name : Joe, Raul Sub- To~ totals w e 886 s 1801 0 915 A p p r 2 3600 N N· 304 304 0.08 0.08 LOS= 271 644 0 Subtotals Total North Annr (SB) West Annr /EB) 0 0 0 2 0 0 0 3600 0 0 0 271 0 0 0 271 0.00 0.00 0.00 0.08 0.00 0.08 A 1-5 Northbound Ramps North Approach 1116 0 0 0 0 0 J + ~ ___t ___.. t 7 North i t r 77 4 304 0 0 385 385 South Approach 2 0 0 4000 0 o· 644 ·O 0 644 0 0 0.16 0.00 0.00 and Cannon Road I I 2.5 3100 809 809 0.26 1.5 2700 841 841 0.31 0.31 1-5 Northbound Ramps Total II 16 Subtotals Sub- totals Totals L 841 +-809 1650 r 0 0 2598 948 Cannon Road Note: Left-tum volumes include U-turns. U-tums in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 55 Intersection Location: I-5/Palomar Airport Road Southbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 ,. RICK ENGINEERING COMPANY Transportation Division RICK ENG.INEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Southbound Ramps E/W Street : Palomar Airport Road Count Date: 07/11/06 Day : Tuesday Weath"er: Sun'ny File : 2006 Int #55 Data Collected by : · Jasen, Matt Traffic Control : Signalized South Aooroach (NB) North Aooroach (SB) West Annroach /EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM • 8:15AM • 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM • 5:30 PM • 5:45 PM • 6:00PM • 6:15 PM 6:30 PM Max. 15 min. Pk.-Hr. Vol. 5:00 PM Peak 6:00PM Hour Left ·O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm Thru Rioht Peds Left U-Tm Thru 0 0 0 0 90 0 0 0 0 0 0 116 0 0 0 0 0 0 138 0 0 0 0 0 0 170 0 0 0 0 0 0 131 ·. 0 0 0 0 0 0 184 0 0 0 0 0 0 208 0 0 0 0 0 0 293 0 0 0 0 0 0 208 0 0 0 0 0 0 213 0 0 0 0 0 0 192 0 0 0 0 0 0 211 0 0 0 0 0 0 293 0 0 0 .o 0 0 906 0 0 Intersection Traffic m Pk. Hr. = 2655 Intersection Pdstms in Pk. Hr. 2 0 0 0 0 133 0 0 0 0 0 0 124 0 0 0 0 0 0 135 0 0 0 0 0 0 115 0 0 0 0 0 0 144 0 0 0 0 0 0 147 0 0 0 0 0 0 114 0 0 .o 0 0 0 164 0 0 0 0 0 0 159 0 0 0 0 0 0 126 0 0 0 0 0 0 141 0 0 0 0 0 0 120 0 0 0 0 0 0 164 0 0 0 0 0 0 563 0 0 Intersection Traffic m Pk. Hr. 3711 Intersection Pdstms in Pk. Hr. 5 Right Peds Left U-Tm Thru Ri~ht Peds 24 0 0 0 26 13 0 35 0 0 0 40 20 0 34 0 0 0 74 22 2 65 0 0 0 61 13 2 66 0 0 0 68 19 0 58 0 0 0 110 12 0 76 0 0 o. 110 19 2 100 0 0 0 131 20 0 92 0 0 0 129 21 I 62 0 0 0 115 30 0 43 0 0 0 115 25 1 61 0 0 0 121 20 0 100 0 0 0 131 30 2 297 0 0 0 490 96 2 Peak Hr. Factor 0.91 44 0 0 0 140 32 1 48 0 0 0 140 35 I 40 0 0 0 137 41 0 43 0 0 0 138 37 0 43 0 0 0 181 48 1 35 0 0 0 156 66 3 36 0 0 0 199 67 2 37 0 0 0 172 63 0 44 0 0 0 190 64 0 44 0 0 0 200 56 0 26 0 0 0 140 47 0 22 0 0 0 146 43 ·O 48 0 0 0 200 67 3 161 0 0 0 761 250 2 Peak Hr. Factor 0.96 EastAnnroach fWB) Left U-Tm Thru Rioht 0 0 65 92 0 0 64 124 0 0 93 ·81 0 0 78 62 0 0 100 88 0 0 147 68 0 0 124 78 0 0 123 62 0 0 151 79 0 0 122 88 0 .0 159 82 0 0 109 95 0 0 159 124 0 0 555 311 0 0 169 243 0 0 155 241 0 0 140 240 0 0 185 255 0 0 168 251 0 0 170 287 0 0 222 257 0 0 238 271 0 0 246 265 0 0 216 261 0 0 164 239 0 0 175 231 0 0 246 287 ·o 0 922 1054 Page 1 of3 15 min Total Peds Vehicles Peds 0 310 0 . 0 399 0 0 442 2 0 449 2 0 472 0 0 579 0 2 615 4 0 729 0 0 680 1 0 630 0 0 616 1 0 617 0 2 729 , 4· 0 2655 2 0 761 1 0 743 1 2 733 2 1 773 1 0 835 1 1 861 4 0 895 2 1 945 1 2 968 2 0 903 0 1 757 1 0 737 0 2 968 4 3 3711 5 1-5 Southbound Ramps at Palomar Airport Road Lane Configuration for.Intersection Capacity Utilization Page2 of3 East Annr (WB) Pk. Hr. Time Period : 7:45 AM to 8:45AM South Appr (NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 o· 0 0 Are the North/South phases split (Y /N)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 ·Critical Factors 0.00 ICU Ratio = 0.49 Turning MOvements at Intersection of: Time: 7:45 AM to 8:45 AM Date: 07/11/06 Day : Tuesday Name : Jasen, Matt Sub - To~ totals w e 852 s 1438 0 t 586 A. p p r 0 0 N N 0 0 0.00 0.00 LOS= 0 490 96 Subtotals Total North Annr (SB) West Annr !EB) 2 0 I 0 3 0 0 2 0 3600 0 1800 0 6000 0 0 4000 0 906 0 297 0 490 · 96 0 . 555 311 906 0 297 0 586 0 0 555 0 0.25 0.00 0.17 0.00 0.10 0,00 0.00 0.14 0.00 0.25 0.00 0.14 A 1-5 Southbound Ramps and Palomar Airport Road North Approach 1-5 Southbound Ramps 1514 Total 1203 311 Subtotals 0 297 0 906 Sub - J t L. totals Totals _j L 311 _.. t ~ 555 866 7 r 0 0 2262 North 1396 i t r 0 0 0 Palomar Airport Road 0 96 0 96 South Approach Note: Left-tum volumes include U-turns. U-turns in bold, E a s A p p r ' 1-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Aeer (NB) North A""r!SB• . West A""r !FB1 East Annr (WB) 5:00 PM to 6:00 PM ~ Thru Right Left ~ Right Left Thru Rioht Left Thru Right Lane Inside 1 I Config -(left) 2 I urations 3 1 I I 4 I I 5 I I 6 Outside 7 Free:flow I Lane Settings 0 0 0 2 0 I 0 3 0 0 2 0 Capacity 0 0 0 3600 0 1800 0 6000 0 0 4000 0 _Are the North/South phases split (YIN)? ·N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 563 0 161 0 761 250 ·O 922 1054 Adjusted Hourly Volume 0 0 0 563 · · 0 161 0 1011 0 0 922 0 Utilization Factor 0.00 0.00 0.00 0.16 0.00 0.09 0.00 0.17 . 0.00 0.00 0.23 0.00 Critical Factors 0.00 0.00 0.16 0.00 0.23 ICU Ratio = 0.49 LOS= A Turning Movements at Intersection of: 1-5 Southbound Ramps and Palomar Airport Road Time: 5:00 PM to 6:00 PM North Approach 1-5 Southbound Ramps Date: 07/11/06 Day : Tuesday 1778 Total Name : Jasen, Matt 724 1054 Subtotals 0 Sub-161 0 563 Sub - To~ totals J t L. totals Totals w e 1083 __j L s 2094 0 0 1054 1011 761 ___., t ~ 922 1976 250 7 r 0 0 3300 A North p 1324 p i t r r 0 0 0 Palomar Airport Road 0 Subtotals 250 0 Total 250 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. E a s A p p r { I , CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 56 Intersection Location: I-5/Palomar Airport Road Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 , .. RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Northbound Ramps E/W Street : Palomar Airport Road Count Date: 07/11/06 Day : Tuesday \Veather : Sunny File: 2006 Int #56 Data Collected by : Albert, Joe Traffic Control : Signalized South Annroach (NB) North Annroach (SB) West Annroach (EB) Endofl5 min. prd. 6:15 AM 6:30AM 6:45AM. 7:00AM 7:15 AM 7:30AM 7:45AM * 8:00AM * 8:15 AM * 8.:30AM * 8:45 AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM * 5:15 PM * 5:30 PM * 5:45 PM * 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 10 21 21 19 27 27 50 44 61 50 56 45 61 205 26 26 24 27 24 30 18 26 23 40 19 24 40 107 U-Tm Thm Right Peds Left U-Tm 0 6 154 0 0 0 0 0 207 0 0 o. 0 0 223 0 0 0 0 0 296 0 0 0 0 I 248 0 0 0 0 0 304 0 0 0 0 0 334 0 0 0 0 0 396 0 0 0 0 0 315 0 0 0 0 0 349 0 0 0 0 0 345 0 0 0 0 0 327 0 0 0 0 6 396 0 0 0 0 0 1394 0 0 0 Intersection Traffic m Pk. Hr. 4134 Intersection Pdstms in Pk. Hr. 8 0 0 185 0 0 0 0 0 181 0 0 0 0 0 165 0 0 0 0 0 179 0 0 0 0 0 147 0 0 0 0 0 172 0 0 0 0 0 144 0 0 0 0 0 148 0 0 0 0 0 166 0 0 0 0 0 149 0 0 0 0 0 139 0 0 0 0 0 137 0 0 0 0 0 185 0 0 0 0 0 630 0 0 0 Intersection Traffic m Pk. Hr. -5012 Intersection Pdstrns in Pk. Hr. 11 Thru Ri•ht Peds Left U-Tm Thru Right Peds 0 0 0 7 0 99 0 0 0 0 0 8 0 139 0 0 0 0 0 10 0 207 0 3 0 0 0 7 0 219 0 1 0 0 0 13 0 184 0 2 0 0 0 24 I 237 0 0 0 0 0 20 0 312 0 1 0 0 0 30 0 372 0 2 0 0 0 15 0 366 0 0 0 0 0 17 1 305 0 3 0 0 0 18 0 278 0 0 0 0 0 15 I 317 0 1 0 0 0. 30 I 372 0 3 0 0 0 82 I 1355 0 6 Peak Hr. Factor 0.94 0 0 0 39 0 236 0 1 0 0 0 36 0 228 0 I 0 o. 0 32 0 249 0 0 0 ff . 0 41 0 228 0 0 0 0 0 55 0 273 0 I 0 0 0 52 0 254 0 3 0 0 0 80 0 260 0 2 0 0 0 47 0 283 0 I 0 0 0 54 0 288 0 I 0 0 0 56 0 263 0 0 0 0 0 56 0 228 0 0 0 0 0 34 0 225 0 0 0 0 0 80 0 288 0 3 0 0 0 233 0 1085 0 7 Peak Hr. Factor 0.98 East Annroach (WB) Left U-Tm Thru Right 0 0 156 69 0 0 173 65 0 0 132 73 0 0 149 82 0 0 149 95 0 0 182 114 0 0 161 120 0 0 141 113 0 0 159 -130 0 0 167 106 0 0 181 103 0 0 168 135 0 0 182 135 0 0 628 469 0 0 373 238 0 0 387 236 0 0 368 235 o· 0 404 221 0 0 394 267 0 0 461 246 0 0 445 288 0 0 504 267 0 0 503 243 0 0 455 183 0 0 366 198 0 0 384 177 0 ·O 504 288 0 0 1913 1044 Page I of3 15 min Total Peds Vehicles Peds 0 501 0 I 613 I 0 666 3 I 772 2 0 717 2 1 889 1 2 997 3 0 1096 2 0 1046 O· 0 995 3 0 981 0 0 1008 I 2 1096 3 2 4134 8 I 1097 2 I 1094 2 0 1073 0 2 1100 2 1 1160 2 2 1215 5 I 1245 3 I 1275 2 0 1277 1 0 1146 0 I 1006 I I 981 I 2 1277 5 4 5012 11 1-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 East A nnr (WB) Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity o· 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 205 0 Adjusted Hourly Volume 0 205 Utilization Factor 0.00 0.10 Critical Factors ICU Ratio = 0.72 Turning Movements at Intersection of: Time: 7:30 AM to 8:30 AM .Date: 07/11/06 Day : Tuesday Name : Albert, Joe Sub - To~ totals W· e 834 s 2272 1 2 3600 N N. 1394 1394 0.39 0.39 LOS= 83 North Annr (SB) West Annr (EB) 0 0 0 3 0 0 3 2 0 0 0 1800 6000 0 0 6000 3600 0 0 0 83 1355 0 0 628 469 0 0 0 83 1355 0 0 628 469 0.00 0.00 0.00 0.05 0.23 0.00 0.00 0.10 0.13 0.00 0.23 0.00 C I-5 Northbound Ramps and Palomar Airport Road . North Approach I-5 Northbound Ramps 551 Total 0 551 Subtotals 0 0 0 0 Sub - J ~ ~ totals _j L 469 1438 1355---->-t ,._ 628 1097 0 7 r 0 o· A North p 2749 ·P +i t r r 205 0 1394 Palomar Airport Road 0 Subtotals 0 1599 Total 1599 Totals 3846 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. ·E a s A p p r 1-5 Northbound Ramps at Palomar AirportRoad Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) 1 Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 2000 Are the North/South phases split (YIN)? A.re the East/West phases split (YIN)? Efficiency Lost Factor 0.10 .. Hourly Volume 107 0 Adjusted Hourly Volume 0 107 Utilization Factor 0.00 0.05 · Critical Factors ICU Ratio = 0.73 Turning Movements at Intersection of: Time : 4:45 PM to 5:45 PM Date: 07111/06 Day : Tuesday Name : Albert, Joe Sub - To~ totals w e 2020 s 3338 0 2 3600 N N 630 630 0.18 0.18 LOS= 233 North Annr (SB) West Annr !EB) . 0 0 0 3 0 0 3 2 0 0 0 1800 6000 0 0 6000 3600 0 0 0 233 1085 0 0 1913 1044 0 0 0 233 .1085 0 0 1913 1044 0.00 0.00 0.00 0.13 0.18 0.00 0.00 0.32 0.29 0.00 0.13 0.32 C 1-5 Northbound Ramps and Palomar Airport Road North Approach 1-5 Northbound Ramps 1277 Total 0 1277 Subtotals 0 0 0 0 Sub - J t ~ totals _t L 1044 1318 1085--+ t ~ 1913 2957 0 7 r 0 0 A North p 1715 p i t r r 107 0 630 Palomar Airport Road 0 Subtotals 0 737 Total 737 Totals 4672 South Approach Note : Left-tum volumes include U-tums. U-turns in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 57 Intersection Location: I-5/Poinsettia Lane Southbound Ramp ' Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transtortation Division \ RICK ENGINEERING TURNING MOVEMENTANALYSIS City : Carlsbad Intersection of: N/S Street: 1-5 Southbound Ramps E/W Street : Poinsettia Lane Count Date: 08/09/06 Day: Wednesday Weather : Sunily File: 2006 Int #57 Data Collected by : Nick, Scott Traffic Control : Signalized South Annroach (NB) North Annroach (SB) West Annroach (EB) End of 15 min. prd 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM 8:15 AM * 8:30AM * 8:45AM * 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00AM Peak 9:00AM Hour 3:45 PM 4:00 PM 4:15PM 4:30PM 4:45PM 5:00PM 5:15 PM * 5:30PM * 5:45 PM * 6:00PM * 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5:00PM Peak 6:00PM Hour Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Tm Thru Ri•"t Peds Left U-Tm 0 0 0 0 9 0 0 0 0 0 19 0 0 0 0 0 29 0 0 0 0 0 33 0 0 0 0 0 33 0 0 0 0 o· 51 0 0 0 0 0 52 0 0 0 0 0 74 0 0 0 0 0 36 0 0 0 0 0 62 0 0 0 0 0 47 0 0 0 0 0 58 0 0 0 0 0 74 0 0 0 0 0 203 0 -Intersection Traffic m Pk. Hr. -1970 Intersection Pdstms in Pk. Hr. 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 57 60 43 83 65 72 64 84 93 81 92 69. 93 322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2885 14 Thru 1 2 1 0 0 0 2 0 0 1 0 0 2 1 1 0 0 0 0 1 1 0 0 1 0 1 I 2 Right Peds Left U-Tm Thru Right Peds 12 0 0 0 28 21 I 22 0 0 0 •26 35 0 16 0 0 0 40 28 0 16 0 0 0 42 IO 4 32 0 0 0 55 21 4 46 0 0 0 77 20 0 51 0 0 0 70 34 3 40 0 0 0 106 24 0 33 0 0 0 75 22 3 53 0 0 0 111 20 0 58 0 0 0 114 19 2 50 0 0 0 125 30 0 58 0 0 0 125 35 4 194 0 0 0 425 91 5 Peak Hr. Factor 0.93 29 0 0 0 141 50 8 49 0 0 0 158 37 0 37 0 0 0 118 39 0 39 Q 0 0 156 35 2 43 0 0 0 170 29 0 48 0 0 0 166 47 0 42 0 0 0 ., 170 44 r 42 0 0 0 197 36 1 72 0 0 0 206 41 0 96 0 0 0 200 3.7 5 110 0 0 0 159 29 0 . 41 0 0 0 175 39 0 110 0 Q 0 206 50 8 252 0 0 0 773 158 7 Peak Hr. Factor 0.98 East A ...... roach fWR\ Left U-Tm Thru Riehl 68 0 52 I 74 0 55 0 65 0 103 0 60 0 74 0 75 0 120 0 122 0 136 0 133 0 126 0 137 0 127 0 112 0 121 0 126 0 155 0 125 0 148 0 124 0 145 0 137 0 155 1 487 0 569 0 119 0 177 0 94 1 102 0 109 0 112 0 93 0 154 0 119 0 149 0 134 0 133 0 232 0 179 0 203 0 143 0 184 0 137 0 136 0 164 0 113 0 138 0 128 0 168 0 232 1 179 0 755 0 623 0 Page I of3 15 min Total Peds Vehicles Peds 3 192 4 2 233 2 4 282 4 2 235 6 3 336 7 1 452 1 2 468 5 3 508 3 1 399 4 2 528 2 I 511 3 0 532 0 4 532 7 4 1970 9 1 574 9 2 501 2 4 458 4 2 560 4 1 575 1 1 601 1 3 732 4 2 705 3 1 733 1 1 715 6 6 641 6 3 621 3 6 733 9 7 2885 14 , j 1-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page2 of3 East A nnr /WB) Pk. Hr. Time Period : 8:00AM to 9:00AM South Appr (NB) Lane Config - urations Inside (left) 1 2 3 4 5 6· Outside 7 · Free-flow Lane Settings Capacity 0 0 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 · Critical Factors 0.00 ICU Ratio = 0.46 Turning Movements at Intersection of: Time: 8:00 AM to 9:00AM Date: 08/09/06 Day : Wednesday Name : Nick, Scott Sub- To~ totals w e 763 s 1279 0 t 516 A p p r 0 0 N N 0 0 0.00 LOS= 0 425 91 Subtotals Total North Annr (SB) West Annr (EB) 1 2 0 1 0 3600 0 1800 0 203 194 0 204 0 194 0 0.06 0.00 0.11 0.00 0.11 A 1-5 Southbound Ramps North Approach 398 398 0 194 1 203 J t l. _j --+ t 7 North i t r 0 0 0 0 579 0 579 1 1 2 4000 425 425 0.11 0.11 and 1 2 2 1800 3600 4000. 91 487 569 91 487 569 0.05 0.14 0.14 0.14 Poinsettia Laue. 1-5 Southbound Ramps Total 0 Subtotals Sub- totals L 0 +-569 1056 r 487 0 628 Poinsettia Lane 0 0 0 0 0.00 Totals .E a s 1684 A p p r South Approach Note: Left-tum volumes include U-tums. U-tums in bold. 1-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3'of3 Pk. Hr. Time Period : South Appr (NB) 5:00 PM to 6:00PM Lane Config- urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost·Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.68 Turning Movements at Intersection of: Time: 5:00 PM to 6:00 PM Date: 08/09/06 Day : Wednesday Name : Nick, Scott Sub- Totals totals w e 875 s 1806 0 t 931 A, p p r 0 0 N N 0 0 0.00 LOS= 0 773 158 Subtotals Total NorthA r SB .WestA r EB 2 0 0 2 I 2 2 0 3600 0 1800 0 4000 1800 3600 4000 0 322 2 252 0 773 158 755 623 0 324 0 252 0 931 158 755 623 0 0.09 0.00 0.14 0.00 0.23 0.09 0.21 0.16 0.00 0.14 0.23 0.21 B 1-5 Southbound Ramps and Poinsettia Lane North Approach 1-5 Southbound Ramps 576 Total 576 0 Subtotals 0 252 2 322 Sub- J + ~ totals Totals _j L 0 __.. i ~ 623 1378 7 r 755 0 2473 North 1095 i t r 0 0 0 Poinsettia Lane 0 915 0 915 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 58 Intersl)ction Location: I-5/Poinsettia Lane Northbound Ramp Contents: Turn Movement Count Summary (A.M .. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Northbound Ramps E/W Street : Poinsettia Lane Count Date : Day : Wednesday 08/09/06 Weather : Sunny South Annroach (NB) Endofl5 ., min. prd. Left· U-Trn Thru Ri!!ht Peds Left 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45 AM 8:00AM * 8:15 AM * 8:30AM * 8:45 AM • 9:00AM Max. 15 min. Pk Hr. Vol. 7:45 AM Peak 8:45AM Hour 3:45PM 4:00PM · 4:15PM 4:30PM 4:45PM 5:00PM * 5:15 PM * 5:30PM * 5:45PM * 6:00PM 6:15 PM 6:30PM Max. 15min. Pk Hr. Vol. 4:45PM Peak 5:45PM Hour IO 12 22 23 29 30 47 46 35 49 49 43 49 179 55 47 51 56 56 54 53 65 73 72 51 69 73 245 0 0 28 0 0 0 64 0 0 0 73 0 0 0 115 0 0 0 116 0 0 I 144 0 0 0 187 0 0 3 186 0 0 I 193 0 0 2 180 0 0 .0 179 0 0 0 163 0 0 3 193 0 0 6 738 0 Intersechon Traffic m Pk. Hr. futersection Pdstrns in Pk. Hr. 0 0 112 0 0 2 106 0 0 0 133 0 0 1 119 0 0 0 126 0 0 2 133 0 0 2 147 O· 0 4 148 0 0 1 169 0 0 2 166 0 0 0 155 0 0 2 150 0 0 4 169 0 0 9 597 0 Intersecllon Traffic m Pk Hr. Intersection Pdstrns in Pk Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o. 0 0 File: 2006 Int #58 Data Collected by_: Raul, Joe Traffic Control : Sigoalized North Annroach (SB) West A~~roach IEBl U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2765 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3261 25 Thru 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0. 0 0 0 0 Right Peds Left 0 0 19 0 0 19 0 0 18 0 0 26 0 0 36 0 0 31 0 0 26 0 0 38 0 .o 25 0 0 47 0 0 50 0 0 39 0 0 50 0 0 160 Peak Hr. Factor 0 0 44 0 0 59 0 0 30 0 0 50 0 0 51 0 0 42 0 0 38 0 0 33 0 0 57 0 0 22 0 0 28 0 0 24 0 0 59 0 0 170 Peale Hr. Factor U-Tm Thru Richt Peds 0 27 0 I 0 35 0 0 o. 44 0 2 0 76 0 4 0 58 0 3 0 95 0 3 0 103 0 9 0 149 0 0 0 101 0 5 0 123 0 I 0 131 0 4 0 133 0 2 0 149 0 9 0 504 0 IO 0.94 0 168 0 0 0 153 0 I 0 169 0 I 0 180 0 0 0 204 0 0 0 196 0 3 0 199 0 1 0 260 0 0 0 223 0 0 0 134 0 7 0 178 0 0 0 237 0 1 0 260 0 7 0 878 0 4 0.92 East Annroach (WB) Left U-Tm Thru Ri!!ht 0 0 122 52 0 0 137 48 0 0 178 55 0 0 175 76 0 0 215 73 0 0 187 61 0 0 202 110 0 0 201 114 0 0 185 100 0 0 196 . 74 0 0 213 95 0 0 190 77 0 0 215 114 0 0 795 383 0 0 181 71. 0 0 176 70 0 0 158 40 0 0 185 54 0 0 173 74 0 0 249 61 0 0 271 79 . 0 0 325 55 0 0 255 67 0 0 225 44 0 0 203 56 0 0 218 49 0 0 325 79 0 0 1100 262 Page I of3. 15 min Total Peds Vehicles Peds I 258 2 2 315 2 ·4 390 6 2 491 6. 4 527 7 2-549 5 4 675 13 8 737 8 6 640 11 7 671 8 0 717 4 6 645 8 8 737 13 21 2765 31 I 631 1 2 613 3 0 581 I 4 645 4 I 684 1 9 737 12 1 789 2 7 890 7 4 845 4 5 665 12 1 671 1 3 749 4· 9 890 12 21 3261 25 1-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr /WB) Pk. Hr. Time Period : 7:45 AM to South Appr (NB) 8:45 AM Lane Config - urations Inside (left) 2 3 4 5 6 Outside · 7 Free-flow Lane Settings O 1 Capacity O 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 179. 6 Adjusted Hourly Volume O 185 Utilization Factor 0.00 0.09 Critical Factors 2 3600 N N 738 738 0.21 0.21 ICU Ratio -0.61 LOS- Turning Movements at Intersection of: . -~ ''i'.:·' w e s A p p r Time: 7:45 AM to 8:45 AM · Date : 08/09/06 Day: Wednesday Name,: Raul, Joe Sub- Totals totals 1638 974 664 0 , Subtotals Total 160 504 0 West Annr !EB) 1 0 0 0 1 0 0 0 1800 0 0 0 160 0 0 0 160 0.00 0.00 0.00 0.09 0.00 0.09 B 1-5 Northbound Ramps North Approach 549 0 0 0 0 0 J + ~ _J ___.. t 7 North i t r 179 6 738 0 0 923 923 South Approach 2 .0 0 3 4000 0 0 6000 1800 504 0 0 795 383 504 0 0 795 383 0.13 0.00 0.00 0.13, 0.21 0.21 and Poinsettia Lane 1-5 Northbound Ramps 549 L 383 +---795 r 0 0 Total Subtotals Sub- totals 1178 1242 Poinsettia Lane Totals 2420 Note : Left-tum volumes include U-tums. U-tums in bcild. E a s A p p r 1-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WBl Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) Outside Free-flow 2 3 4 5 6 7 Lane Settings O 1 Capacity O 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 245 9 Adjusted Hourly Volume O 254 Utilization Factor 0.00 0.13 Critical Factors 2 3600 N N 597 638 0.18 0.18 ICU Ratio -0.54 .LOS- turning Movements at Intersection of: w e s A p p r Time : 4:45 PM to 5:45 PM Date : 08/09/06 Day : Wednesday Name : Raul, Joe Sub- t,c" To~ totals 2393 1345 1048 0 Subtotals Total 170 878 0 North Annr (SB) West Annr (EB) 1 0 0 0 I 0 0 0 1800 0 0 0 170 0 0 0 137 0.00 0.00 0.00 0.08 0.00 0.08 A 1-5 Northbound Ramps North Approach 441 0 0 0 0 0 J t ~ _j ______.. t 7 North i t r 245 9 597 0 0 851 851 South Approach 1 1 2 0 0 '.l 4000 0 0 6000 1800 878 0 0 1100 262 946 0 0 llOO 262 0.24 0.00 0.00 0.18 0.15 0.18 and Poinsettia Lane 1-5 Northbound Ramps 441 L 262 +-1100 r 0 0 Total Subtotals Sub- totals 1362 1475 Poinsettia Lane Totakc'.: 2837 Note : Left-tum volumes include U-tums. U-tums in bold. E a s A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 59 Intersection Location: 1-5/La Costa Avenue Southbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Southbound Ramps E/W Street : La Costa A venue Count Date: 07/27/06 Day : Thursday Weather : Sunny File : 2006 Int #59 Data Collected by : Mark, Matt Traffic Control : Signalized (,, South Annroach (NB) :North Aooroach (SB) West Annroach rJi'.B) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM ·7:15 AM 7:30AM 7:45AM 8:00AM 8:15 AM • 8:30AM • 8:45 AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00AM Peak 9:00AM Hour 3:45 PM * 4:00 PM * 4:15 PM * 4:30 PM * 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 3:30 PM Peak 4:30 PM Hour Left U-Tm Thro Ri•ht Peds Left U-Tm Thru Right Peds 0 0 0 0 0 34 0 I 8 0 0 0 0 0 0 62 0 I 29 0 0 0 0 0 0 64 0 0 39 0 0 0 0 0 0 87 0 0 25 0 0 0 0 0 0 97 0 I 68 0 0 0 0 0 0 99 0 0 78 0 0 0 0 0 0 164 0 I 56 0 0 0 0 0 0 148 0 2 90 0 0 0 0 0 0 146 0 0 90 0 0 0 0 0 0 181 0 3 68 0 0 0 0 0 0 171 0 I 106 0 0 0 0 0 0 160 0 0 82 I 0 0 0 0 0 181 0 3 106 1 0 0 0 0 0 658 0 4 346 I Intersection Traffic in Pk. Hr. = 2298 Peak Hr. Factor Intersection Pdstril.s in Pk. Hr: = I 0 0 0 0 0 126 0 0 45 0 0 0 0 0 0 132 0 0 54 0 0 0 0 0 0 131 0 3 64 0 0 0 0 0 0 97 0 5 55 0 0 0 0 0 0 129 0 5 31 0 0 0 0 0 0 126 ·o 4 49 0 0 0 0 0 0 116 0 0 40 0 0 0 0 0 0 103 0 15 46 0 0 0 0 0 0 IOI 0 0 46 0 0 0 0 0 0 128 0 . I 68 0 0 0 0 0 0 83 0 7 45 0 0 d 0 0 0 85 . 0 I 32 0 O· 0 0 0 0 , 132 0 15 68 ,O 0 0 0 0 0 486 0 8 218 0 Intersection Traffic in ~k. Hr. =: 2232 Peak Hr. Factor Intersection Pdstms in Pk. Hr. = 6 Left U-Tm Thru Right Peds 0 0 29 18 0 0 0 34 23 I 0 0 57 20 0 0 0 81 29 ·o 0 0 67 8 0 0 0 87 11 0 0 0 108 18 0 0 0 123 25 0 0 0 124 12 0 0 0 107 15 0 0 0 122 21 0 0 0 134 13 0 0 -0 134 29 1 0 0 487 61 0 --0.97 0 0 121 28 2 0 0 128 20 0 0 0 141 19 0 0 0 154 15 2 0 0 137 23 0 0 0 130 26 0 0 0 134 17 0 0 0 127 22 0 0 0 149 17 0 0 0 116 38 2 0 0 115 19 0 0 0 131 15 0 0 0 154 38 2 0 0 544 82 4 0.93 Page I of3 East Annroach (\VB) 15 min Total Left U-Tm Thro Riqht Peds IV chicles Peds 119 0 42 0 0 251 0 131 ·o 40 0 0 320 1 130 0 95 0 0 405 0 · 131 0 53 0 0 406 0 115 I 79 0 0 436 0 I 18 I 95 2 0 491 0 85 I 88 0 0 521 0 85 I 109 0 0 583 0 70 0 83 0 0 525 0 89 0 130 0 0 593 0 60 0 114 0 0 595 0 75 I 120 0 0 585 I 131 I 130 2 0 595 I 294 I 447 0 0 2298 I 127 0 117 0 0 564 2 113 0 96 0 I 543 I 123 0 122 0 0 603 0. 94 0 102 0 I 522 3 111 0 93 0 I 529 I 88 I 131 0 0 555 0 124 0 114 0 I 545 1 112 0 120 0 0 545 0 90 0 121 0 0 524 0 98 I 135 0 0 585 2 105 0 117 0 0 491 0 105 0 132 0 0 501 0 127 I 135 · 0 I 603 3 457 0 437 0 2 2232 6 I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr /WB) Pk. Hr. Time Period : 8:00 AM to 9:00AM South Appr (NB) Lane Config - urations Inside · (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 Are the. North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 0 0 N N 0 0 0.00 ICU Ratio = 0.51 LOS= 1 Turning Movements at Intersection of: w e ·S A p p r Time : 8:00 AM to 9:00 AM Date: 07/27/06 Day : Thursday Name : Mark, Matt Sub - iTo~ totals 1341 793 548 0 Subtotals Total 0 487 61 North A""r ISB) WestAnnr/EB) 2 0 0 3800 0 1800 0 · 658 4 346 0 662 0 346 0 0.17 0.00 0.19 0,00 0.19 A 1-5 Southbound Ramps North Approach 1008 1008· 0 346 4· 658 j t L. _j -->-t 7 -North +i t r 0 0 0 0 359 0 359 South Approach 2 0 2 2 0 4000 0 3600 4000 0 · 487 61 295 447 0 548 0 295 447 0 0.14 0.00 0.08 0.1 I 0.00 0.14 0,08 and La Costa Avenue 1-5 Southbound Ramps 0 L 0 +-447 r 295 I Total Subtotals Sub - totals 742 1146 La Costa Avenue Totals 1888 Note : Left-turn volumes include U-turns. U-turns in bold. E a s A p p r 1-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) 3:30 PM to 4:30PM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 1 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.52 0 0 N N 0 0 0.00 LOS=· North Annr /SB) West Annr /EB) 2 0 1 0 2 0 3800 0 1800 0 4000 0 ·486 8 218 0 544 82 494 0 218 0 .626 0 0.13 0.00 0.12 0.00 0.16 0.00 0.13 0.16 A Page 3 of3 East A nnr/WB) 2 2 0 3600 4000 0 457 437 0 457 437 0 0.13 0.11 0.00 0.13 , Turning Movements at Intersection of: I-5 Southbound Ramps and La Costa Avenue Time: 3:30 PM to 4:30 PM North Approach 1-5 Southbound Ramps Date: 07/27/06 Day : Thursday 712 Total Name :. Mark, -Matt 712 0 Subtotals 0 Sub -218 8 486 Sub - To~ totals'"',, J + ~ totals Totals w e 655 _j L s 1281 0 0 0 t 626 544 ___.. i ~ 437 894 82 7 r 457 0 1924 A North p 1030 p i t i r 0 0 0 La Costa Avenue 0 Subtotals 547 0 Total 547 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. 1; .. E a s A p p r CITY OF CARLSBAD · TRAFFIC MONITORING PROGRAM SUMMER 2006 INTERSECTION ANALYSIS SUMMARY Intersection Number: 60 Intersection Location: 1-5/La Costa Avenue Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) ~.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and 'Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division . -' \ RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Northbound Ramps E/W Street: La Costa Avenue Count Date: 07/27/06 Day : Thursday Weather: Sunny File : 2006 Int #60 · Data Collected by: Joe, John Traffic Control : Signalized South Annroach (NB) North Annroach (SB) West Annroach (EB) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45AM Hour 3:45PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00 PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left U-Tm Thro Right Peds Left' U-Tm Thro Right Peds 15 0 0 85 0 0 0 0 0 0 10 0 0 113 0 0 0 0 0 0 14 0 0 174 0 0 :. 0 0 0 0 9 0 0 160 0 0 ., 0 0 0 0 15 0 0 117 0 0 0 0 0 0 12 0 0 149 0 0 0 0 0 0 20 0 0 129 0 0 0 0 0 0 16 0 0 128 0 0 0 0 0 0 19 0 4 111 0 0 0 0 0 0 22 0 0 125 0 0 0 0 0 0 13 0 0 122 0 0 0 0 0 0 18 0 1 97 0 0 0 0 0 0 22 0 4 174 0 0 0 0 0 0 70 0 4 486 0 0 0 0 0 .0 Intersection Traffic in Pk. Hr. = 2787 Peak Hr. Factor Intersection Pdstrns in Pk. Hr. = O 0 0 0 16 0 0 0 0 0 0 30 0 0 139 0 0 0 0 0 0 36 0 0 117 0 0 0 0 0 0 27 0 3 137 0 0 ' 0 0 0 0 28 0 1 157 0 0 0 0 0 0 26 · 0 0 149 0 0 0 0 0 0 24 0 1 154 0 0 0 0 0 0 37 0 6 146 0 0 0 0 0 0 27 0 3 150 0 0 0 0 0 0 39 0 0 151 0 0 0 0 0 0 28 0 1 140 0 0 0 0 0 0 42 0 5 167 0 0 0 0 0 0 42 0 6 167 0 0 0 ·O 0 0 114 0 10 599 0 0 0 0 0 0 Intersection Traffic in Pk. Hr. = 2922 Peak Hr. Factor Intersection Pdstrns in Pk. Hr. = 2 Left U-Tm Thro Ri•ht Peds 14 0 39 0 1 10 0 75 0 0 25 -0 95 0 0 35 1 116 0 0 30 0 145 0 0 40 0 136 0 0 34 0 199 0 0 48 0 238 0 0 41 0 207 0 0 52 0 216 0 0 41 0 250 0 0 48 0 272 0 0 52 1 272 0 1 182 0 911 0 0 ---0.95 18 0 76 0 0 49 0 200 0 0 51 0 203 0 0 48 0 214 0 1 54 0 180 0 1 52 1 . 209 0 0 36 0 218 0 0 32 0 209 0 0 42 3 198 0 0 35 0 232 0 0 38 0 224 0 0 42 0 154 0 0 54 3 232 0 I 162 4 834 0 0 . --0.98 Page 1 of3 East Annroach (WB) 15 min Total Left U-Tm Thro Right Peds Vehicles Peds 0 0 152 46 0 351 1 0 0 142 53 0 403 0 0 0 208 74 0 590 0 0 0 166 71 1 558 1 0 0 191 96 0 594 0 0 0 194 104 1 635 1 0 0 150 113 0 645 0 0 0 179 125 0 734 0 0 0 148 109 0 639 0 0 0 201 96 0 712 0 0 0 166 110 0 702 0 0 0 174 108 0 718 0 -0 0 208 125 1 734 1 0 0 694 440-0 2787 0 0 0 23 24 0 157 0 0 0 206 119 0 743 0 0 0 172 105 I 684 1 0 0 213 79 0 721 1 0 0 178 100 1 698 2 0 0 183 111 1 731 1 0 0 192 97 0 722 0 0 0 196 96 1 722 1 0 0 222 102 o_ 747 0 0 0 171 78 . 0 706 0 0 0 196 73 0 700 0 0 0 190 86 0 686 0 o. 0 222 119 1 747 2 0 0 793 406 2 2922 2 r \ ( 1-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr !WB\ Pk. Hr. Time Period : j South Appr (NB) 7:45 AM to 8:45AM Lane Config - urations · Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 0 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 70 Adjusted Hourly Volume 0 71 Utilization Factor 0.00 0.04 Critical Factors ICU Ratio = 0.58 ; Turning Movements at Intersection of: Time : 7:45 AM to 8:45 AM Date : 07 /27 /06 Day : Thursday Name : Joe, John 1 2 3600 N N 486 486 0.14 0.14 LOS= North Annr /SB) 0 0 0 1 0 0 0 1800 0 0 0 182 0 0 0 182 0.00 0.00 0.00 0.10 0.00 0.10 A 1-5 Northbound Ramps North Approach 623 0 0 0 0 0 Sub - To~ totals ~: ' J + ~ w e s t . A p p r 1857 764 1093 0 Subtotals Total 182 911 0 _j _.. t 7 North i t r 70 486 0 0 557 557 South Approach 1 2 4000 911 911 0.23 and 0 0 0 0 0 0 0 0 0.00 0.00 1 1 1 3 6000 694 694 0.12 La Costa Avenue I 1800 440 440 0.24 0.24 1-5 Northbound Ramps 623 L 440 +-694 .-0 0 Total Subtotals Sub - totals 1134 1397 La· Costa Avenue Totals . 2531 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r - 1-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - urations Inside (left) 1 2 3 4 5 6 . Outside .7 Free-flow Lane Settings 0 1 Capacity 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 114 10 Adjusted Hourly Volume 0 124 Utilization Factor 0.00 0.06 -Critical Factors ICU Ratio = 0.59 Turning Movements at Intersection of : Time : 4:45 PM . to 5:45 PM Date: 07/27/06 Day : Thursday Name : Joe, John Sub - To~ totals w e 911 s 1911 4 1000 A p p r 1 2 3600 N N . 599 599 0.17 0.17 LOS= 166 834 0 Subtotals Total North Annr (SB) West Annr ffiB) 1 1 0 0 0 2 0 0 3 1 0 0 0 1800 4000 0 0 6000 1800 0 a 0 · 166 834 0 0 793 406 0 0 0 166 834 0 0 793 406 0.00 0.00 0.00 0.09 0.21 0.00 0.00 0.13 0.23 0.00 0.09 0.23 A 1-5 Northbound Ramps and La Costa Avenue North Approach 1-5 Northbound Ramps 578 Total 0 578 Subtotals 0 0 0 0 Sub- J t ~ totals Totals _____t L 406 -+ t +--793 1199 7 r 0 0 2632 North 1433 i t r 114 10 599 La Costa Avenue 0 0 723 723 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r ' / . --~ ;,,-- ; \ APPENDIXB MID-BLOCK LINK SUMMARY· / MID-BLOCK LINK VOLUME CO.UNTS This chapter presents the link count information for the thirty-one (31) mid-block link locations identified in the City of Carlsbad Growth Management Plan Traffic Monitoring Program. Rick Engineering Company collected this data during July and August of 2006 and detailed summaries are shown on the followin.g pages. The infonnation includes 15-minute summaries; 24-hour summaries, and a bar chart for each day. Figure B-1 displays the Average Daily Traffic (ADT) voiume levels for the thirty-one (31) mid-block link count locations. Table B-1 documents the date on which each mid-block link count was performed. Table B-2 summarizes the maximum one direction volume during the AM and PM peak period, volume-to-capacity ratio, and levels of service for each mid-block link count location. This mid-block link capacity analysis was based on guidelines developed by the City of Carlsbad. ( '1 _J Mcnid11 l:i Posl11 2006 TRAFFIC MONITORING PROGRAM AVERAGE DAILY TRAFFIC VOLUMES Legend: ■ Mid-Block Count Location xx,xxx Mid-Block Average Daily Traffic (ADT) N ~♦-E s NOTTOSCAi.E figure 8-1 RICK ENGINEERING COMPANY '" 12/8/06 \ Table B-1 I . I MID-BLOCK LINK COUNT DATA SUMMARY 2006 TRAFFIC MONITORING PROGRAM Location Segment Segment Location Number Count Day (s) Count Date (s) Palomar Airport Road Paseo Del Norte and Armada Drive Tues, Wed. 7118, 7119 2 Palomar Airport Road Yarrow Drive and El Camino Real Wed, Thurs 7/26, 7/27 3 Palomar Airport Ro.ad El Camino Real and El Fuerte Street Wed, Thurs 7/26, 7/27 4 Palomar Airport Road Melrose Drive and Paseo Valindo Tues, Wed 7/11,7/12 5 El Camino Real Plaza Drive and Marron Road Tues, Wed 8/8, 8/9 6 El Camino Real Tamarack A venue and Kelly Drive Wed, Thurs 7/26, 7/27 7 El Camino Real Faraday A vellue and Palomar Airport Road Wed, Thurs 7/26, 7/27 8 El Camino Real Camino Vida Roble and Cassia Road Tues, Wed 7/11, 7/12 9 El Camino Real Arena! Road and Costa .Del Mar Road Tues, Wed 7/18, 7/19 IO El Camino Real La Costa Avenue and Levante Street Tues, Wed · 7/18, 7/19 11 EI Camino Real Levante Street and Calle Barcelona Tues, Wed 7118, 7/19 12 Melrose Drive Palomar Airport Road and Rancho Bravado Tues, Wed 7/1 I, 7/12 13 Melrose Drive Alga Road and Corintia Street Wed, Thurs 7119, 7/20 14 Carlsbad Boulevard Mountain View Drive and State Steet Tues, Wed 8/1, 812 15 Carlsbad Boulevard Cannon Road and Cerezo Drive Tues, Wed 8/8, 8/9 16 Carlsbad Boulevard Poinsettia Lane and Island Way Tues, Wed 8/8, 8/9 17 Carlsbad Boulevard A venida Encinas and La Costa A ve~ue Tues, Wed 8/8, 819 18 La Costa A venue Saxony" Road and Piraeus Street Wed, Thurs 7/26, 7/27 19 La Costa A venue Cadencia Street and Romeria Street Tues, Wed 7118, 7/19 20 Rancho Santa Fe Road La Costa Meadows Drive and San Elijo Road Wed, Thurs 7/26, 7/27 21' Rancho Santa Fe Road San Elijo Road and Camino Junipero Tues, Wed 7/18, 7/19 22 Rancho Santa Fe Road Olivenhain Road and Calle Acervo/Avenida La Pasta Wed, Thurs 7119, 7/20 23 Carlsbad Village Drive Victoria A venue and Pontiac Drive Wed, Thurs 7/26, 7/27 24 Poinsettia Lane Paseo Del Norte and Batiquitos Drive Tues, Wed 8/8, 8/9 25 Tamarack A venue El Camino Real and La Portalada Drive Wed, Thurs 7/26, 7/27 26 Pasco Del Norte Camino Del Parque (north) and Palomar Airport Road Wed, Thurs 7/26, 7/27 27 Paseo Del Norte Palomar Airport Road and Car Country Drive Tues, Wed 7/11, 7/12 28 Canllon Road Paseo Del Norte and Car Country Drive Tues, Thurs .8/1,8/3 29 Cannon Road El Camino Real and College Boulevard Tues, Wed 8/14, 8/15 30 College Boulevard Tamarack Avenue (N) and N. City Limits1 Wed, Thurs 7/26, 7/27 31 College Boulevard Palomar Airport Road and Aston Avenue Tues, Wed 7/11, 7/12 TableB-2 MID-BLOCK LINK LEVELS OF SERVICE 2006 TRAFFIC MONITORING PROGRAM Location #of Link Link #of hrs Segment Segment Location Lanes1 Volume Direction V/C LOS' Volume Diredion V/C LOs' worse than Number LOSC Palomar Airport Road Paseo Del Norte and 3 3,061 WB 0.57 A 2,459 EB 0.46 A 0 Armada Drive 2 Palomar Airport Road_ Yarrow Drive and 3 1,510 WB 0.28 A 1,622 EB 0.30 A 0 El Camino·Real 3 Palomar Airport Road El Camino Real and 3 2,702 WB 0.50 A 2,683 EB 0.50 A 0 · Et Fuerte Street 4 Palomar Airport Road Melrose Drive and 3 2,810 WB 0.52 A 2,576 EB 0.48 A 0 Paseo Valindo 5 El Camino Real Plaza Drive and 3 1,291 NB 0.24 A 1,558 SB 0.29 A 0 Marron Road 6 El Camino Real Tamarack Avenue and 2 l·,772 NB 0.49 A 1,499 SB 0.42 A 0 Kelly Drive I 7 El Camino Real Faraday A venue and 3 1,646 NB 0.30 A 1,728 SB 0.32 A 0 Palomar Airport Road 8 El Camino Real Camino Vida Roble and 2/3 1,356 NB 0.38 A 1,741 SB 0.32 A 0 Cassia Road 9 El Camino Real Arena! Road and 312 1,980 NB 0.37 A 2,101 SB 0.58 A 0 Costa Del Mar Road 10 El Camino Real La Costa A venue and 3 1,564 NB 0,29 A 1,604 SB 0.30· A 0 Levante Street Notes: 1. Number of lanes is for the direction(s) indicated. 2. Tue segment LOS was based upon the maximum, one-direction, one•bour volume in the peak period as a function of the one•direction, maximum lane volume of 1,800 vehicle per hour. ~ Table B-2 (Continued) MID-BLOCK LINK LEVELS OF SERVICE 2006 TRAFFIC MONITORING PROGRAM Location #of Link Link # ofhJ'S Number Segment Segment Location Lanes1 Volume Direction VIC LOS2 Volume Direction VIC ws' worse than wsc ------ II El Camino Real Levante Street and 3 1,616 NB· Calle Barcelona 0.30 A 1,623 SB 0.30 A 0 12 Melrose Drive Palomar Airport Road and 3 663 NB 0.12 A 666 SB 0.12 A 0 Rancho Bravado 13 Melrose Drive Alga Road and 3 724 NB 0.13 A 1,039 SB 0.19 A 0 Corimia Street 14 Carlsbad Boulevard State Street and 805 NB 0.45 A 615 SB 0.34 A 0 Mountain View Drive 15 Carlsbad Boulevard Cannon Road and 1,055 NB 0.59 A 845 SB 0.47 A 0 Cerezo Drive 16 Carlsbad Boulevard Island Way and 2 948, NB 0.26 A 835 SB 0.23 A 0 Poinsettia Lane 17 Carlsbad Boulevard Avenida Encinas and 2 964 NB 0.27 A l,IOO SB 031 A 0 La Costa Avenue 18 La Costa Avenue Piraeus Street and 2 1,149 WB 0.32 A 1,344 EB 0.37 A 0 Saxony Road 19 La Costa.Avenue Romeria S~treet and 211 476 WB 0.13 A 645 EB 0.36 A 0 Cadencia Street 20 Rancho Santa Fe Road La Costa Meadows Drive and 3 1,280 NB 0.24 A 1,457 SB 0.27 A 0 San Elijo Road 21 Rancho Santa Fe Road San Elijo Road and 3 1,679 NB 0.31 A 1,932 SB 0.36 A 0 Camino Junipero Notes: I. Number of lanes is for the direction(s) indicated. 2. The segment LOS was based upon the maximum, one-direction, one-hour volume in the peak period as a function Of the one-direction, maximum lane volume of 1,800 vehicle per hour. Location Number 22. 23 24 25 26 27 28 29 30 31 Notes: Table B-2 (Continued) MID-BLOCK LINK LEVELS OF SERVICE 2006 TRAFFIC MONITORING PROGRAM #of Segment Segment L-Ocation Lanes1 · Link Volume Direction VIC LOs' Rancho Santa Fe Road Olivenhain Road and 2 773 NB 0.21· A Avenida La Posta/Ca\le Acervo Carlsbad Village Drive Pontiac Drive and 253 WB 0.14 A ~ Victoria Avenue Poinsettia Lane Paseo Del Norte and 2 1,159 WB 0.32 A Batiquitos Drive Tamarack Avenue El Camino Real and 2 498 WB 0.14 A La Portalada Drive Paseo Del Norte Camino Del Parque (North) and 2 ·414 NB 0.12 A Palomar Airport Road Paseo Del Norte Palomar Airport Road and 2 552 NB 0.15 A Car Country Drive Cannon Road Paseo Del Norte and 2 1,439 WB 0.40 A Car Country Drive Cannon Road El Camino Real and 1,436 WB 0.80 C College Boulevard College Boulevard Tamarack Avenue (North) and 2 1,780 NB 0.49 A North City Limits College Boulevard Aston Avenue and 2 1,122 NB 0.31 'A Palomar Airport Road L Number oflanes is for the direction(s) indicated.· 2. The segment LOS was based upon the maximum, one-direction, one-hour volume in the peak period as a function of the one-direction, maximum lane volume of 1,800 vehicle per hour. Link # of hrs Volume Diredion VIC LOs' worse than LOSC ------ 761 SB 0.21 A 0 339 EB 0.19 A 0 1,174 EB 0.33 A 0 440 EB 0.12 A 0 486 SB 0.14 A 0 506 SB 0.14 A 0 1,346 EB 0.37 A 0 1,545 EB 0.86 D 1.75 l,435 SB 0.40 A 0 1,059 SB 0.29 A 0 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 1 Palomar Airport Road Between Paseo del Norte and Armada Drive Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ... ;.· .............. Palomar Airport Rd: P.D.N. to Armada Dr Location Code ............ 1 County ...................... San Diego, Recorder Set ............. 7/17/06 00:00· Recording Start ......... 7 /18/06 · 00.: 00 Recording End ............ 7 /20/06 00: 00 Sample Time ............... 1.5 Minutes Operator Number ......... 8700 Machine Number .......... 20300 Channel ..................... A Divide By ................. ; 2 Summation ................. ·. No Two-Way ..................... No Tuesday 07 /18/06 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 113 71 48 49 147 376 847 1059 1098 1258 1550 2091 2502 1904 2283 2266 2559 3036 1816 1201 911 479 300 178 28142 41 20 14 8 30 59 200 240 241 294 309 447 647 516 523 546 622 734 572 375 246 146 88 68 19 17 10 11 28 83 194 282 305 318 401 505 643 496 497 564 615 835 481 325 230 125 73 45 . 28 14 11 12 44 106 195 271 233 322 440 546 612 453 601 590 645 815 396 256 244 114 72 41 25 20 13 18 45 128 258 266 319 324 400 593 600 439 662 566 677 652 367 245 191 94 67 24 AM Peak Hour ............................... 11:30 to 12:30 2429 vehicles) AM Peak Hour Factor ..................... 93. 9% PM Peak Hour .... , .......................... 16: 45 to 17:45 3061 vehicles) PM Peak Hour Factor ..................... 91. 6% ·Wednesday 07/19/06 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300'2400 Totals 114 73 51 56 123 397 793 997 1113 1254 1422 2014 2246 1881 1932 2004 2318 2596 1831 1209 831 551 320 202 26328 31 15 14 6 21 65 187 271 223 268 286 449 568 497 507 463 566 701 513 359 226 145 78 70 17 18 13 14 26 83 183 213 307 368 336 430 511 474 432 494 504 711 461 325 214 158 88 51 35 24 13 14 39 105 168 226 263 309 391 536 661 461 448 550 584 642 477 266 215 129 93 45 31 16 11 22 37 144 255 287 320 309 409 599 506 449 545 497 664 542 380 259 176 119 61 · 36 AM Peak Hour ............................... 11: 30 to 12:30 2214 vehicles) AM Peak Hour Factor· ..................... 92. 4% PM Peak Hour ............................... 16: 45 to 17:45 2718 vehicles) PM Peak Hour Factor ..................... 95.6% Volume Count Report Location .... · ............... Palomar Airport Rd: P. D. N. to Armada Dr Location Code ...••....... 1 ' . County .......... ; ........... San Diego Recorder Set ............. 7/17/06 00:00 Recording Start ......... 7 /18/06 00: 00 Recording End ......•..... 7 /20/06 00: 00 Sample Time ............... 15 Minutes . Operator Number' ......... 8700 Machine Number .......... 20300 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/18/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 113 76 49 76 188 695 1291 2120 2299 1703 1672 1780 2050 1963 1648 1485 1432 1519 1253 1014 804 552 370 253 26405 27 25 10 8 20 73 219 398 617 400 437 388 462 483 411 370 340 389 349 268 230 163 117 77 25 13 9 15 29 124 264 474 579 419 444 445 480 493 434 373 329 386 316 265 215 126 80 72 35 25 14 17 64 209 346 542 557 437 385 469 549 496 411 379 403 384 315 266 193 135 95 56 26 13 16 36 75 289 462 706 546 447 406 478 559 491 392 363 360 360 273 215 166 128 78 48 AM Peak Hour .......... : .................... 07: 45 to 08:45 2459 vehicles) AM Peak Hour Factor ..................... 87 .1% PM Peak Hour ....•.......................... 12: 30 to 13:30 2084 vehicles) PM Peak Hour Factor ..................... 93. 2% Wednesday, 07/19/06 Channel: A Direction: E - 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200-2300 2400'Totals 149 77 52 72 199 685 1219 2167 2135 1776 1529 1590 1982 1912 1574 1368 1414 1422 1363 1077 867 609 401 241 25880 48 19. 16 13 19 77 219 406 558 453 367 379 460 483 402 355 372 364 352 307 228 179 119 69 32 23 10 13 29 105 279 499 574 397 399 368 459 493 401 353 354 371 368 241 234 155 108 64 35 16 12 11 74 217 306 570 507 454 366 414 529 490 364 325 347 337 336 263 196 130 84 60 34 19 14 35 77 286 415 692 496 472 397 429 534 446 407 335' 341 350 307 .266 209 145 90 48 AM Peak Hour ........... ; ................... 07; 30 to 08:30 2394 vehicles) AM Peak Hour Fact·or .......... ; .......... 86. 5% PM Peak Hour ............•.................. 12: 30 to 13:30 2039 vehicles) PM Peak Hour Factor ..................... 95. 5% Weekly Summary Report Location ......................... Palomar Airport Rd: P.D.N. to Armada Dr Location Code .................. 1 County ............................ San Diego Recorder Set ................... 7 /17 /06 00: 00 Recording Start ............... 7/18/06 00:00 Recording End .................. 7 /20/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8700 Machine Nuber .................. 20300 Channel. .......................... A Recorder Mode .................. Volume Week of Jul.y 16, 2006 Channel.: .A Direction: W End 16 17 18 19 20· 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 113 114 114 114 02: oo· 71 73 72 72 03:00 48 51 50 50 0,4: 00 49 56 53 53 05:00 147 123 135_ 135 06:00 376 397 387 387 07:00 847 793 820 820 08:00 1059 997 1028 1028 09:00 1098 1113 1106 1106 10:00 1258 1254 1256 1256 11:00 1550 1422 1486 1486 12:00 2091 2014 . 2053 2053 13:00 2502 2246 2374 2374 14:00 1904 1881 1893 1893 15:00 2283 1932 2108 2108 16:00 2266 2004 2135 2135 17:00 2559 2318 2439 2439 18,: 00 3036 2596 2816 2816 19:00 1816 1831 1824 1824 .20: 00 1201 1209 1205 1205 21:00 911 831 871 871 22:00 479 551 515 515 23:00 300 320 310 310 24:00 178 202 190 190 Totals 28142 26328 27235 27235 % Avg Wkday 103.3 96.7 % Avg Day 103.3 96. 7 . AM Peak Hour 12:00 12:00 AM Count 2091 2014 PM Peak Hour 18:00 18:00 PM Count 3036 2596 Weekly Summary Report Location ......................... Palomar Airport Rd: P.D.N. to Armada Dr Location Code ............ , ..... 1 County ............................ San Diego Recorder Set ................... 7 /17 /0°6 00: 00 Recording Start ............... 7 /18/06 00: 00 Recording End .................. 7 /20/06 00: 00 Sample Time ...................... 15 Minutes Operator Number ............... 8700 Machine Nuber .................. 20300 Channel ........................... A Recorder Mode .................. Volume Week of July 16 I 2006 Channel: A Direction: E End 16 17 18 19 20 21 22 Wkday. Daily Time Sun Mon .Tue Wed Thu Fri Sat Avg. Avg. 01:00 113 149 131 131 02:00 76 77 77 77 03:00 49 52 51 51 04:00 76 72 74 74 05:00 188 199 194 194 06:00 695 685 690 690 07:00 1291 1219 1255 1255 08:00 2120 2167 2144 2144 09:00 2299 2135 2217 2217 10:00 1703 1776 1740 1740 11:00 1672 1529 1601 1601 12:00 1780 1590 1685 1685 13:00 2050 1982 2016 2016 14:00 1963 1912 1938 1938 15:00 1648 1574 16.11 1611 16:00 1485 1368 1427 1427 17:00 1432 1414 1423 1423 18:00 1519 1422 1471 1471 19:00 1253 1363 1308 1308 20:00 1014 1077 1046 1046 21:00 804 867 836 836 22:00 552 609 581 581 23:00 370 401 386 386 24:00 253 241 247 247 Totals 26405 25880 26143 26143 % Avg Wkday 101. 0 99.0 % Avg Day 101. 0 99.0 AM Peak Hour 09:00 08:00 AM Count 2299 2167 ' PM Peak Hour 13:00 13:00 PM Count 2050 1982 ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Palomar Airport Road ~ W' Between Paseo Del Norte and Armada Drive 18 End Time iue 01:00 226 02:00 147 5500 03:00 97 5250 04:00 125 5000 05:00 335 4750 4500 06:00 1071 4250 07:00 2138 4000 08:00 3179 3750 09:00 3397 U) 3500 m 10:00 2961 u 3250 :c aooo m 11:00 3222 > 2750 -12:00 3871 0 2500 .. 13:00 4552 2250 14:00 3867 2000 15:00 3931 1750 1500 16:00 3751 1250 . 17:00 3991 1000 . 18:00 4555 750 19:00 3069- 20:00 2215 500 250 0 "' N N ■ 21:00 1715 22:00 1031 23:00 670 24:00 431 I Total I 54547 I Tuesday, July 18, 2006 Palomar Airport Road Between Paseo Del Norte and Armada Drive ,.__ ... ,.__ -a, -- "' "' "' "' = J.,_ a a ~ ro "' ;;; ;:: 0 - N "' "' ... ;:: ro "' ,.__ a, N a, "' ,.__ "' N ;;; ;;; N "' a, N Time ,.__ ;;; '" "' a, "' a, ro "' "' "' ,.__ "' . g .;; "' "' "' ... a a ~ a, "' 0 "' a a ~ . "' ;;; N "' ;:: ;;; 0 -0 ,.__ "' ;;; I ... I * -Volumes represent combined totals of both directions. I ENGINEERING COMPANY Transportation Division . 24-Hour Volume Plot Palomar Airport Road • . . . Between Paseo Del Norte and Armada Drive 19 End Time Wed 01:00 263 02:00 150 03:00 103 04:00 128 05:00 322 06:00 1082 07:00 2012 08:00 3164 09:00 3248 10:00 3030 11:00 2951 12:00 3604 13:00 4228 14:00 3793 15:00 3506 16:00 3372 17:00 3732 18:00 4018 19:00 3194 20:00 2286 21:00 1698 22:00 1160 23:00 721 24:00 443 Total I 522os 1 <II " u :c " > 0 .. 5500 5250 5000 4750 4500 4250 4000 3750 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 . . "' <D N ■ . Wednesday, July 19, 2006 Palomar Airport Road Between Paseo Del Norte and Armada Drive "' N N ... .. 0 <D "' "' .. .. <D N 0 ;;; "' "' ;;; 0 "' a, N N ;; N N "' 0 - N N 0 "' "' "' "' 0 N I ----- Time "' a, t-"' <D 0 "' "' N t- "' "' 0 0 ~ "' ;; N "' ... t-"' .. a, ;;; <D "' N N "' a, <D - .... 0 <D ;: 0 0 ~ " t-"' .. ... I "' -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK LINK COUNT SUMMARY Number: Location: Contents: 2 Palomar Airport Road Between Yarrow Drive and El Camino Real Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report -3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location .................. ·. Palomar Airport Rd: Yarrow· Dr to El Camino Real Location Code ............ 2 County ...................... San Diego Recorder Set ............. 7/25/06 00:00 Recording Start ......... 7/26/06 oo:·oo Recording End ............ 7 /28/06 00: 00 Sample Tfme ............... 15 Minutes Operator Number ......... 8702 Machine Number .......... 20302 Channe.l ..................... A Divide By ......... · ......... 2 Summation .................. No Two-Way ........•............. No Wednesday 07/26/06 .Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 63 32 50 55 177 557 1232 1442 1437 1055 982 1071 1139 1046 1018 1004 1026 1034 733 470 '325 241 179 121 16489 21 12 16 8 33 85 232 349 403 281 236 246 321 252 252 239 279 285 192 142 96 67 56 43 14 10 12 14 35 106 283 353 339 251 241 241 252 279 258 241 216 271 195 116 91 71 45 28 14 8 9 . 12 53 128 317 366 341 227 236 294 283 238 265 238 259 227 193 101 59 53 39 27 14 2 13 21 56 238 400 374 354 296 269 290 283 277 243 286 272 251 153 111 79 50 39 23 ·AM Peak Hour ............................... 07: 15 tb 08:15 1496 vehicles) AM Peak Hour Factor ...................•. 92. 8% PM Peak Hour ................ : .............. 11: 45 to 12:45 1146 vehicles) PM Peak Hour Factor ............. ; ....... 89.3% Thursday 07/27/06 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0100 0800' 0900 1 ooo 11 oo 1200 1300 1400 1500 1600 1100 1800 1900 2000 2100 2200 2300 2400 Totals 71 33 27 68 176 591 1198 1441 1415 1149 1125 1132 1075 1102 1066 1082 986 1000 762 524 353 273 171 129 16949 21 13 7 14 31 81 245 340 409 289 310 291 272 304 278 281 261 257 220 145 96 77 51 49 20 7 6 18 36 125 289 352 327 269 283 283 273 279 212 260 218 271 201 142 92 72 41 31 9 8 8 14 35 133 304 375 338 307 270 285 279 295 308 251 244 250 197 120 85 62 34 28 21 ,5 6 22· 74 252 360 374 341 284 262 273 251 224 268 290 263 222 144 117 80 62 45 21 AM Peak Hour ............................... 07: 15 to 08:15 1510 vehicles) AM Peak Hour Factor ..................... 92.3% PM Peak Hour ............................... 12:45 to 13:45 ( 1129 vehicles) PM Peak Hour Factor ..................... 92. 8% l. Volume Count Report Location ................... Palomar Airport Rd: Yarrow Dr to El Camino Real Location Code ............ 2. County ...................... San Diegq Recorder Set ............. 7 /25/06 00: 00 Recording Start ......... 7/26/06 00:00 Recording End ............ 7 /28/06 00: 00 Sample Time .... : .......... 15 Minutes Operator Number ......... 8702 Machine Number .... ; ..... 20302 Channel ..................... A Divide By .................. 2 Summation ................. ; No Two-Way .•................... No Wednesday 07/26/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 105 48 47 40 80 339 574 775 856 748 776 890 971 1026 1082 1282 1480 1507 983 748 6_47 509 305 178 15996 46 10 11 7 12 53 95 154 223 197 171 212 275 262 251 287 398 470 265 219 153 133 95 63 22 8 11 13 16 60 137 208 228 172 194 211 230 274 255 320 343, 391 260 200 163 118 82 58 24 15 13 11 29 97 158 212 214 167 207 199 233 239 336 328 420 316 225 153 160 144 67 25 13 15 12 9 23 129 184 201 191 212 204 268 233 251 240 347 319 330 233 176 171 114 61 32 .AM Peak Hour .................... ; .......... 11: 30 to 12:30 972 vehicles) AM Peak Hour Factor .........•........... 88. 4% PM Peak Hour ..... ; ......................... 16: 30 to 17:30 1600 vehicles) PM Peak Hour Factor ....•................ 85.1% Thursday · 07 /27 /06 Channel: A Direction: E . 0100 0200 0300 0400 0500 0600·0700 0800 0900·1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 123 60 47 44 72 328 592 811 866 745 861 967 1046 1072 1112 1236 1490 1525 1022 733 728 455 329 222 '16486 46 30 18 10 10 37 115 165 245 193 215 207 243 278 262 319 381 448 281 193 187 142 106 76 22 10 12 15 10 63 · 119 183 206 188 219 256 276 269 278 285 323 388 264 188 181 127 89 60 38 12 9 8 22 89 181 228 214 179 191 244 236 280 303 342 406 358 231 184 201 98 64 45 17 8 8 11 30 139 177 235 201 185 236 260 291 245 269 290 380 331 246 168 159 88 70 41 AM Peak Hour .. , ............................ 11: 30 to 12:30 1023 vehicles) AM Peak Hour Factor .•................... 92. 7% PM Peak Hour ............................... 16: 30 to 17:30 1622 vehicles) PM Peak Hour Factor ..................... 90. 5% Weekly Summary Report Location ......................... Palomar Airport Rd: Yarrow Dr to El Camino Real Location Code .................. 2 County ............................ Sa-n Diego Recorder Set ................... 7 /25/06 00: oo• Recording Start ............... 7/26/06 00:00 Recording End ................... 7/28/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8702 Machine Nuber .................. 20302 Channel. .......................... A Recorder Mode .................. Volume Week of July 23, 2006 Channel: A Direction: W End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 63 71 67 67 02:00 32 33 33 33 03:00 50 27 39 39 04:00 55 68 62 62 05:00 177 176 177 177 06:00 557 591 574 574 07:00 1232 1198 1215 1215 08:00 1442 1441 1442 1442 09:00 1437 1415 142 6 1426 10:00 1055 1149 1102 1102 11:00 982 1125 1054 1054 12:00 1071 1132 1102 1102 13:00 1139 1075 1107 1107 . 14: 00 1046 1102 1074 1074 15:00 1018 1066 1042 1042 16 :'00 1004 ·1082 1043 1043 17:00 1026 986 1006 1006 18:00 1034 1000 1017 1017 19:00 733 762 748 748 20:00 470 524 497 497 21_: 00 325 353 339 339 22:00 241 273 257 257 23:00 179 171 175 175 2·4: 00 121 129 125 125 Totals 16489 16949 16719 16719 % Avg Wkday 98.6 101. 4 % Avg Day 98.6 101. 4 AM Peak Hour 08:00 08:00 AM Count 1442 1441 PM Peak Hour 13:00 14:00 PM Count 1139 1102 ' W eeldy Summary Report Location ......................... Palomar Airport Bd: Yarrow Dr to El .Camino Real Location Code .................. 2 County., ....... ,., ......... ,., ..... San Diego Recorder Set .................. , 7 /25/06 00: 00 Recording Start ............... 7 /26/06 00: 00 Recording End .................. 7 /28/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8702 Machine Nuber .................. 20302 Channel. ..................... , .... A Recorder Mode .................. Volume Week of July 23, 2006 Channel: A Direction: E End 23 24 25 26 27 28 29 Wkday Daily T.ime Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 105 123 114 114 02:00 48 60 54 54 03:00 47 47 47 47 04:00 40 44 42 42 05:00 80 72 76 76 06:00 339 328 334 334 07:00 574 592 583 583 08:00 775 811 793 793 09:00 856 866 861 861 10:00 748 745 747 747 11:00 776 861 819 819 12:00 890 967 929 929 13:00 971 1046 1009 1009 14:QO 1026 1072 1049 1049 15:00 1082 1112 1097 1097 16:00 1282 1236 1259 1259 17:00 1480 1490 1485 1485 18:00 1507 1525 1516 1516 19:00 983 1022 1003 1003 20:00 748 733 741 741 21:00 647 728 688 688 22:00 509 455 482 482 23:00 305 329 317 317 24:00 178 222 200 200 Totals 15996 16486 16241 16241 % Avg Wkday 98.5 101. 5 % Avg Day 98.5 101. 5 AM Peak Hour 12:00 12:00 AM Count 890 967 PM Peak Hour 18:00 18:00 PM Count 1507 1525 -'· ENGINEERING COMPANY Transportarion Division \ 24-Hour Volume Plot Palomar Airport Road Between Yarrow Drive and El Camino Real Wednesday, July 26, 2006 26 End Time Wed Palomar Airport Road Between Yarrow DriV4[! and El Camino Real 01:00 168 02:00 80 3000 03:00 97 04:00 95 05:00 257 06:00 896 07:00 1806 08:00 2217 09:00 2293 10:00 1803 2500 2000 0 "' o• :c <D ::; 0 "' "' N "' <D N r--"' "' ;;; N N N 0 N 0 N N ~ ,_ 0 <D ;;; 0 ;;; N <D "' "' "' ~ 0 0 <D "'' "' "' ~ ~ r--;: ' ~ ~ "' 11:00 1758 12:00 1961 > 1500 15 'It "' ;;; ~ 13:00 2110 N 14:00 2072 15:00 2100 1000 <D r-- "' "' "' 0 "' r-- 16:00 2286 "' 17:00 2506 18:00 2541 19:00 1716 20:00 1218 soo 0 "' "' r--"' "' "' "' N <D N I ~ 0 r--"' I • "' "' "' --• ~ .,. ~ .,. 21:00 972 22:00 750 0 0 :;! I 0 0 0 0 0 :;! :;! :;! 8 0 0 ~ 0 0 0 5 ;; t ~ iri iri ~ ~ :, ~ ~ 0 0 0 0 ~ 23:00 484 Time 24:00 299 I Total I 324as 1 • -Volumes represent combin,ed totals of both directions. '" ENGINEERING COMPANY Transporration Division 24-Hour Volume Plot Palomar Airport Road • . - . Between Yarrow Drive and El Camino Real 27 End Time Thur 01:00 194 02:00 93 3000 03:00 74 04:00 112 05:00 248 2500 06:00 919 07:00 1790 08:00 2252 2000 09:00 2281 00 ~ 10:00 1894 u :c 11:00 1986 ~ > 1500 -12:00 2099 0 "' 13:00 2121 14:00 2174 1000 15:00 2178 16:00 2318 17:00 2476 500 18:00 2525 ... 0, 19:00 1784 20:00 1257 0 -I 21:00 1081 22:00 728 23:00 500 24:00 351 I Total I 33435 I Thursday, July 27, 2006 Palomar Airport Road Between Yarrow Drive and El Camino Real <D "' N .... "' ., ... N N -;;; N "' ., ~ ., N N N N N 0, " .... 0, " " <D 0 " ... ., N 0, 0 0, -... a, o,, -a, ..... .... ---' .... "' N -a, 0 0, -~ a, N .... a, ... N N M ... :: I 0, .... ■ -■ ' 8 ~ g ~ N ~ Time 0 0 "' g ;; N ;;; M l " -Volumes represent combined totals.of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 3 Palomar Airport Road Between EI Camino Real and EI Fuerte Street Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division ) Volume Count Report Location ................... Palomar Airport Rd: E.C.R. to El Fuerte St. Location Code ............ 3 County ...................... San D'i,ago Recorder Set ............. 7 /25/06 00: 00 Recording Start ......... 7 /26/06 00: 00 Recording End, ........... 7 /28/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8703 Machin<= Number .......... 20303 Channel ..................... A Divide By .................. 2 Summation .................. No . Two-Way ..................... No Wednesday 07/26/06 Channel: A Direction: W 0100 0200"0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 114 59 65 94 403 984 2019 2563 2391 1574 1325 1461 1570 1440 1497 1588 1753 1831 1059 610 469 353 .266. 203 25691 45 21 16 13 39 125 400 559 698 434 319 342 398 371 372 374 433 534 306 181 136 103 91 78 23 19 15 20 61 185 487 645 594 382 338 342 363 371 359 412 382 474 285 156 105 92 54 47 27 11 16 24 130 264 487 632 587 365 322 · 374 406 373 390 436 461 441 271 131 113 78 58 46 19 8 18 37 173 410 645 727 512 393 346 403 403 325 376 366 477, 382 197 142 115 . 80 63 32 AM Peak Hour ............................... 07:15 to 08:15 2702 vehicles) AM Peak Hour Factor ..................... 92. 9% PM Peak Hour ............................... 16:30 to 17:30 1946 vehicles) PM Peak Hour Factor ............... : ..... 91.1% Thursday 07/27/06 Channel: A Direction: w 0100 0200 0300 0400 .0500 0600 0700 0800 0900 1000 11 DO 1200 ·1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 118 65 65 108 422 960 1995 2569 2371 1742 1474 1468 1550 1474 1606 1644 1669 1742 1147 736 528 381 267 246 26347 42 20 17 18 48 108 416 558 626 489 431 370 414 384 380 384 470 480 320 199 149 95 82 84 25 20 11 27 58 195 429 599 603 430 354. 355 . 354 368 338 442 371 470 309 202 130 112 60 61. 22 15 19 22 124 201 490 670 581 404 338 358 381 382 493 444 429 429 279 162 122 95 53· 56 29 10 18 41 192 456 660 742 561 419 351 385 401 340 395 374 399 · 363 239 173 127 79 67 45 Hour ............ · ................... 07: 30 ' AM Peak to 08:30 2641 vehicles) AM Peak Hour Facto·r ..................... 89.0% PM Peak Hour ............................... 16:30 to 17:30 1778 vehicles) PM Peak Hour Factor ..................... 92. 6% , ( Volume Count Report •Location ................... Palomar Airport Rd: E.C.R. to El Fuerte St. Location Code ............ 3 County ....................... San Diego Recorder Set ............. 7 /25/06 00: 00 Recording Start ......... 7 /26/06 O·O: 00 Eecording End ............ 7 /28/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8703 Machine Number .......... 20303 Channel ........... ; ......... A Divide By .................. 2 · Summation .................. No Two-Way ...... ; .............. No Wednesday 07 /26/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 199 92 78 44 159 538 894 1508 1513 1124 1122 1312 1530 1557 1863 2064 2460 2683 · 1650 985 773 578 463 315 25504 83 39 29 13 27 69 136 336 412 269 263 289 404 370 464 502 672 631 520• 259 186 155 128 81 55 17 15 10 21 85 160 346 416 317 272 287 415 368 410 451 545 743 404 261 207 151 125 97 38 20 19 8 42 197 234 402 365 264 291 357 341 418 511 587 647 658 391 221 187 134 112 63 23 16 15 13 69 187 364 424 320 274 296 379 370 401 478 524 596 651 335 244 193 138 98 74 AM Peak Hour ............................... 07:30 to 08:30 1654 vehicles) AM Peak Hour Factor ..................... 97. 5% PM Peak Hour ........................... ; ... 17: 00 to 18:00 ( 2683 vehicles) PM Peak Hour Factor ..................... 90. 3% Thursday 07/27/06 Channel: A Direction: E .0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 j1(){) 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 172 114 84 49 140 529 871 1462 1500 1085 1090 1262 1559 1719 1813 2148 2439 2586 1704 1189 820 666 482 320 25803 69 45 42 19 14 72 107 296 439 282 267 283 397 420 440 541 662 683 494 360 234 188 134 98 43 18 12 6 14 81 173 357 384 285 269 303 401 40~ 416 504 526 643 502 303 238 149 · 109 83 41 26 16 7 39 193 246 369 355 301 281 326 403 466 525. 568 651 686 385 272 215 181 127 70 19 25 14 17 73 183 345 440 322 217 273 350 358 430 432 535 600 574 323 254 133 148 112 69 AM Peak Hour ............................... 07:30 to 08:30 1632 vehicles.) AM Peak Hour Factor ..................... 92. 7% PM Peak Hour ............................... 16: 45 to 17:45 2612 vehicles) PM Peak Hour Factor ..................... 95. 2% Weekly Summary Report Location ..... ; ................... Palomar Airport Rd: E.C.R. to El Fuerte St. Location Code .................. 3 County ............................. San Diego Recorder Set ................... 7/25/06 00:oo· Recording Start ............... 7/26/06 00:00 Recording End .................. 7 /28/06 00: 00 Sample Time ..................... 15 Minutes. Operator Number ............... 8703 Machine Nuber .................. 20303 Channel ........................... A Recorder Mod·e .................. Volume Week of July 23, 2006 Channel: A Direction: w End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg, Avg. 01:00 114 118 116 116 02:00 59 65 62 62 03:00 65 65 65 65 04:00 94 108 101 101 05:00 403 422 413 413 06:00 984 960 972 972 07:00 2019 1995 2007 2007 08:00 2563 2569 2566 2566 09:00 2391 2371 2381 2381 10:00 1574 1742 1658 1658 11: 00 1325 147.4 1400 1400 12:00 1461 1468 1465 1465 13:00 1570 1550 1560 1560 14:00 1440 1474 1457 1457 15:00 1497 1606 1552 1552 16:00 1588 1644 1616 1616 17:00 1753. 1669 '1711 · 1711 18:00 1831 1742 1787 1787 t9: 00 1059 1147 1103 1103 20:00 610 736 673 673 21:00 469 528 499 499 22:00 353 381 367 367 23:00 266 267 267 267 24:00 203 246 225 225 Totals 25691 26347 26019 26019 % Avg Wkday 98.7 101. 3 % Avg Day 98.7 101. 3 AM Peak Hour 08:00 08:00 AM Count 2563 2569 PM Peak Hour 18:00 '18:00 PM Count 1831 1742 Weekly Summary Report Location ......................... Palomar Airport'Rd: E.C.R. to El Fuerte St. Location Code .................. 3 County .. : ......................... San Diego Recorder Set ................... 7/25/06 00:00 Recording Start ............... 7 /26/06 00: 00 Recording.End .................. 7/28/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8703 Machine Nuber .................. 203.03 Channel. .......................... A Recorder Mode .................. Volume Week of July 23, 2006 Channel: A Direction: E End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu. Fri Sat Avg. Avg. 01: 00 199 172 186 186 02:00 92 114 103 103 03:00 78 84 81 81 04:00 44 49 47 47 05:00 159 140 150 ' 150 06:00 538 529 534 534 07:00 894 871 883 883 08:00 1508 1462 1485 1485 09:00 1513 1500 1507 1507 10:00 1124 1085 1105 1105 11:00 1122 1090 1106 1106 12:00 1312 1262 1287 1287 13:00 1530 1559 1545 1545 14:00 1557 1719 1638 1638 15:00 1863 1813 1838 1838 16:00 2064 2148 2106 2106 17:00 2460 -2439 2450 2450 1.8: 00 2683 2586 . 2635 2635 19:00 1650 1704 1677 1677 20:00 985 1189 1087 1087 21:00 773 820 797 797 22:00 578 666 622 622 23:00 463 482 473. 473 24:00 315 320 318 318 Totals 25504 25803 25654 25654 % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 AM Peak Hour 09:00 09:00 AM Count 1513 1500 PM Peak Hour 18:00 18:00 PM Count 2683 2586 I 'M ENGINEERING COMPANY Trans1mrtation Division 24-Hour Volume Plot Palomar Airport Road • Between El Camino Real and El Fuerte Street 26 End Time Wed 01:00 . 313 02:00 151 5000 03:00 143 04:00 138 4500 05:00 562 06:00 1522 4000 07:00 2913 08:00 4071 3500 09:00 3904 00 " 10:00 2698 <l 3000 :c 11:00 2447 ~ 2500 -12:00 2773 0 "" 13:00 3100 2000 14:00 2997 15:00 3360 1500 16:00 3652 17:00 4213 1000 18:00 4514 "' 19:00 · 2709 20:00 1595 500 0 ;;; I 21:00 1242 22:00 931 23:00 729 24:00 518 Total 1s119sl Wednesday, July 26, 2006 Palomar Airport Road Between El Camino Real.and El Fuerte Street .. N "' "' ;;; "' "' l ... "' ------ ;::: 0 ... "'. Cl·--N• N N "' - ...,. ... 0 0, "' "' 0, "' N a a ~ "" ... ... N V ;;; "' V '" ... N "' 0 "' "' "' 0 "' 0 "" "' ;;; 0, "' 0, 0, "" N "" 0 N "" N "' 0, "' -N ... N -;;; 0, 0, N "" -8 a a 8 8 8 a ~ a a io! ~ ~ $! ~ $! Time "' -"' J * -Volumes represent combined tc;,tals of both directions. ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Palomar Airport Road Between El Camino Real and El Fuerte Street 27 End Time Thur 01:00 290 02:00 179 03:00 149 04:00 157 05:00 562 06:00 1489 07:00 2866 08:00 4031 09:00 3871 10:00 2827 11:00 2564 12:00 2730 13:00 3109 14:00 3193 15:00 3419 16:00 3792 17:00 4108 18:00 4328 19:00 2851 20:00 1925 21:00 1348 22:00 1047 23:00 749 24:00 566 I Total I 52150 I "' ~ u :c ~ > 0 .. 5500 5250 . 5000 . 4750 '500 4250 4000 3750 3500 3250 3000 2750 2500 . . . . 0 . a, N 2250 2000 1750 1500 1250 1000 750 500 250 0 .:-1 Thursday, July 27, 2006 Palomar Airport Road Between El Camino Real and El Fuerte Street "' N . "' M ;;; -0 ... 0 ;::: N :;: ... "' a, M ... a, M a, M :;: a, M 0 ;;; '°' ... ;;; -<D N 0 "' "' "' ... M "' N N <D ... N N "' N "' N a, a, -"' "' ... ... -M -... ... 0 -a, N ... <D <D ... <D "' "' a, a, ... I J ~ ~ "' -■ -- Time * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 4 Palm:nar Airport Road Between Melrose Drive and Paseo Valindo Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report· 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division Volume Count Report Loca~ion ................... , Palomar Airport Rd: Melrose Dr to Paseo Valindo Location Code ............ 4 County ....................... san Diego Recorder. Set ............. 7 /10/06 Recording Start ......... 7/11/06 00:00 00:00 Recording End ............ 7/14/06 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8704 Machine Number .......... 20304 Channel ........ : ............ A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/11/06 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 102 53 46 89 426 1266 2261 2749 2372 1568 1301 1332 1506 .1456 1358 1345 1356 1472 1001 639 496 400 266 180 25040 26 25 6 12 27 115 423 649 651 443 326 333 351 378 363 357 325 420 277 177 125 105 103 65 19 7 12 25 53 255 507 684 629 384 353 340 364 366 310 335 304 413 258 170. 121 118 64 46 40 8 18 24 147 394 612 679 522 392 286 321 392 345 340 354 383 333 243 140 116 104 50 33 17 13 10 28 199 502 719 737 570 349 I 336 338 399 367 345 299 344 306 223 152 134 73 49 36 AM Peak Hour ............................... 07: 15 to 08:15 2751 vehicles) AM Peak Hour Factor ..................... 93. 3% PM Peak Hour ....... : ....................... 16:30 to 17:30 1560 vehicles) PM Peak Hour Factor ..................... 92. 9% Wednesday 07/12/06 Channel: A •oirection: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 111 60 · 47 97 414 1301 2280 2783 2484 1617 1318 1361 1512 1393 1341 1352 1422 1479 1078 645 472 444 274 212 25497 26 26 8 10 25 126 376 679 698 460 342 315 375 347 324 382 340 421 299 172 115 104 84 80 32 12 12 23 . 64 255 556 663 671 404 322 312 368 357 342 317 322 394 271 158 128 121 64 63 32 15 16 29 125 382 632 707 586 392 317 367 384 338 355 348 392 357 259 135 121 126 69 37 21 7 11 35 200 538 716 734 529 361 337 367 385 351 320 305 368 307 249 180 108 93 57 32 AM Peak Hour ............................... 07: 30 to 08:30 2810 vehicles) AM Peak Hour Factor .......... , .......... 95. 7% PM Peak Hour ............................... 16:30 to 17:30 1575 vehicles) PM Peak Hour Factor ..................... 93.5% \ Volume Count Report Location ................... Palomar Airport Rd: Melrose Dr to Paseo Valindo Location Code ........... ,4 County .............. , ....... San Diego Recorder Set ............. 7/10/06 00:00 Recording Start ......... 7/11/06 00:00 Recording End ............ 7 /14/06 oci: 00 Sample Time .. : ............ 15 Minutes Operator Number ......... 8704 Machine Number .......... 20304 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/11/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals . 250 62 91. 51 83 332 649 1147 1158 1122 1062 1345 1441 1249 2065 2175 2423 2525 1613 1068 766 586 413 336 24012 113 18 21 4 11 36 139 216 327 297 224 333 440 297 330 551 664 676 544 318 194 168 130 125 63 17 27 13 20 58 127 266 245 258 316 311 389 303 514 457 578 691., 370 297 209 156 90 86 50 18 26 21 22 97 169 317 294 280 277 355 313 334 622 633 600 602 397 247 194 120 98 69 24 9 17 13 30 141 214 348 292 287 245 346 299 315 599 534 581 556 302 206 169 142 95 56 AM Peak Hour ............................... 11:30 to 12:30 1530 vehicles) AM Peak Hou:r Factor ..................... 86.9% PM Peak Hour ............................... 16: 45 to 17:45 2550 vehicles) PM Peak Hour Factor ..................... 92. 3% Wednesday 07/12/06 Channel: A Directi·on: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 249 85. 87 59 88 334 618 1055 1148 1102 1113 1214 1417 1347 1912 2121 2284 2522 1746 1014 840 608 386 401 23940 106 16 27 9 17 39 124 185 300 283 321 319 364 326 388 505 573 638 534 312 231 188 100 138 60 27 26 10 14 54 138 277 267 276 258 292 386 320 361 474 574 711 439 282 180 164 99 93 55 27 19 25 21 90 157 291 275 276 276 303 341 343 572 601 557 647 381 257 192 138 100 104 28 15 15 15 36 151 199 312 306 267 258 360 326 358 651 541 580 526 392 223 237 118 87 66 AM Peak Hour ............................... 11: 30 to '12: 30 1413 vehicles) AM. Peak Hour Factor ........ _ ............. 91. 5% PM Peak Hour ............................... 16: 45 to 17:45 2576 vehicles) PM Peak Hour Factor ..................... 90. 6% Weekly Summary Report Location ......................... Palomar Airport Rd: Melrose Dr to Paseo Valindo Location Code .................. 4 County ............................. San Diego Recorder Set .................... 7 /10/06 00: 00 Recording Start ............... 7/11/06 00:00 Recording End .. _ ................ 7 /14/06 . 00: 00 Sample Time ...................... 15 Minutes Operator Number ............... 8704 Machine Nuber .................. 20304 Channel-... ; ...................... A Recorder Mode ................... Volume Week of July 9, 2006 Channel: A Direction: W End 09 10 11 12 13 14 15 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 102 111 107 107 02:00 53 60 57 57 03:00 46 47 47 47 04:00 89 97 93 93 05:00 426 414 420 420 06:00 1266 1301 1284 . 1284 07:00 2261 2280 2271 2271 08:00 2749 2783 2766 2766 09:00 2372 2484 2428 2428 10:00 1568 1617 1593 1593 11:00 1301 1318 '1310 1310 12:00 1332 1361 1347 1347 13:00 1506 1512 1509 1509 14:00 1456 1393 1425 1425 15:00 1358 1341 1350 1350. 16:00 1345 1352 1349 1349 17:00 1356 1422 1389 1389 18:00 .1472 1479 1476 1476 19:00 1001 1078 1040 1040 20:00 639 645 642 642 21:00 496 472 484 484 22:00 400 444 422, 422 23:00 266 274 270 270 24:00 180 212 196 196 Totals 25040 25497 25269 25269 % Avg Wkday 99.1 100.9 % Avg Day 99.1 100.9 AM Peak Hour 08:00 08:00 AM Count 2749 2783 PM Peak Hour 13:00 13:00 PM Count 1506 1512 Weekly Summary Report Location ......................... Palomar Airport Rd: Melrose Dr to Paseo Valindo Location Code .................. 4 County ........................ .' ... San Diego Recorder Set ................... 7/10/06 00:00 Recording Start ............... 7 /11/06 00: 00 Recording End .................. 7 /14/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8704 · Machine· Nuber .................. 20304 Channel ........................... A Recorder Mode .................. Volume Week of July 9, 2Q06 Channel: A Direction: E End 09 10 . 11 12 13 14 15 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg .. Avg. 01:00 250 249 250 250 02:00 62 85 74 74 03:00 91 87 89 89 04: 00. 51 59 55 55 05:00 83 88 86 86 06:00 332 334 333 333 07:00 649 618 634 634 08:00 1147 1065 1106 1106 09:00 1158 1148 1153 1153 10:00 1122 1102 1112 1112 11:00 1062 1113 · 1088 108.8 12:00 1345 1274 1310 1310 1.3: 00 1441 1417 1429 1429 14:00 1249 1347 1298 1298 15:00 2065 1972 2019 2019 16:00 2175 2121 214.8 21.48 17:00 2423 2284 2354 2354 18:00 2525 2522 2524 2524 19:00 1613 1746 1680 1680 20:00 1068 1074 1071 1071 21:00 766 840 803 I 803 22:00 586 608 597 597 23:00 413 386 400 400 24:00 336 401 369 369 Totals 24012 23940 23976 23976 % Avg Wkday 100.2 99.8 % Avg Day 100.2 99.8 AM Peak Hour 12:00 12:00 AM Count 1345 1274 \ PM Peak Hour 18:00 18:00 ' PM Count 2525 2522 ENGINEERING COMPANY Transportation Division H End Time Tue 01:00 352 02:00 115 03:00 137 04:00 140 05:00 509 06:00 1598 07:00 2910 08:00 3896 09:00 3530 10:00 2690 11:00 2363 12:00 2677 13:00 2947 14:00 2705 15:00 3423 16:00 3520 17:00 3779 18:00 3997 · 19:00 2614 20:00 1707 21:00 1262 22:00 986 23:00 679 24:00 516 I Total I 4sos21 24-Hour Volume Plot Palomar Airport Road Between Melrose Dr and Paseo Valindo Tuesday, July 11, 2006 Palomar Airport Road Between Melrose Dr and Paseo Valindo 5500 5250 5000 4750 4500 4250 ,woo 3750 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 . N "' "' J "' .... 0 -"' ;;: ----- <!) "' "' "' 0 "' "' "' o• o,--0 N "' <!) N "' "' "' N "' "' "' - "' 0 "' I .... .... "' N a a ~ .... " "' N Time "' .... 0 .... "' N "' N "' " "' "' "' 0 .... N .... "' "' . "' " <O N a a ~ .... 0 .... N "' N -"' <X) "' . • . . . . "' .... "' "' ti * -Volumes represent combined t(?(afs of both directions. lllDD'· 24-Hour Volume Plot ~ ~ ENGINEERING COMPANY Transporuuion Division 12 End Time Wed 01:00 360 02:00 145 03:00 134 04:00 156 05:00 502 06:00 1635 I 07:00 2898 08:00 3848 09:00 3632 10:00 2719 11:00 2431 12:00 2635 13:00 2929 14:00 2740 15:00 3313 16:00 3473 17:00 3706 18:00 4001 19:00 2824 20:00 1719 21:00 1312 22:00 1052 23:00 660 24:00 613 I Total I 49437 I Palomar Airport Road Between Melrose Dr and Paseo Valindo Wednesday, July 12, 2006 Palomar Airport Road Between Melrose Dr and Paseo Valindo 5500 5250 5000 4750 4500 4250 4000 3750 ~ 3500 " u 3250 :c 3000 " > 2750 -0 2500 .. 2250 2000 1750 1500 1250 1000 750 500 250 0 0 "' "' "' I ::: -..,. "' -• 8 8 N 0 "' "' I "' -- "' "' "' - 8 ii ., a,, ., N '-,- ., ..,. ., "' 8 8 0 "' 0 N 0 ..,. "' "' r--"' r--"' "' "' ..,. ;;; "' a, "' N 0 ..,. a, a, N "' N ~ ., ;:: "' N N ;;; "' N ..,. N N - a, ;:: N -"' N -"' 0 - - . :: Time 0 "' "' -"' "' I I 8 ;.; N • -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 5 El Camino Real Between Plaza Drive and Marron Road NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... El Camino Real: Plaza Dr. to Marron Rd. Location Code .•.......... 5 County •.........•....•...... San Diego Recorder Set ............. 8/7/06 00:00 Recording Start ......... 8/8/06 00: 00 Recording End ............ 8/10/06 00: 00 Sample Time ......•..•..... 15 Minutes Operator Number .....•... 8705 Machine Number ......••.. 20305 Channel ..................... A Divide By ..•. · .............. 2 Summation ............••..•. No Two-Way ............•..•...•. No Tuesday 08/08/06 Channel: A· ' Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000.1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 67 47 41 37 190 404 883 1267 1032 797 766 905 980 933 993 881 989 979 847 716 516 418 297 147 15132 23 12 14 9 10 42 126 261 262 201 179 202 222 246 250 230 261 242 228 170 147 137 85 45 16 15 12 9 23 78 199 264 282 184 185 218 238 246 275 203 264 254 193 218 129 105 · 78 35 17 12 7 9 92 137 283 342 235 192 207 228 264 213 236 216 224 256 213 160 125 97 72 34 11 8 8 10 65 147 275 400 253 220 195 257 256 228 232 232 240 227 213 168 115 79 62 33 AM Peak Hour .•..•...•..•..•................ 07:30 to 08: 30. 1286 vehicles) AM Peak Hour Factor ..................... 80. 4% PM Peak Hour ............................... 12:30 to 13:30 1012 vehicles) PM Peak Hour Factor .. · ................... 95. 8% Wednesday 08/09/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 1otals 89 54 30 40 192 418 851 1291 985 806 738 823 983 953 970 986 945 1021 835 660 608 411 266 146 15101 37 21 7 1 . 11 45 120 266 251 198 183 172 229 245 216 276 219 269 220 189 154 119 91 57 21 13 6 11 26 80 165 276 275 186 164 196 233 254 246 245 233 271 210 153 155 111 65 31 16 13 9 15 93 140 258 354 235 215 179 235 268 236 23; 233 237 223 217 167 142 91 66 26 15 7 8 13 62 153 308 395 224 207 212 220 253 218 271 232 256 258 188 151 157 90 44 32 AM Peak Hour ............................... 07: 00 to 08:00 1291 vehicles) AM Peak Hour Factor ..................... 81. 7% PM Peak Hour ...................... : ........ 16: 30 to 17:30 1033 vehicles) PM Peak Hour Factor, .................... 95. 3% Volume Count Report Locat:ion ................... El Camino Real: Plaza Dr. to Mar.ran Rd. Loca:·tion Code ............ 5 County ...................... San Diego Recorder Set ............. 8/7/06 00:00 Recording Start ......... 8/8/06 00: 00 Recording End ............ 8/10/06 00: 00 Sample Time .......... · ..•.. 15 Minutes Operator Number ......... 8705 Machine Number .......... 20305 Channel ..................... A · Divide By ................... 2 Summation .................. No Two-Way ............... '. ..... No Tuesday 08/08/06 Channel: A · Dire.ction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 153 48 43 41 91 215 422 596 720 727 875 970 1107 1035 1148 1275 1461 1454 1162 759 604 429 287 221 15843 65 8 11 11 18 45 79 132 173 175 198 214 289 258 273 302 358 372 328 206 183 140 90 68 92 13 7 9 16 49 89 138 187 184 214 253 298 248 277 303 377 377 320 203 157 107 76 61 20 22 13 9 20 48 113 161 158 175 236 256 240 271 249 326 357 345 264 212 135 111 64 41 16 5 12 12 37 73 141 165 202 193 227 247 280 258 349 344 369 360 250 138 129 71 57 51 AM Peak Hour ............................ -... 11:36 to 12:30 1090 vehicles) AM Peak Hour Factor ..................... 91. 4% PM Peak Hour ............................... 16: 15 to 17:15 1475 vehicles) PM Peak Hour Factor ..................... 97. 8% Wednesday. 08/09/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 131 64 38 30 77 209. 392 629 682 .723 799 977 1037 1086 1104 1208 1423 1484 1093 876 591 467 255 213 15588 53 13 7 4 14 43 79 162 182 181 180 207 239 265 259 268 348 374 316 257 161 158 83 62 34 17 8 7 9 41 104 134 164 183 221 270 265 237 238 292 352 397 269 225 147 110 65 68 32 19 10 7 19 58 101 142 169 177 187 252 242 256 284 335 331 395 274 224 136 89 57 40 12 15 13 12 35 67 108 191 167 182 211 248 291 328 323 313 392 318 234 170 147 110 50 43 AM Peak Hour ............................... 11: 15 to 12:15 1009 vehicles) AM Peak Hour Factor ....... : ............. 93.4%. PM Peak Hour ............................... 16:45 to 17:45 1558 vehicles) PM Peak Hour Factor ..................... 98. 1% Weekly Summary Report Location ......................... El Camino Real: Plaza Dr. to Marron Rd. Location Code .................. 5 County ............................ San Diego Recorder Set ................... 8/7/06 00:00 Recording Start ............... 8/8/06 00:00 Recording End .................. 8/10/06 00: 00 Sample Time.: ................... 15 Minutes Operator Number ............... 8705 Machine Nuber .................. 20305 Channel. .......................... A Record.er Mode .................. Volume . Week of August 6, 2006 Channel: A Direction: N End 06 07 08 09 · 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 67 89 78 78 02:00 47 54 51 51 03:00 41 30 36 36 04:00 37 40 39 39 05:00 190 192 191 191 06:00 404 418 411 411 07:00 883 851 867 8 67 08:00 1267 1291 1279 1279 09:00 1032 985 1009 ·1009 10:00 797 806 802 802 11:00 766 738 752 752 12:00 905 823 864 864 13:00 980 983 982 982 14:00 933 953 943 943 15:00 993 970 982 982 16:00 881 986 934 934 1 7 :·oo 989 945 967 967 18:00 979 1021 1000 1000 19: 00 . 847 835 841 841 20: oo· 716 660 688 688 21:00 516 608 562 562 22:00 418 411 415 415 23:00 297 266 282 282 24:00 147 146 147 147 Totals 15132 15101 15117 15117 % Avg Wkday 100.1 99.9 % Avg Day 100.1 99.9 AM Peak Hour 08:0ci 08:00 AM Count 1:; 67 1291 PM Peak Hour 15:00 18:00 PM Count 993 1021 Weekly Summary Report . Location ......................... El Camino Real: Plaza Dr. to Marron Rd. Location Code .................. 5 County ............................ San Diego Recorder Set ................... 8/7 /06 00: 00 Recording Start ......... ; ..... 8/8/06 00:00 Recording End .................. 8/10/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8705 Machine Nuber .................. 20305 Channel. .......................... A Recorder Mode ......... ; ........ Volume Week of August 6, 2006 Channel.: A Direction: S End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 153 131 142 142 02:00 48 64 56 56 03:00 43 38 41 41 04:00 41 30 36 36 05:00 91 77 84 8.4 06:00 215 209 212 212 07:00 422 392 407 407 08:00 596 629 613 613 09:00 720 682 701 701 10:00 727 723 725 725 11:00 875 799 837 837 12:00 970 977 974. 974 13:00 1107 1037 1072 1072 14: 00· 1035 1086 1061 1061 i5:00 1148 1104 1126 1126 16·: 00 1275 1208 1242 1242 17:00 1461 1423 1442 1442 18:00 1454 1484 1469 1469 19: 00. ·1162 1093 1128 1128 20:00 759 876 818 818 21:00 604 591 598 598 22:00 429 467 448 448 23:00· 287 255 271 271 24:00 221 213 217 217 Totals 15843 15588 15716 15716 % Avg Wkday 100.8 99.2 % Avg Day 100.8 99.2 AM Peak Hour 12:00 12:00 AM Count 970 977 PM Peak Hour 17:00 18:00 l;M Count 1461 1484 lltDlB'" ENGINEERING COMPANY Transportation Division 08 End Time Tue 01:00 220 02:00 95 03:00 84 04:00 78 05:00 281 06:00 619 07:00 1305 08:00 1863 09:00 1752 10:00 1524 11:00 1641 12:00 1875 13:00 2087 14:00 1968 15:00 2141 16:00 2156 17:00 2450 18:00 2433 19:00 2009 20:00 1475 21:00 1120 22:00 847 23:00 584 24:00 368 I Total I 3 □975 I 24-Hour Volume Plot El Camino Real • Between Plaza Drive and Marron Road 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 0 N N lI "' v a, "' -- Tuesday,August8,2006 El Camino Real Between Plaza Drive and Marron Road ' 0 <') ., <') v v N N :;;: "' -.... ., "' "' « « a, 0 0 <') ., N "' 0 "' .... a, N "' N "' --., :;;: -~ v N "' ., ., -.... ., -v 0 <') -0 N --.... v a, "' v .; "' ., "' .; "' <') N J I "' .... - Time * -Volumes represent combined totals of both directions. • ftlDIH'" ENGINEERING COMPANY Transportation Divisi<m 09 End Time Wed 01:00 220 02:00 118 03:00 68. 04:00 70 05:00 269 06:00 627 07:00 1243 08:00 1920 09:00 1667 10:00 1529 11:00 1537 12:00 1800 13:00 2020 14:00 2039 15:00 -2074 16:00 2194 17:00 2368 18:00 2505 19:00 1928 20:00 1536 21:00 1199 22:00 878 23:00 521 24:00 359 I Total I 306ss 1 24-Hour Volume Plot El Camino Real Between Plaza Drive and Marron Road 3500 3250 3000 2750 2500 "' 2250 " u :i: 2000 " > 1750 -0 .. 1500 1250 1000 750 500 0 N 250 0 N I Wednesday,August9,2006 El Camino Real Between Plaza Drive and Marron Road a, ---a, co 0 0 8 :ii . N -L 0 ,._ 0 N a> -,._ co co - "' ., N - ,..: N co a> N ~ 0 0 ~ . "' a, 0 "' co N .,. "' a> N 0 a> r! 1. N "' 0 a, 0 0 N N 0 N N a, 0 -a, ,._ -co "' "' "' "' -- Time • . . . a> a, -- a, ,._ a, 1. "' a, "' "' I . * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 6 El Camino Real Between Tamarack A venue and Kelly Drive NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division ,. Page 1 2 3 4 5 6 Volume Count Report Location ................... El Camino Real: Tama-rack Ave to Kelly Dr Location Code ............ 6 Coun_ty ...................... San Diego Recorder.Set ............ :7/25/06 00:00 Recording Start .......•. 7/26/06 00:00 Recording End ............ 7/28/06 00:00 Sample Time •...•.......... 15 Minutes 0p1orator Number ......... 8706 Machine Number .......... 20306 Channel ..................... A Divide By ........ , .......... 2 Summation .................. No Two-Way .............. ; ...... No Wednesday 07/26/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700.1800 1900 2000 2100 2200 2300 2400 Totals · 105 48 41 22 42 74 201 368 483 509 622 8.60 963 773 903 1160 1567 1652 1004 507 374 310 190 140 12918 44 16 15 3 3 11 37 77 95 126 132 162 258 231 173 247 381 397 328 166 99 85 55 · 58 34 12 13 5 5 15 48 81 99 129 160 211 287 167 202 233 376 502 243 143 92 83 42 33 18 12 9 9 15 21 55 117 154 130 145 239 214 189 270 345 365 419 247 105 97 76 50 25 9 8 4 5 19 27 61 93 135 124 185 248 204 186 258 335 445 334 186 93 86 66 43 24· AM Peak Hour ......... : ..................... 11:30 i:.o 12:30 1032 vehicles) AM Peak Hour Factor ..................... 89.9% PM Peak Hour ............................... 16:45 to 17:45 1763 vehicles) PM Peak Hour Factor ..................... 87. 8% Thursday 07/27/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 · 1400 1500 1600 1700 1800 1900 .2000 2100 2200 2300 2400. Totals 135 41 41 25 27 64 199 354 499 553 687 914 878 856 929 1130 1432 1714 960 601 413 320 235 174 13181 55 7 16 8 5 13 42 63 105 149 170 220 218 2.11 212 247 366 468 296 173 105 90 67 62 · 32 13 6 3 3 12. 35 71 111 133 154 185 24ff 210 176 287 315 466 257 156 126 100 55 43 21 11 12 6 9 11 64 105 125 127 193 253 193 218 233 285 361 448 185 152 90 74 · 62 42 27 10 7 8 10 28 58 115 158 144 170 256 227 217 308 311 390 332 222 120 92 56 51 27 AM Peak Hour ............................... 11:30 to 12:30 967 vehicles) AM Peak Hour Factor ..................... 94. 4% PM Peak ·Hour ....................... , ....... 16: 45 to 17:45 1772 vehicles) PM Peak Hour Factor ..................... 94. 7% Volume Count Report Location .............. ; .... El Camino Real: Tamarack Ave to Kelly Dr · Location Code ............ 6 County ..... : .. · .............. San Diego Recorder Set ............. 7 /25/06 00: 00 Recording Start ......... 7/26/06 00:00 Recor.ding End ............ 7/28/06 00:00 Sample Time ................ 15 Minutes Operator Number ......... 8706 Machine Number .......... 20306 Channel ..................... A Divide By ................. ,2 Summation .................. No Two-Way ..................... No Wednesday 07/26/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 32 26 23 44 169 422 919 1400 1097 693 545 606 818 869 724 632 613 609 501 375 328 219 120 82 11866 11 10 4 6 10 38 111 266 347 191 131 133 162 217 180 168 136 156 123 101 76 65 35 24 5 4 7 11 17 91 193 305. 323 166 151 160 195 226 188 176 157 160 129 94 71 66 37 20 14 8 7 14 67 142 254 394 226 163 121 153 229 251 182 · 142 151 130 106 93 96 44 21 22 2 4 5 13 75 151 361 435 201 173 142 160 232 175 174 146 169 163 143 87 85 44 27 16 AM Peak Hour ............................... 07: 30 to 08:30 1499 vehicles) AM Peak Hour Factor ..................... 86.1% PM Peak Hour ............................... 12:45 to 13:45 926 vehicles) PM Peak Hour Factor ..................... 92. 2% Thursday 07/27/06 ·. Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 61 23 26 47 190 441 887 1444 1080 706 621 668 '894 898 719 679 701 560 495 371 352 274 153 100 12390 15 12 3 7 9 45 119 302 345 182 152 129 238 241 183 182 175 133 114 98 88 85 48 33 16 4 6 13 19 85 173 329 257 154 158 187 207 226 193 193 162 143 127 97 94 72 45 16 16 0 7 9 62 137 248 419 241 198 147 189 226 228 183 153 200 145 118 76 88 69 32 25 14 7 10 18 100 174 347 394 237 172 164 163 223 203 160 151 164 139 136 100 82 48 28 26 AM Peak Hour ................................ 07: 15 to 08:15 1487 vehicles) AM Peak Hour Factor ................. , ... 88. 7% PM Peak Hour ............................... 12: 45 to 13:45 918 vehicles) PM Peak Hour Factor ..................... 95.2% Weekly Summary Report Location ......................... El Camino Real: Tamarack Ave to Kelly Dr Location Code.· ................. 6 County ........ : ................... San Diego Recorder Set ................... 7 /25/06 00: 00 Recording Start ............... 7 /2.6/06 00: 00 Recording End .................. 7 /28/06 00: 00 Sample Time ..................... 15 Minutes Operator Number.; ............. 8706 Machine Nuber .................. 20306 Channel.; ................ , ........ A Recorder Mode .................. Volume Week· of July 23, 2006 Channel: A Direction: N End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat · Avg. Avg. 01:00 105 135 120 120 02:00 48 41 45 45 03:00 41 41 41 41 04:00 22 25 24 24 05:00 42 27 35 35 06:00 74 64 69 . 69 07:00 201 199 200 200 08:00 368 354 361 3.61 09:00 483 499 491 491 10:00 509 553 531 531 11:00 622 687 655 655 12:00 860 914 887 887 13:00 963 878 921 921 14:00 773 856 815 815 15:00 903 929 916 916 16:00 1160 1130 1145 1145 17:00 1567 1432 1500 1500 18:00 1652 1714 1683 1683 i9:00 1004 960 982 982 20:00 507 601 554 554 21:00 374 413 394 394 22:00 310 320 315 315 23:00 190 235 213 213 24:00 140 174 157 157 Totals 12918 13181 13050 13050 % Avg Wkday 99.0 101. 0 % Avg Day 99.0 101. 0 AM Peak Hour 12:00 12:00 AM Count 860 914 PM Peak Hour 18:00 18:00 PM Count 1652 1714 Weekly Summary Report Location ......................... El Camino Real: Tamarack Ave to Kelly Dr Location Code .................. 6 County ............................ San Diego Recorder Set ................... 7/25/06 00:00 Recording Start ............... 7 /26/06 00: 00 Recording End .............. '. ... 7/28/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8706 Machine Nuber ................... 20306 Channel ........................... A Recorder Mode .................. Volume Week of July 23, 2006 Channel: A Direction: s· End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 32 61 47 47 02:00 26 23 25 25 03:00 23 26 25 25 04:00 44 47 46 46 05:00 169 190 180 180 06:00 422 441 432 432 07:00 919 887 903 903 08:00 1400 1444 1422 1422 09:00 1097 1080 1089 1089 10 :,00 693 706 700 700 11:00 545 . 621 583 583 12:00 606 668 637 637 13:00 818 894 856 856 14:00 869 898 884 884 15:00 724. 719 722 722 16:00 632 679 656 656 17:00 613 701 657 657 18:00 609 560 585 585 19:00 501 495 498 498 20:00 375 371 373 373 21:00 328 352 340 340 22:00 219 274 247 247 23:00 120 153 137 137 24:00 82 1.00 91 91 Totals 11866' 12390 12128 12128 % Avg Wkday 97.8 102.2 % Avg Day 97.8 102.2 AM Peak Hour 08:00 08:00 AM Count 1400 1444 PM Peak Hour 14:00 14:00 PM Count 869 898 26· End Time Wed 01:00 137 02:00 74 03:00 64 04:00 66 05:00 211 06:00 496 07:00 1120 08:00 1768 09:00 1580 10:00 1202 11:00 1167 12:00 1466 13:00 1781 14:00 1642 15:00 1627 16:00 1792 17:00 2180 18:00 2261 19:00 1505 20:00 882 21:00 702 22:00 529 23:00 310 24:00 222 I Total I z47s41 24-Hour Volume Plot El Camino Real· Between Tamarack Avenue and Kelly Drive 0 "' 0 :i: "' > -0 .. 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 . 750 500 250 0 ,._ "' -• Wednesday, July 26, 2006 El Camino Real Between Tamarack Avenue and Kelly Drive ' <O "' ..,. -;;; ..,. ..,. <O ,._ ·<O <O --- 0 N -- '° <O ,._ -0 '° "' - g g g 'gt N ,._ 0 <O ~ -- c,.. 0 <D '° N ;;; N . -N '° "" ,._ N ,._ ,._ -..,. N -<O <O <O "' --0 <O "' ;:! - N '° '° N 0 ,._ L.,-. Time "' N "' 0 ;;; N N I N I * -Volumes represent combined totals of both directions. -;M lit> . . . -·. ,, ·-- . . . ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot El Camino Real ~ • Between Tamarack Avenue and Kelly Drive 27 End Time Thur 01:00 196 02:00 64 2500 03:00 67 04:00 72 2250 05:00 217 06:00 505 2000 07:00 1086 08:00 1798 1750 09:00 1579 0 m u 1500 10:00 1259 :c m 11:00 1308 > 1250 -12:00 1582 0 .. 13:00 1772 1000 14:00 1754 15:00 1648 750 16:00 1809 17:00 2133 500 18:00 2274 250 "' "' -19:00 1455 20:00 972· 0 I ... "' -. 21:00 765 22:00 594 23:00 388 24:00 274 I Total I 25571 I Thursday, July 27, 2006 El Camino Real Between Tamarack Avenue and Kelly Drive . a, "' ,_ ~ "' ,_ "' ~ a, "' 0 "' "' N ~ "' ~ a, 0 - "' 0 "' ,_ ;;; ,_ N 1-"' ,_ --. N "' ... 0 ,_ "' ~ ,_ ,_ a, N ~ -... a, "' "' -~ . Time ,::. "' N "' N '" "' "' ... ~ "' ,_ "' 8 8 ~ ,. ~ "' "' ,_ ... "' "' a, a, "' ... ,_ N I * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 7 El Camino Real Between Faraday A venue and Palomar Airport Road_ NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... El Camino Real: Faraday Ave to P.A.R. Location Code ............ 7 County ...................... San Diego Recorder Set ............. 7/25/06 00:00 Recording Start ........• 7 /2 6/06 00: 00 Recording End ............ 7 /.28/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8707 Machine Number .......... 20307 Channel. .................... A Divide By ................... 2 Summation .... · ........... ; .. No ,Two-Way ..................... No Wednesday 07/26/06 Channel: A Direction: N 0100 0200,0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 77 28 47 38 265 420 859 1511 1504 977 892 958 1145 1097 1204 1409 1441 1375 841 498 386 321 223 158 17674 36 13 12 4 17 38 144 275 410 269 204 237 282 357 268 316 399 428 234 150 113 90 75 59 19 9 14 7 24 76 196 388 377 230 200 235 292 249 274 373 292 367 230 130 83 74 54 40 12 4 9 13 83 103 207 384 384 229 243 230 269 267 352 350 390 344 212 101 99 83 51 33 10 2 12 14 141 203 312 464 333 249 245 256 302 224 310 370 360 236 165 117 91 74 43 26 AM Peak Hour ......................•.•...... 07:15 to 08:15 1646 vehicles) AM Peak Hour Factor ............. · ........ 88. 7% PM Peak Hour ...........................•... 16:30 to 17:30 1545 vehicles) PM Peak Hour Factor ..................... 90. 2% Thursday 07/27/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 j100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 85 42 42 54 256 399 884 1476 1513 1113 954 1052 1152 1121 1239 1319 1444 1426 886 562 428 341 219 177 18184 22 7 9 8· 17 36 154 267 398 337 268 252 284 293 284 321 383 398 262 146 131 98 61 62 19 14 11 14 30 65 195 339 375 276 223 244 278 306 262 337 329 407 239 161 107 99 53 38 20 11 9 12 77 96 190 409 392 214 232 258 254 255 401 355 367 293 221 136 102 84 56 43 24 10 13 20 132 202 345 461 348 286 231 298 336 267 292 306 365 328 1,64 119 88 60 49 34 AM Peak Hour ................................ 07: 30 to 08:30 1643 vehicles) AM Peak Hour Factor ..................... 89.1% PM Peak Hour ............................... 16: 30 to 17:30 1537 vehicles) PM Peak Hour Factor ..................... 94. 4% Volume Count Report Location ................... El c.amino Real: Faraday Ave to P.A. R. Location Code ............ 7 County ...................... San Diego Recorder Set .............. 7 /25/06 00: 00 Recording Start ......... 7/26/06 00:00 Recording End ............ 7/28/06 00:00 Sample Time ............... 15 Minutes Operator. Number ......... 8707 Machine Number .......... 20307 Channel ........ ; .......... ,. A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/26/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 155 68 53 50 163 476 971 1286 1322 962 892 1094 1218 1224 1245 1339 1440 1716 1099 610 458 312 199 138 18490 86 25 12 8 24 57 151 275 350 260 228 240 332 300 260 321 367 516 360 207 130 79 48 58 28 13 20 13 26 84 202 298 333 242 225 232 317 277 301 318 317 452 295 155 97 90 72 23 22 23 13 11 43 149 271 363 325 248 211 304 275 337 422 389 394 398 237 125 121 83 44 26 19 7 8 18 70 186 347 350 314 212 228 318 294 310 262 311 362 350 207 123 110 60 35 31 AM Pea.k Hour ............................... 07:30 to 08:30 1396 vehicles) AM Peak Hour Factor ..................... 96.1% PM Peak Hour ............................... 16:45 to 17:45 1728 vehicles). PM Peak Hour Factor ...... : .............. 83. 7% Thursday 07/27/06 Channel: A Directiori: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 j100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 159 61 58 50 163 513 924 1332 1296 1066 928 1231 1372 1258 1251 1331 1598 1629 1086 583 . 511 302 226 148 19076 79 22 22 9 24 53 160 292 332 301 241 249 379 308 273 348 455 480 336 163 145 82 70 58 26 15 15 15 20 . 91 189 342 346 236 218 289 370 324 361 296 333 400 285 146 138 75 61 31 26 16 7 9 40 147 257 332 306 255 232 349 292 346 351 373 401 398 251 147 123 75 52 26 28 8 14 17 79 222 318 366 312 274 237 344 331 280 266 314 409 351 214 127 105 70 43 33 AM Peak Hour ... '. ........................... 11:30 to 12:30 1442 vehicles) AM Peak Hour Factor ..................... 95 .1% PM Peak Hour ............................... 16:30 td 17:30 1690 vehicles) PM Peak Hour Factor ..................... 88.0% ) Weekly Summary Report Location ......................... El Camino Real: Faraday Ave to P.A.R. Location Code .................. _7 ' County ............................ San Diego Recorder Set ...........•....... 7 /25/06 00: 00 Recording Start ............... 7/26/06 00:00 Recording End .................. 7/28/06 · 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8707 Machine Nuber .................. 20307 Channel ........................... A Recorder Mode .................. Volume Week Qf July 23, 2006 Channel: A Direction: N End 23 24 25 · 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 77 85 81 81 02:00 28 42 35 35 03:00 47 42 45 45 04:00 38 54 46 46 05:00 265 256 261 261 06:00 420 399 410 410 07:00 859 884 872 872 08:00 1511 1476 1494 1494 09:00 1504 1513 1509 1509 10:00 977 1113 1045 1045 11: 00 892 954 923 923 12:00 958 1052 1005 1005 13: 00 1145 1152 1149 1149 14:00 1097 1121 1109 1109 15:00 1204 1239 1222 1222 16 :00 1409 1319 1364 1364 17:00 1441 1444 1443 1443 18:00 1375 1426 1401 1401 19:00 841 886 864 8 64 20:00 498 562 530 530 21:00 386 428 407 407 22:00 321 341 331 .331 23:00 223 219 221 221 24:00 158 177 168 168 Totals 17674 18184 17929 17929 % Avg Wkday 98.6 101. 4 % Avg Day 98.6 101.4 AM Peak Hour 08:00 09:00 AM Count 1511 1513 PM Peak Hour 17:00 17:00 PM Count 1441 1444 Weekly Summary Report Location ......................... El Camino Real: Faraday Ave to P.A.R. Location Code .................. 7 County ......................... : .. San Diego Recorder Set ................... 7 /25/06 00: 00 Recording Start ............... 7 /26/06 00: 00 Recording End .................. 7 /28/06 00: 00 Sample Time ...... ; .............. 15 Minutes Operator Number ............... 8707 Machine Nuber .................. 20307 Channel ........................... A Recorder Mode ................. :volume Week of July 23, 2006 Channel: A Direction: s End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 155 159 157 157 02:00 68 61 65 65 03:00 53 58 56 56 04:00 50 50 50 50 05:00 163 163 163 163 06:00 476 513 495 495 07:00 971 924 948 948 08:00 1286 1332 1309 1309 09:00 1322 1296 1309 1309 10:00 962 1066 1014 1014 11:00 892 928 910 910 12:00 1094 1231 1163 1163 13:00 1218 1372 1295 1295 14:00 1224 1258 1241 1241 15:00 1245 1251 1248 1248 16:00 1339 1331 1335 1335 17:00 1440 1598 1519 1519 18:00 1716 1629 1673 1673 19:00 1099 1086 1093 1093 20:00 610 583 597 597 21:00 458 511 485 485 22:00 312 302 307 307 23:00 199 226 213 213 24:00 138 148 ·143 1.43 Totals 18490 19076 18783 18783 % Avg Wkday 98.4 101.6 % Avg Day 98.4 101.6 AM Peak Hour 09:00 08:00 AM Count 1322 1332 PM Peak Hour 18:00 18:00 PM Count 1716 1629 I Transportation Division 24-Hour Volume Plot EL Camino Real . Between Faraday Avenue and Palomar Airport Road 26 End Time Wed 01:00 232 02:00 96 3500 03:00 100 04:00 88 3250 05:00 428 3000 06:00 896 2750 07:00 1830 2500 08:00 2797 09:00 2826 "' 2250 " 10:00 1939 u :E 2000 " 11:00 1784 > 1750 -12:00 2052 13:00 2363 0 .. 1500 14:00 2321 1250 15:00 2449 1000 16:00 2748 750 17:00 2881 18:00 3091 500 N "' 19:00 1940 20:00 1108 250 0 N J 21:00 844 22:00 633 23:00 422 24:00 296 Total I 36164 I Wednesday, July 26, 2006 El Camino Real Between Faraday Avenue and Palomar Airport Road "' N .., I 0 ·~ 0 ·o, -"' "' ·-- <D C> "' 8 :g o:-. "' "' -. r--C> r--N <D N "' N 8 m 0 C> "' C> ..; -"' r--- -C> 0 ;;; "' "' "' .., r--N N C> "' .., <D ;;; .., "' N N "' N N "' 0 0 N .., C> - "' 0 --.., .., "' "' "' <D N N <D .., lj Time * -Volumes represent combined totals-of both directions. ENGINEERING COMPANY ii ¥.Ye?t "'··F"5k·±fi Transportation Division 24-Hour Volume Plot EL Camino Real ~ • Between Faraday Avenue and Palomar Airport Road 27 End Time Thur 01:00 244 02:00 103 03:00 100 04:00 104 05:00 419 06:00 912 07:00 1808 08:00 2808 09:00 2809 10:00 2179. 11:00 1882 12:00 2283 13:00 2524 14:00 2379 15:00 2490 16:00 2650 17:00 3042 18:00 3055 19:00 1972 20:00 1145 21:00 939 22:00 643 23:00 445 24:00 325 I Total I 37250 I Thursday, July 27, 2006 El Camino Real Between Faraday Avenue and Palomar Airport Road 3500 ,---------------------------------------, 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 ~ M 250 I ~ . . -0 N '" "' 0 "' N '" 0 "' N '" ,._ -N N "' "' - l;l N N Time 0 "' (0 N "' "' 0 "' g as '" "' '" "' .,. "' ______,_ll D D ~ .> * -Volumes represent combined totals of both directions. CITY OF CARLSBAD· TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 8 El Camino Real Between Camino Vida Roble and Cassia Road NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Trans1JOrtation Division '" Page 1 2 3 4 5 6 Volume Count Report Location ................... El Camino Real: Cam. Vida Roble to Cassia Rd. Lc°cation Code ............ 8 County .......•.............. San Diego Recorder Set ............. 7 /10/06 00: 00 Recording Start ......... 7/11/06 00:00 Recording End ............ 7 /13/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8708 Machine Number .......... 20308 Channel ..................... A Divide By ................... 2 Summation .................. No Two-Way ...... , •............. No Tuesday 07/11/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 140015001600 1700 1800 1900 2000 2100 2200 2300 2400 Totals · 58 45 24 36 71 206 533 1201 1230 1008 822 900 1146 1099 943 919 928 961 654 513 380 352 196 117 14342 15 10 7 8 -12 33 72 206 313 301 215 225 258 280 228 222 257 223 174 138 100 102 75 41 21 · 13 3 9 11 41 108 280 328 . 237 201 226 258 283 239 232 209 261 179 144 85 87 53 31 16 11 12 11 16 54 151 295 287 233 215 216 315 274 244 227 230 247 160 132 93 83 37 34 6 11 2 8 32 78 202 420 302 237 191 233 315 262 232 238 232 230 141 99 102 80 31 11 AM Peak Hour ................ .-.............. 07: 30 to 08:30 1356 vehicles·) AM Peak Hour Factor ..................... 80. 7% PM Peak Hour ............ , .................. 12: 30 to 13: 30. 1193 vehicles) PM Peak Hour Factor .........•........... 94. 7% Wednesday 07/12/06 Channel: A Direction: N .,,. 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 -2300 2400 Totals 45 46 19 33 71 200 502 1180 1232 1044 799 821 1023 1144 956 990 941 1003 726 521 384 330 204 121 14335 13 8 6 3 8 23 76 197 335 302 232 197 214 -289 208 235 248 260 166 166 117 101 62 37 13 9 4 10 15 42 112 288 312 278 176 193 264 290 260 268 228 256 191 141 88 86 57 34 12 1.1 8 11 17 54 135 313 286 222 205 179 251 273 252 245 239 255 181 116 77 78 45 32 7 18 9 31 81. 179 382 299 242 186 252 294 292 236 242 226 232 188 98 102 65 40 18 AM .Peak Hour ............................... 07: 30 to 08:30 1342 vehicles) AM Peak Hour Factor ..................... 87. 8% PM Peak Hour ............................... 12:45 to 13:45 1146 vehicles) PM Peak Hour Factor ..................... 97. 4% Volume Count Report Location ................... El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code ............ 8 , County ...................... San Diego Recorde.r Set ............. 7 /10/06 00: 00 Recording Start .......... 7 /11/06 00: 00 Recording End ............ 7 /13/06' 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8708 Machine Number .......... 20308 Channel. .................... A Divide By ....... : .......... 2 Summation .................. No Two-Way ..................... No Tuesday 07/11/06 Channel: A ·Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 57 43 48 41 79 207 610 837 864 779 788 1019 1137 1039 938 1031 1334 1730 1081 662 433 327 194 102 15380 16 13 12 14 16 22 102 217 215 209 204 229 336 300 251 249 325 422 328 209 114 86 55 40 10 8 18 11 16 36 125 207 218 202 192 225 312 254 227 266 295 461 263 168 117 98 62 22 19 11 5 7 22 53 182 238 244 187 190 305 256 256 227 251 343 446 244 147 101 76 36 12 12 11 13 9 25 96 201 175 187 181 202 260 233 229 233 265 371 401 246 138 101 67 41 28 AM Peak Hour ............................... 11: 3.0 to 12:30 1213 vehicles) AM Peak Hour Factor ..................... 90. 3% PM Peak Hour ................................ 17: 00 to 18:00 1730 vehicles) PM Peak Hour Factor ..................... 93.8% Wednesday 07/12/06 Channel: A Direction: s 0100 0200 0~00 0400 0500 0600.0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 23ll0 2400 Totals~ 78 33 41 39 79 187 611 861 950 823 745 991 1229 1019 922 1009 1399 1712 .1028 666 419 380 209 114 15544 18 11 9 9 12 17 101 216 206 217 181 222 324 251 235 239 324 453 305 221 124 126 75 42 24 4 14 10 20 33 133 176 239 188 184 226 333 280 215 243 327 457 242 161 113 105 56 30 20 8. 9 8 22 33 192 242 275 179 195 251 296 240 242 270 338 421 247 127 103 87 49 19 16 10 9 12 25 104 185 227 230 239 185 292 276 248 230 257 410 381 234 157 79 62 29 23 AM Peak Hour ............................... 11: 30 to 12:30 1200 vehicles) AM ·Peak Hour Factor ..................... 90.1% PM Peak Hour ............................... 16:45 to 17:45 1741 vehicles) PM Peak Hour Factor ..... · ................ 95.2% Weekly Summary Report Location ......................... El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code .................. 8 County ............................ San Diego Recorder Set ................... 7/10./06 00:00 Recording Start ............... 7/11/06 00:00 Recording End .................. 7 /13/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8708 Machine Nuber .................. 20308 Channel. .......................... A I<.ecorder Mode .................. Volume Week of July 9, 2006 Channel: A Direction: N End 09 10 11 12 13 14 15 Wkday Daily Time · Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 58 45 52 52 02:00 45 46 46 46 03 :00 24 19 22 22 04:00 36 33 35 35 05:00 71 71 71 71 06:00 206 200 203 203 07:00 533 502 518 518 08:00 1201 1180 1191 1191 09:00 1230 1232 1231 1231 10:00 1008 1044 1026 1026 11:00 822 799 811 811 12:00 900 821 861 861 13:00 1146 1023 1085 1085 1~:00 1099 1144 1122 1122 15:00 943 956 950 950 16: 00 · 919 990 955 955 17:00 928 941 935 935 .,.18:00 961 1003 982 982· · 19 :00 654 726 690 690 20:00 513 521 517 517 21:00 380 384 382 3.82 22:00 352 330 341 341 23:00 196 204 200 200 24:00 117 121 119 119 Totals 14342 14335 14339 14339 % Avg Wkday 100.0 100.0 % Avg Day 100.0 100.0 AM Peak Hour 09:00 09:00 AM Count 1230 1232 PM Peak Hour 13:00 14:00 PM Count 1146 1144 · Weekly Summary Report Location ......................... El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code .................. 8 County ............................ San Diego Recorder Set ................... 7 /10/06 00: 00 Recording Start ............... 7 /11/06 00: 00 Recording End .................. 7/13/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8708 Machine Nuber .................. 20308 Channel. .......................... A Recorder Mode .................. Volume Week of July 9' 2006 Channel: A Direction: s End 09 10 11 12 13 14 is Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 57 78 68 68 02:00 43 33 38 38 03:00 48 41 45 45 04:00 41 39 40 40 05:00 79 79 79 79 06:00 207 187 197 197 07:00 610 611 .611, 611 08:00 837 861 849 849 09:00 864 950 907 907 10:00 779 823 801 801 11:00 788 745 767 767 12:00 1019 991 1005 1005 13:00 1137 1229 1183 1183 14:00 1039 1019 1029 1029 15:00 938 922 930 930 16:00 1031 1009 1020 1020 17:00 1334 1399 1367 1367 18:00 1730 1712 1721 1721 b· 19:00 1081 1028 · 1055 1055 20:00 662 666 664 664 21:00 433 419 426 426 22:00 327 380 354 354 23:00 194 209 ·202 202 24:00 102 114 '108 108 Totals 15380 15544 . 154 62 15462 % Avg Wkday 99.5 100.5 % Avg Day 99.5 100.5 AM Peak Hour 12:00 12:00 AM Count 1019 991 PM Peak Hour 18:00 18:00 PM Count 1730 1712 I ENGINEERING COMPANY Tran~portation Division 24-Hour Volume Plot El Camino Real • Between Camino Vida Roble and Cassia Road 11 End Time Tue 01:00 115 02:00 88 03:00 72 04:00 77 05:00 150 06:00 413 07:00 1143 08:00 2038 09:00 2094 10:00 1787 11:00 1610 12:00 1919 13:00 2283 14:00 2138 15:00 1881 16:00 1950 17:00 2262 18:00 2691 19:00 1735 20:00 1175 21:00 813 22:00 679 23:00 390 24:00 219 Total I 29n21 3250 3000 2750 2500 2250 ., ., 2000 Q :E ~ 1750 -0 .. 1500 1250 1000 750 500 250 0 ' "' --• "' "' • '• < ' Tuesday, July 11, 2006 El Camino Real Between Ca.mine Vida Roble and Cassia Road "' "" ..,. "' "" 0, N "' 0. 0, 0 "" "' > ,-. '" "' -,-. -0 -<D - "' ..,. - "' ;;: 0 "' "' ,-. -,-. '.: ■ - ' Time "' <D "" "' "' "' " 0 -"' "' 0, "' -- ' ...,_ '" <D "' g iri "' "' ,-. - "' ,-. -- "' -"' 0, ,-. <O - 0 0, "' 0, I " I * • Volumes represent combined totals of both directionS. I ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot El Camino Real • Between Camino Vida Roble and Cassia Road 12 End Time Wed 01:00 123 02:00 79 03:00 60 04:00 72 05:00 150 06:00 387 07:00 1113 08:00 2041 09:00 2182 10:00 1867 11:00 1544 12:00 1812 13:00 2252 14:00 2163 15:00 1878 16:00 1999 17:00 2340 18:00 2715 19:00 1754 20:00 1187 21:00 803 22:00 710 23:00 413 24:00 235 Total I 29s79 I 0 m u :2. m > -0 .. 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 "' ~ ■ ' 'Wednesday, July 12, 2006 ; El Camino Real Between Camino Vida Roble and Cassia Road "' ;:: N 0 N ... N "' "" "' "' N <O N ' ::;: ;;; N ;;; "' 0 ,_ "' "' N "' ' <O N ,_ -... "' .; "' --"' ... ,_ -... "' -,_ "' "' --;: - "' 0 0 ., ;:: ,_ "' "' ::;: "' "' 0 I I .i "' "' 0 N ,_ <O ,_ ■ --- ~ 8 8~8~&~8~8§8~8gj,.88N~ gjg·-~:-•:;!-:•~~~u,~N ~" Time * • Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 9 El Camino Real Between Arenal Road and Costa Del Mar Road ' NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division '" Page 1 2 3 4 5 6 Volume Count Report Location ... ·., .............. El Camino Real: Arenal to Costa Del Mar Location Code ............ 9 County ...................... San Diego Recorder Set ............. 7/17/06 00:00 Recording Start ......... 7/18/06 00:00 Recording End, ........... 7 /20/06 00: 00 Sample Time ....... : ....... 15 Minutes Operator Number ......... 8709 Machine Number ......... ; 20309 Channel ......•.............. A Divide. By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/18/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 89 57 36 29 59 208 675 1206 1293 1197 1257 1260 1486 1576 1512 1732 1806 1953 1621 1216 950 743 490 284 22735 21 11 8 8 9 30 94 238 332 287 312 294 366 417 355 413 439 442 408 334 288 203 152 100 31 17 . 7 8 11 44 137 278 341 274 309 312 374 393 409 449 455 592 421 319 244 186 125 70 19 16 13 3 15 47 194 298 287 328 329 340 359 389 339 450 426 460 404 282 205 197 126 64 s 18, 13 8 10 24 87 250 392 333 308 307 . 314 387 377 409 420 486 459 388 281 213 157 87 50 AM Peak Hour ............................... 11:30 to 12:30 1394 vehicles) AM Peak Hour Factor ..................... 93.2% PM Peak Hour ................................ 16: 45 to 17.: 45 1980 vehicles) PM Peak Hour Factor ..................... 83.6% Wednesday 07/19/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 132 75 52 40 69 188 604 1133 1263 1276 1182 1249 1443 1381 1428 1674 1842 1964 1625 1322 1038 794 546 286 22606 49 16 12 10 16 20 66 233 325 310 303 315 312 343 329 389 472 481 477 362 298 218 181 86 36 25 17 9 12 39 132 258 306 337 296 331 394 329 338 394 445 523 381 365 281 213 132 94 28 22 14 14 12 38 192 296 296 322 275 281 352 367 393 463 436 482 429 299 234 189 137 48 19 12 9 7 29 91 214 346 336 307 308 322 385 342 368 428 489 478 338 296 225 174 96 58 AM Peak Hour, .. , ..... , .............. , ...... 11: 30 to 12:30 1309 vehicles) AM Peak Hour Factor ..................... 83 .1% PM Peak Hour ............ , ................... 16:45 to 17:45 19'75 vehicles) PM Peak Hour Factor ............... ; ..... 94. 4% I \_ Volume Count Report Location ................... El Camino Real: Arenal' to Costa Del Mar Location Code ... · ......... 9 County ...................... San Diego .Recorder Set ............. 7/17/06 00:00 Recording Start ......... 7/18/0.6 00:00 Recording End ............ 7/20/06 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8709 Machine Number .......... 20309 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/18/06 Channel: A · Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 55 32 36 48 151 402 1187 1794 1933 1513 1413 1584 1531 1419 1470 1769 1689 2067 1488 880 634 456 287 132 23970 28 10 6 9 25 64 215 420 434 395 349 357 388 357 348 422 367 544 462 258 165 130 114 43 19 11 5 12 10 33 83 271 460 526 388 353 407 410 366 367 416 465 503 , 415 227 151 131 76 32 23 10 7 10 11 30 108 335 427 511 372 339 407 349 360 411 478 409 563 298 211 169 107 53 38 20 6 10 8 18 63 147 366 487 462 358 372 413 384 336 344 453 448 457 313 184 149 88 44 19 23 AM Peak Hour ............................... 07: 45 to 08:45 1958 vehicles) AM Peak Hour Factor ..................... 93 .1% PM Peak Hour ............................... 17: 00 to 18:00 2067 vehicles) PM Peak Hour Factor ..................... 91.8% Wednesday 07/19/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 85 52 40 57 147 360 1149 1729 1833 1608 1466 1774 1758 1573 1659 1736 1764 2101 1491 943 650 423 305 167 24870 19 16 9 9 20 56 203 393 444 429 361 445 435 354 438 413 423 466 414 287 198 113 107 55 27 23 15 9 8 31 60 248 453 468 387 379 418 446 364 413 412 467 615 391 252 156 121 84 36 17 20 8 15 19 47 104 349 449 438 368 365 479 416 427 401 468 420 515 342 195 146 89 67 45 21 23 13 7 21 49 140 349 434 483 424 361 432 461 428 407 443 454 505 344 209 150 100 47 31 18 AM Peak Hour ............................... 08:00 to 09:00 1833 vehicles) AM Peak Hour Factor ..................... 94. 9% PM Peak Hour ............................... 17: 00 to 18:00 2101 vehicles) PM Peak Hour Factor ..................... 85.4% Weekly Summary Report Location .......................... El Camino Real: Arenal to Costa Del Mar Location Code ...............•.. 9 County ............................ San Diego Recorder Set ................... 7/17/06 00:00 Recording Start ............... 7 /18/06 00: 00 Recording End .................. 7 /20/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8709 Machine Nuber .................. 20309 Channel. .......................... A Recorder Mode .................. Volume Week of July 16, 2006 Channel: A Direction: N End 16 17 18 19 20 . 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 89 132 111 111 02:00 57 75 66 66 03:00 36 52 44 44 04:00 29 40 35 35 05:00 59 69 64 64 06:00 208 188 198 198 07:00 675 604 640 640 08:00 1206 1133 1170 1170 09:00 1293 1263 1278 1278 10:00 1197 1276 1237 1237 11:00 1257 1182 1220 1220 12:00 1260 1249 1255 1255 13:00 1486 1443 1465 1465 14:00 1576 1381 1479 1479 15:00 1512. 1428 1470 1470 16:00 1732 1674 1703 1703 17:00 1806 1842 1824 1824. 18:00 1953 1964 1959 1959 19:00 1621 1625 1623 1623 20:00 1216 1322 1269 1269 21:00 950 1038 994 994 22:00 743 794 769 769 23:00 490 546 518 518 24:00 284 2.86 285 285 Totals 22735 22606 22671 22671 % Avg Wkday 100.3 99.7 % Avg Day 100.3 99.7 AM Peak Hour 09:00 10:00 AM Count 1293 1276 PM Peak Hour 18:00 18:00 PM Count 1953 1964 Weekly Summary Report Location ......................... El Camino Real: Arenal to Costa Del Mar Location Code .................. 9 County ............................ San Diego .Recorder Set ........... : ....... 7/17/06 00:00 Recording Start ............... 7 /18/06 00: 00 Recording End .................. 7/20/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8709 Machine Nuber, ................. 20309 Channel., ......................... A Recorder Mode, ................. Volume Week of Jul.y 16, 2006 Channel: A Direction: S End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 55 85 70 70 02:00 32 52 42 42 03:00 36 40 38 38 04:00 48 57 53 53 05:00 151 147 149 149 06:00 402 360 381 381 07:00 1187 1149 1168 1168 08:00 1794 1729 1762 1762 09:00 1933 1833 1883 1883 10:00 1513 1608 1561 1561 11:00 1413 1466 1440 1440 12:00 1584 1774 1679 1679 13:00 1531 1758 1645 1645 14:00 1419 1573 1496 1496 15:00 1470 1659 1565 1565 16:00 1769 1736 1753 1753 17:00 1689 1764 1727 1727 18:00 2067 2101 2084 2084 19:00 1488 1491 1490 1490 20:00 880 943 912 912 21:00 634 650 642 642 22:00 456 423 440 440 23:00 287 305 296 296 24:00 132 167 150 150 Totals 23970 24870 24420 24420 % Avg Wkday 98.2 101. 8 % Avg Day 98.2 101. 8 AM Peak Hour 09:00 09:00 AM Count 1933 1833 PM Peak Hour 18:00 18:00 PM Count 2067 2101 I Transponation Division 24-Hour Volume Plot El Camino Real • Between Arenal Road and Costa Del Mar Road 18 End Time Tue 01:00 144 02:00 89 4500 03:00 72 4250 04:00 77 4000 05:00 210 3750 06:00 610 3500 07:00 1862 3250 08:00 -3000 3000 09:00 3226 10:00 2710 11:00 2670 12:00 2844 '" " 2750 u :c 2500 " > 2250 0 .. 2000 13:00 3017 1750 14:00 2995 1500 15:00 2982 1250 16:00 3501 1000 17:00 3495 750 18:00 4020 19:00 3109 500 250 .,. .,. "' --"' 20:00 2096 0 --. 21:00 1584 22:00 1199 23:00 777 24:00 416 Total I 46705 I Tuesday, July 18, 2006 El Camino Real Between Arena! Road and Costa Del Mar Road 0 0 0 "' N <D "' - 0 ;;; 0 "' ,-. '" I'--,-. ■ <D "' "' "' 0 0 ;:: I'-- "' <D "' g .,. .,. "' "' I'-- 0 "' g ;; Time 0 "' 0 .,. -"' 0 "' "' .,. "' "' "' "' "' "' "' "' "' "' ~ '-,-~ "' 0 ;;; <D "' 0 N .,. "' "' - ? " "' "' ;:: I'--I'--I'-- ~ 8 g ~ -~ <D :; _J * -Volumes represent combined totals of both directions. 111:rm ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot El Camino Real . ~ \tr, Between Arenal Road and Costa Del Mar Road Wednesday, July 19, 2006 19 End Time Wed El Camino Real Between Arenal Road and Costa Del Mar Road 01:00 217 02:00 127 03:00 92 04:00 97 4500 '° <O 4250 0 .,,.. ... 4000 "' 05:00 216 06:00 548 07:00 1753 08:00 2862 09:00 3096 10:00 2884 0 3750 0 <O ;;: "' ~ 3500 <O 0 r--"' <O '" "' N ... 00 ~ 3250 0 ... N "' 0 ;;; N "' 0 '° "' <O 00 "' '" 3000 00 00 00 N N N ... 0 " "' 0 2750 N . '° :c 2500 "' " N 11:00 2648 12:00 3023 13:00 3201 > N 2250 0 "' 00 2000 '° "" r--00 ~ "' 1750 . ~ 14:00 2954 15:00 3087 r--1500 '" 1250 ~ 16:00 3410 1000 ;;; 00 17:00 3606 18:00 ·4065 750 00 ... "' '° '° 500 r--"' ... 19:00 3116 20:00 2265 '" r--'" I 250 N N r-- I ~ '" 0, ■ ---0 . 21:00 1688 22:00 1217 0 0 0 0 0 0 ~ 0 8 0 0 0 0 i 0 8 0 0 0 0 ·s 0 0 8 9. 9. 9. 9. 0 ~ 0 0 ~ o· 0 0 0 0 9. 0 9. ~ 0 ::: M ,'! ,;; '" '" g i-J Co . ,n ~ ~ '" ~ 0 " N V 0 0 0 0 0 N N N N 23:00 851 Time 24:00 453 I Total j 47476 I • -VOiumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY I Number: Location: Contents: 10 El Camino Real Between La Costa A venue and Levante Street NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division '" Page 1 2 3 4 5 6 Volume Count Report Location .. , ................. El Camino Real: La. Costa Ave to Levante St Location Code ............ 10 County ...................... San Diego Recorder Set ............. 7/17/06 00:00 Recording Start ......... 7 /18/06 00: 00 Recording End ............ 7 /20/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8710 Machine Number .......... 20310 Channel ..................... A Divide By .......... ; ....... 2 Summation .................. No Two-Way ..................... No Tuesday 07/18/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 49 27 20 17 35 114 349 772 927 917 1047 1110 1298 1287 1287 1418 1480 1458 1133 865 659 471 263 131 · 17134 13 7 6 9 19 54 130 216 224 266 245 311 313 335 364 365 348 284 237 172 156 76 38 18 12 4 5 8 25 88 196 212· 222 244 261 329 326 323 346 388 457 311 232 183 115 70 33 8 2 7 7 26 92 204 286 246 264 302 308 321 277 381 344 313 261 198 148 · 111 66 33 10 6 8 5 11 44 115 242 213 225 273 302 350 327 352 327 383 340 277 198 156 89 51 27 AM Peak Hour .................... : .......... 11 : 3 0 to 12:30 1244 vehicles) AM Peak Hour Factor ..................... 94. 5% PM Peak Hour .......•....................... 16:30 to 17:30 1532 vehicles) PM Peak Hour Factor.· .•.................. 83. 8% Wednesday 07/19/06 Channel: A Direction: N 0100 0200 0300 0400 0500 oaoo·otoo 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 55 38 18 17 43 101 328 754 878 954 ~1•101~101~1•1~1w 903 762 515 283 126 17242 21 12 4 3 13 14 51 138 194 239 234 277 302 320 303 356 370 395 327 270 187 146 94 37 13 10 4 4 8 22 77 147 205 231 248 266 335 291 311 314 391 390 252 225 207 142 74 36 10 9 6 6 8 24 98 214 226 254 257 262 332 336 342 412 331 377 284 208 170 122 · 68 22 11 7 4 4 .14 41 102 255 253 230 245 284 337 307 350 352 402 341 234 200 198 105 47 31 AM Peak Hour ............................... 11:30 to 12:30 1183 vehicles) AM Peak Hour Factor ..................... 88. 3% PM Peak Hour ............................... 16:45 to 17:45 1564 vehicles) PM Peak Hour Factor ..................... 97·.3% Volume Count Report Location ................... El Camino Real: La Costa Ave to Levante St Location Code ............ 10 County ........ · .............. San Diego Recorder Set ............. 7/17/06 00:00 Recording Start ......... 7 /18/06 00: 00 Recording End ............ 7 /20/06 00: 00 Sample Time., .............. 15 Minutes Operator Number ......... 8710 Machine Number .......... 20310 Channel ..................... A Divide By .... · .............. 2 Summation .................. No Two-Way ..................... No . Tuesday 07/18/06 ·Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 42 33 24 33 66 151 766 1392 1604 1265 1164 1248 1243 1183 1171 1227 1282 1444 1082 737 549 363 199 . 113 18381 14 8 8 7 17 18 77 286 357 337 298 294 320 312 278 278 305 328 319 221 140 116 71 36 7 6 6 5 11 22 160 344 424 333 264 315 338 320 287 325 329 388 288 191 149 103 . 63 27 13 11 6 12 12 39 246 367 402 271 304 332 310 291 308 307 312 371 266 181 135 76 30 33 8 8 4 9 26 72 283 395 421 324 298 307 275 260 298 317 336 357 209 144 125 68 35 17 AM Peak Hour ........... ; ................... 08: 00 to 09:00 1604 vehicles) AM Peak Hour Factor ..................... 94. 6% PM Peak Hour ............................... 17.: 00 to 18:00 1444 vehicles) PM Peak Hour Factor ..................... 93. 0% Wednesday 07/19/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700·0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 60 42 32 36• 53 136 724 1412 1532 1330 1153 1311 1478 1430 1377 1292 1346 1495 1144 811 549 344 229 120 19436 17 11 8 10 6 18 102 313 366 323 293 312 359 347 343 327 302 308 281 228 156 88 80 36 13 16 8 4 11 20 133 356 356 324 291 321 361 328 390 312 395 463 293 ·201 153 100 61 26 14 5 10 10 15 29 202 360 361 352 255 339 349 345 322 327 298 356 292 172 121 73 51 30 16 10 6 12 21 69 287 383 449 331 314 339 409 410 322 326 351 368 278 204 119 83 . 37 28 AM Peak Hour ............................... 08: 00 to 09:00 1532 vehicles) AM Peak Hour Factor ..................... 85. 3% PM ·Peak Hour ............................... 1 7 : 0 0. to 18:00 1495 vehicles) PM Peak Hour Factor ..................... 80. 7% " Weekly Summary Report L9cation ................ : ........ El Camino Real: La Costa Ave to Levante St Location Code .................. 10 County ............................ San Diego Recorder Set ................... 7 /17 /06 oo·: 00 Recording Start ............... 7 /18/06. 00: 00 Recording End .................. 7 /20/06 00: 00 Sample Time,.,,,,,,,,,,.,, .. , .. , 15 Minutes Operator 't-Jumber ........ ; ...... 8710 Machine Nuber .................. 20310 Channel.., .. ,,.,,,,;,,, ........... A Recorder Mode, ................. Volume Week of July 16, 2006 Channel: A Direction: N End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 49 55 52 52 02:00 27 38 33 33 03:00 20 18 19 19 04:00 17 17 17 17 05:00 35 43 39 39 06:00 114 101 108 108 07:00 349 328 339 339 08:00 772 . 754 763 763 09:00 927 878 903 903 10:00 9.17 954 936 .936 11:00 1047 984 1016 1016 12:00 1110 1089 1100 1100 13:00 1298 1306 1302 1302 14:00 1287 1254 1271 1,271 15:00 1287 . 1306 1297 1297 16: 00 . 1418 1434 1426 1426 17: 00 · 1480 1494 1487 1487 18:00 'C ~--1458 1503 1481 1481 19:00 1133 1097 1115 1115 20:00 865 903 884 884 21:00 659 762 711 711 22:00 471 515 493 493 23:00 263 283 273 273 24:00 13,1 126 129 129 Totals 17134 17242 17188 17188 % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 AM Peak Hour 12:00 12:00 AM Count 1110 1089 PM Peak Hour 17:00 18:00 PM Count 1480 1503 Weekly Summary Report Location, ........................ El Camino Real: La Costa Ave to Levante St Location Code .. ; ............. :. 10 County, .. , ...................... :. San Diego . Recorder Set .................... 7 /17 /06 00: 00 Recording Start .............. ,7/18/06 00:00 ·Recording End .................. 7/20/06 00:00 Sample Time .................... , 15 Minutes Operator Number ............... 8710 Machine Nuber .................. 20310 Channel .... , .... ,,, .. ,, .... , .. , .. , A Recorder Mode, ................. Volume Week of July 16, 2006 Channel: A Direction: S· End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 42 60 51 51 02:00 33 42 38 38 03:00 24 32 28 28 ,04: 00 33 36 35 35 05:00 66 53 60 60 :0 6: 00 151 0136 144 144 07:00 766 724 745 745 08:00 1392 1412 1402 1402 09:00 1604 1532 1568 1568 ·10: 00 1265 133Q 1298 1298 11: 00 1164 1153 1159 1159 12:00 1248 1311 1280 1280 13:00 1243 1478 1361 1361 14:00 1183 1430 1307 1307 15:00 1171 1377 1274 1274 16:00 1227 1292 1260 1260 17:00 1282 1346 1314 1314 · 18: 00 .,-.1444 1495 1470 1470 19:00 1082 1144 1113 1113 20:00 737 811 774 774 21:00 549 549 549 549 22:00 363 344 354 354 23:00 199 229 214 214 24:00 113 120 117 117 Tota·ls 18381 19436 18909 18909 % Avg Wkday 97.2 102.8 % Avg Day 97.2 102.8 AM Peak Hour 09:00 09:00 AM Count 1604 1532 PM Peak Hour 18:00 18:00 PM Count 1444 1495 I ENGINEERING COMPANY Transponarion Division 24-:Hour Volume Plot El Camino Real ~ • Between La Costa Avenue and Levante Street 18 End Time Tue 01:00 91 02:00 60 3500 03:00 44 04:00 50 3250 ,. 05:00 101 3000 06:00 265 2750 07:00 1115 2500 08:00 2164 09:00 2531 U) 2250 ~ 10:00 2182 u ,: 2000 11:00 2211 ~ 1750 -12:00 2358 13:00 2541 0 ,,. 1500 14:00 2470 1250 15:00 2458 1000 16:00 2645 750 17:00 2762 18:00 2902 500 19:00 2215 20:00 1602 250 0 ;;; 0 "' - 21:00 1208 22:00 834 23:00 462 24:00 244 Total 13ss1s1 Tuesday, July 18, 2006 El Camino Real Between La Costa Avenue and Levante Street ... ... 0 " 8 0 0 -"' -- "' --- "' "' N L ... "' ;;; ;;; "' N 8 iri 0 -N "' ;;; ;;; N "' "' "' N 0 " " ::; "' N Time 0 ..... ... N "' "' ... N "' ... "' N 0 0 ~ N 0 N m "' N ..... N "' ;;; N . N 0 "' - 0 0 ~ "' 0 N -... "' "' N "' .., ... ... N I 0 0 ~ * -Volumes represent combined totals of both directions. ENGINEERING COMPANY Transportation DivlSion 24-Hour Volume Plot El Camino Real . ' ~ w Between La Costa Avenue and Levante Street 19 End Time Wed 01:00 115 02:00 80 3500 03:00 50 3250 04:00 53 05:00 96 3000 06:00 237 2750 07:00 1052 2500 08:00 2166 09:00 2410 0 2250 " 10:00 2284 0 :c 2000 " 11:00 2137 > 1750 -12:00 2400 0 "' 1500 13:00 2784 14:00 2684 1?50 15:00 2683 1000 16:00 2726 750 17:00 2840 18:00 2998 500 "' 19:00 2241 250 --20:00 1714 0 -21:00 1311 22:00 859 23:00 512 24:00 246 I Total I 36678 I Wednesday, July 19, 2006 El Camino Real Between La Costa.Avenue and Levante Street 0 "' -0 "' -g 8 "' "' "' "' - 0 ::; .... <D N "' N "' N ;:; N "' 0 - .... "' N I "' "' 0 "' .... <D .... N "' .... "' N "' .... "' "' N N .... <D <D N N N 0 0 ..,. ::; N .... "' N -N N ..,. ;:: --;;; - "' "' "' Time N ;;; "' .... N I • -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 11 El Camino Real Between Levante Street and Calle Barcelona NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division '" Page 1 2- 3 4 5 6 Volume Count Report Location ................... El Camino Real: Levante to Calle Barcelona Location Code ............ 11 County ...................... San Diego Recorder Set ............. 7 /17 /06 00: 00 Recording,Start ......... 7/18/06 00:00 Recording End ............ 7/20/06 00:00 Sample Time ............... 15 Minute.s Operator Number ......... 8711 Machine Number .......... 20311 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/18/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1.100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 57 29 24 17 31 89 319 697 862 874 1057 1116 1347 1295 1326 1488 1506 1511 1215 916 694 531 280 146 17427 18 8 . 7 8 14 52 122 203 214 271 250 350 301 349 360 373 364 331 247 168 188 84 39 15 13 5 6 7 18 74 171 194 212 249 277 335 332 341 369 372 470 318 266 206 107 71 41 11 2 9 8 21 83 193 264 239 272 286 293 337 298 393 382 338 290 185 154 130 71 37 13 6 9 3 8 36 110 211 201 209 265 303 369 325 338 366 379 339 276 218 166 106 54 29 AM Peak Hour ............................... 11: 30 to 12:30 1274 vehicles) AM Peak Hour Factor ..................... 91.0% PM Peak Hour ............................... 16:30 to 17:30 i595 vehicles) PM Peak Hour Factor ........ : ............ 84.8% Wednesday Q?/19/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 59 36 19 16 36 89 316 680 804 921 952 1088 1347 1272 1304 1499 1518 1581 1159 949 821 549 306 134 17455 20 13 4 2 8 13 44 121 164 238 217 275 324 327 299 352 385 424 339 266 204 156 101 36 15 9 4 4 8 17 72 132 200 224 246 266 328 299 333 331 371 408 270 243 210 151 84 41 13 8 6 5 7 21 97 187 206 251 243 268 330 363 340 416 394 416 287 233 188 137 67 27 11 6 5 5 13 38 103 240 · 234 208 246 279 365 283 332 400 368 333 263 207 219 105 54 30 AM Peak Hour ............................... 11: 30 to 12:30 1199 vehicles) AM Peak Hour Factor ..................... 91.4% PM Peak Hour ............................... 16: 45 to 17:45 1616 vehicles) PM Peak Hour Factor ..................... 95. 3% Volume Count Report Location ................... El Camino Real: Lev ante to Calle Barcelona Location Code ............ 11 County ..................... ;san Diego Recorder Set ............. 7/17/06 00:00 · Recording Start ......... 7 /18/06 00: 00 Recording End ........ .' ... 7 /20/06. 00: 00 Sample Time ............... 15 Minutes Operator Number .......... 8711 Machine Number .......... 20311 Channel .......... ; .......... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/18/06 Channel: A Direction: S 0100 0200 030_0 0400 0500 0600 0700 0800 0900 1000 1100 1200 130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 34 29 -26 30 69 160 730 · 1425 1623 1290 1212 1241 1276 1215 1162 1240 1229 1432 1110 716 541 340 196 106 1.8432 11 8 8 7 17 22 79 300 359 348 315 281 349 317 260 303 318 302 333 217 145 105 77 28 5 6 '6 6 · 13 25 142 326 410 318 282 305 324 316 315 339 317 399 280 196 143 89 65 29 10 9 9 7 17 41 248 384 436 304 314 332 328 297 299 300 278 389 270 154 138 81 31 30 8 6 3 10 22 72 261 415 418 320 301 323 275 285 288 298 316 342 227 149 115 65 23 19 AM Peak Hour ................... ; ........... 08: 00 to 09:00 1623 vehicles) AM Peak Hour Factor ..................... 93.1% PM Peak Hour ............................... 17: 15 to 18:15 1463 vehicles) PM Peak Hour Factor ..................... 91. 7% Wednesday 07/19/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300.1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 55 40 28 36 55 153 701 1390 1562 1343 1177 1330 1517 1410 1459 1330 1356 1459 1130 797 549 328 205 101 19511 13 10 7 9 6 21 98 297 370 352 316 291 364 354 392 294 310 305 300 246 165 89 68 33 13 16 6 5 11 20 135 362 381 331 293 350 368 330 412 363 389 424 293 208 149 89 60 24 14 5 10 8 15 36 205 357 348 343 269 311 381 347 331 301 292 365 260 164 112 67 46 22 15. 9 ' 5 14 23 76 263 374 463 317 299 378 404 379 324 372 365 365 277 179 123 83 31 22 AM Peak Hour ............................... 08: 00 to 09:00 1562 vehicles) AM Peak Hour Factor ..................... 84. 3% PM Peak Hour ............................... 13: 30 to 14:30 1530 vehicles) PM Peak Hour Factor ..................... 92. 8% Weekly Summary Report Location ... ,,, .. ,., .. , ........... El Camino Real: Levante to Calle Barcelona Location Code .................. 11 County.· ........................... San Diego Recorder Set ................... 7/17/06 00:00 Recording Start ............... 7 /18/06 00: 00 Recording End .................. 7 /20/06 00: 00 · Sample Time ..................... 15 Minutes Operator Number ............... 8711 Machine Nuber .................. 20311 Channel. .......................... A Recorder Mode .................. Volume Week of July 16, 2006 Channel: A Direction: N End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat. Avg. Avg. 01:00 57 59 58 58 02:00 29 36 33 33 ' \ 03:00 24 19 22 22 04:00 17 16 17 17 05:00 31 36 34 34 06:00 89 89 89 89 07:00 319 316 318 318 08:00 697 680 689 689 09:00 862 804 833 833 10:00 874 921 898 898 11:00 1057 952 foo5 1005 12:00 1116 1088 1102 1102 13:00 1347 1347 1347· 1347 14:00 1295 1272 1284 1284 15:00 1326 1304 1315 1315 16:00 1488 1499 1494 1494 17:00 1506 1518 1512 15.12 18:00 1511 1581 1546 1546 . 19:00 1215' 1159 1187 1187 20:00 916 949 933 933 21:00 694 821 758 758. 22:00 531 549 540 540 23:00 280 306 293 293 24:00 146 134 140 140 Totals 17427 17455 17441 17441 % Avg Wkday 99.9 100.l % Avg Day 99.9 100.1 AM Peak Hour 12:00 12:00 AM Count 1116 1088 PM Peak Hour 18:00 18:00 PM Count 1511 1581 Weekly Summary Report Location ... ,.,,,,,, ...... ,,, .. ,,. El· Camino Real: Levante to Calle Barcelona Location Code .................. 11 County ............................ San Diego Recorder Set ................... 7 /17 /06 00: 00 Recording Start ............... 7 /18/06 00: 00 Recording End .................. 7 /20/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8711 Machine Nuber .................. 20311 Channel. .......................... A Recorder Mode,,,,, ......... ,,,. Volume Week of Jul.y 16, 2006 Channel.: A Direction: S . End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 34 55 ) 45 45 02:00 29 40 35 35 03:00 26 28 27 27 04:00 30 36 33 33 05:00 69 55 .62 62 06:00 160 153 157 157 07:00 730 701 716 716 08:00 1425 1390 ·1408 1408 09:00 1623 · 1562 1593 1593 10:00 1290 1343 1317 1317 11:00 1212 1177 1195 1195 12:00 1241 1330 1286 1286 13:00 1276 1517 1397 1397 14:00 1215 1410 1313 1313 15:00 1162 1459 1311 1311 16:00 1240 1330 1285 1285 17:00 1229 1356 1293 1293 18:00 1432 1459 1446 1446 19:00 1110 1130 il20 1120 20:00 716 797 757 757 21:00 541 549 545 545 22:00 340 328 334 334 23:00 196 205 201 201 24:00 106 101 104 104 Totals 18432 19511 18972 18972 % Avg Wkday 97.2 102.8 % Avg Day 97.2 102.8 AM Peak Hour 09:00 09:00 AM Count 1623 1562 PM Peak Hour 18:00 13:00 PM Count 1432 1517 ENGINEERING COMPANY Transportation Division . 24-Hour Volume Plot · El Camino Real ~ • Between Levante Street and Calle Barcelona 18 End Time 1 Tue 01:00 91 02:00 58 3500 03:00 50 3250 . 04:00 47 05:00 100 3000 06:00 249 2750 07:00 1049 2500 08:00 2122 09:00 2485 10:00 2164 "' 2250 " 0 :2 · 2000 ' . 11:00 2269 ~ 1750 -12:00 2357 0 .. 1500 13:00 2623 14:00 2510 1250 ' 15:00 2488 1000 16:00 2728 750 17:00 2735 18:00 2943 500 19:00 2325 250 ~ "' "' "' 20:00 1632 0 -21:00 1235 22:00 871 23:00 476 24:00 252 I Total I 35a5s I Tuesday, July 18, 2006 El Camino Real Between Levante Street and Calle Barcelona 0 "' - 8 8 0 r--0 .,. ~ - "' .,. 0 ~ "' .,. N I ~ "' N "' "' "' r--N .,. N "' "' .,. "' "' N "' N N N N ;;; ;;; '-r 0 0 ~ 0 :, Time "' "' N "' r--r--0 "' N N ;,; "' .,. N N . 0 8 ~ ,;; "' .,. "' N "' N "' N . 8 .. N "' "' ~ 8 0 N "' "' N ~ ;:: "' 8 N N "' r--.,. 8 .,; N N "' N _J_ ~ -Volumes represent combined totals of both directions. lll(iD'" ENGINEERlNG COMPANY Transportation Division 24-Hour Volume Plot El Camino Real ~. \V Between Levante Street and Calle Barcelona 19 End Time Wed 01:00 114 02:00 76 3500 03:00 47 04:00 52 3250 05:00 91 3000 06:00 242 2750 07:00 1017 2500 08:00 2070 09:00 2366 ,,, 2250 " 10:00 2264 u :c 2000 " 11:00 2129 > 1750 -12:00 2418 0 "" 1500 13:00 2864 14:00 2682 1250 15:00 2763 1000 I 16:00 2829 750 17:00 2874 18:00 3040 500 " 19:00 2289 250 -20:00 1746 0 -21:00 1370 22:00 877 23:00 511 24:00 235 I Total I 36966 J Wednesday, July 19, 2006 El Camino Real Between Levante Street and Calle Barcelona N " N "' r--N ;;; I r--" "' ---- 0 r--0 N r-- 0 - "' "' "' N 0 0 g .., "' N a, N N " 0 " " " 0 "' "' a, r--"' "' N "' N N "' "' N "' r--N "' N "' N :; a, N "' N N "' ... r---0 r-- "' - . Time r--r--"' ;,; "' "' N J * -Volumes represent combined totals of bo~h directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 12 Melrose Drive Between Palomar Airport Road and Rancho Bravado Page NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Rep!)rt 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 ,. RICK ENGINEERING COMPANY Transportation Division . Volume Count Report Location ................... Melrose· Dr: P. A. R. to Rancho B.ravado Location Code ............ 12 County ...................... San Diego Recorder Set ............. 7/10/06 00:00 Recording Start ......... 7 /11/06 00: 00 Recording End ............ 7 /13/06 00: 00 Sample Time ................ 15 Minutes Operator Number ......... 8712 Machine Number .......... 20312 Charinel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/11/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100.2200 2300 2400 Totals 30 9 . 13 9 29 123 235 561 555 431 346 331 382 390 375 460 420 393 284 204 141 126 61 50 5958 5 5 2 2 8 20 44 85 151 122 91 71 95 110 113 99 127 105 81 64 32 43 15 15 7 1 2 2 2 26 47 128 144 104 81 87 89 82 95 108 104 111 72 60 34 34 17 11 12 2 7 3 8 27 61 156 135 121 89 81 108 104 94 131 93 80 68 43 35 23 14 12 6 2 2 11 50 83 192 125 84 85 92 90 94 73 122 96 97 63 37 40 26 15 '12 AM Peak Hour ............................... 07:30 to 08:30 643 vehicles) AM Peak Hour Factor ..................... 83. 7% PM Peak Hour ............................... 15:15 to 16:15 488 vehicles) PM Pe·ak Hour Factor ....•................ 93.1% Wednesday 07/12/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200.2300 2400 Totals 25 6 18 11 26 133 252 587 582 418 354 328 379 · 401 402 523 415 401 315 213 152 133 72 48 6194 8 3 3 9 13 37 106 160 121 86 89 89 96 99 136 96 94 76 50 40 45 20 9 6· 4 4 26 52 126 148 102 91 67 98 102 89 118 106 111 84 66 42 35 15 16 10 0 9 5 4 39 76 152 135 101 80 85 93 98 120 134 116 106 86 52 37 30 · 24 11 2 4 2 9 55 87 203 139 94 97 87 99· 105 94 135 97 90 69 45 33 23 13 12 AM .Peak Hour ............................. · .. 07: 30 to 08:30 663 vehicles) AM Peak Hour Factor ..................... 81. 7% PM Peak Hour .................•............. 15:00 to 16:00 523 vehicles) PM Pea·k Hour Factor ...................... 96.1% Volume Count Report Location ................... Melrose Dr ( P. A. R. to Rancho Bravado Location Code ............ 12 County ....................... San Diego Recorder Set ............. 7 /10/06 00: 00 Recording Start ......... 7 /11/06 00: 00 Recording End ............ 7 /13/06 00: 00 Sample· Time ............... 15 Minutes Operator Number ......... 8712 Machine Number •......... 20312 Channel. .................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/11/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 34 14 . 9 7 23 91 364 392 360 275 251 314 373 267 341 375 509 651 434 273 254 237 112 69 6029 12 4 2 3 2 7 55 96 97 62 55 63 105 84 92 83 97 154 140 85 70 59 34 32 11 4 2 0 3 18 65 99 96 · . 78 62 73 103 57 66 88 118 193 . 91 67 55 69 31 16 . 7 2 2 2 11 37 127 79 87 67 51 77 92 67 94 103 131 156 108 66 76 53 29 11 l 4 4 3 2 7 29 117 118 80 68 83 101 73 59 89 101 163 148 95 55 53 56 18 10 AM Peak Hour ............................... 06: 30 tb 07:30 439 vehicles) AM Peak Hour Factor ..................... 86. 4% PM Peak Hour ............................... 16: 45 to 17:45 666 vehicles) PM Peak Hour Factor ................•.... 86.3% Wednesday 07/12/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 12001300 1400 1500 1600 170~ 1800 1900' 2000 2100 2200 2300 2400 Totals 33 21 14 12 21 78 382 366 361 290 283 281 314 277 322 376 518 658 474 285 231 231 135 60 6023 9 9 3 3 7 46 75 88 . 84 66 47 74 72 66 80 118 175 143 87 53 67 38 21 8 4 2 6 20 87 94 108 67 63 73 80 77 69 91 123 181 120 55 51 69 46 19 9 4 4 3 5. 20 123 ·95 85 75 68 82 74 66 90 109 136 154 110 76 65. 45 27 10 7 4 5 5 9 31 126 102 80 64 86 79 86 62 97 96 141 148 101 67 62 50 24 10 ·AM Peak Hour ............................... 06:30 to 07:30 418 vehicles) AM Peak Hour Factor ..................... 82.9% PM Peak Hour ............•.................. 1 7: 00 to 18:00 658 vehicles) PM Peak Hour Factor ..•.................. 90.9% Weekly Summary Report. Locati·on ....... ; ................. Melrose Dr: P. A. R.-to Rancho Bravado Location Code .................. 12 County ............................. San Diego Recorder Set ................... 7 /10/06 00: 00 -Recording Start ............... 7 /11/06 00: 00 Recording End .................. 7 /13/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8712 Machine Nuber .................. 20312 Channel. .......................... A Recorder Mode .................. Volume Week of July 9 / 2006 Channel: A Direction: N End 09 10 11 12 13 14 15 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 30 25 28 28 02:00 9 6 8 8 03:00 13 18 16 16 04:00 9 11 10 10 05:00 29 26 28 28 06:00 123 133 128 128 07:00 235 252 244 244 08:00 561 587 574 574 09:00 555 582 569 569 10:00 431 418 425 425 11: 00 346 354 350 350 12:00 331 328 330 330 13:00 382 379 381 381 14:00 390 401 396 396 15:00 375 402 389 389 16:00 460 523 492 492 17:00 420. 415 418 418 18:00 393 401 397 397 19:00 284 315 300· 300 20:00 204 213 209 209 21:00 141 152 147 147 .22: 00 126 133 130 130 23:00 61 72 67 67 24:00 50 48 49 49 Totals 5958 6194 6076 6076 % Avg Wkday 98.1 101. 9 % Avg Day 98.1 101. 9 AM Peak Hour 08:00 08:00 AM Count 561 587 PM Peak Hour 16:00 16:00 PM Count 460 523 Weekly Summary.Report Location ..................... ; ... Melrose.Dr: P.A. R. to Rancho Bravado Location ·code .................. 12 County ................... , ........ San Diego Recorder Set ................... 7 /10/06 00: 00 Recording Start ............... 7 /11/06' 00: 00 Recording End .................. 7 /13/06 00: 00 Sample Time ......... , ........... 15 Minutes Operator Number ............... 8712 Machine Nuber .................. 20312 Channel..; ........................ A Recorder Mode .................. Volume Week of July 9, 2006 Channel: A Direction: s End 09 10 11 12 13 · 14 15 Wkday Daily Time Sun Mon Tue Wed Thu . Fri Sat Avg. Avg. 01:00 34 33 34 34 02:00 14 21 18 18 03:00 9 14 12 12 04:00 7 12. 10 10 05:00 23 21 22 22 06:00 91 78 85 85 07:00 364 382 373 373 08:00 392 366 379 379 09:00 360 361 361 361 10:00 275 290 283 283 11:00 251 283 267 267 12:00 314 281 298 298 13:00 373 314 344 344 14:00 267 277 272 272 15:00 341 322 332 332 16:00 375 376 376 376 17:00 509 518 514 514 18:00 651 658 655_ 655 19:00 434 474 454 454 20:00 273 285 279 279 21:00 254 231 243 243 22:00 237 231 .234 234 23:00 112 135 124 124 24:00 69 60 65 65 Totals 6029 6023 6026 6026 % Avg Wkday 100.0 100.0 % Avg Day 100.0 100.0 AM Peak Hour 08:00 07:00 AM Count 392 382 PM Peak Hour 18:00 18:00 PM Count 651 658 '" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot . Melrose Drive e . - . Between Palomar Airport Road and Rancho Bravado 11 End Time Tue 01:00· 64 02:00 23 1500 03:00 22 1400 04:00 16 05:00 52 1300 06:00 214 1200 07:00 599 1100 08:00 953 1000 09:00 915 ~ m 10:00 706 .; 900 :E 11:00 597 m 800 > ~ 12:00 645 0 700 .. 13:00 755 600 14:00 657 500 15:00 716 400 16:00 835 17:00 929 300 18:00 1044 200 19:00 718 100 ., "' 20:00 477 0 I 21:00 395 22:00 ·363 23:00 173 24:00 119 I Total 1119s7 I Tuesday, July 11, 2006 Melrose Drive Between Palomar Airport Road and Rancho Bravado "' "' "' "' g 8 <O ~ ..,. ·N "' "' ■ . 8 · 8 :g 8 "' "' "' '" '" <O 0 ... '" ... '" '" "' "' ~ ..,. ~ ... ... ~ '" "' '" "' "' "' 0:, "' "' 0:, ... ~ ;::: "' ... ... ... "' "' <O ... ... ... "' '" "' "' "' "' "' ... '" li ..,. Time . * -Volumes represent combined totals of both directions. ll.lDJI'" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Melrose Drive ~ \SI Between Palomar Airport Road and Rancho Bravado 12 End Time Wed 01:00 58 02:00 27. 1500 03:00 32 1400 04:00 23 05:00 47 1300 06:00 211 1200 07:00 634 1100 08:00 953 1000 09:00 943 "' " 10:00 708 u 900 :2 11:00 637 " 800 > -12:00 609 0 700 "' 13:00 693 600 14:00 678 500 15:00 724 400 16:00, 899 17:00 933 300 18:00 1059 200 19:00 789 100 "' ,0 20:00 498 0 ■ 21:00 383 22:00 364 23:00 207 24:00 108 I Total 112217 J Wednesday, July 12, 2006 Melrose Drive Between Palomar Airport Road and.Rancho Bravado· "' r--"' "' --r--"' .., "' ■ ~ '" 8 ii .., "' <O "' "' ,0 .., "' "' 8 -8 2 gi "' 0 r--r--"' <O "' ,0 ~ "' "' "' "' "' "' "' "' .., r--"' "' "' "' r--<O r-- "' <O 0 <O "' "' .., "' " "' "' <O "' ~-~ ~·'.. ~ Time r--0 "' "' 0 ~ I * -Volumes represent combinedJotals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 13 Melrose Drive Between Alga Road and Corintia Street NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot.Day 1 24-HourVolume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... Melrose Dr: Alga Rd. to Corintia St. Location Code ............ 13 County ...................... San Diego Recorder Set .........•... 7 /18/06 00: 0.0 Recording Start ..•..•..• 7 /19/06 00: 00 Recording End ..........•. 7 /21/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8712 Machine Number .......... 20312 Channel. ..................•. A Divide By .................. 2 Summation ................•.. No Two-Way ..................... No Wednesday. 07/19/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 41 19 24 18 45 106 430 606 606 473 401 442 433 419 436 527 484 579 4,16 307 263 215 137 60 7487 11 6 2 6 10 15 46 129 166 127 113 95 111 115 104 129. 125 146 103 103 70 67 46 15 11 3 3 4 11 14 83 139 160 114 94 125 119 103 104 116 110 129 118 66 77 51 35 18 12 6 12 6 10 37 135 140 150 115 100 100 91 91 106 154 137 151 103 75 51 53 23 10 7 4 7 2 14 40 166 198 130 117 94 122 112 110 122 128 · 112 153 92 63 65 44 33 17 AM Peak Hour ................•.. ; ..•.....•.. 07:·45 to 08:45 674 vehicles) AM Peak Hour Factor ............... : ..... 85.1% · PM Peak Hour .........•..................... 1 7: 00 to 18:00 579 vehicles) .PM Peak Hour Factor .... ; ................ 94.6% Thursday 07/20/06 Channel: A Direction: N . ,..p ~. '•(',. 0100-0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 42 17 20 11 37 95 385 651 681 479 462 418 479 408· 447 543 504 554 422 355 295 217 145 85 7752 ,. 12 7 5 2 9 11 54 144 183 128 127 102 115 134 110 129 137 160 106 95 80 67 56 31 6 7 3 3 5 9 49 146 180 120 107 94 111 79 99 118 101 120 113 89 76 56 41 21 15 8 2 12 32 148 167 158 119 123 126 133 109 118 158 130 142 96 97 70 50 24 14 9 2 4 4 11 43 134 194 160 112 105 96 120 86 120 138 136 132 107 . 74 69 44 24 19 AM Peak Hour ............................... 07:30 to 08:30 724, vehicles) AM Peak Hour Factor ..................... 93. 3% PM Peak Hour ..................•............ 16: 45 to 17:45 558 vehicles) PM Peak Hour Factor ..................... 87.2% Volume Count Report Location ................... Melrose Dr: Alga Rd. to-Corintia St. L.ocation Code ............ 13 County .... ; ................. San Diego Recorder Set ............. 7 /18/06 00: 00 Recording Start ......... 7/19/06 00:00 Recording End ............ 7 /21/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8712 Machine Number .......... 20312 Channel. ................ , ... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/19/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 34 25 16 14 36 118 410 530 626 496 422 449 456 444 507 725 714 991 597 339 258 222 137 77 8643 9 8 3 6 4 19 62 109 158 138 116 106 119 99 117 140 159 244 181 91 65 71 44 21 7 .6 ·2 9 19 101 136 159 130 93 106 123 105 134 169 161 267 140 87 61 58 37 25 7 7 8 3 . 10 28 117 147 149 125 96 119 116 111 118 207 206 260 146 92 61 43 30 11 · 11 4 3 4 13 52 130 138 160 103 117 118 98 129 138 209 188 220 130 69 71 50 26 20 AM Peak Hour ............... : ............... 08: 00 to 09:00 626 vehicles) AM Peak Hour Factor ..................... 97. 8% PM Peak Hour ............................... 17: 00 to 18:00 991 vehicles) PM Peak Hour Factor ..................... 92. 8% Thursday 07/20/06 Channel: A Direction: s 0100 0200·0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 240fTotals ·· . ~.-~ 32 29 14 14 27 111 432 527 675 569 422 467 516 511 527 689 785 1039 584 348 293 209 145 105 9070 10 16 3 5 3 13 68 120 165 149 119 107 156 119 119 147 176 252 169 104 74 53 42 38 10 ·9 3 2 19 94 115 177 141 102 133 106 139 109 157 222 333 150 100 76 57 42 25 7 0 2 2 6 30 . 132 150 171 143 89 107 118 136 145 179 165 227 134 71 77 42 · 29 25 5 4 6 6 16 49 138 142 162 136 112 120 136 117 154 206 222 227 131 73 66 57 32 17 AM Peak Hour ..................... · .......... 08: 00 to 09:00 675 vehicles) AM Peak Hour Factor ..................... 95 .. 3% PM Peak Hour .................... , .......... 17:00 to 18:00 1039 vehicles) PM Peak Hour Factor ..................... 78. 0% Weekly Summary Report Location ......................... Melrose Dr: Alga Rd. to Corintia St. Location Code .................. 13 County ............................ San Diego Recorder Set ................... 7/18/06 00:00 Recording Start ............... 7 /19/06 00: 00 Recording End .................. 7 /21/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ................ 871Z Machine Nuber .................. 20312 Channel. .......................... A Recorder Mode .................. Volume Week of July 16, 2006 Channel: A Direction: N End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 41 42 42 42 02: 00 19 17 18 18 03:00 24 20 22 22 04:00 18 11 15 15 05:00 45 37 41 41 06:00 106 95 101 101 07:00 430 385 408 408 08:00 606 651 629 629 09:00 606 681 644 644 10:00 473 479 476 476 11: 00 401 462 432 432 12:00 442 418 430 430 B:00 433 479 456 456 14:00 419 408 414 414 15:00 436 447 442 442 16:00 527 543 535 535 17:00 484 504 494 . 494 1~,: 00 567 567 , 579 554 ·!;,'• _ _, -• I",;::-,;· ··19: 00 416 422 419 419 20:00 307 355 331 331 21:00 263 295 279 279 22:00 215 217 216 216 23:00 137 145 141 141 24:00 60 85 73 73 Totals 7487 7752 7620 7620 % Avg Wkday 98.3 101.7 % Avg Day 98.3 101. 7 AM Peak Hour 09:00 09:00 AM Count 606 681 PM Peak Hour 18:00 18:00 PM Count 579 554 Weekly Summary Report Location ......................... Melrose Dr: Alga· Rd. to Corintia St. Location Code .................. 13 County ............................ San Diego Records,r Set ......... ; ......... 7/18/06 00:00 Recording Start ............... 7/19/06 00:00 Recording End .................. 7 /21/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ..... · ........... 8712 Machine Nuber .................. 20312 Channel. .......................... A Recorder Mode .................. Volume Week of Jul.y 16, 2006 Channel.: A Direction: s End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 34 32 33· 33 02:00 25 29 27 27 03:00 16 14 · 15 15 04:00 14 14 14 14 05:00 36 27 32 32 06:00 118 111 115 115 07:00 410 432 421 421 08:00 530 527 529 529 09:00 626 675 651 651 10:00 496 569 533 533 11:00 422 422 422 422 12:00 449 467 458 458 13:00 456 516 486 486 14:00 444 511 478 478 15:00 507 527 517 517 16:00 725 689 707 707 17:00· 714 785 750 750 18:00,-991 1039 1015 1015 ,,_ -- 19:00 597 584 591 591 20:00 339 348 344 344 21:00 258 293 276 276 22:00 222 209 216 216 23:00 137 145 141 141 24:00 77 105 91 91 Totals 8643 9070 8857 8857 % Avg Wkday 97.6 102.4 % Avg Day 97.6 102.4 AM Peak Hour· 09:00 09:00 AM Count 626 675 PM Peak Hour 18:00 .18:00 PM Count 991 1039 UIBU"' ENGINEERING COMPANY Transportarion DiviSion 19 End Time Wed 01:00 75 02:00 44 03:00 40 04:00 32. 05:00 81 06:00 224 07:00 840 08:00 1136 09:00 1232 10:00 969 11:00 823 12:00 891 13:00 889 14:00 863 15:00 943 16:00 1252 17:00 1198 18:00 1570 19:00 1013 20:00 646 21:00 521 22:00 437 23:00 274 24:00 137 I Total I 15130 I \ 24-Hour Volume Plot Melrose Drive Between Alga Road and Corintia St._ c, 1800 1700 1600 1500 1400 1300 1200 "' " 1100 u :c 1000 " > 900 -0 "" 800 700 600 500 400 300 200 "' 100 .... 0 ■ Wednesday, July 19, 2006 Melrose Drive Between Alga Road and Corintia Street .., .., • a .., -0 0 g N ;;; "' ■ - 0 .., "' .., N N I "' "' :::: 0 0 :g N "' N - O> "' O> 0 0 ~ "' N "' . -'" '" ., "' ., ., "' "' ~ Time 0 .... "' - N "' ., N -O> --"' 0 "' -.., O> "' .., "' ..,. N "' .... "' .., ~ .•. : .. -~-; . ,· .., .... N .... "' -u 0 0 ~ * -Volumes represent combined totals of both directions.- 20 End Time Thur 01:00 74 ·02:00 46 03:00 34 04:00 25 05:00 64 06:00 206 07:00 817 08:00 1178 09:00 1356 · 10:00 1048 11:00 884 12:00 885 13:00 995 14:00 919 15:00 974 16:00 1232 17:00 1289 18:00 1593 19:00 1006 20:00 703 21:00 588 22:00 426 · 23:00 290 24:00 190 I Total I 16822 j 24-Hour Volume Plot Melrose Drive • •• . . . Between Alga Road and Corintia St. 1800 1700 1600 1500 1400 1300 1200 "' ., 1100 u :E 1000 ., > 900 -0 .. 800 700 600 500 400 300 200 100 0 ;;: "' ..,. ..,. ■ <') -- Thursday, July 20, 2006 Melrose Drive Between Alga Road and Corintia Street .., "' . "' - "' "' <') "' -N "' .., N "' N -,-. --"' st "' 0 "' 0 -"' st 0 "' "' ,-. -st "' ;;; "' "' "' ,-. "' "' ;;; .., 0 -,-. "' 0 N ..,. "' "' N ■ -. Time "' "' "' 0 0 ;; "' N st - 0 "' N 0 "' -LI * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 , MID-BLOCK COUNT SUMMARY Number: Location: Contents: 14 Carlsbad Boulevard Between Mountain View Drive and State Street NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division . ,. Page 1 2 3 4 5 6· Volume Count Report Location .................... carlsbad Blvd: Mtn View to State St. Location Code ............ 14 County ...................... San Diego Recorder Set ............ :7 /31/06 00: 00 Recording Start ......... 8/01/06 00: 00 Recording End ............ 8/03/06 00: 00 Sample Time ............... 15 Minutes Operator Number ........ ~ 8713. · Machine Number .......... 20313 Channel ..................... A Divide By ................. ; 2 Summation .................. No Two-Way ..................... No Tuesday 08/01/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 47 44 22 14 13 29 88 208 273 262 344 448 446 423 451 596 678 744 564 464 416 290 182 113 7159 17 15 8 6 2 6 12 45· 58 68 85 106 129 108 115 145 157 189 164 109 118 89 54 38 15 8 10 4 1 6 23 51 57 79. 86 113 106 102 98 145 169 204 147 117 115 75 53 28 9 11 4 2 5 8 17 54 83 53 75 111 108 108 118 160 189 178 129 128 94 80 40 18 6 10 0 2 5 9 36 58 75 62 98 118 103 105 120 146 163 173 124 110 89 46 35 29 AM Peak Hour ............................... 11: 15 to 12:15 471 vehicles) AM Peak Hour Factor .................. : .. 91. 3% PM 'Peak Hour ..........................•.... 16: 30 to 17:30 745 vehicles) PM Peak Hour Factor ..................... 91.3% Wednesday 08/02/06 Channel: A Direction: .N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 48 31 16 15 8 28 110 176 244 307 346 405 439 438 549 621 719 805 599 461 340 248 170 112 7235 23 9 7 7 0 7 20 35 49 75 76 73 122 94 158 164 178 250 148 108 101 83 43 39 9 ,6 4 3 1 5 18 50 67 72 90 110 109 124 127 148 160 174 178 127 93 57 43 31 5 11 2 4 4 6 31 44 55 66 91 120 90 116 130 159 199 188 130 105 72 60 49 22. 11 5 3 1 3 10 41 47 73 94 89 102 118 104 134 150 182 193 143 121 74 48 35 20 AM Peak Hour ............................... 11: 15 to 12:15 454 vehicles) AM Peak Hour Factor ..................... 93.0% PM Peak Hour ............................... 16: 30 to 17:30 805 vehicles) PM Peak Hour Factor ..................... 80 .5% Volume Count Report Location ................... Carlsbad Blvd: Mtn View to State st. ' Location Code ............ 14 County •...... ; .............. San Diego Recorder Set ............. 7 /31/06 00: 00 Recording Start ......... 8/01/06 ' 00: 00 Recording End ............ 8/03/06. 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8713 Machi_ne Number .......... 20313 Channel ..................... A Divide By ................... 2 Summation .................. No Two-Way .............•....... No Tuesday 08/01/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 j10() 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 35 21 18 13 29 94 448 551 453 404 398 446 481 498 505 452 511 585 490 440 304 182 122 67 7547 10 2 9 6 4 17 69 131 113 · 88 89 97 118 156 139 106 137 162 134 134 85 60 40 18 10 9 3 18 105 110 114 107 103 118 110 111 124 117 112 143 115 97 87 45 21 22 12 3 4 8 24 127 155 109 106 87 107 107 111 117 115 126 146 118 110 69 36 39 18 3 7 2 5 16 35 147 155 117 103 119 124 146 120 125 114 136 134 123 99 63 41 22 9 AM Peak Hour ............................... 07:00 to 08:00 ( 551 vehicles) AM Peak Hour Fact.or .. , .................. 88. 9% ·pM Peak Hour ............................... 16: 45 to 17:45 587 vehicles) PM Peak Hour Factor ..................... 90. 6% Wednesday 08/02/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 oso·o 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 44 15 9 12 28 95 435 530 425 418 490 537 614 581 514 502 496 579 462 377 273 185 118 56 7795 16 .1 2 3 2 15 80 118 114 99 104 134 152 153 137 123 128 135 137 95 84 47 26 24 10 5 2 4 7 14 91 124 94 92 130 132 150 124 137 128 136 148 118 112 66 51 · 41 9 9 3 4 4 6 22 135 151 97 110 118 129 149 161 10B 131 108 147 117 96 65· 52 30 11 9 6 13 44 129 137 120 117 138 142 163 143 132 120 124 149 90 74 58 35 21 12 AM Peak Hour ............................... 11: 30 to 12:30 573 vehicles) AM Peak Hour Factor .............•....... 94. 2% .PM Peak Hour ............................... 12:15 to 13:15 615 vehicles) PM Peak Hour Factor ..................... 94. 3% W eeldy Summary Report Location .............. _ ........... Carlsbad Blvd: Mtn View to State St. Location Code .................. 14 County ...................... · ...... San Diego -Recorder Set ................... 7/31/06 00:00 Recording Start ............... 8/01/06 00: 00 Recording End .................. 8/03/06 00: 00 Sample Time ...................... 15 Minutes Operator Number ............... 8713 Machine Nuber .................. 20313 Channel ........................... A Recorder Mode .................. Volume Week of July 30, 2006 Channel: A Direction: N End 30 31· 01 02 03 04 05 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 0_1:00 47 48 48 48 02:00 44 31 38 38 03:00 22 16 19 19 04:00 14 15 15 15 05:00 13 8 11 11 06:00 29 28 29 29 07 :'00 88 110 99 99 08:00 208 176 192 192 09:00 273 244 259 259 10:00 262 307 285 285 11:00 344 346 345 345 12:00 448 405 ' 427 427 13:00 446 439 443 443 · 14:00 423 438 431 431 15:00 451 549 500 -SOD 16:00 596 621 609 609 17:00 678 719 699 699 18:00 .. 7,44 805 775 775 19:00 564 599 582 582 20:00 464 461 463 463 21:00 416 340 378 378 22:00 290 ·248 269 269 23:00 182 170 176 176 24:00 113 112 113 113 Totals 7159 7235 7197 7197 % Avg Wkday 99.5 100.5 % Avg Day 99.5 100.5 AM Peak Hour 12:00· 12:00 AM Count 448 405 PM Peak Hour 18:00 18:00 PM Count 744 805 Weekly Summary Report Location ......................... Carlsbad Blvd: Mtn View to State St. Location Code .................. 14 County., .......................... San Diego Recorder Set ................... 7/31/06 00:00 Recording Start ............... 8/01/06 00: 00 Recording End .................. 8/03/06 00:00 Sample Time,, ........ ,,,,, ...... 15 Minutes Operator Number ............... 8713 Machine Nuber, ................. 20313 Channel ........................... A Recorder Mode ..... ; ............ Volume Week of Jul.y 30, 2006 Channel.:. A Direction: s ·End 30 31 01 02 03 04 05 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 35 44 40 40 02:00 21 15 18 18 03:00 18 9 14 14 04:00 13 12 13 13 05:00 29 28 29 29 06:00 94 95 95 95 07:00 448 435 442 442 08:00 551 530 541 541 09:00 453 425 439 439 10:00 404 418 411 411 11:00 398 490 444 444 12:00 446 537 492 492 13:00 481 614 548 548 14:00 4.98 581 . 540 ·540 15:00 505 514 510 510 16.: 00 452 502 477 477 17:00 511 496 504 504 18:00 585 5 7 9, __ 582 582 19:00 490 462 476 476 20:00 440 377 409 409 21:00 304 273 289 289 22:00 182 185 184 184 23:00 122 118 120 120 24:00 67 56 62 62 Totals 7547 7795 7671 7671 % Avg Wkday 98.4 101. 6 % Avg Day 98.4 101. 6 AM Peak Hour 08:00 12:00 AM Count 551 537 PM Peak Hour 18:00 13:00 PM Count 585 614 lllDm'" . ,-,~ ,. - ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Boulevard ~ "" Between Mountain View Drive and State Street Tuesday, August1,2006 01 End Time Tue Carlsbad Boulevard Between Mountain View Drive and State Street 01:00 82 02:00 65 2000 03:00 40 04:00 · 27 1750 05:00 42 06:00 123 I 07:00 536 1500 a, N 08:00 759 "' a, - 09:00 726 0 " <X) 1250 - 10:00 666 11:00 742 12:00 894 13:00 927 -14:00 921 u J:: " > 1000 -0 .. 750 <X) -..,. 1, ..,. .., 0 0 "' --..,. I'---.., ..,. N N a, 0 a, a, a, <X) '" '" "' N 0 .., ;'.': I'--N "' N I'--"' I'--"' "' 15:00 956 -"' N .., 16:00 1048 500 I'--" 17:00 1189 ..,. 0 "' 18:00 1329 250 0 "' <X) N -19:00 1054 20:00 904 0 N .., N -u <X) "' 0 I'--_I,_ • .. " N " ---'-,--'-,--' 21:00 720 22:00 472 0 0 8 0 8 0 0 0 ~ ~ ~ ~ ~ 23:00 304 Time 24'00 180 I Total I 147□6 I * -Volumes represent combined totals of both directions. I ENGINEERING COMPANY Transportation Division '" 24-Hour Volume Plot Carlsbad Boulevard Between Mountain View Drive and State Street Wednesday, August 2, 2006 - 02 End Time Wed Carlsbad Boulevard Between Mountain View Drive and State Street 01:00 92 02:00 46 2000 03:00 25 04:00 27 05:00 36 1750 06:00 123 07:00 545 1500 ... ., ' .., .08:00 706 -"' 09:00 669 10:00 725 11:00 836 12:00 942 13:00 1053 14:00 1019 15:00 1063 "' -1250 " ;:; :c " > 1000 -0 "' 750 .., '" .., N -.., -;;; "' "' <O -0 ;; 0 0 ---N -... I <O "' ., .., .., "' ., ., "' 0 "' N r--<O r--.., <O -"' <O ... "' 16:00 1123 500 .., .., ..,. 17:00 1215 ., ., N 18:00 1384 19:00 1061 20:00 838 250 0 ., .., <O N N --J "' <O . .,, r--<O ■ ... N "' .., --. 21:00 613 22:00 433 23:00 288 Time 24:00 168 Total 115030 I • -Volumes repre'sent comb;ned totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING· PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 15 Carlsbad Boulevard Between Cannon Road and Cerezo Drive NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division ,. Page 1 2 3 4 5 6 Volume Count Report Location ............. ; ..... carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code ............ 15 County .•.................... San Diego Recorder Set ............. 8/07 /06 00: 00 Recording Start ......... 8/08/06 00: 00 Recording End ............ 8/10/06_ 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8714 Machine Number .......... 20314 Channel ..................... A Divide By ......•........... 2 Summation .............•..... No Two-Way ..................... No Tuesday 08/08/06 Channel: A Direction;. N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 110012001300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 25 15 3 4 9 41 153 289 421 464 499 569 648 625 677 750 908 941 723 580 316 225 117 64 9066 7 2 3 4 19 68 91 113 118 136 146 152 176 168 212 226 185 178 97 69 27 20 7 5 2 0 4 38 48 106 93 129 155 150 150 168 178 227 263 216 141 87 66 31 16 8 5 0 2 14 39 89 109 112 121 135 190 175 143 201 235 256 167 140 75 52 29 16 3 3 0 2 3 19 57 84 115 146 131 143 162 148 190 203 234 196 155 121 57 38 30 12 AM Peak Hour ............................... 11: 15 to 12:15 579 vehicles) AM Peak Hour Factor .... ; ................ 93.4% PM Peak Hour ..... · ............... · ........... 16: 45 to 17:45 979 vehicl_es) PM Peak Hour Factor ..................... 93 .1% Wednesday 08/09/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 110012001300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 28 15 10 4 9 36 150 288 353 466 478 601 617 598 692 728 867 1040 1018 547 311 206 150 87 9299 8 4 3 0 3 28 50 80 118 113 131 157 162 185 153 196 250 265 180 110 63 40 31 8 4 2 2 4 3. 43 69 80 112 122 137 158 136 149 187 226 262 248 144 100 51 45 30 4 2 4 0 0 13 35 81 108 123 119 167 167 140 180 194 211 260 257 124 62 41 34 14 8 5 2 4 17 44 88 85 113 124 166 135 160 178 194 234 268 248 99 39 51 31 12 AM Peak Hour ............................... 11: 30 to 12:30 648 vehicles) AM Peak Hour Factor ..................... 97. 0% PM Peak Hour ............................... 1 7: 15 to 18:15 1055 vehicles) PM Peak Hour Factor ..................... 98. 4% Volume Count Report Location ................... Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code ............ 15 County ...................... San Diego Recorder Set ............. 8/07/06 00:00 Recording Start ......... 8/08/06 00:00 Recording End ............ 8/10/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8714 Machine Number .......... 20314 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 08/08/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 39 14 6 6 22 105 560 808 662 575 560 633 708 680 674 580 606 649 600 512 372 241 142 68 9822 9 2 2 3 8 68 168 181 142 144 145 162 153 183 136 159 158 149 136 118 68 44 25 16 3 3 0 4 16 118 211 181 145 136 166 184 161 158 135 152 165 158 111 92 58 36 18 8 5 5 35 160 241 141 129 136 174 172 183 174 159 156 165 148 129 105 54 · 37 14 6 4 3 10 46 214 188 159 159 144 148 190 183 159 150 139 161 145 136 57 61 25 11 AM Peak Hour ....................•.......... 06: 45 to 07:45 834 v.ehicles) AM Peak Hour Factor ..................... 86. 5% PM Peak Hour ............................... 13: 15 to 14:15 710 vehicles) PM Peak Hour Factor ..................... 97. 0% Wednesday 08/09/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600·1700-1800.1900 2000 2100 2200 2300 2400 Totals 35 21 8 7 21 97 561 777 762 559 587 611 717 691 669 609 633 662 582 492 335 222 137 85 9880 12 13 2 4 4 9 82 166 223 124 146 148 161 171 197 154 165 170 179 128 89 57 46 32 11 5 3 2 6 17 113 188 199 140 121 149 166 176 161 151 135 173 134 138 105 63 40 22 6 1 3 0 3 26 174 213 187 169 172 148 192 170 184 155 158 165 141 106 79 58 30 17 6 2 0 8 45 192 210 153 126 148 166 198 174 127 149 175 154 128 120 62 44 21 14 AM Peak Hour ............................... 07: 30 to 08:30 845 vehicles) AM Peak Hour Factor ................. ; ... 94. 7% PM Peak Hour ................. , ............. 12: 30 to 13:30 737 vehicles)· PM Peak Hour Factor ............ · ......... 93 .1% Weekly Summary Report Location ......................... Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code .................. 15 County ...................... ; ..... San Diego Recorder Set ................... 8/07/06 00:00 Recording Start ............... 8/08/06 00: 00 Recording End, ................. 8/10/06 OQ:00 Sample Time ..................... 15 Minutes Operator Number ............... 8714 Machine Nuber .................. 20314 Channel. .......................... A Recorder Mode .................. Volume Week of August 6, 2006 Channel: A -Direction: N End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 25 28 27 27 02:00 15 15 15 15 03:00 3 10 7 7 04:00 4 4 4 4 05:00 9 9 9 9 06:00 41 36 39 39 07:00 153 150 152 152 08:00 289 288 289 289 09:00 421 353 387 387 10:00 464 466 465 465 11:00 499 478 489 489' 12:00 569 601 585 . 585 13:00 648 617 633 633 14:00 625 598 612 612 15:00 677 692 685 685 16:00 750 728 739 739 17:00 908 867 888 888 18:00 941 1040 991 991 19~00 723 1018 871 871 20:00 580 547 564 564 21:00 316 311 314 314 22:00 225 206 216 216 23:00 117 150 134 134 24:00 64 87 76 76 Totals 9066 9299 9183 9183 % Avg Wkday 98.7 101. 3 % Avg Day 98.7 101. 3 AM Peak Hour 12:00 12:00 AM Count 569 601 PM Peak Hour 18:00 18:00 PM Count 941 1040 Weekly Summary Report Location ......................... Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code .................. 15 County ... ; ........................ San Diego Recorder Set ................... 8/07/06 00:00 Recording Start ............... 8/08/06 00: 00 Recording End .................. 8/10/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8714 Machine Nuber .................. 20314 Channel. .......................... A Recorder Mode .. , ............... Volume Week of August 6, 2006 Channel: A Direction: S End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 39 35 37 37 02:00 14 21 18 18. 03:00 6 8 7 7 04:00 6 7 7 7 05:00 22 21 22 22 06:00 105 97 101 101 07:00 560 561 561 561 08:00 808 777 793 793 09:00 662 762 712 712 10:00 575 559 567 567 11:00 560 587 574 574 12:00 633 611 622 622 13:00 708 717 713 713 14:00 680 691 686 686 15:00 674 669 672 672 16:00 580 609 595 595 17:00 606 633 620 620 18: 60 . 649 662 656 656 19:00 600 582 591 591 20:00 512 492 502 502 21:00 372 335 354 354 22:00 241 222 232 232 23:00 142 137 140 140 24:00 68 85 77 77 Totals 9822 9880 9851 9851 % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 AM Peak Hour 08:00 08:00 AM Count 808 777 PM Peak Hour 13:00 13: 00. PM Count 708 717 ENGINEERING COMPANY Transpon:acion Division 24-Hour Volume Plot Carlsbad Boulevard • . . . . Between Cannon Road and Cerezo Drive 08 End Time Tue 01:00 64 02:00 29 2000 03:00 9 04:00 10 1750 05:00 31 06:00 146 07:00 713 1500 . 08:00 1097 09:00 1083 .. 1250 " u 10:00 1039 :E 11:00 1059 ~ 1000 -12:00 1202 0 .. 13:00 1356 14:00 1305 750 15:00 1351 16:00 1330 500 17:00 1sf4 18:00 1590 250 19:00 1323 20:00 1092 0 " ID "' -N 21:00 688 22:00 466 23:00 259 24:00 132 I Total I 18888 I Tuesday, AugustS,2006 Carlsbad Boulevard Between Cannon Road and Cerezo Drive ,.. "' 0 - "' ;:: <D ~ 0 ;;; "' -- "' ., "' 0 "' -0 - ~ g g s ci "' "' 0 - '-r 0 "' " "' ;;:; --<D "' "' ;;:; 0 "' "' 0 "' "' N -"' -"' "' N ---0 N N -"" 0 - I ., a:, <D <D ID " ~ '-r Time "' "' N N "' -I • -Volumes represent combined totals of both directions. -·;M ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Boulevard Between Cannon Road and Cerezo Drive 09 End nme Wed 01:00 63 02:00. 36 2000 03:00 18 04:00 11 1750 05:00 30 06:00 133 07:00 711 1500 08:00 1065 09:00 1115 .. 1250 ~ 10:00 1025 u :i:: ~ 11:00 1065 >. 1000 -12:00 1212 0 " 13:00 1334 750 14:00 1289 15:00 1361 16:00 1337 500 17:00 1500 18:00 1702 250 19:00 1600 "' <D 20:00 1039 0 ■ 21:00 646 22:00 428 23:00 287 24:00 172 I Total I 19179 j Wednesday,August9,2006 Carlsbad Boulevard Between Cannon Road and Cerezo Drive "' "' -"' <D -"' <D 0 -N 0 -. 0 -- ;:: "' "' -·<0 "' -0 I "' --"' ... "' N ~ ;;; - 0 0 0 0 ~ ti Time ;;; 0, "' "' -N - N 0 ,_ 0 -0 0 <D 0 -~ ,_ "' ~- 0, "' 0 - <D ... <D - "' N .... ,_ "' N N ,_ - ~ J_ * -Volumes represent combined totals o( both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 16 Carlsbad Boulevard Between Poinsettia Lane and Island Way Page NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 ,. RICK ENGINEERJNG COMPANY Transportation Division Volume Count Report Location ................... Carlsbad Blvd: Poinsettia Lane to Island Way Location Code ....•....... 16 County ...................... San Diego Recorder Set ............. 8/07 /06 00: 00 Recording Start ......... 8/08/06 Recording End .......... :. 8/10/06 00:00 00:00 Sample Time ................ 15 Minutes Operator Number ......... 8715 Machine Number .......... 20315 Channel ..................... A Divide By ................... 2 Summation .................. No Two-Way ..................... No Tuesday 08/08/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 18 10 4 4 6 38 138 341 449 401 446 505 534 500 580 656 770 720· 577 454 269 196 82 51 7751 5 4 0 2 20 79 112 117 102 114 126 121 164 153 193 160 155 123 60 62 16 15 7 2 4 0 3 . 32 71 105 83 101 127 128 136 145 166 186 219 158 125 72 54 21 9 4 2 0 0 3 8 43 84 134 115 114 130 150 136 117 182 217 189 144 106 65 46 23 19 2 2 0 2 26 43 107 98 86 131 134 130 107 154 155 174 152 120 100 52 34 20 8 AM Peak Hour ............................... 11: 30 to 12:30 518 vehicles) AM Peak Hour Factor ..................... 96. 6% PM Peak Hour ..... ; ............. .-........... 16: 00 to 17:00 770 vehicles) PM Peak Hour Factor ................... ;. 88. 7% Wednesday 08/09/06 Channel: A Direction: N 010-0 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2301f2400 Totals 17 11 10 4 7 46 137 299 360 403 414 505 522 495 598 666 751 673 879 470 238 176 113 65 8061 5 3 4 0 4 24 51 64 102 101 110 126 137 138 150 167 196 234 144 81 48 33 22 4 2 4 2 4 40 70 89 99 106 124 128 126 165 155 184 163 220 119 69 45 26 19 2 2 0 0 4 12 40 82 87 116 99 147 137 113 144 176 181 229 223 106 41 44 26 10 6 4 2 2 1 26 33 96 100 84 108 124 131 117 151 167 219 265 202 101 47 39 26 14 AM Peak Hour ............................... 11:30 to 12:30 525 vehicles) AM Peak Hour Factor ..................... 89.3% PM Peak Hour ............................... 17 :30 to 18:30 948 vehicles) PM Peak Hour Factor ......... ; ........... 89.4% Volume Count Report Location ................... Carlsbad Blvd: Poinsettia Lane to Island Way Location Code ............ 16 County ...................... San ,Diego Recorder Set ............. 8/07/06 00:00 Recording Start ......... 8/08/06 00: 00 Recording End ............ 8/10/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8715 Machine Number .......... 20315 Channel. .............. .' .... • A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 08/08/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 31 9 4 5 15 72 437 766 633 522 654 670 662 628 625 521 569 705 597 492 302 176 109 50 9254 5 3 2 4 44 160 167 145 119 140 145 154 142 138 143 182 160 133 114 44 33 18 14 2 2 0 3 12 88 209 177 138 160 179 175 154 161 108 151 168 148 103 91 47 31 15 9 ,3 5 24 134 229 130 112 189 201 167 146 156 129 144 186 138 118 54 45 25 14 3 0 2 6 32 171 168 159 127 186 150 175 174 166 146 131 169 151 138 43 40 20 3 AM Peak Hour ..... , .......................... 07: 15 to 08:15 773 vehicles) AM Peak Hour Factor .......... , ........... 84. 4% PM Peak Hour ............................... 17: 00 to 18:00 705 vehicles) PM Peak Hour Factor ..................... 94. 8% Wednesday 08/09/06 Channel: A Direction: s ' .. 0100·0200"0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 26 19 13 6 14 58 498 724 694 491 539 731 751 696 620 583 641 737 524 465 274 171 120 73 9468 9 10 3 3 2 5 54 162 189 108 118 163 225 183 150 133 154 160 167 119 92 43 34 32 9 5 2 2 4 9 91 177 176 122 127 160 202 175 155 141 140 215 114 110 74 47 41 17 7 4 8 0 3 20 156 189 178 144 148 189 165 168 171 143 156 172 124 119 58 37 29 13 1 0 0 5 24 197 196 151 117 146 219 159 170 144 166 191 190 119 117 50 44 16 11 AM Peak Hour ............... .' ............... 11:30 to 12:30 835 vehicles) AM Peak Hour Factor ..................... 92 .-8% PM Peak Hour ............................... 11:45 to 12:45 811 vehicles) PM Peak Hour Factor ..................... 90.1% Weekly Summary Report Location ......................... Carlsbad Blvd: Poinsettia Lane to Is_land Way Location Code .................. 16 County ............................ San Diego Recorder Set ................... 8/07 /06 . 00: 00 Recording Start ............... 8/08/06 00: 00 Recording End .................. 8/10/06 QO: 00 ·sample Time ..................... 15 Minutes Operator Number ............... 8715 Machine Nuber .................. 20315 Channel. .......................... A Recorder Mode .................. Volume Week of August 6, 2006 Channel: A Direction: N End 06 07 08 09 10 11 12 Wkday Daily Time Sun M'on Tue Wed Thu Fri Sat Avg. Avg. ·01: 00 18 17 18 18 02:00 10 11 11 11 03:00 4 10 7 7 04:00 4 4 4 4 05:00 6 7 7 7 06:00 38 46 42 42 07:00 138 137 138 138 08:00 341 299 320 320 09:00 449 360 405 405 10:00 401 403 402 402 11:00 448 414 431 431 12:00 505 505 505 505 13:00 534 522 528 528 14:00 500 495 498 498 15:00 580 598 589 589 16:00 656 668 662 662 17:00 770 751 761 761 ". . _,], 8:.:.,0.0 720 873 797 .. 797 . ·.,.,,,.. 19: oo· 577 879 728 728 20:00 454 470 462 462. 21:00 269 238 254 254 22:00 196 176 186 186 23:00 82 113 98 98 24:00 51 65 58 58 Totals 7751 8061 7906 7906 % Avg Wkday 98.0 102.0 % Avg Day 98.0 102_. 0 AM Peak Hout 12:00 12:00 AM Count 505 505 PM Peak Hour 17:00 19:00 PM Count 770 879 ' ' I W eeldy Summary Report Location .................... .' .... Carlsbad Blvd: Poinsettia Lane. to Island Way Location Code .................. 16 County ............................ San Diego Recorder Set,' .................. 8/07 /06 00: 00 Recording Start ............... 8/08/06 00:00 Recording End .................. 8/10/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8715 Machine Nuber ........ , .......... 20315 Channel. .......................... A Recorder Mode .................. Volume Week of August 6, 2006 Channel: A Direction: S End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 31 26 29 29 02:00 9 19 14 14 03:00 4 13 9 9 04:00 5 6 6 6 05:00 15· 14 15 15 06:00 72 58 65 65 07:00 437 498 468 468 08:00 766 724 745 745 09:00 633 694 664 664 10:00 522 491 507 507 11:00 654 539 597 597 12:00 670 731 701 701 13:00 662 751 707 707 14:00 628 696 662 662 15:00 625 620 623 623 16:00 521 583 552 552 17:00 569 641 605 605 18 :,0 o.,-, 705 737 721 ·721 :,?~--: 19:00· 597 524 561 561 20:00 492 465 479 479 . 21:00 302 274 288 288 22:00 176. 171 174 174 23:00 109 120 115 115 24:00 50 73 62 62 Totals 9254 9468 9361 9361 % Airg Wkday 98.9 101.1 % Avg Day 98.9 101.1 AM Peak Hour 08:00 12:00 AM Count 766 731 PM Peak Hour 18:00 13:00 PM Count 705 751 ·r1m1· ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Boulevard • Between Poinsettia Lane and Island Way -,. Tuesday,AugustS,2006 08 End Time Tue Carlsbad Boulevard Between Poinsettia Lane and Island Way 01:00 49 02:00 19 1750 03:00 8 04:00 9 "' 05:00 21 1500 N en ~ <') 06:00 110 07:00 575 08:00 1107 09:00 1082 1250 ~ " <') "' ~ "' "' .... ... en 0 .... a, N .... .... .... N N :;:: :;:: N ~ ~ ~ 0 a, 0 ~ ~ ~ ~ ~ 0 ~ ~ ~ 10:00 923 11:00 1102 u 1000 :E ~ <') "' ... N en en -12:00 1175 13:00 1196 14:00 1128 0 .. 750 "' ;;: .... "' "' 15:00 1205 500 N 16:00 1177 .... <') 17:00 1339 18:00 1425 19:00 1174 20:00 946 250 0 '" 0 0 ~ I en ~ ... a, ;:;; J... I -~ a, a, . . ...,. ½-...,. 21:00 571 22:00 372 23:00 191 Time 24:00 101 I Total I 11oos 1 • -Volumes represent combined totals of both directions. ENGINEERING COMPANY Transportation Division 'M 24-Hour Volume Plot Carlsbad Boulevard • . . . Between Poinsettia Lane and Island Way :i•Wednesday, August 9, 2006 09 End Time Wed Carlsbad Boulevard Between Poinsettia Lane and Island Way 01:00 43 02:00 30 2250 03:00 23 04:00 10 2000 ' 05:00 21 06:00 104 1750 0 . -07:00 635 "' -08:00 ·1023 09:00 1054 10:00 894 1.1:00' 953 12:00 1236 13:00 1273 1500 "' " u :c 1250 " > -0 .. 1000 N .., en 0 .., .., ... "' ;;; --... ., .., N 1n °' N N -----. .., ... -., N .o 0 -.., ., -... ., .., . en en en ., 14:00 1191 750 ., .., 15:00 1218 "' N 16:00 1251 17:Q0 1392 500 ;;; !;j: .., .., 18:00 1610 19:00 1403 20:00 935 250 0 .., ... N ., 0 LU .., 0 .., -... 0 °' ■ -.., N -. .. 21:00 512 22:00 347 § ~ 0 0 8 ~ ~ 0 8 8 § 8 0 0 0 8 ~ 8 0 0 0 ~ ~ 8 ~ ~ 0 ~ 0 0 0 0 0 " ~ .,; g \:, ;! :, ~ :a .,; 0 " V 0 0 0 0 0 0 0 N N N 23:00 233 Time 24:00 138 I Total I 17529 I • -Volumes represent combined totals of both directions. r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 17 Carlsbad Boulevard Between A venida Encinas and La Costa A venue NB 15.Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report S~ Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division 'M Page 1 2 3 4 5 6 · Volume Count Report Location ..... · .............. Carlsbad Blvd: Avenida· Encinas to La Costa Ave Location Code ............ 17 County .. ; ................... San Diego Recorder Set .......•..... 8/07 /06 00: 00 Recording Start ......... 8/08/06 00: 00 Recording E;nd ...•........ 8/10/06 00: 00 Sample Time .............•. 15 Minutes Operator Number .•..•.... 8716 Machine Number .......... 20316 Channel ..................... A Divide By •................. 2 Summation .................. No Two-Way .. '. •.........•...•...• No Tuesday 08/08/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 j300 1400 1500 1600 1700 1800 j900 2000 2100 2200 2300 2400 Totals 17 13 4 5 3 42 169 341 423 406 447 471 507 510 595 693 790 768 607 473 276 198 90 39 7887 5 6 0 3 0 20 73 100 118 97 95 108 117 149 163 202 185 141 137 90 67 21 9 5 3 3 0 2 5 32 91 96 95 106 131 130 136 159 164 192 224 174 131 74 51 22 12 5 4 0 1 17 52 70 126 105 121 117 141 130 130 194 232 192 152 113 62 45 31 9 2 0 0 2 0 19 65 107 101 88 123 128 128 127 1.57 172 164 167 140 92 50 35 16 9 AM Peak Hour ............................... 11: 15 td 12:15 484 vehicles) AM Peak Hour Factor ....................• 92. 4% PM Peak Hour ............................... 16: 30 to 17:30 805 vehicles) PM Peak Hour Factor ..................... 86. 7% Wednesday 08/09/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 19 13 6 3 3 39 133 302 331 408 373 480 513 476 594 660 774 903 927 472 267 186 114 62 8058 3 6 3 0 2 26 51 60 109 81 99 126 116 153 152 182 181 242 129 87 49 40 16 7 3 1 3 4 28 66 96 107 97 114 125 130 166 151 161 219 216 126 80 51 29 16 .3 1 2 0 0 14 43 78 80 110 99 145 120 103 141 189 216 251 251 106 46 51 20 14 6 3 0 0 19 36 107 95 82 96 122 142 127 134 168 215 252 218 111 54 35 25 16 AM Peak Hour ............................... 11: 30 to 12:30 518 vehicles) AM Peak Hour Factor ..................... 89. 3% PM Peak Hour ........................•...... 17: 15 to 18:15 964 vehicles) PM Peak Hour Factor ..................... 95. 6% Volume Count Report Location ................... Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code ............ 17 County ...................... San Diego Recorder Set ............. 8/07/06 00:00 Recording Start ......... 8/08/06 00:00 Recording End .•.......... 8/10/06 00: 00 Sample Time •......•....... 15 Minutes Operator Number ......... 8716 Machine Number .......... 20316 Channel. .............•...... A Divide By, .........•....... 2 Summation .................. No Two-Way ...•.........•...•... N6 Tuesday 08/08/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 22 6 4 5 20 95 524 1100 894 642 798 792 717 627 649 514 567 710 580 447 209 129 75 40 10166 4 2 6 49 247 242 161 160 167 169 130 166 136 132 161 142 132 75 41 22 16 8 2 3 0 2 15 114 317 247 173 200 203 178 165 166 121 134. 180 168 102 65 34 20 9 7 2 0 9 29 157 278 210 151 211 246 178 132 150 118 152 191 128 101 37 27 18 8 3 1 0 2 8 45 204 258 195 157 227 176 192 200 167 139 149 178 142 112 32 27 15 7 AM Peak Hour .•............................. 07:00 to 08:00 1100 vehicles) AM Peak Hour Factor .•................... 8 6. 8 % PM Peak Hour ...•...••...................... 12:00 to 13:00 717 vehicles) PM Peak Hour Factor ...................... 93. 4% Wednesday 08/09/06 Channel: A. Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 23 14 7 5 19 74 592 918 835 584 564 793 868 685 617 545 606 842 627 436 196 136 91 63 10140 6 5 2 2 6 59 216 209 169 130 174 255 173 163 124 127 168 224 129 60 33 24 24 9 7 2 2 3 9 119 234 201 130 131 173 239 153 157 134 146 199 130 97 51 36 32 16 6 2 3 1 7 24 180 226 219 142 140 195 189 178 149 132 145 250 143 122 42 33 20 9 2 0 0 7 35 234 242 206 143 163 251 185 181 148 155 188 225 130 88 43 34 15 14 AM Peak Hour ............................... 11: 30 to 12:30 940 vehicles) AM Peak Hour Factor ..................... 92 .2%- PM Peak Hour ............................... 11: 45 to 12:45 934 vehicles) PM Peak Hour Factor •.....•.............• 91. 6% Weekly Summary Report Location ......................... Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code ................... 17 County ............. ; .............. San Diego Recorder Set_ ................... 8/07/06 00:00 Recording Start ............... 8/08/06 00: 00 Recording End .................. 8/10/06 00: 00 Sample Time .................... · .. 15 Minutes Operator Number ............... 8716 Machine Nuber .................. 20316 Channel ........ · ................... A Recorder Mode .................. Volume Week of August 6, 2006 Channel: A Direction: N End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 17 19 18 18 02:00 13 13 13 13 03:00 4 6 5 5 04:00 5 3 4 4 05:00 3 3 3 3 06:00 42 39 41 41 07:00 169 133 151 151 08:00 341 302 322 322 09:00 423 331 377 377 10:00 406 408 407 407 11:00 447 · 373 410 410 12:00 471 480 476 476 13:00 507 513 510 510 14:00 510 476 493 493 15:00 595 594 595 595 16:00 693 660 677 677 17:00 790 774 782 . 782 18:00 .,... -· -,2_68 903 836 836 19:00 607 927 767 767 20:00 473 472 473 473 21:00 276 267 272 272 22:00 198 186 192 192 23:00 90 114 102 102 24:00 39 62 51 51 Totals 7887 8058 7973 7973. % Avg Wkday 98.9 101.1 % Avg Day 98.9 101.1 AM Peak Hour 12:00 12:00 AM Count 471 480 ( PM Peak Hour 17:00 19:00 PM Count 790 927 Weekly Summary Report Location ......................... Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code .................. 17 County ............................ San Diego Recorder Set ................... 8/07/06 00:00 Recording Start ............... 8/08/06 00: 00 Recording End .................. 8/10/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8716 Machine Nuber .................. 20316 Channel. .......................... A Recorder Mode .................. Volume Week of August 6, 2006 Channel: A Direction: S 'End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 22 23 23 23 02:00 6 14 10 10 03:00 4 7 6 6 04:00 5 5 5 5 05:00 20 19 20 20 06:00 95 74 85 85 07:00 524 592 558 558 08:00 1100 918 1009 1009 09:00 894 835 865 865 10:00 642 584 613 . 613 11:00 798 564 681 681 · 12:00 792 793 793 793 13:00 717 868 793 793 14:00 627 685 656 656 15:00 649 617 633 633 16:00 514 545 530 530 17:00 567 606 587 587 18:00 7_1_9,-842 776 776 19:00 580 627 604 604 20:00 447 436 .442 442 21:00 209 196 203 203 22:00 129 136 133 133 23:00 75 91 83 83 24:00 40 63 52 52 Totals 10166 10140 10153 10153 % Avg Wkday 100.1 99.9 % Avg Day 100.1 99.9 AM Peak Hour 08:00 08:00 AM Count 1100 918 PM Peak Hour 13:00 13 :00 PM Count 717 868 ll(!H'" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Boulevard • . . . Between Avenida Encinas and La Costa Avenue Tuesday, August8,2006 08 End Time Tue Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue 01:00 39 02:00 19 't 03:00 8 2250 04:00 10 05:00 23 2000 06:00 137 :.l 07:00 693 1750 08:00 1441 09:00 1317 10:00 1048 11:00 1245 12:00 1263 1500 1250 ., :;: .... .... .., ;!: .... "' -;;; "' "' ..,. .., "' -~ «> "' ~ .... -.... "' ~ .... 0 ., -"' -~ -., --... -0 -0 13:00 1224 1000 "' a, 14:00 1137 15:00 1244 750 "' "' . «> 16:00. 1207 17:00 1357 500 "' ., ... .... "' "' 18:00 1478 19:00 1187 20:00 920 250 0 .... "' «> "' --lLi "' "' 0 "' I "' -., -"' ~ ~ 21:00 485 22:00 327 8 0 8 § 0 8 8 0 " " 0 irl m ~ ~ ti ~ ~ 0 0 23:00 165 Time 24:00 79 I Total 11sos3 I • -Volumes represent combined totals of both directions. I ENGINEERING COMPANY Transponarion Division 24-Hour Volume Plot Carlsbad Boulevard • Between Avenida Encinas and La Costa Avenue Wednesday,August9,2006 09 End Time Wed Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue 01:00 42 02:00 27 03:00 13 2000 04:00 8 "' 05:00 22 .. .... 06:00 113 1750 ~ .. "' 07:00 725 08:00 1220 09:00 1166 10:00 992 1500 .. "' 1250 "E "' ~ '1 ;;; 0 a, "' "' "' 0 .... ~ ~ ~ "' N <D N <O '" 0 N <D ~ N ~ ~ ~ ~ ~ ~ ~ 11:00 937 12:00 1273 :c "' > 1000 0 N "' .... "' "' "' "' 0 "' 13:00 1381 .. "' 14:00 1161 N . 750 .... 15:00 1211 16:00 1205 500 "' <D .. 17:00 1380 N N 18:00 1745 . 19:00 1554 20:00 908 21:00 463 22:00 322 250 0 "' "' 0 "' "' N N ;: u. .... "' N .. N ~ "' N . 0 0 8 ~ ~ ~ ~ 23:00 205 Time 24:00 125 Total I 18198 I * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 18 La Costa A venue Between Saxony Road and Piraeus Street Page WB.15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... La Costa Avenue: Saxony Rd. to Piraeus St. Location Code ............ 18 County ...................... San Diego Recorder Set ............. 7/25/06 00:00 Recording Start ......... 7 /26/06 00: 00 Recording End ............ 7 /28,/06 00: 00 Sample. Time ............... 15 Minutes J Operator Number ........ , 8717 Machine Number .......... 2031 7 Channel ...................... A Divide By .......•.......... 2 Summation .................. No Two-Way ..................... No Wednesday 0 7 / 2 6 / 0 6 Channel : A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 iooo 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 66 32 31 25 136 335 894 1078 1031 940 1018 1070 1023 983 1034 1133 1073 1064 950 654 489 361 256 135 15811 23 9 8 5 13 61 194 247 239 237 223 242 253 228 254 229 237 279 252 211 125 94 84 30 14 8 6 5 30 59 199 262 273 216 236 253 288 254 242 318 267 299 266 172 129 99 68 37 21 4 9 7 46 89 260 304 282 241 285 309 274 241 276 300 290 227 204 138 122 91 60 41 8 11 8 8 47 126 241 265 237 246 274 266 208 260 262 286 279 259 228 133 113 77 , 44 27 AM Peak Hour ............................... 11: 30 to 12:30 1116 vehicles) AM Peak Hour Factor ..................... 90.3% PM Peak Hour ............................... 16:30 to 17:30 1147 vehicles) PM Peak Hour Factor ..................... 95. 9% Thursday 07/27/06 .Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 80 44 29 35 124 371 884 1101 1054 977 931 982 1009 938 1055 1118 1095 ·1082 892 678 496 396 247 174 15792 34 10 6 10 7 52 186 256 256 219 213 228 205 215 268 264 267 279 231 183 132 116 60 66 21 11 10 7 25 75 206 296 269 227 218 270 252 266 229 291 269 311 241 165 129 96 79 42 9 6 10 10 42 103 252 251 266 273 245 237 276 220 297 · 301 286 217 ·209 168 113 . 89 71 40 · 16 17 3 8 50 141 240 298 263 258 255 247 276 237 261 262 273 275 211 162 122 95 37 26 AM Peak Hour ............................... 07:00 to. 08:00 1101 vehicles) AM Peak Hour Factor ..................... 92. 4% PM Peak Hour ............................... 16: 30 to 17:30 1149 vehicles) PM Peak Hour Factor ..................... 92. 4% Volume Count Report Location ................... La Costa Avenue: Saxony Rd, to Piraeus St. , Location Code ............ 18 County ...................... 'san Diego Recorder Set ............. 7 /25/06 00: 00 Recording Start ......... 7 /26/06 00: 00 Recording End ............ 7 /28/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8717 Machine Number .......... 20317 Channel. .................... A Divide By .................. 2 Summation .................. No Two-Way .. , ... , .............. _No Wednesday 07/26/06 Channel: A · Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 131 64 28 36 . 62 262 1004 1135 1074 787 815 843 909 971 956 1120 1215 1237 1116 920 695 570 461 282 16693 30 22 10 11 9 25 154 243 287 184 200 200 225 241 220 261 315 300 301 250 191 166 139 80 39 9 12· 11 11 52 240 256 249 211 202 219 219 220 259 257 286 325 299 238 182 139 103 68 30 18 4 5 16 92 318 328 263 204 229 202 230 260 223 290 309 292 282 245 160 149 107 74 32 15 2 9 26 93 292 308 275 188 184 222 235 250 254 312 305 320 234 187 162 116 112 60 AM Peak Hour ............................... 07: 15 to 08:15 1179 ' vehicles) AM Peak Hour Factor ... : ................. 89. 9% PM Peak Hour ............................... 16:30 to 17:30 1239 vehicles) PM Peak Hour Factor ..................... 95.3% Thursday 07/27/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 110012001300 1400'1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 117 72 38 31 64 253 934 990 1029 830 785 834 872 992 1024 1125 1313 1306 1220 898 745 643 490 255 16860 36 26 12 10 7 30 134 243 246 213 203 184 195 243 266 256 316 343 354 268 186 183 141 68 28 14 13 8 10 43 228 224 277 223 211 199 209 226 243 288 311 312 292 211 213 160 134 82 31 12 9 5 18 79 325 266 251 208 187 208 257 263 271 282 318 321 274 230 194 167 121 54. 22 20 4 8 29 101 247 257 255 186 184 243 211 260 244 299 368 330 300 189 152 133 94 51 AM Peak Hour ............................... 07: 30 to 08:30 1046 vehicles) AM Peak Hour Factor ..................... 94. 4% PM Peak Hour ............................... 16:45 to 17:45 · 1344 vehicles) PM Peak Hour Factor ..................... 91.3% \. Weekly Summary Report Location ............... : ......... La Costa Avenue: Saxony Rd. to Piraeus St. Location Code .................... 18 County ............................. San Diego Recorder Set ................... 7 /25/06 00: 00 Recording Start ................ 7 /26/06 .00: 00 Recording End .................. 7 /28/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8717 Machine Nuber .................. 20317 Channel ........ : .................. A Recorder Mode .................. Volume Week of July 23, 2006 Channel: A Direction: W End 23 24 25 26 27 28 29 Wkday Daily Time sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 66 80 73 73 02:00 32 44 38 38 03:00 31 29 30 30 04:00 25 35 30 30 05:oo.· 136 124 130 130 06:00 335 371 353 353 07:00 894 884 889 889 08:00 1078 1101 1090 1090 09:00 1031 1054 1043 1043 10:00 940 977 959 959 11:00 1018 931 975 975 12:00 1070 982 1026 1026 13:00 -1023 1009 1016 1016 14:00 983 938 961 961 15:00 1034 1055 1045 1045 16:00 1133 1118 1126 1126 17:00 1073 1095 1084 1084 18:00 10 64"' .1082. •.c···> 1073 1073 19:00 950 892 921 921 20:00 654 678 666 666 21:00 489 496 493 493 22:00 361 396 379 379 23:00 256 247 252 252 24:00 135 174 155 155 Totals 15811 15792 15802 15802 % Avg Wkday 100.1 99.9 % Avg Day 100.1 99.9 AM Peak Hour 08:00 08:00 AM Count 1078 1101 PM Peak Hour 16:00 16:00 PM Count 1133 1118 Weekly Summary Report Location ..... : ................... La Costa Avenue: Saxony Rd. to Piraeus St. Location Code .................. 18 County ............................ San Diego Recorder Set ................... 7/25/06 00:00 Recording Start ............... 7/26/06 00:00 Recording En.ct .................. 7 /28/06 00: 00 Sample Time ............... ; ..... 15 Minutes Operator Number ............... 8717 Machine Nuber .................. 20317 Channel ........................... A Recorder Mode .................. Volume Week of July 23, 2006 Channel: A Direction: E End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat -Avg. Avg. 01:00 131_ 117 124 124 02:00 64 72 68 68 03:00 28 38 33 33 04:00 36 31 34 34 05:00 62 64 63 63 06:00 262 253 · .258 258 07:00 1004 934 969 969 08:00 1135 990 1063 1063 09: 00 · 1074 1029 1052 1052 10:00 787 830 809 . 809 11: 00 815 785 800 800 12:00 843 834 839 839 13:00 909 872 891 891 14:00 971 992 982 982 15:00 956 1024 990 990 16:00 1120 1125 1123 1123 17:00 1215, 1313 12 64 12 64 18:00 1237 ,1306 1272" 1272 19:00 1116 i.220 1168 1168 20:00 920 898 909 909 21:00 695 745 720 720 22:00 570 643 607 607 \ 23:00 461 490 476 476 24:00 282 255 269 269 Totals 16693 16860 16777 16777 % Avg Wkday 99.5 100.5 % Avg Day 99.5 100.5 AM Peak Hour 08:00 09:00 AM Count 1135 1029 PM Peak Hour 18:00 17:00 PM Count 1237 1313 Transponation Division "26 End Time Wed 01:00 197 02:00 96 03:00 59 04:00 61 05:00 198 06:00 597 07:00 1898 08:00 2213 09:00 2105 10:00 1727 11:00 1833 12:00 1913 13:00 1932 14:00 1954 15:00 1990 16:00 2253 17:00 2288 18:00 2301 19:00 2066 20:00 1574 21:00 1184 22:00 931 23:00 717 24:00 417 I Total I 325041 24-Hour Volume Plot La Costa Avenue Between Saxony Road and Piraeus Street 3000 2750 2500 2250 2000 "' " u 1750 :2 " > 1500 -0 .. 1250 1000 750 500 .... 0, 250 - 0 _I Wednesday, July 26, 2006 La Costa Avenue Between Saxony Road and Piraeus Street ' . r \ ' l <D C> ■ "' "' - g s ' .... 0, "' a, "' -;;; I - a, 0, a, - ., °' N g ,;; 0 "' 0 °' ., a, 0 a, "' N ., N N N N <D .., 0 <D ., N 0, 0 -., "' 0, N ., C> C> -., 0, -.... a, --N -.... -.., .... "' -.., a, -- '-.-. ~ & :' -~ Time -., C> .... ;:: 0 0 ::3 • . . . . ~ .... ::;: g " N JJ • ~ Volumes represent combined totals of both directions. -. 27 End Time. Thur 01:00 197 02:00 116 03:00 67 04:00 66 05:00 188 06:00 624 07:00 1818 08:00 2091 09:00 2083 10:00 1807 11:00 1716 12:00 1816 13:00 1881 14:00 1930 15:00 2079 . 16:00 2243 17:00 2408 18:00 2388 19:00 2112 20:00 1576 21:00 1241 22:00 1039 23:00 737 24:00 429 I Total I 325s21 24-Hour Volume Plot· La Costa Avenue • • . . . . Between Saxony Road and Piraeus Street 3000 2750 2500 2250 2000 "' " u 1750 :.: ~ 1500 -0 "" 1250 ; 1000 750 500 ; ,._ 250 0, "' -- 0 J -Iii Thursday, July 27, 2006 La Costa Avenue Between Saxony Road and Piraeus Street .... N "' ., ., -,._ "' I "' "' -- '" "' ., 0 0 N N ., -., - ' ,._ 0 ., - 8 0 "' ;::: - ., ., 0 ., "' .... "' .... N N 0, N N ,._ N -0 0 ;;; ;;; "' N "' 0, -., -., --"' ,._ "' - ;;: N -- '-,- Time -- 0, "' 0 -,._ "' ,._ 0, N .... * ~ Volumes represent combined totals of l:Joth directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 19 La Costa A venue Between Cadencia Street and Romeria Street Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report · 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Divisi6n Volume Count Report Location ................... La Costa Avenue: Cadencia· St. to Romeria St. Location Code ............ 19 County ................... ; .. San Diego Recorder Set ............. 7/17/06 00:00 Recording Start ......... 7 /18/06 00: 00 Recording End ............ 7 /20/06 00: 00 Sample Time ............... 15 Minutes . Operator Number ......... 8718 Machine Number· ......•... 20318 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07 /18/06 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 23 9 8 7 37 122. 321 425 456 389 318 324 355 314 321 374 401 375 319 200 186 157 86 39 5566 3 2 3 4 4 18 53 97 117 97 78 77 114 74 79 85 89 99 86 43 60 44 33 8 9 4 0 2 9 26 64 107 114 86 87 83 81 82 70 103 120 79 88 57 37 45 20 9 4 2 2 0 11 36 102 117 114 100 74 87 73 85 77 91 91 94 83 48 37 32 25 11 7 3 13 42 102 104 111 106 79 77 87 73 95 95 101 103 62 52 52 36 8 11 AM Peak Hour ............................... 08: 00 to .09: 00 456 vehicles) AM Peak Hour Factor ..................... 97. 4% PM Peak Hour .......................•....... 16: 15 to 17:15 411 vehicles) PM Peak Hour Factor .................. ; .. 85.6% Wednesday 07/19/06 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500. 160017001800 1900 2600 2100 2200 2300 2400 Totals 12 21 6 8 31 110 316 451 460 391 323 336 402 329 340 353 348 381 342 240 176 132· 96 60 5664 3 9 2 2 2 19 46 93 118 103 93 79 108 78 75 97 94 93 105 65 52 .40 32 24 5 3 2 5 13 70 127 114 93 75 74 111 77 76 78 74 88 79 54 39 30 22 18 3 5 1 9 39 98 117 125 95 69 80 100 82 101 102 78 92 82 70 42 30 28 6 4 2 3 15 39 102 114 103 100 86 103 83 92 88 76 102 108 76 51 43 32 . 14 12 AM Peak Hour ............................... 07: 15 to 08:15 476 vehicles) AM Peak Hour Factor ..................... 93. 7% PM Peak Hour ............................... 11: 45 to 12:45 422 vehicles) PM Peak Hour Factor ..................... 95. 0% r Volume Count Report Location ................... La Costa Avenue: Cadencia St. to Romeria St. Location Code ............ 19 County ...................... San Diego Recorde.r Set ............. 7/17/06 00:00 Recording Start ......... 7 /18/06 00: 00 Recording End ............ 7/20/06 00:00 Sample Time ........ ; ...... 15 Minutes Operator Number ......... 8718 Machine Numbe·r ........... 20318 Channel ........ ; ............ A Divide By .................. ·2 Summation ...... _. ........... No Two-Way ...... ; .............. No Tuesday 07/18/06 Channel: A Direct.ion : E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 37 20 13 9, 20 58 258 335 332 282 244 338 342 337 431 513 483 645 529 401 341 236 192 105 6501 9 7 3 2 4 5 34 68 81 70 59 17 73 89 108 113 126 170 152 130 90 65 65 39 12 6 4 4 13 62 96 80 68 51 80 89 70 126 129 120 150 138 99 81 57 · 42 30 14 0 4 4 7 19 81 87 84 65 60 70 110 96 108 136 112 162 133 86 90 63 43 19 2 7 2 2 5 21 81 84 87 79 74 111 70 82 89 135 125 163 106 · 86 80 51 42 17 AM Peak Hour ............................... 07: 15 to 08:15 348 vehicles) AM Peak Hour Factor ............ ; ........ 90.6% PM Peak Hour ............................... 17: 00 to 18:00 645 vehicles) PM Peak Hour Factor ..................... 94.9% Wednesday 07/19/06 Channel: A Direction: E ,.0100 0200 0300 0400 0500 0600·0700 0800 0900 1000 1100 1200 1300 1400 1500 160o'.1700 1800.1900 2000·2100 2200 23002400 Totals 50 25 15 16 19 54 228 335 347 291 289 345 376 350 377 432 486 577 537 376 334 263 173 95 6390 15 7 6 3 2 7 35 67 85 89 62 82 105 92 83 91 108 141 144 116 88 84 55 31 10 . 7 . 7 4 10 9 59 116 89 69 58 91 94 87 84 119 116 151 124 96 87 58 43 19 · 16 10 2 2 2 15 68 64 69 71 81 75 84. 79 104 111 128 136 142 87 76 67 37 26 9 1 0 7 5 23 66 88 104 62 88 97 93 92 106 111 134 149 127 77 83 54 38 19 AM Peak Hour ............................... 11 : 3 O to 12:30 371 vehicles) AM Peak Hour Factor ..................... 88.3% PM Peak Hour ........................ , ...... 1 7 : 15 to 18:15 580 vehicles) PM Peak Hour Factor ..................... 96. 0% Weekly Summary Report Location ......................... La Costa Avenue: Cadencia S1:. to Romeria St. Location Code ................. ·.)9 County ............................ San Diego Recorder Set ................... 7 /17 /06 00: 00 Recording Start ............... 7 /18/06 00: 00 Recording End .................. 7 /20/06 00: 00 Sample Time .......... ; .......... 15 Minutes Operator Number ........ -....... 8718 Machine Nuber .................. 20318 Channel. .......... :.; ..•........... A Recorder Mode .................. Volume Week of July 16, 2006 Channel: A Direction: W End 16 17 18 19 20 21 22 Wkday Daily Time Sun ·Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 23 12 18 18 02:00 9 21 15 15 03:00 8 6 7 7 04:00 7 8 8. 8 05:00 37 31 34 34 06:00 122 110 116 116 07:00 321 316 319 319 08:00 425 451 438 438 09:00 456 460. 458 458 · 10:0.0 389 391 390 390 ·11: 00 318 323 321 321 12:00 324 336 330 330 13:00 355 402 379 379 14:00 314 329 322 322 15:00 321 340 331 331 16:00 374 353 364 364 17:00 401 348 375 375 18:00 375 381 378 378 19:00 319 342 331 331 20:00 200 240 220 220 21:00 186 176 181 181 22:00 157 132 145 145 23:00 86 96 91 91 24:00 39 60 so so Totals 5566 5664 5615 5615 % Avg Wkday 99.1 100.9 % Avg Day 99 .. 1 100.9 AM Peak Hour 09:00 09:00 AM Count 456 460 PM Peak Hour 17:00 13:00 PM Count 401 402 Weekly Summary Report Location ......................... La Costa Avenue: Cadencia St. to Romeria St. Location Code .................. 19 County ............................ San Diego Recorder Set ................... 7/17/06 00:00 Recording Start ............... 7 /18/06 00: 00 Recording End ............... , .. 7 /20/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8718 Machine Nuber .................. 20318 Channel. .......................... A Recorder· Mode .................. Volume Week of July 16, 2006 Channel: A Direction: E End 16 17 18 19 20 21 22 Wkday Daily Time· Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 37 50 44 44 02:00 20 25 23 23 03:00 13 15 14 14 04:00 9 16 13 13 05:00 20 19 20 20 06:00 58 54 56 56 07:00 258 228 243 243 08:00 335 335 335 335 09:00 332 347 340 340 10:00 282 291 2.87 287 11:00 244 289 267 267 12:00 338 345 342 342 13:00 342 376 359 359 14:00 337 350 344 344 15:00 431 377 404 404 16:00 513 432 473 473 17:00 483 486 485 485 . l 18:00 645 577 .. 611 611 --19:00 529 537 533 533 20:00 401 376 389 389 21:00 341 334 338 338 22:00 236 263 250 250 23:00 192 173 183 183 24:00 105 95 100 100 Totals 6501 6390 6446 6446 % Avg Wkday 100.9 99.1 % Avg Day 100.9 99.1 AM Peak Hour 12:00 09:00 AM Count 33_8 347 PM Peak Hour 18:00 18:00 PM Count 645 577 I ;M ENGINEERING COMPANY Transportation J?ivision 24-Hour Volume Plot La Costa-Avenue ~ .. Between Cadencia Street and Rorneria·Street Tuesday, July 18, 2006 18 End Time Tue La Costa Avenue Between Cadencia Street and Romeria Street 01:00 60 02:00 29 1250 03:00 21 04:00 16 0 05:00 57 N 0 -06:00 180 1000 07:00 579 ,__ ..,. <O <O <O <O <O ..,. 08:00 760 09:00 788 10:00 671 11 :00 562 12:00 662 ,,, " u 750 :c " > 0 .. <O <O 0 <O N <D ,__ "' ,__ ,__ ,__ -N 0, ,._ <D <D ;;; <D <D <D ;; 0, N ,._ <D "' <D ,._ "' N "' 13:00 697 500 14:00 651 "' 0, "' 15:00 752 "' 16:00 887 ,__ N 17:00 884 250 0 "' ..,. -18:00 1020 ..,. 19:00 848 20:00 601 0 0 ,__ I <D 0, ·'" <D "' ■ N ■ -- 21:00 527 22:00 393 23:00 278 Time 24:00 144 Total I 12067 I * -Volumes represent combined totals of both directions. ENGINEERING COMPANY Transpoitation Division 24-Hour Volume Plot La Costa Avenue ~ w Between Cadencia Street and Romeria Street Wednesday, July 19, 2006 19 End Time Wed La Costa Avenue Between Cadencia Street and Romeria Street 01:00 62 02:00 46 1250~-----------,-~------------------------, 03:00 21 04:00 24 05:00 50 "' 06:00 164 1000 .,., "' 07:00 544 08:00 786 09:00 807 10:00 682 11:00 612 12:00 681 13:00 778 a, .., ,_ "' "' ,_ "' 0 "' .,., a) "' a) ,_ "' 0 ,_ ,_ ,_ ,_ ~ N "' ;::: u 750 "' 00 ,_ :E "' N "' "' "' ~ ~ • ;;; > "' -.., 0 .., 0 "' .,., ~ "' 500 .,., 14:00 679 "' "' 15:00 717 "' 16:00 785 "' N 17:00 834 250 ·..,-.,., "' .,., ~ 18:00 958 19:00 879 20:00 616 ~ N "' 0 I "' .., '" .., .,., _I • N • 0 -- 21:00 510 22:00 395 0 0 0 0 0 0 .o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ ~ 0 0 0 ~ ·O ~ 0 0 0 0 0 0 i; N ;; ~ m m :, io in ~ ~ ~ ~ " in d i;:; N ;; ~ 0 0 0 0 0 0 0 N N N N 23:00 269 Time 24:00 155 I Total I 12054 I * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 20 Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... Rancho Santa Fe Road: La Costa Meadows Dr. to San Elijo Locatio.n Code ............ 20 County ................ · ...... San Diego Recorder Set ............. 7/25/06 00:00 Recording Start ......... 7 /26/06 00: 00 Recording End ............ 7/28/06 00:00 Sample Time: .............. 15 Minutes Operator ·Number ......... 8718 Machine Number .......... 20318 . Channel ............ : ........ A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/26/06 Channel: A ·oi:rection: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 76 37 23 30 52 159 432 796 879 762. 733 740 750 886 989 1148 1268 1221 1006 707 497 465 304 164 14124 23 7 5 5 7 34 77 147 216 220 173 175 190 219 234 275 311 293 268 224 143 121 101 58 18 12 8 4 8 34 80 173 249 184 196 190 178 238 255 270 329 349 265 178 130 131 85 42 21 9 7 11 15 41 133 224 182 190 182 198 197 219 237 296 333 307 270 147 109 100 61 34 14 9 3 10 22 50 142 252 232 168 182 177 185 210 263 307 295 272 203 158 115 113 57 30 AM Peak Hour ............................... 07:30 to 08:30 941 vehicles) AM Peak Hour Factor ..................... 93.4% PM Peak Hour ............................... 15:45 to 16:45 1280 vehicles) PM Peak Hour Factor ..................... 96.1% Thursday 07/27/06 Channel: A Direction: N · 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 80 45 24 33 48 173 441 810 885 804 778 780 786 904 1018 1143 1191 1178 948 709 535 470 298 201 14282 28 15 5 7 5 31 66 146 218 193 179 195 178 214 257 · 255 298 280 278 188 151 152 93 73 24 8 6 7 7 39 90 170 203 209 196 174 '182 243 261 271 322 313 260 180 122 125 96 45 16 15 4 11 15 51 130 248 235 210 203 210 214 232 213 330 284 274 230 177 130 97 54 53 12 7 9 8 21 52 155 246 229 192 200 201 212 215 287 287 287 311 180 ·164 132 96 55 30 AM Peak Hour ............................... 07: 30 to 08:30 915 vehicles) AM Peak Hour Factor ..................... 92.2% PM Peak Hour ............................... 15:30 to 16:30 1237 vehicles) PM Peak Hour Factor ..................... 93. 7% Volume Count Report Location ................... Rancho Santa Fe Road: La Costa Meadows Dr. to San Elijo Location Code ........... .'20 · County ...................... San Diego Recorder Set ............. 7/25/06 00:00 Recording Start ......... 7 /26/06 00: 00 Recording End ............ 7/28/06 00:00 . Sample Time: .............. 15 Minutes Operator Number ......... 8718 Machine Number .......... 20318 Channel ..............•...... A' Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/26/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 12001300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 74 45 34 24 72 357 1323 1395 1258 1059 901 933 859 840 852 898 981 1100 837 547 457, 381 260 157 15644 24 14 13 6 10 36 228 316 336 260 232 220 210 239 222 215 216 267 205 162 114 95 73 47 27 12 9 · 14 72 311 357 313 274 223 233 221 199 198 231 238 294 291 155 117 115 72 48 14 7 5 5 16 96 403 378 346 291 238 198 219 209 204 225 266 276 193 130 109 76 59 36 9 12 7 12 32 153 381 344 263 234 208 282 209 193 228 227 261 263 148 100 117 95 56 26 AM Peak Hour ............ , .................. 06:30 to 07:30 1457 vehicles) AM Peak Hour Factor ..................... 90.4% PM Peak Hour ............................... 1 7: 00 to 18:00 1100 vehicles) PM Peak Hour Factor .... : ................ 93.5% Thursday 07/27/06 Channel: A Direction: s 0100 0200 0300 0400 050o''0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 'roials 75 42 28 31 78 360 1266 1376 1369 1138 960 938 940 1063 993 1060 1010 1260 912 681 575 397 299 131 16982 28 9 4 3 9 36 221 326 330 306 220 244 225 281 229 256 226 320 267 174 136 109 100 33 19 13 7 3 14 72 330 370 365 301 270 227 237 258 225 217 239 314 243 177 149 79 79 35 15 12 6 12 18 91 369 373 325 275 235 235 234 296 286 323 257 344 226 186 153 111 57 33 13 8 11 13 37 161 346 307 349 256 235 232 244 228 253 264 288 282 176 144 137 98 63 30 AM' Peak Hour ............................... 06: 45 to 07:45 1415 vehicles) AM Peak Hour Factor ..................... 94. 8% PM Peak Hour ............................... 16: 45 to 17:45 1266 vehicles) PM Peak Hour Factor ..................... 92. 0% Weekly Summary Report Location ......................... Rancho Santa Fe Road: La Costa Meadows Dr. to San Eli _ Location Code .................. 20 County ............................ San Diego Recorder Set ................... 7/25/06 00:00 Recording Start ............... 7/26/06 00:00 Recording End .................. 7/28/06 00:00 · Sample Time ..................... 15 Minutes Operator Number ............... 8718 Machine Nube.r .................. 20318 Channel. .......................... A Recorder Mode ............ , .... _. Volume Week of July 23, 2006 Channel: A Direction: N End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 76 80 78 78 02:00 37 45 41 41 03:00 23 24 24 24 04:00 30 33 32 32 05:00 52 48 50 50 06:00 159 173 166 166 07:00 432 441 437 437 08:00 796 810 · 803 803 09:00 879 885 882_ 882 10:00 762 804 783 783 11:00 733 778 756 756 12:00 740 780 760 760 13:00 750 -786 768 -768 14:00 886 904 895 895 15:00 989 1018 1004 1004 16:00 1148 1143 1146 1146 1·7:00, 12 68 1191 1230 1230 18:00 1221 1178 -1200 1200 19:00 1006 948 977 9.77 20:00 707 709 708 708 21:00 497 535 516 516 22:00 465 470 468 468 23:00 304 298 301 301 24:00 164 201 183 183 Totals 14124 14282 14203 14203 % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 AM Peak Hour 09:00 09:00 AM Count 879 885 PM Peak -Hour 17:00 17:00 PM Count 12 68 1191 Weekly Summary Report Location ......................... Rancho Santa Fe Road: La Costa Meadows Dr. to San Eli Location Code .................. 20 County ............................ San Diego Recorder Set ................... 7/25/06 00:00 Recording Start ............... 7 /26/06 00: 00 Recording End .................. 7 /28/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8718 Machine Nuber .................. 20318 Channel. .......................... A Recorder Mod_e .................. Volume Week of July 23, 2006 Channel: Ar Direction: s End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 74 75 75 75 02:00 45 42 44 44 03:00 34 28 31 31 04:00 24 31 28 28 05:00 72 78 75 75 06:00 357 360 359 359 07:00 1323 1266 1295 1295 08:00 1395 1376 1386 1386 09:00 1258 1369 1314 1314 10:00 1059 1138 1099 1099 1.1: 00 901 960 931 931 12:00 933 938 936 936 13:00 859 940 900 900 14:00 840 1063 952 952 1 15:00 852 993 923 923 16:00 898 1060 979 979 17 :00 981 1010 996 996 1-8 : 0 0 , 1100 1260 1180 1180 19:00 837 912 875 875 20:00 547 681 614 614 21:00 457 575 516 516 22:00 381 397 389 389 23:00 260 299 280 280 24:00 157 131 144 144 Totals 15644 16982 16313 16313 % Avg Wkday 95.9 104.1 % Avg Day 95.9 104.1 AM Peak Hour 08:00 08:00 AM Count 1395 1376 I. ' PM Peak Hour 18:00 · 18:00 PM Count 1100 1260 ' I R"ICK . . ENGINEERING COMPANY Transponation [?ivision . 24-Hour Volume Plot Rancho Santa Fe Road • . . Between La Costa Meadows Drive and San Elijo Road . . . 26 End Time Wed 01:00 150 02:00 82 03:00 57 04:00 54 05:00 124 06:00 516 07:00 1755 08:00 2191 09:00 2137 10:00 1821 11:00 1634 12:00 1673 13:00 1609 14:00 1726 15:00 1841 16:00 2046 17:00 2249 18:00 2321 .19:00 1843 · 20:00 1254 21:00 954 22:00 846 23:00 564 24:00 321 Total I 2976a J Wednesday, July 26, 2006 Rancho Santa Fe Rd. Between La Costa Meadows Dr. and San Elijo Rd. · 2750,---,------------------------------, 2500 2250 2000 1750 1500 1250 1000 750 500 250 ~ ~ .,...Nr--...r..- _J "' "' "' 0 --· -■ g g g g g 8 E~ggg:g Time " "' "' " "' "' • -Volumes represent combined totals of both directions. R-1 c:K· .. -. -. .,. '" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Rancho Santa Fe Road . • . - Between La Costa Meadows Drive and San Elijo Road Thursday, July 27, 2006 27 End Time Thur Rancho Santa Fe Rd .. Between La Costa Meadows Dr. and San Elijo Rd. 01:00 155 02:00 87 2750 03:00 52 '° .., 04:00 64 2500 ... ... N 05:00 126 06:00 533 07:00 1707 08:00 2186 09:00 2254 2250 2000 .. 1750 " (0 "' ""· 0 '° N 0 ·°' N N N N N N ,._ 0 .., (0 0 ~ ~ N (0 ,._ '° '° (0 '° .., N -0 ,._ ;::: ,._ ,._ ---- 10:00 1942 11:00 1738 0 :E 1500 ., > 0 a, .., - 12:00 1718 "13:00 1726 0 1250 ,. 0 -:;: 14:00 1967 1000 ,._ <O '° 15:00 2011 16:00 2203 750 ,._ .., a, .., "' ., 17:00 2201 500 N 18:00 2438 19:00 1860 20:00 1390 250 0 .., .., ., <O I ., N ,._ N ... -I '° ., <O I ---'--r '--r 21:00 1110 22:00 867 23:00 597 Time 24:00 332 I Total I 31264 I * -Volumes represent combined totals of both directions. ' I ' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Nuinber: Location: Contents: , 21 Rancho Santa Fe ·Road Between San Elijo Road and Camino Junipero NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Da:y 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division •• Page 1 2 3 4 5 6 Volume Count Report Location ................... Rancho Santa Fe: San Elij o Rd. to Camino Junipero Location Code ............ 21 County ...................... San Diego Recorder Set ............. 7/17/06 00:00 ·Recording Start ......... 7 /18/06 00: 00 Recordin_g End ............ 7 /20/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8720 Machine Number ....... ; .. 20320 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ...................... No Tuesday 07/18/06 Channel: A D:j.rection: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 102 40 23 29 49 196 683 976 1027 888 832 913 1012 1084 1234 1442 1622 1644 1264 886 757 565 429 250 17947 31 17 10 7 7 26 103 179 223 218 220 194 226 267 276 323 437 368 403 203 215 157 144 88 22 12 2 2. 3 44 145 223 286 225 187 . 234 '280 264 310 358 398 451 334 270 202 158 105 66 33 7 5 10 15 58 193 304 257 232 196 233 264 281 310 385 393 425 369 207 168 115 100 51 16 4 6 10 24 68 242 270 261 213 229 252 242 272 338 376 394 400· 158 206 172 135 ·so 45 AM Peak Hour .............................. ;07: 30 to 08:30 1083 vehicles) AM Peak Hour Factor ..................... 89.1% PM Peak ·Hour ............................... 17:15 to 18:15 1679 vehicles) PM Peak Hour Factor ..................... 93 .1% Wednesday 07/19/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 j100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 143 63 33 37 63 177 662 918 976 899 866 850 1015 964 1113 1392 1571 1590 1401 1060 869 656 408 230 17956 49 16 5 8 13 30 106 164 236 228 194 194 282 211 252. 301 356 379 385 288 243, 185 138 82 32 16 9 13 12 33 176 244 235 226 189 229 233 239 252 339 415 426 329 286 226 164 116 61 37 16 7 8 13 47 160 233 249 208 239 214 246 245 299 374 409 424 354 255 213 156 81 40 25 15 12 8 25 67 220 ·277 256 237 244 213 254 269 310 378 391 361 333 231 187 151 73 47 AM Peak Hour ............................... 07:45 to 08:45 997 vehicles) AM Peak Hour Factor ..................... 90.0% PM Peak Hour ....................... ·· ........ 16: 45 to 17:45 1620 vehicles) PM Peak Hour Factor.: ................... 95.1% Volume Count Report Location ................... Rancho Santa Fe: San Elijo Rd. to Camino Junipero Location Code ............ 21 County ....................... San Diego Recorder Set ............. 7/17/06 00:00 Recording Start ......... 7 /18/06 00: 00 Recording End ............ 7 /20/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8720 Machine Number .......... 20320 Channel. .................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07 /18/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 101 26 30 32 107 479 1531 1912 1772 1373 1079 1021 1023 955 972 1175 1040 1257 774 558 477 429 245 134 18502 38 4 9 5 16 56 270 463 483 348 ·287 221 233 225 220 288 251 305 240 114 141 128 82 28 26 11 3 3 19 92 382 477 475 367 286 254 270 251 238 295 262 321 225 160 124 108 65 48 16 4 8 11 27 153 458 478 409 321 239 257 245 251 247 299 271 318 222 137 102 107 59 26 21 7 10 13 45 178 421 494 405 337 267 289 275 228 267 293 256 313 87 147 110 86 39 32 AM Peak Hour ............................... 07: 15 to 08:15 1932 vehicles) AM Peak Hour Factor ..................... 97. 8% PM Peak Hour ............................... 17: 00 to-18:00 1257 vehicles) PM Peak Hour Factor ..................... 97. 9% Wednesday 07/19/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100·1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 71 48 31 39 130 448 1495 1875 1757 1314 1171 118_7 1076 917 1021 1134 988 1176 927 643 521 425 248 130 18772 22 14 8 8 18 47 277 434 479 364 295 292 259 238 239 296 243 288 257 181 142 146 74 50 22 9 9 10 18 98 362 474 449 332 303 287 308 240 265 252 231 . 303 243 151 131 111 64 30 14 18 7 9 36 128 438 486 426 330 305 308 261 222 246 288 266 295 235 178 118 84 63 30 13 7 7 12 58 175 418 481 403 288 268 300 248 217 271 298 248 290 192 133 130 84 47 20 AM Peak Hour ............................... 07: 15 to 08:15 1920 vehicles) AM Peak Hour Factor: .................... 98.8% PM Peak Hour ............................... 17: 00 to 18:00 1176 vehicles) PM Peak Hour Factor ..................... 97. 0% Weekly Summary Report Location ......................... Rancho Santa Fe: San Elij o Rd. to Camino Junipero Location Code ................... 21. County ............................ San Diego Recorder Set ................... 7/17/06 00:00 Recording Start ............... 7/18/06 00:00 Recording End .................. 7 /20/06 00: 00 Sample Time ................. ; ... 15 Minutes Operator Number ............... 8720 Machine· Nuber .................. 20320 Channel. .......................... A Record,ar Mode .................. Volume Week of July 16, 2006 Channel: A Direction: N End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 102 143 123 123 02:00 40 63 52 52 03:00 23 33 28 28 04:00 29 37 33 33 05:00 49 63 56 56 06:00 196 177 187 187 07:00 683 662 673 673 08:00 976 918 947 947 -09:00 1027 976 1002 1002 10:00 888 899 894 894 11: 00. 832 866 849 849 12:00 913 850 882 882 13:00 1012 1015 1014 1014 14:00 1084 964 1024 1024 15:00 1234 1113 1174 1174 16: 00 1442 1392 1417 1417 17:00 . ·-1622 1571 1597 1597 18:00 1644 15.90. 1617 1617 19:00 1264 1401 1333 1333 20:00 886 1060 973 973 21: 00. 757 869 813 813 22:00 565 656 611 611 23:00 429 408 419 419 24:00 250 230 240 ·240 Totals 17947 17956 17952 17952 % Avg Wkday 100.0 100.0 % Avg Day 100.0 100.0 AM Peak Hour 09:00 09:00 AM Count 1027 976 PM Peak Hour 18:00 18:00 PM Count 1644 1590 Weekly Summary R~port Location ......................... Rancho Santa Fe: San Elijo Rtj_. to Camino Junipero Location Code .................. 21 County ............................ San Diego Recorder Set ................... 7/17/06 00:00 Recording Start ............... 7 /18/06 00: 00 Recording End .................. 7 /20/06 00: 00 Sample Time ..................... 15 Minutes Operator _Number ............... 8720 Machine Nuber .................. 20320 Channel. .......................... A Recorder Mode .................. Volume Week of July_ 16, 2006 Channel: A Direction: S End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 101 71 86 86 02:00 26 48 37 37 03:00 30 31 31 31 04:00 32 39 36 36 05:00 107 130 119 119 06:00 479 448 464 4 64 07:00 1531 1495 1513 1513 08:00 1912 1875 1894 1894 09:00 1772 1757 1765 1765 10:00 1373 1314 1344 1344 11: 00 1079 1171 1125 1125 12:00 1021 1187 1104 1104 13:00 1023 1076 1050 1050 14: 00 _ 955 917 936 936 15:00 972 1021 997 997 16:00 1175 1134 1155 1155 17:00 1040 988 1014 1014 - 18:00 1257 '; 1176 1217 1217 19 ,·oo 774-927 851 851 20:00 558 643 601 601 21:00 477 521 499 499 22:00 429 425 427 427 23:00 245 248 247 247 24:00 134 130 132 132 Totals 18502 18772 18637 18637 % Avg Wkday 99.3 100.7 % Avg Day 99.3 100.7 AM Peak Hour 08:00 08:00 AM Count 1912 1875 PM Peak Hour 18:00 18:00 PM Count 1257 1176 I BIDIB'" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Rancho Santa Fe Road ~ ~ Between San Elijo Road and Camino Junipero 18 End Time Tue 01:00 203 02:00 66 3000 03:00 53 04:00 61 2750 05:00 156 2500 06:00 675 07:00 2214 2250 08:00 · 2888 2000 09:00 2799 ~ ~ 10:00 2261 u 1750 ;; 11:00 1911 12:00 1934 ~ 1500 0 .. .. 13:00 2035 1250 14:00 .2039 1000 15:00 2206 16:00 2617 750 17:00 2662 500 18:00 2901 ,., 0 19:00 2038 20:00 1444 · 250 0 N I "' ,., "' "' --21:00 1234 22:00 994 23:00 674 24:00 384 Total I 36449 I Tuesday, July 18, 2006 ;;:; - Rancho Santa Fe Road Between San Elijo Road and Camino Junipero "' ,._ "' "' "' -I ... ;;; N "" "" -N "' ;,:: N ;;:; N N -"' - 8 · 8_ .. ~ "' ... ,., 0 ,., N a, - Time 0 "' ' N ,._ "' ;;:; "' N N <O 0 N "' N "" ,., ,., 0 0 N N ... ... ... - '-,- ... ,., N -... "' "' ... ,._ "' ... "" ,., * -Volumes represent combined totals of both directions. { I ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Rancho Santa Fe Road tl!A. -Between San Elijo Road and Camino Junipero End Time 01:00 02'00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 · 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 24:00 Total 19 Wed 214 111 64 76 193 625 2157 2793 2733 2213 2037 2037 2091 1881 2134 2526 2559 2766 2328 1703 1390 1081 656 360 I 3612s 1 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 ... ;;; J Wednesday, July 19, 2006 ' -... "' ■ "' ,-. -- Rancho Santa Fe Road Between San Elijo Road and Camino Junipero "' ;,:: "' N ,-. N "' ,-. ;;; "' ~ ;;; N ,-. ,-. "' "' "' 0 0 0 N N N "' N "' "' "' -I . Time "' w "' N "' "' N N ... "' -N 00 ., - ·~ w ,-. N ., N "' N a a ~ "' 0 (::: a a ~ 0 "' "' - 00 0 - "' "' w 0 "' "' LI * -Volumes represent combined totals of boih directions. (- CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 22 Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Posta NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division · ,. Page 1 2 3 4 5 6 :, Volume Count Report Location-................... Rancho Santa Fe: Oli venhain Rd. to Calle Acervo Location Code ............ 22 County ...................... San Diego Recorder Set ............. 7/18/06 00:00 Recording Stai:t ......... 7/19/06 00:00 Recording End.: .......... 7 /21/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8721 Machine Number .......... 20321 Channel ..................... A· Divide By .. : ............... 2 Summation .................. No Two-Way ..................... No Wednesday 07/19/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 j100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 42 12 . 7 8 10 65 164 371 459 427 456 436 432 548 567 736 759 712 627 426 247 177 138 64 7890 11 2 2 1 8 21 78 119 113 111 108 127 146 137 162 177 181 150 125 68 47 37 27 11 4 2 . 4 11 34 81 118 99 112 118 97 134 122 172 194 183 169 108 62 50 · 39 12 16 6 0 2 22 48 106 103 .105 110 102 96 116 157 205 196 166 161 105 60 43 25 13 4 0 3 1 7 24 61 106 119 110 123 108 112 152 151 197 192 182 147 88 57 37 37 12 AM Peak Hour ..............................•. 08:00 to 09:00 459 vehicles) AM Peak Hour Factor ...................... 93. 3% . PM Peak Hour ............................... 15:30 to 16:30 773 vehicles) PM Peak Hour Factor .............. ; ...... 94.3% Thursday 07/20/06. Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 42 18 17 6 20 64 165 377 464 485 413 463 526 545 539 694 726 703 581 389 245 140 113 58 7793 10 8 8 0 4 9 25 79 104 136 84 119 122 143 141 167 197 185 166 98 59 48 38 16 7 4 5 2 3 10 30 89 108 134 93 114 136 131 98 163 178 166 157 111 65 33 31 12 13 4 3 3 7 15 46 102 147 97 117 114 131 141 143 176 183 181 139 96 · 58 32 17 15 12 2 . 6 30 64 107 105 118 119 116 137 130 157 188 168 171 . 119 84 63 27 27 15 AM Peak Hour ............................... 08: 30 to 09:30 522 . vehicles) AM Peak Hour Factor ..................... 88. 8% PM Peak Hour ............................... 15:45 to 16:45 746 vehicles) PM Peak Hour Factor ..................... 94. 7% ( Volume Count Report Location ................... Rancho Santa Fe: Oli venhain Rd. to Calle Acervo Location Code ............ 22 County ...................... San Diego Recorder Set ............. 7/18/06 00:00 Recording Start ......... 7 /19/06 00: 00 Recording End ........... :7/21/06 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8721 Machine Number .......... 20321 Channel ..................... A Divide By .................. 2 .summation .................. No Two-Way ..................... No Wednesday 07/19/06 Channel: A Direction: s 0100·0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 53 20 9 7 22 86 587. 696 693 563 483 540 550 475 559 541 547 618 538 385 350 262 170 87 8841 18 6 4 4 4 8 65 167 182 152 116 121 138 13.5 119 133 ·139 147 148 106 86 71 48 29 17 5 3 1 4 12 113 164 155 148 132 128 140 118 130 134 137 175 135 93 98 59 46 18 8 7 2 7 . 25 205 206 194 134 121 155 143 97 171 130 141 144 115 98 91 73 49 17 10 2 0 7 41 204 159 162 129 114 136 129 125 139 144 130 152 140 88 75 59 27 23 AM Peak Hour ............................... 06:45 to 07:45 741 vehicles) AM Peak Hour Factor .......... : ..... , .... 89.9% PM Peak Hour ............................... 1 7: 15 to 18:15 619 vehicles) PM Peak Hour Factor .... : ................ 88. 4% Thursday 07/20/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 48 24 7 6 18 82 600 732 725 582 514 536 567 505 536 536 584 593 515 360 307 286 198 93 8954 10 8 4 5 12 59 185 201 171 . 140 126 158 116 114 135 143 136 143 93 74 82 64 31 17 5 1 2 4 13 127 160 173 138 126 119 141 130 145 132 · 155 152 128 100 75 84 45 25 11 B 0 0 6 18 215 198 180 140 118 139 125 126 129 125 138 155 126 86 76 63 49 16 10 3 5 0 3 39 199 189 171 133 130 152 143 133 148 144 147 150 118 81 82 57 40 21 AM Peak Hour ............................... 07: 30 to 08:30 761 vehicles) AM Peak Hour Factor ..................... 94. 7% PM Peak Hour ............................... 17:15 to 18:15 600 vehicles) PM Peak Hour Factor ..................... 96.8% ( Weekly Summary Report Location ......................... Rancho Santa Fe: Olivenhain Rd. to Calle Acervo Location Code .................. 22 County ............................ San Diego Recorder Set ................... 7 /18/06 00: 00 Recording Start ............... 7 /19/06 00: 00 Recording End .................. 7 /21/06 00: 00 · Sample Time ................... ;. 15 Minutes ·operator Number ............... 8721 Machine Nuber .................. 20321 Channel. .......................... A Recorder •Mode ................. ; Volume Week of• July 16, 2006 Channel: A Direction: N End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 42 42 42 42 02:00 12 18 15 15 03:00 7 17 12 12 04:00 8 6 7 7 05: 00 .. 10 20 15 15 06:00 65 64 65 65 07:00 164 165 165 165 08:00 371 377 374 374 09:00 459 464 462 462 10:00 427 485 456 456 11: 00 456 413 435 435 12:00 436 463 450 450 13:00 432 526 479 479 14:00 548 545 547 547 15:00 567 539 553 553 16:00 736 694 715 715 17:00 759 726 743 743 18:00 712 703 708 708 19:00 '627 · 581 604 604 20:00 426 389 408 408 21:00 247 245 246 246 22:00 177 140 159 159 23:00 138 113 126 126 24:00 64 58 61 61 Totals 7890 7793 7842 7842 % Avg Wkday 100.6 99.4 % Avg Day 100.6 99.4 AM Peak Hour 09:00 10:00 AM Count 459 485 PM Peak Hour 17:00 17:00 PM Count 759 726 Weekly Summary Report _, Location ......................... Rancho Santa Fe: Oli venhain Rd. to Calle Acervo Location Code ......... , ........ 22 County ............................. San Diego Recorder Set ................... 7/18/06 00:00 Recording Start ............... 7 /19/06 00: 00 Recording End .................. 7 /21/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8721 Machine Nuber .................. 20321 Channel. .. , ....................... A Recorder Mode ............. , .... Volume Week of July 16, 2006 Channel: A Direction: S End 16 17 18 19 20 21 22 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 53 48 51 51 02:00 20 24 22 22 03:00 9 7 8 8 04:00 7 6 7 7 05:00 22 18 20 20 06:00 86 82 84 84 07:00 587 600 594 594 08:00 696 732 714 714 09:00 693 725 709 709 10:00 563 582 573 573 11: 00 483 514 499 499 12: 00 540 536 538 538 13:00 550 567 559 559 14:00 475 505 490 490 i5:00 559 536 548 548 16:00 541 536 539 539 17:00 547 584 566 566 18:00 .-61.8 593 606 606 19:00 538 515 527 527 20:00 385 360 373 373 21:00 350 307 329 329 22:00 262 286 274 274 23:00 170 198 184 184 24:00 87 93 90 90 Totals 8841 8954 8898 8898 % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 AM Peak Hour 08:00 08:00 AM Count 696 732 PM Peak Hour 18:00 18:00 PM Count 618 593 ENGINEERING COMPANY Transportation Division· 24-Hour Volume Plot Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Ave·nida La Posta 19 End Time Wed 01:00 95 02:00 32 1750 03:00 -16 04:00 15 05:00 32 1500 06:00 151 07:00 751 1250 08:00 1067 09:00 1152 .. " 10:00 990 u :c 1000 11:00 939 ~ -12:00 976 0 .. 750 13:00 982 14:00 1023 15:00 1126 500 16:00 1277 17:00 1306 18:00 1330 250 19:00 1165 20:00 811 0 21:00 597 22:00 439 308 151 "' 0, I Wednesday, July 19, 2006 N "' "' "' - Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Pasta "' 0 .... "' 0 "' .... ~ N N "' "' "' "' .... ;::: N -·"' "' ~ N . 0 "' N 0 0, 0, .... "' -0, "' 0, 0, 0, --.; "' .... .; _L N "' - .... 0, "' 0, "' .., "' 0 "' -"' Li 0§ g~--o§ ~o-· ~o .. ~ ?o .. ~o .. ~o-· 80·· ~ gs,·· -~ ~ ~ ~ ~ ~ ~ ? ? ~ ~ ~ · .. , ~ ~, o •-= ~· -. ~~ ~ ~ ~ ~ ~ ~ ~ N ~ ~ ~ Time .. -Volumes represent combined totals of both directions: 11 ENGINEERING COMPANY Transportation Division ,., 24-Hour Volume Plot Rancho Santa Fe Road • - · Between Olivenhain Road and Calle Acervo/Avenida La Posta . 20 End Time Thur 01:00 90 -02:00 42 1750 03:00 24 04:00 12 05:00 38 1500 06:00 146 07:00 765 1250 ' 08:00 1109 09:00 1189 0 m 10:00 1067 u :c 1000 11:00 927 ~ 12:00 999 13:00 1093 0 " 750 14:00 1050 15:00 1075 500 16:00 1230 17:00 1310 18:00 1296 -250 0 19:00 1096 20:00 749 0 "' N .., I .., -N ~ ' ' 21:00 552 22:00 426 23:00 311 24:00 151 Total I 16747 I Thursday, July 20, 2006 N - Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Posta 0 "' 0 '" "' "' "' ~ ., N "' -"' -"' 0 .... "' "' 0 .... "' :: "' 0 0 ~ "' ~ --"' -~ "' .... "' N "' "' "' "' .., .... .... "' ;;: ., I "' - Time N "' "' "' N .., -'" -"' ' -I '"' -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 23 Carlsbad Village Drive Between Victoria A venue and Pontiac Drive Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 'M RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code ............ 23 County ...................... San Diego Recorder Set ............. 7 /25/06 00: 00 Recording Start ......... 7 /26/06 00: 00 · Recording End ............ 7 /28/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8722 Machine Number.· ......... 20322 Channel ..................... A Div:i.de By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/26/06 Chanriel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 j300 1400 1500 1600 1700 j800 1900 2000 2100 2200 2300 2400 Totals 12 9 4 5 13 49 104 157 225 186 192 219 188 177 190 191 206 252 230 163 142 78 . 56 25 3073 3 1 5 8 21 34 62 50 51 43 50 49 42 46 42 65 57 53 47 22 19 6 4 0 0 2 9 17 · 34 39 35 50 57 42 ,43 45 51 53 73 72 41 39 20 15 10 7 2 2 0 2 12 30 55· 52 45 43 58 43 33 57 43 57 61 55 42 26 18 12 8 2 4 4 20 36 34 72 56 48 61 53 52 46 51 54 53 46 27 30 18 10 AM Peak Hour ............................... 11: 15 tb 12:15 226 vehicles) AM Peak Hour Factor ..................... 92. 6% PM Peak Hour ............................... 16: 45 to 17:45 253 vehicles) PM Peak Hour Factor ..................... 86.6% Thursday' 07/27/06 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 j100 1200 1300 1400 1500 f600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 12 4 7 4 8 .45 106 190 206 197 217 207 222 187 163 181 178 242 178 183 144 78 52 35 3046 4 0 2 1 . 9 23 49 48 48 55 49 74 57 50 48 39 63 58 54 37 25 22 14 5 3 3 9. 25 31 47 48 60 54 43 54 37 52 40 58 48 50 38 23 13 5 3 2 .2 10 25 . 53 46 46 . 44 49 55 38 46 46 49 61 41 41 38 18 10 8 0 1 0 3 17 33 57 65 55 58 55 50 38 30 35 50 60 31 38 31 12 7 8 AM Peak Hour ................................ 11: 15 to 12:15 232 vehicles) AM Peak Hour Factor ..................... 78. 4% PM Peak Hour ............................... 17 :00 to 18:00 242 vehicles) PM Peak Hour Factor .. , .................. ; 96.0% Volume Count Report· Location .................... Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code ............ 23 County ..... : .. :.: ........... S,an Diego' Recorder Set ............. 7 /25/06 00 :,00 Recording Start ......... 7 /26/06 00: 00 Recording End ............ 7/28/06 00:00 Sample Time ............... 15 Minutes Operator. Number ......... 8722 Machine Number .......... 20322 Channel ..................... A Divide By .................. 2 . Summation .................. No Two'-Way ..................... No Wednesday 07/26/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200.1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 21 12 7 4 2 3 24 65 72 98 109 154 166 177 177 176 262 330 289 211. 190 135 68 45 2797 7 3 2 0 0 0 6 12 18 19 20 27 43 40 32 26 63 79 88 76 47 31 25 14 5 6 4 0 0 3 14 14 24 22 51 45 61 45 44 59 92 63 53 44 47 19 9 4 2 1 3 0 3 4 13 19 32 38 40 32 33 50 51 58 80 75 · 43 58 31 14 10 5 0 0 2 0 11 ., 26 21 23 29 36 46 43 50 55 82 79 63 39 41 26 10 12 AM Peak Hour ............................... 11:15 to 12:15 170 vehicles) AM Peak Hour Factor ..................... 83.3% PM Peak Hour ............................... 17: 15 to 18:15 339 vehicles) PM Peak Hour Factor ...... · ............... 92 .1% Thursday 07/27/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 l300 2400 Totals 23 11 9 5 5 11 26 60 80 114 126 155 177 182 147 196 247 277 265 240 200 130 87 43 2816 4 5 7 2 2 4 9 19 24 31 37 55 57 38 44 55 70 75 55 55 43 25 17 7 3 1 2 2 4 9 20 31 31 46 51 49 32 49 62 70 78 61 50 40 20 9 5 2 1 4 4 15 16 25 36 35 27 40 36 48 55 79 60 64 45 28 25 9 7 2 0 0 3 14 27 25 34 28 37 44 36 41 55 75 58 52 60 50 19 17 8 AM Peak Hour ............................... 11: 30 to 12:30 178 vehicles) AM Peak Hour Factor ..................... 80. 9% PM Peak Hour ............... ;.; ............. ,16; 45 to 17:45 294 vehicles) PM Peak Hour Factor .. ; .................. 93.0% / ' \ Weekly Summary Report Location ......................... Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code .................. 23 County ............................ San Diego Recorder Set ....... · ............ 7/25/06 00:00 'Recording Start ............... 7 /2 6/06 00: 00 Recording End .................. 7/28/06 00:00 Sample Time ..................... 15 Minutes Operator Number ................ 8722 Machine Nuber ................ · .. 20322 Channel ........................... A Recorder Mode, ................. Volume Week of July 23, 2006 Channel: A· ·Direction: W End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 12 . 12 12 12 02:00 9 4 7 7 03:00 4 7 6 6 04:00 5 4 5 5 05: 00 13 8 11 11 06:00 49 45 47 47 07: 00. 104 106 105 105 08:00 157 190 174 174 09.: 00 225 206 216 216 lQ:00 186 197 192 192 11:00 192 217 205 205 12:00 219 207 213 213 13:00 188 222 205 205 14:00 177 187 182 182 15:00 190 163 177 177 16:00 191 181 186 186 17:00 206 178 192 192 18:00 252 242 -247 247 ·19:00 230 178 204 204 20:00 163 183 173 173 21:00 142 144 143 143 22:00 78 78 78 .78 23:00 56 52 54 54 24:00 25 35 30 30 Totals . 3073 3046 ·3060 3060 % Avg Wkday 100.4 99.6 % Avg Day 100.4 99.6 AM Peak Hour 09:00 11:00 AM Count 225 217 PM Peak Hour 18:00 18:00 PM Count 252 242 Weekly Summary Report Location .......... : .............. Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code .................. 23 County ........................... :san Diego Recorder Set· ................... 7 /25/06 00: 00 Recording Start ............... 7 /26/06 00: 00 Recording End .................. 7 /28/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8722 Machine Nuber .................. 20322 Channel ........................... A Recorder Mode .................. Volume Week of July 23, 2006 Channel: A Direction: E End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 21 23 22 22 02:00 12 11 12 12 03:00 7 9 8 8 04:00 4 5 5 5 05:00 2 5 4 4 06:00 3 11 7 7 07:00 24 26 25 25 08:00 65 60 63 63 09:00 72' 80 76 76 10:00 98 114 106 106 11: 00 109 126 118 118 12:00 154 155 155 155 13:00 166 177 172 172 14:00 177 182 180 180 15:00 177 147 162 162 16:00 176 196 186 186 17:00 2 62 247 255 . 255 18:00 330 277 304 304 19:00 289 265 277 277 20:00 211 240 226 226 21:00 190 200 195 195 22:00 135 130 -133 133 23:00 68 87 78 78 24:00 45 43 44 44 Totals 27 97 2816 2807 2807 · % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 AM Peak Hour 12:00 12:00 AM Count 154 155 PM Peak Hour. 18:00 18:00 PM Count 330 277 I TM ENGINEERlNG COMPANY Transporracion Division 24-Hour Volume Plot Carlsbad Village Drive ~ • Between Victoria Avenue and Pontiac Drive Wednesday, July 26, 2006 26 End Time Wed Carlsbad Village Drive Between Victoria Avenue and Pontiac brive 01:00 33 02:00 21 1500 03:00 11 04:00 9 05:00 1_5 · 1250 06:00 52 07:00 128 08:00 222 1000 09:00 297 ~ m 10:00 284 0 :c m 11:00 301 12:00 373 13:00 354 > 750 15 .. N ., "' O> 14:00 354 500 ., ;;; <O ... 15:00 367 16:00 367 17:00 468 18:00 582 19:00 519 20:00 374 250 0 "' ... ... ,-.. ,-.. ... ,-.. "' "' <O <O ,-.. N ,-.. "' "' "' "' "' O> ... 0 "' "' "' N ., "' N N "' N '" N ., ... N N --0 "' N I I ,-.. "' "' "' '" ;: O> --■ -~ .... 21:00 332 22:00 213 g ~ :t -:· g g 0 .. .. ~ ~ ~ ';" 23:00 124 Time 24:00 70 Total I 5870 I • -Volumes represent combined totals of both directions. nmiH'" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Village Drive ~-'W Between Victoria Avenue and Pontiac Drive Thursday, July 27, 2006 27 End Time Thur Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive 01:00 35 02:00 15 1500 03:00 16 · 04:00 9 05:00 13 1250 - 06:00 56 07:00 132 08:00 250 1000 09:00 286 0 ~ 10:00 311 u :c: 11:00 343 ~ > 750 -12:00 362 0 .. 13:00 399 "' -14:00 369 15:00 310 16:00 377 17:00 425 18:00 519 500 250 "' ., "' "' .., ., ,_ N .., N N "' "' .., .., ., <D ., <D ,_ .., .., ., ., 0 ., .., <D ;;; ., ;;; ., 0 a, "' N a, N 0 N N 0, ., ., --19:00 443 20:00 423 0 a, "' <D I ,_ ., "' <D ., "' I --"' -■· -' 21:00 344 22:00 208 23:00 139 Time 24:00 78 I Total I 5862 I • -Volumes represent combined totals of both directions. CITY OF.CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK LINK COUNT SUMMARY Number: Location: . Contents: 24 Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location .. ; ................ Poinsettia Lane: Paseo Del Norte to Ba ti qui tos Dr. Location Code ............ 24. County ...................... San Diego Recorder Set ............. 8/7 /06 00: 00 Recording Start ......... 8/8/06 00: 00 Reco:r;ding End ............ 8/10/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8723 · Machine Number .......... 20323 Channel .... : ................ A Divide By .................. 2 Summation .................. No Two-Wa_y ...................... No Tuesday 08/08/06 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 45 29 16 15 74 259 567 643 663 769 769 770 613 742 763 675 940 1139 825 585 326 240 176 118 12601 15 11 6 4 7 49 133 203 227 220 203 182. 206 184 187 214 216 314 210 154 66 80 59 59 11 6 1 2 14 63 113 201 218 204 190 196 206 180 194 227 229 297 223 157 97 65 44 24 12 5 . 4 4 22 66 166 164 212 185 211 200 178 180 201 239 234 265 210 143 74 40 39 21 7 7 5 5 31 81 173 255 226 160 165 192 223 198 181 195 261 263 182 131 69 55 34 14 AM Peak Hour ................................ 07: 45 to ·08: 45 912 vehicles) AM Peak Hour Factor.' .................... 89. 4% PM Peak Hour ............................... 17: 00 to 18:00 1139 vehicles') PM Peak Hour Factor ..................... 90. 7% Wednesday 08/09/06 Channel: A Direction.: w · 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 ·1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 52 25 19 23 67 282 625 851 836 768 778 761 759 754 743 867 926 1159 781 551 332 275 179 104 12537 22 8 6 5 10 55 134 193 191 202 180 214 160 168 192 218 213 308 207 166 98 64 56 33 13 3 3 3 19 72 128 210 206 168 194 192 202 202 198 231 247 341 213 145 90 66 36 25 9 8 3 6 20 75 175 209 208 204 205 191 203 201 178 230 234 258 200 134 69 75 38 28 8 6 7 9 18 80 188 239 231 174 199 184 174 183 175 188 232 252 161 106 75 70 49 16 · AM Peak Hour ............................... 07: 00 to 0'8:00 851 vehicles) AM Peak Hour Factor: .................... 89. 0% PM .Peak Hour ............................... 17: 00 to 18:00 1159 vehicles) PM Peak Hour Factor ..................... 85. 0% Volume Count Report Location ................. ;. Poinsettia Lane: Paseo Del Norte to Batiqui tos Dr. Location Code ............ 24 County ...................... San Diego Recorder Set ............. 8/7/06 00:00 Recording Start .......... 8/8/06 00: 00 Recording End ............ 8/10/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8723 Machine Number .......... 2.0323 Channel. .......... , ......... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 08/08/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 82 31 25 21 30 116 324 855 1084 790 643 708 765 790 833 881 1034 1158 946 799 650 465 337 177 13544 28 11 9 6 5 18 45 150 283 231 164 174 185 195 207 199 224 285 274 230 191 120 91 54 22 8 9 8 .4 23 60 193 274 183 157 178 179 195 213 226 247 317 252 190 164 132 84 40 20 8 3 5 7 25 88 259 270 184 164 161 210 216 214 239 303 256 217 214 178 105 86 45 12 4 4 2 14 50 131 253 257 192 158 195 191 184 199 217 260 300 203 165 117 108 76 38 AM Peak Hour ............................... 08:00 to 09:00 1084 vehicles) AM Peak Hour Factor ..................... 95.8% PM Peak Hour ............................... 16:30 to 17:30 1165 vehicles) PM. Peak Hour _Factor ..................... 91. 9% Wednesday 08/09/06' Channel: A Direction: E . • ., ">(.,, .. " 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 58 39 24 19 34 120 441 910 1006 747 654' 639 808 862 861 824 946' 1174 997 740 653 502 305 208 13571 18 13 6 5 5 23 50 158 246 199 151 165 199 196 224 191 231 254 251 219 154 136 98 74 16 7 6 5 6 17 · 82 199 259 169 168 147 197 218 213 196 231 309 269 173 164 112 70 56 15 10 4 4 12 40 123 240 255 196 163 163 185 218 199 236 249 287 230 158 174 131 72 43 9 9 8 5 11 40 186 313 246 183 172 164 227 230 225 201 235 324 247 190 161 123 65 35 AM Peak Hour ............................... 07: 45 to 08:45 1073 vehicles) AM Peak Hour Factor ..................... 85, 7% PM Peak Hour ............................... 17: 00 to 18:00 1174 · vehicles) PM Peak Hour Factor ... , ................. 90.6% Weekly Summary Report Location ......................... P9insettia Lane: Paseo Del Norte to Batiquitos Dr. Location Code ........ .-......... 2 4 County ............................ San Diego Recorder Set ................... 8/7/06 00:00' Recording Start ............... 8/8/06 00:00 Recording End ................... 8/i0/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ................ 8723 Machine Nuber .................. 20323 Channel .. , ........................ A Recorder Mode ................. , Volume Week of August 6, 2006 Channel: A Direction: W End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 45 52 49 49 02:00 29 25 27 27 03:00 16 19 18 18 04:00 15 23 19 19 05:00 74 67 71 71 06:00 259 .282 271 271 07:00 587 625 606 606 08:00 843 851 847 847 09:00 883 836 860 860 10:00 769 768 769 769 11:00 769 778 774 774 12:00 770 781 776 776 13·, 00 813 759 786 786 14:00 742 754 748 748 15:00 763 743 753 753' 16:00 875 867 871 871 17:00 940 . 926. 933 933 . l:.:8-= oo 1139 1159 1149 1149 ~. ~· 19:00 825 781 803 803 20:00 585 551 568 568 21:00 326 332 329 329 22:00 240 275 258 258 23:00 176 179 178 178 '24:00 118 104 111 111 Totals 12601 12537 12569 12569 % Avg Wkday 100.3 99.7 % Avg Day 100.3 99.7 AM Peak Hour 09:00 08:00 AM Count 883 851 PM Peak Hour 18:00 18:00 PM Count . 1139 1159 Weekly Summary Report Location ......................... Poinsettia Lane: Paseo Del Norte to Batiquitos Dr. Location .Code .................. 24 County ........ ; ................... San Diego Recorder Set ................... 8/7 /06 00: 00 Recording Start ............... 8/8/06 00: 00 Recording End .................. 8/10/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8723 Machine Nuber .......... ; ....... 20323 Channel. ................. ; ........ A Recorder Mode .................. Volume Week of August 6, 2006 Channel: A Direction: E End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 · 82 58 70 70 . 02: 00 31 39 35 35 03:00 25 24 25 25 04:00 21 19 20 20 05:00 30 34 32 32 06.: 00 116 120 118 118 07:00 324 441 383 383 · 08: 00 855 910 883 883 09:00 ,10B4 1006 1045 1045 10:00 790 747 769 769 11:00 643 654 649 649 12:00 708 639 674 674 13:00 765 808 787 787· 14:00 790 862 826 826 15:00 833 861 847 847 16:00 881 824 853 853 17:00 1034 946 990 990 18:00 1158 1174 1166 1166 '~·~ 19: 06 946 997 972 972 20:00 799 740 770 770 21:00 650 653 652 652 22:00 465 502 484 484 23: 00 · 337 305 321 321 24:00 177 208 193 193 Totals 13544 13571 13558 13558 % Avg Wkday 99.9 100;1 % Avg Day 99.9 100.1 AM Peak Hour 09:00 09:00 AM Count 1084 1006 PM Peak Hour 18:00 18:00 PM Count 1158 1174 ENGINEERL'lG COMPANY Transportation Division TM 24-Hour Volume Plot Poinsettia Lane Between P~seo Del Norte and Batiquitos Drive ' . 08 End Time Tue 01:00 127. 02:00 60 2750 03:00 41 04:00 36 2500 05:00 104 2250 06:00 375 07:00 911 2000 08:00 1698 09:00 1967 ~ 1750 ~ u ·10:00 1559 :c 1500 ~ 11:00 1412 > -12:00 1478 0 1250 .. 13:00 1578 14:00 1532 1000 15:00 1596 750 16:00 1756 17:00 1974 500 18:00 2297 19:00 1771 20:00 1384 250 0 r--N -0 ■ "' - 21:00 976 22:00 705 23:00 513 24:00 295 I Total I 2614s I . Tuesday, August 8, 2006 Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive . "' r--<"> ... 0 ;;: "' -<"> --' "' a, "' - -;,; ' r--"' 0, - g ,. 0 a, "' "' N -;;: r--a, N N ... r--0, -"' ;: "' r--r-- "' "' --r--N a, "' "' "' <"> r---"' -:,: -... "' ~ "' r--0, "' 0 r-- .. Time <"> ;;; 0 0 ~ "' a, N J * -Volumes represent combined totals of both directions. I '" ENGINEERING COMPANY 24-Hour Volume Plot Transpor,ationDivision Poinsettia Lane. Between Paseo Del Norte and Batiquitos Drive 'Wednesday,. August 9, 2006 09 End Time Wed Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive 01:00 110 02:00 64 2750 03:00 43 - 04:00 42 2500 "' "' "' 05:00 101 N 06:00 402 2250 07:00 1066 08:00 1761 09:00 1842 10:00 1515 11:00 1432 12:00 1420 13:00 1567 2000 .. 1750 " u :E 1500 " > -0 1250 .. N N ,._ ;;; .... <O <O <O -,._ ,._ -;;; ,._ "' .... --,._ ;;; 0 "' . -"' . ., "' -;;; N 0 "' --"' N --.... .... ;;; . --~ N -"' . "' 0 "' -<O 14:00 1616 1000 0, . ,._ 15:00 .1604 750 ,._ ,._ 16:00 1691 17:00 1872 500 N 0 .... 18:00 2333 19:00 1778 20:00 1291 250 0 0 0 :::: .... "' N ■ "' .... .... ·• --..,_ 21:00 985 22:00 777 23:00 484 Time 24:00 312 Total I 261081 .... <O .... ~ • N ;;; LI * -· Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 25 Tamarack A venue Between El Camino Real and La Portalada Drive Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 "' RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... Tamarack Ave. : El Camino Real to La Portalada Dr. Location Code ............ 25 County ...................... San Diego Recorder Set ............. 7 /25/06 00: 00 Recording Start ......... 7/26/06 00:00 Recording End ............ 7/28/06 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8724 Machine Number .......... 20324 Channel ..................... A ·. Divide By ......... · ......... 2 Summation .................. No Two-Way ......... : ........... No Wednesday 07/26/06 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700·1800 1900 2000 2100 2200 2300 2400 Totals 14 12 4 9 27 96 270 492 368 256 201 229 227 223 197 188 227 237 220 149 150 104 61 32. 3993 . 7 0 2 6 14 37 105 111 58 58 51 52 58 51 49 48 44 47 34 46 30 14 12 2 3 2 4 16 63 113 101 66 63 45 66 46 62 43 53 81 68 45 32 21 16 10 4 5 4 5 28 69 131 79 68 32 61 48 66 31 45 63 59 47 32 33 34 14 6 3 . 2 12 38 101 143 77 64 48 72 61 53 53 51 63 53 58 38 39 19 17 4 AM Peak Hour ............................... 07:15 to 08:15 498 vehicle·s) AM Peak Hour Factor ..................... 87 .1% PM Peak Hour ............................... 16: 30 to 17:30 251 vehicles) PM Peak Hour Factor ..................... 77. 5% Thursday 07/27/06 ' Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 18 8 8 11 26 101 291 492 332 282 227 240 257 230 213 232 214 200 213 160 115 83 61 41 4055 4 2 2 2 5 16 50 100 84 78 63 49 74 65 56 60 48 43 54 42 27 18 · 19 13 10 2 0 3 7 13 56 120 90 79 60 67 68 64 51 54 51 58 45 42 29 27 21 13 2 0 3 3 5 31 89 125 82 61 41 60 48 58 52 51 ,63 51 50 40 27 23 14 10 2 4 3 3 9 41 96 147 76 64 63 64 67 43 54 67 52 48 64 36 32 15 7 5 AM Peak Hour ............................... 07:00 to 08:00 492 vehicles) AM Peak Hour Factor ..................... 83. 7% PM Peak .Hour ............................... 12: 00 to 13:00 257 vehicles) PM Peak Hour Factor ..................... 86.8% Volume,Count Report ·Location ................... Tamarack Ave. : El Camino Real to La Portalada Dr. Location Code ............ 25 County ...................... San Diego Recorder Set .... , ........ 7/25/06 00:00 Recording Start ......... 7 /26/06 00: 00 Recording' End ............ 7 /28/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8724 Machine Number .......... 20324 Channel ..................... A Divide By .............. ; ... 2 Summation ............. , .... No Two-Way .................. ; .. No Wednesday 07/26/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 25 17 9 8 7 9 44 110 119 151 177 204 226 221 226 273 366 411 375 270 225 168 114 53 3808 7 5 0 2 2 7 21 26 40 36 44 57 64 48 74 86. 87 116 " 79 67 57 34 17 4 5 4 2 2 2 7 22 27 36 47 58 58 50 57 58 106 124 86 66 46 45 28 14 7 4 . 2 2 2 2 12 38 29 37 44 55 47 48 61 75 67 104 99 66 66 43 30 12 7 3 2 4 3 18 29 37 38 50 47 64 59 60 66 107 96 74 59 46 23 22 10 AM Peak Hour ................. : ............. 11: 15 to 12:15 217 vehicles) AM Peak Hour Factor ..................... 93. 5% PM Peak Hour ............................... 17: 15 to 18:15 440 vehicles) PM Peak Hour Factor ..................... 88. 7% Thursday 07/27/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 25 8 17 9 8 12 47 130 144 156 167 211 221 215 248 312 310 407 325 272 200 159 130 73 3806 8 2 3 3 0 11 20 27 50 47 47 35 60 65 75 83 89 94 65 46 45 33 22 5 1 4 0 4 3 5 25 34 34 39 53 74 65 62 83 86 116 78 70 58 42 35 20 8 4 5 3 2 3 18 43 43 33 47 46 57 38 55 72 64 109 80 77 46 41 34 20 4 5 3 1 6 13 42 40 39 34 65 55 52 66 82 77 93 73 60 50 31 28 11 AM Peak Hour ............................... 11:30 to 12:30 220 vehicles) AM Peak Hour Factor ..................... 74.3% PM Peak Hour ................... ; ........... 17: 15 to 18:15 412 vehicles) PM Peak Hour Factor .............. : ...... 88. 8% Weekly Summary Report Location ...................... .' .. Tamarack Ave.: El Camino Real to La Portalada Dr. Location Code .................. 25 County ............................ San Diego Recorder Set ... _. ............... 7 /25/06 00: 00 Recording Start ............... 7 /2-6/06 oo·: 00 Recording End .................. 7 /28/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8724 Machine Nuber .................. 20324 Channel. .......................... A Recorder Mode .................. Volume Week of July 23, 2006 Channel: A Direction: W End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 14 18 16 16 02:00 12 8 10 10 03:00 4 8 6 6 04:00 9 11 10 10 05:00 27 · 26 27 27 06:00 96 101 99 99 07:00 270 291 281 281 08·: oo 492 492 492 492 09:00 368 332 350 350 10:00 256 282 269 269 11: 00 201 227 214 214 12:00 229 240 235 235 13:00 227 257 242 242 14:00 223 230 227 227 15:00 197 213 205 205 16:00 188 232 210 210 17:00 227 214 221 221 18:00 237 200 219 219 19:00 220 213 217 217 20:00 149 160 155 155 21:00 150 115 133 133 22:00 104 83 94 94 23:00 61 61 61 61 24:00 32 41 37 37 Totals 3993 4055 4024 4024 % Avg Wkday 99.2 100.8 % Avg Day 99.2 100.8 AM Peak Hour 08:00 08:00 AM Count 492 492 PM Peak Hour 18:00 13:00 PM Count. 237 257 Weekly Summary Report Location ......................... Tamarack Ave.: El Camino Real to La Portalada Dr. Location Code .................. 25 County ............................ San Diego . Recorder Set ................... 7 /25/06 00: 00 ·Recording Start ................ 7/26/06 00:00 Recording End; ................. 7/28/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8724 Machine Nuber .................. 20324 Channel. .......................... A Recorder Mode .................. Volume " Week of July 23, 2006 Channel: A Direction: E End 23 24 25 26 27 . 28 29 Wkday Da,ily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 25 25 25 25 02:00 17 8 13 13 03:00 9 17 13 13 04:00 8 9 9 9 05:00 7 8 8 8 06:00 9 12 11 11 07:00 44 47 46 46 08:00 110 130 120 120 09:00 119 144 132 132 10:00 151 156 154 154 11:00 177 16.7 172 172 12:00 204 211 208 208 13:00 226 221 224 224 14: 00. 221 215 218 218 15:00 226 248 237 237 16:00 273 312 293 293 17:00 366 310 338 338 18·: 00 411 407 409 409 19:00 375 325 350 350 20:00 270 272 271 271 21:00 225 200 213 213 22:00 168 159 164 164' 23:00 114 130 122 122 24:00 53 73 63 63 Totals 3808 3806 3807 3807 % Avg Wkday 100.0 100 .. 0 % Avg Day 100.0 100.0 AM Peak Hour 12:00 12:00 AM Count 204 211 PM Peak Hour 18:00 18:00 PM Count 411 407 RICK ,. ENGINEERING COMPANY 24-Hour Volume Plot Transportation Division . Tamarack Avenue • . . . Between El Camino Real and La Portalada Drive Wednesday, July 26, 2006 26 End Time Wed Tamarack Avenue Between El Camino Real and La Portalada Drive 01:00 39 02:00 29 1000 03:00 13 04:00 17 05:00 34 ,- 06:00 105 07:00 314 .750 08:00 602 09:00 487 ., .., "' "' <D "' 0 "' "' <D "' "' 10:00 407 r--· 11:00 378 12:00 433 13:00 453 14:00 · 444 500 ., "' <D .., "' "' .., r--"' .., .., "' .., "' .., .., "' ;;: 0 ., .., "' .., r--r--"' "' ;!: "' "' 15:00 423 r--"' 16:00 461 250 "' 17:00 593 r--~ "' 18:00 648 0 ~ "' 19:00 595 20:00 419 21:00 375 22:00 272 0 ·; I ., "' "' u "' "' r--. ; ~ ...,. ...,. 0 g i 0 0 ~ 0 § 0 0 0 ~ 0 0 ~ ~ ti 0 "' ~ ;,; ~ 0 0 0 0 23:00 175 Time 24:00 85 I Total I 7801 I * -Volumes represent combined totals of both directions. ENGINEERING COMPANY Transportation I)ivision 24-Hour Volume Plot Tamarack Avenue • . . . Between El Camino Real and La Portalada Drive Thursday, July 27, 2006 27 End Tjme Thur Tamarack Avenue Between El Camino Real and La Portalada Drive 01:00 43 02:00 16 03:00 25 1000-,--------------------------------, 04:00 20 05:00 34 06:00 113 07:00 338 750 08:00 622 N N r- 09:00 476 .. "' 0 " "' 10:00 438 11:00 394 12:00 451 u st "' st ;,; .., :2 "' "' " "' "' "' > r-;;; r-"' 1o 500 st "' st N -.., st st st .., 0 st st st st .. 0, 13:00 478 "' .., 14:00 445 .., "' .., ;;; 15:00 461 16:00 544 N 250 ;,; ~ 0, 17:00 524 .., ~ st 18:00 607 ~ 19:00 538 20:00 432 .., "' st I st "' 0 .., ■ ~ N N ---■ 0 '-,-'-,- 21:00 315 22:00 242 0 0 0 I ,;; 0 0 0 0 8 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ 0 ~ 0 0 0 0 ~ 0 0 0 0 0 0 g " ~ i'i "' ro m ~ ~ :! ~ $! ~ ~ 0 " t:i M ~ 0 0 0 0 0 N N N 23:00 191 Time 24:00 114 I Total I 7861 I • -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 26 Paseo Del Norte Between Camino Del Parque (north) and Palomar Airport ·Road NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... Paseo Del Norte·: Camino Del Parque (North) to P.A.R. Location Code ...... , ..... 2 6 County ............... _. ..... ; San Diego Recorder Set ............. 7 /25/06 oo~ oo Recording Start ......... 7 /2 6/0 6 00: 00 Recording End ............ 7/28/06 00:00 Sample Time .... -........... 15 Minutes Operator Number ......... 8725· Machine Number .......... 20325 Channel. ....... , ....... , .... A Divide By .......... , ....... 2 Summation .................. No Two-Way ..................... No Wednesday 07/26/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 j300 1400 1500 1600_1700 1800 1900 2000 2100 2200 2300 2400 Totals 7 3 6 6 23 64 149 298 341 295 299 305 350 307 317 263 337 381 311 191 126 75 35 23 4512 2 2 0 3 · 11 26 56 75 70 73 62 86 78 81 78 93 107 87 48 36 27 9 9 2 5 10 28 69 89 74 84 70 86 75 70 62 83 96 68 53 28 20 12 5 0 2 3. 10 18 41 81 92 69 73 80 79 67 92 55 76 107 79 48 36 11 6 3 0 2 5 25 54 92 85 82 69 93 99 87 74 68 85 ' 71 77 42 26 -17 8 8 AM Peak Hour ............................... 07: 45 to 08:45 348 vehicles) AM Peak Hour Factor ..................... 94. 6% PM Peak Hour ....•..... , .......... ;_ ......... 16: 45 to 17:45 395 vehicles) PM Peak Hour Factor ..................... 92. 3% Thursday 07/27/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 j100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 13 7 5 5 22 63 138 306 343 331 341 310 367 324 307 303 320 414 274 222 123 74 48 33 4693 . 2 0 3 10 18 67 79 87 92 82 71 85 71 66 75 95 80 65 32 24 15 11 6 0 3 11 25 67 80 80 80 75 100 77 67 77 66 124 77 59 32 15 13 10 3 2 3 2 6 20 43 74 85 84 89 71 85 74 84 75 82 98 70 43 32 17 . 13 4 3 2 2 10 22 52 98 99 80 80 82 111 88 85 85 97 97 47 55 27 18 7 8 AM Peak Hour .................•............. 08: 15 to 09:15 351 vehicles) AM Peak Hour Factor ..................... 88. 6% PM Peak Hour ............................... 16:45 to 17:45 414 vehicles) PM Peak Hour Factor ..................... 83. 5% Volume Count Report Location ................... Paseo Del Norte: Camino Del Parque (North) to P.A. R. Location Code ............ 26 County ...................... San Diego Recorder Set ............. 7/25/06 00: 00 Recording Start ......... 7/26/06 00:00 Recording End ............ 7 /28/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8725 Machine Number .•........ 20325 Channel .................. ; .. A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/26/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 29 11 10 4 7 10 63 150 218 209 230 268 350 334 328 318 349 420 333 · 278 242 153 76 55 4445 9 6 2 2 4 13 23 51 57 53 63 90 92 79 78 73 113 101 84 74 53 23 21 . 8 1 4 2 2 0 9 33 48 51 58 57 93 .. 76 79 74 81 117 72 74 65 37 20 14 8 1 0 0 0 2 12 44 65 60 57 63 86 104 87 79 112 91 76 62 50 36 22 11 4 . 3 4 3 4 29 50 54 41 62 85 81 62 83 87 83 99 84 58 53 27 11 9 AM Peak Hour ............................... 11:30 to 12:30 331 vehicles) AM Peak Hour Factor ..................... 89.0% PM Peak Hour ............................... 16:30 to 17:30 425 vehicles) PM Peak Hour Factor ..................... 90. 8% Thursday 07/27/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 21 8 4 9 5 8 60 130 244 229 257 343 418 376 321 329 384 486 349 246 255 167 102 51 4802 6 2 1 1 3 5 27 53 74 57 83 98 105 78 95 81 137 121 56 71 49 34 . 18 7 3 0 4 2 1 14 27 57 62 64 78 109 97 78 80 80 122 87 60 50 34 30 10 4 1 3 1 13 39 75 43 81 81 111 98 88 81 127 119 67 69 72 48 20 10 4 2 2 1 3 28 37 59 50 55 101 100 76 . 77 73 96 108 74 61 62 36 18 13 AM Peak Hour ............................... 11:30 to 12:30 389 vehicles) AM Peak Hour Factor ..................... 89.2% PM Peak Hour ............................... 17: 00 to 18:00 ( 486 vehicles) PM Peak Hour Factor ..................... 88. 7% Weekly Summary Report Location ......................... Paseo Del Norte: Camino Del Parque (North) to P.A.R. Location Code .................. 2 6 County ............................ San Diego Recorder Set .................. ,7/25/06 00:00 Recording Start .............. ,7/26/06 00:00 Recording End .................. 7 /28/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8725 Machine Nuber .................. 20325 Channel. ........................... A Recorder Mode, ................. Volume Week of July 23, 2006 Channel: A Direction:· N · · End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 7 13 10 10 02:00 3 7 5 5 03:00 6 5 6 6 04:00 6 5 6 6· 05:00 23 22 23 23 06:00 64 63 64 64 0.7: 00 149 138 144 144 08:00 298 306 302 302 09:00 341 343 342 342 10:00 295 331 313 313 11:00 299 341 320 320 12:00 305 310 308· 308 13:00 350 367 359 359 14:00 307 324 316 316 15:00 317 307 312 312 16:00 263 303 283 283 17:00 337 320 329 329 18:00 381 414 398 398 19:00 311 274 293 293 20:00 191 222 207 207 21:00 126 123 125 . 125 22:00 75 74 75 75 23:00 35 48 42 42 24:00 23 33 28 28 Totals 4512 4693 4603 4603 % Avg Wkday 98.0 102.0 % Avg Day 98.0 102.0 AM Peak Hour 09:00 09:00 AM Count I 341 343 PM Peak Hour 18:00 18:00 PM Count 381 414 Weekly Summary Report Location ......................... Paseo Del. Norte: Camino Del Parque (North) to P.A.R. Location Code .................. 26 County ............................ San Diego Recorder Set ................... 7/25/06 00:00 Recording Start ............... 7 /2.6/06 00: 00 Recording End ................... 7/28/06 00:00' Sample Time ..................... 15 Minutes Operator Number ............... 8725 Machine Nuber.: ................ 20325 Channel. ... ; ...................... A Recorder Mode .................. Volume Week of July 23, 2006 · Channel: A Direction: s End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 29 21 25 25 02:00 11 8 10 10 03:00 10 4 7 7 .04: 00 4 9 7 7 05:00 7 5 6 6 06:00 10 8 9 9 07:00 63 60 62 62 08:00 150 130 140 140 09.: 00 218 244 231 231 10:00 209 229 219 219 11:00 230 257 244 244 12:00 268 343 306 306 13:00 350 418 384 . 384 14:00 334 376' 355 355 15:00 328 321 325 325 16:00 318 329 324 324 17:00 349 384 367 3.67 18:00 420 486 453 453 19:00 333 349 341 341 20:00 278 246 262 262 21.: 00 242 255 249 249 22:00 153 167 160 160 23:00 76 102 89 89 24:00 55 51 53 53 Totals 4445 4802 4624 4624 % Avg Wkday 96.1 103.9 % Avg Day 96.1 103.9 AM Peak Hour 12:00 12:00 AM Count 268 343 PM Peak Hour 18:00 18:00 PM Count 420 486 I ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Paseo Del Norte ~ \w Between Camino Del Parque (North) and Palomar Airport Road 26 End nme Wed 01:00 36 02:00 14 1000 03:00 16 04:00 10 05:00 30 06:00 74 07:00 · 212 750 08:00 448 09:00 559 m m 10:00 504 0 :E 11:00 529 ~ 500 -12:00 573 0 "" 13:00 700 14:00 641 . 15:00 645 · 16:00 581 250 17:00 686 18:00 801 19:00 644 <O "' 20:00 469 0 ■ 21:00 368 ·22:00 228 23:00 111 24:00 78 Total I 8957 I Wednesday, July 26, 2006 ... <O --- Paseo Del Norte Between Camino Del Parque (North) and Palomar Airport Road· 0 «> 0 <O 0 ,-. «> ::; "' <O ... ... ... <O <O <O "" "' "'· ,-. "' "' "' "' "' ... N 0 "' "' "' ., <O ... ... ... N '" ;,: 0 0 "' -■ . ~ ...... ~ ...... ...... ~ Time «> <O "' ., N N :: -., 11 ...... * -Volumes represent combined totals of both directions. I llmll'M ENGINEERING COMPANY Transportation Dfoi.sion 24-Hour Volume Plot Paseo Del Norte • . . . . Between Camino Del Parque (North) and Palomar Airport Road 27 End Time Thur 01:00 34 02:00 15 1000 03:00 9 04:00 14 05:00 27 06:00 71 07:00 198 750 08:00 436 09:00 587 "' ~ 10:00 560 u :E 11 :CO 598 ~ > 500 -12:00 653 0 .. 13:00 · 785 14:00 700 15:00 628 16:00 632 250 17:00 704 18:00 900 19:00 623 " "' M 20:00 468 0 ■ ~ '" 21:00 378 22:00 241 23:00 150 24:00 84 Total I 9495 I Thursday, July 27, 2006 Paseo Del Norte Between Camino Del Parque (North) and Palomar Airport Road ;:: ,-. I " N ~ ■ <O ,-. '" <O 0 "' "' co "' co M " <O '" ~ ~ '--,- g ~ g g ~ f=i:38~:: 0 0 '" "' <O ,-. 0 " 0 0 M ,-. ,-. "' <O N M co N M N co co co <O co " Time <O ,-. M ::;: N 0 "' ~ " <O _J_ * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 27 Paseo del Norte Between Palomar Airport Road_ and Car Country Drive NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... Paseo ·Del Norte: P.A.R. to Car Country Dr. Location Code ............ 27 County ...................... San Diego Recorder Set ............. 7/10/06 00:00 Recording Start ......... 7 /11/06 00: 00 Recording End ............ 7 /14/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8726 Machine Number.: ........ 20326 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No ·Tuesday 07/11/06 Channel.: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 moo 2000 2100 2200 2300 2400 Totals 11 . 7 3 5 9 17 111 260 338 371 349 400 509 498 467 466 474 437 266 228 212 104 49 34 5625 4 2 2 4 5 0 5 52 86 94 83 92 118 128 118 120 114 115) 89 62 71 38 20 8 4 2 1 0 1 3 18 68 76 89 77 87 104 137 130 131 123 111 54 63 56 19 10 7- 1 2 0 0 2 5 38 57 88 95 101 111 136 102 95 107 113 116 59 50 45 28 7. 8 2 0 9 50 83 88 93 88 110 151 131 124 108 124 95 64 53 40 19 12 11 AM Peak Hour ............................... 11: 30 to 12:30 443 vehicles) ·AM Peak Hour Factor ......... _. ........... 93. 9% PM Peak Hour ............................... 12: 30 to 13:30 552 vehicles) PM Peak Hour Factor ................. , ... 91.4% W:ednesday 07/12/06 Channel._: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals _ 17 9 9 8 11 21 92 291 334 361 356 367 474 484 470 392 411 408 290 250 236 . 78 65 31 5465 8 0 3 6 10 59 83 99 72 80 90 138 128 ·100 109 110 74 64 72 28 23 11 2 2 3 3 5 5 13 52 71 76 91 96 128 117 114 85 92 114 76" 59 71 15 18 13 6 3 6 2 4 31 80 80 72 93 92 122 111 117 106 99 90 72 80 53 21 14 4 1 3 0 2 2 6 38 100 100 114 100 99 134 118 111 101 111 94 68 47 40 14 10 3 AM Peak Hour ........................... -.... 11: 30 to ' 12:30 409 vehicles) AM Peak Hour Factor .. ; .................. 79. 9% PM Peak Hour ............................ _ ... 12: 15 to 13:15 522 vehicles) PM .Peak Hour Factor ..................... 94. 6% Volume Count Report Location ................... Paseo Del Norte: P.A. R. to Car Country Dr. Location Code .. , ......... 27 County ...................... San Diego Recorder Set ............. 7/10/06 00:00 Recording Start ......... 7 /11/06 00: 00 Recording End ............ 7/14/06 00:00 Sample Time ............... 15 Minutes Operator Number ........ :8726 Machine Number .......... 20326 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07 /11/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 15 3 10 3 6 22 75 191 247 301 360 471 484 438 441 39.5 464 499 327 203 145 97 49 35 5281 6 0 0 12 29 65 61 82 112 113 135 119 93 124 116 101 59 33 38 16 11 6 0 5 2 3 2 16 50 55 87 77 101 123 102 109 95 105 149 90 55 43 25 9 8 0 0 3 0 6 15 51 63 69 93 128 113 99 111 98 125 112 73 41 43 17 11 13 3 3 0 2 13 32 61 64 84 108 130 135 102 102 109 110 122 63 48 26 17 13 3 AM Peak Hour ............................... 11: 30 to 12: 30. 494 vehicles) AM Peak Hour Factor ..................... 95.0% PM Peak Hour ............................... 12: 15 to 13:15 506 vehicles) PM Peak Hour Factor ..................... 93. 7% Wednesday 07/12/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 j100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400. Totals 10 9 3 5 4 18 56 163 260 318 355 396 451 422 387 397 418 434 282 232 213 110 48 15 5006 3 2 0 2 1 0 9 21 66 89 79 84 135 132 98 102 101 123 83 56 56 44 10 6 2 3 2 2 2 4 14 45 53 60 82 92 106 91 109 91 105 106 81 68 58 31 12 6 2 1 0 0 0 9 8 48 59 89 99 97 104 101 86 92 114 101 67 47 48 15 15 2 3 3 1 5 25 1 49 82 80 95 123 106 98 94 112 98 104 51 61 51 20 11 AM Peak Hour ............................... 11: 30 to 12:30 461 vehicles) AM Peak Hour Factor, .................... 85.4% PM Peak Hour ...................... -......... 11: 45 to 12:45 468 vehicles) PM Peak Hour Factor ..................... 86. 7% Weekly Summary Report Location ......................... Paseo Del Norte: P.A.R. to Car Country Dr. Location Code .................. 27 County ............................. San Diego Recorder Set ................... 7/10/06 00:00 Recording Start ................ 7 /11/06 00: 00 Recording End .................. 7 /14/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber .................. 20326 Channel ........................... A Recorder Mode .................. Volume Week of July 9, 2006 Channel: A Direction: N End 09 10 11 12 13 14 15 Wkday Daily Time. Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 11 17 14 14 02:00 7 9 8 8 03:00 3 9 6 6 04:00 5 8 7 7 05:00 9 11 10 10 06:00 17 21 19 19 07:00 111 92 102 102 08:00 260 291 276 276 09:00 338 334 336 336 10:00 371 361 366 366 11:00 349 356 353 353 12·: 00 400 367 384 384 13: 00 509 474 492 492 14:00 498 484 491 491 15:00 467 470 469 469 16:00 466 392 429 429 17: 00. 474 411 443 443 ·13: oo 437 408 423 423 19:00 266 290 278 '278 20:00 228 250 239 239 21:00 212 236 224 224 22:00 104 78 91 91 23:00 49 65 57 57 24:00 34 31 33 33 Totals 5625 5465 .5545 5545 % Avg Wkday 101. 4 98.6 % Avg Day 101. 4 98.6 AM Peak.Hour 12:00 12:00 AM C.ount 400 367 PM Peak Hour 13:00 14:00 J?.M Count 509 484 W eeldy Summary Report . Location ......................... Paseo Del Norte: P.A.R. to Car Country Dr. Location Code ........... : ...... 27 County ............................ San Diego Recorder Set .................... 7/10/06 00:00 Recording Start ............... 7/11/06 00: 00 Recording End .................. 7 /14/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 872 6 Machine Nuber .................. 2032 6 Channel. .......................... A Recorder Mode .................. Volume Week of July 9, 2006 Channel: A Direction: s End 09 10 11 12 13 14 15 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 15 10 13 13 02:00 3 9 6 6 03:00 10 3 7 7 04:00 3 5 4 4 05:00 6 4 5 5 06:00 22 18 20 20 07:00 75 56 66 66 08:00 191 163 177 177 09:00 247 260 254 254 10:00 301 318 310 310 11:00 360 355 358 358 12:00 471 396 434 434 13:00 484 451 468 468 14:00 438 422 430 430 15:00 441 387 414 414 16:00 395 397 396 396 17:00 464 418 441 441 18:00 499 434 467 467 19:00 327 282 305 305 20:00 203 232 218 218 21:00 145 213 179 179 22:00 97 110 104 104 23:00 49 48 49 49· 24:00 35 15 25 25 Totals 5281 5006 5144 5144 % Avg Wkday 102.7 97.3 % Avg Day 102.7 97.3 AM Peak Hour 12:00 12:00 AM Count 471 396 PM Peak Hour 18:00 13:00 PM Count 499 451 Rlliiil·' ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Paseo Del Norte ~ • Between Palomar Airport Road and Car Country Drive Tuesday, July 11, 2006 11 End Time Tue Paseo Del Norte Between Palomar Airport Road and Car Country Drive 01:00 26 . 02:00 10 1250 03:00 13 - 04:00 8 05:00 15 "' a, 06:00 39 07:00 186 ,ooo a, <D "' <D "' "' "' "' a, 0 a, a, ;:: a, © "' "' 08:00 451 09:00 585 10:00 672 0 ~ 0 750 :c a, N 0 r--r-- <D 11:00 709 12:00 871 13:00 993 14:00 936 ~ > -0 .. 500 "' "' "' a, "' "' ' © ., ;;; ., r--"' 15:00 908 "' 16:00 861 17:00 938 250 <D 0 "' N ~ 18:00 936 "' a, a, 19:00 593 20:00 431 0 <D a a, I <D N "' "' "' I -~ "' -'--,- 21:00 357 22:00 201 23:00 98 Time 24:00 69 I Total I 10906 I * -Volumes represent combined totals of both directions. ENGINEERING COMPANY Transponation Division 24-Hour Volume Plot Paseo Del Norte ~ ~ Between Palomar Airport Road and Car Country Drive Wednesday, July 12, 2006 12 End Time Wed Paseo Del Norte Between Palomar Airport Road and Car Country Drive 01:00 27 02:00 18 1250 03:00 12 04:00 13 05:00 15 06:00 39 07:00 148 08:00 454 09:00 594 10:00 679 1000 "' " 0 750 :c "' ID N "' 0 ,.. "' N "' "' .... ., "' N ., "' ., ., ID ,.. -,.. "' ;:: ,.. ID 11:00 711 12:00 763 13:00 925 " > 0 "' ~00 .... N "' "' ,.. "' N .... ., "' "' .... .... .... .... 14:00 906 15:00 857 16:00 789 17:00 829 250 ., ., ., .... -"' 18:00 842 19:00 572 20:00 482 0 -,.. "' i ID N ., N "' "' "' .... ----■ ---~ 21:00 449 22:00 188 23:00 113 Time 24:00 · 46 I Total I 10471 11 • -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 28 Cannon Road Between Paseo Del Norte and Car Country Drive Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 '" RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... Cannon Road: Paseo Del Norte to Car Country Drive Location Code ............ 28 County ...................... San Diego Recorder Set ............. 7/31/06 00:00 Recording Start ......... 8/01/06 00: 00 Re.cording End ............ 8/04/06 00: 0_0 Sample Time ............... 15 Minutes Operator Number ......... 872 6 Machine Number .......... 20326 Channel. .................... A Divide By .................. 2 Summation .................. No Two-Way ........ , ............ No Tuesday 08/01/06 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 32 30 10 19 46 164 519 601 597 556 520 743 768 674 822 1015 1140 1340 875 662 615 180 106 61 12095 9 12 4 2 8 26 118 131 153 143 131 150 225 186 190 238 289 375 280 179 153 72 43 28 11 4 5 8 31 127 160 154 137 135 164 199 164 196 223 265 380 229 158 201 40 19 13 8 7 6 10 41 142 150 147 138 131 218 188 166 230 240 286 296 191 180 162 32 26 10 4 7 4 6 20 66 132 160 143 138 123 211 156 158 206 314 300 289 175 145 99 36 18 10 AM Peak Hour ..•..........................•. 11: 30 to 12:30 853 vehicles) AM Peak Hour Factor ..................... 94. 8% PM Peak Hour ............................... 16: 45 to 17:45 '1351 vehicles) PM Peak Hour Factor ..................... 88. 9% Thursday 08/03/06 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals .. 47 25 10 20 38 153 545 598 557 528 568 734 773 679 696 912 1181 1363 873 659 652 162 108 75 11956 11 10 2 7 4 27 103 158 153 141 128 183 219 165 178 229 284 370 272 175 181 55 35 27 17 4 3 7 7 21 134 145 135 136 144 169 197 161 149 178 267 439 238 156 201 31 31 19 11 4 2 3 11 43 142 134 147 126 142 204 185 186 169 262 314 282 201 174 162 40 25 17 8 7 3 3 16 62 166 161 122 125 154 178 172 167 200 243 316 272 162 154 108 36. 17 12 AM Peak Hour ... .' ........................... 11·: 30 to 12:30 798 vehicles) AM Peak Hour Factor ..................... 91.1% PM Peak Hour ............................... 16:30 to 17:30 1439 vehicles) PM Peak Hour Factor ..................... 81.9% ( Volume Count Report ,_ Location ................. :. Cannon Road: Paseo Del Norte to Car Country Drive Loca.tion Code ............ 28 County ...................... San Diego Recorder Set ...... , ...... 7/31/06 00:00' Recording Start ......... 8/01/06 00: 00 Recording End ............ 8/04/06 00: 00 Sample .Time ............... 15 Minutes Operator Number .......... 872 6 Machine Number .......... 20326 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ................... ,. No Tuesday 08/01/06. Channel: A Direction: E 1 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 42 23 16 23 50 151 525 1165 1046 996 1063 986 967 917 762 763 826 874 ·.535 416 323 240 179 134 13022 14 7 4 4 7 7 · 72 172 320 216 289 233 213 268 216 187 208 241 158 113 80 60 58 45 9 4 4 6 5 29 93 246 279 209 246 280 224 220 194 181 202 211 130 109 86 62 44 32 9 4 5 5 12 43 161 337 220 234 286 231 260 215 163 197 208 209 133 105 91 57 . 42 28 10 8 3 8 26 72 199 410 227 337 242 242 270 214 189, 198 208 213 114 89 66 61 35 29 AM''Peak Hour ............................... 07: 30 to 08:30 ( 1346 vehicles) -AM Peak Hour Factor ..................... 82.1% PM Peak Hour ............................. · .. 12: 15 to 13:15 1022 vehicles) PM Peak Hour Factor ..................... 94. 6% Thursday 08/03/06 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 'rotals 66 28 18 21 50 156 506 1157 1114 964 1027 929 1022 897 779 742 856 848 590 385 335 255 196 89 13030 19 7 5 4 6 17 67 156 337 212 292 230 235 224 193 178 208 227 168 110 88 60 48 22 17 7 3 2 9 27 92 244 245, 205 248 231 247 256 218 166 206 207 168 103 93 69 60 22 14 8 6 7 16 31 154 310 290 252 246 234 262 204 182 208 237 191. 132 93 74 66 40 16 16 6 4 8 19 81 193 447 242 295 241 234 278 213 186 190 205 223 122 79 80 60 48 29 AM Peak Hour ............................... 07: 30 to 08:30 1339 vehicles) AM Peak Hour Factor ..................... 74. 9% PM Peak Hour ............................... 12: 00 to 13:00 1022 vehicles) PM Peak Hour Factor ..................... 91. 9% Weekly Summary Report Location ......................... Cannon Road: Paseo Del Norte to Car Country Drive Lo.cation Code .................. 28 County ............................ San Diego Recorder Set ................... 7 /31/06 00: 00 Recording Start ............... 8 /01/06 00: 00 Recording End .................. 8/04/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber ...... : ........... 20326 Channel. .......................... A Recorder Mode ... -.. , ............ , Volume Week of July 30, 2006 Channel: A Direction: W End 30 31 01 02 03 04 05 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 32 47 40 40 02:00 30 25 28 28 03:00 10 10 10 10 04:00 19 20 20 20 05:00 46 38 42 42 06:00 164 153 159 159 07:00 519 545 532 532 .08: 00 601 598 600 600 09:00 597 557 577 577 10:00 556 528 542 5~2 11:00 520 568 544 544 12:00 743 734 739 739 13:00 768 773 771 771 14:00 674 679 677 677 15:00 822 696 759 759 16:00 1015 912 964 964 17:00 1140 1181 1161 1161 18:00 1340 1363 1352 1352 19:00 875 873 ·874 874 20:00 662 659 661 661 21:00 615 652 634 634 22:00 180 162 171 171 23:00 106 108 107 107 24:00 61 75 68 68 Totals 12095 11956 12026 12026 % Avg Wkday 100.6 99.4 % Avg Day 100.6 99.4 AM Peak Hour 12:00 12:00 AM Count 743 734 i PM Peak Hour 18:00 18:00 Pt,\ Count 1340 1363 Weekly Summary Report Location .. , ....................... Cannon Road: Paseo Del Norte to Car Country Drive Location Code .................. 28 County ............................ San Diego Recorder Set .................... 7/31/06 00:00 Recording Start ............... 8/01/06 00: 00 Recording End .................. 8/04/06 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber .................. 20326 Channel ........................... A Recorder Mode .................. Volume Week of July 30, 2006 Channel: A Direction: E End 30 31 01 02 03 04 05 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 42 66 54 54 02:00 23 28 26 26 03:00 16 18 17 17 04:00 23 21 22 22 05:00 50 50 50 50 06:00 151 156 154 154 07:00 525 506 516 516 08:00 1165 1157 1161 1161 09:00 1046 1114 1080 1080 10:00 996 964 980 980 11:00 1063 1027 1045 1045 12:00 986 929 958 958 13:00 967 1022 995 995 14:00 917 897 907 907 15:00 762 779 771 771 16:00 763 742 753 753 17 :·oo 826 856 841 841 18:00 -874 848 861 861 19:00 535 590 563 563 20:00 416 385 401 401 21:00 323 335 329 329 22:00 240 255 248 248 23:00 179 196 188 188 24:00 134 89 112 112 Totals 13022 13030 13026 13026 % Avg Wkday 100.0 .100. 0 % Avg Day 100.0 100.0 AM Peak Hour 08:00 08:00 AM Count 1165 1157 PM Peak Hour 13:00 13:00 PM Count 967 1022 I ENGINEERING COMPANY Transponacion Division 24-Hour Volume Plot Cannon Road • ' . ' ' Between Paseo Del Norte and Car Country Drive 01 End.Time Tue 01:00 74 02:00 53 03:00 26 04:00 42 05:00 96 06:00 315 07:00 1044 08:00 1766 09:00 1643 10:00 1552 11:00 1583 12:00 1729 13:00 1735 14:00 1591 15:00 1584 16:00 1778 17:00 1966 18:00 2214 19:00 1410 20:00 1078 21:00 938 22:00 420 .23:00 285 24:00 195 Total I 2s117I ~ " u :2 " > -' 0 .. 2000 1750 1500 1250 1000 750 / 500 250 ~ --0 "' "' - Tuesday, August1,2006 Cannon Road Between Paseo Del Norte and Car Country Drive .., "' ;;; <D <D N a, N .., ■ - .., .., 0 - <D <D ,_ - g g "' .., "' <D N "" -"' ~ ~ "' N ,_ -"' "' ,_ - 0 0 ~ Time "" ,_ ,_ --.., a, "" "' "' -- <D <D a, - ;;; N 0 ~ - "" ,_ 0 -"" "' "' 0 N .., "' "" N "' a, -J * -Volumes represent combined totals of both directions. I ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Cannon Road • . - . . Between Paseo Del Norte arid Car Country Drive 03 End Time Thur 01:00 113 02:00 53 03:00 28 2000 04:00 41 05:00 88 1750 06:00 309 07:00 1051 08:00 1755 1500 09:00 1671 w 10:00 1492 " u 1250 11:00 1595 :E " 12:00 1663 > 1000 -0 13:00 1795 .. 14:00 1576 750 15:00 1475 16:00 1654 500 17:00 2037 18:00 2211 250 "' 19:00 1463 :::: "' 20:00 1044 0 I .,, - 21:00 987 22:00 417 0 ~ " 0 23:00 304 24:00 164 Total I 24986 I Thuffiday,August3,2006 Cannon Road Between Paseo Del Norte and Car Country Drive .,, .,, ... ;:: -.,, <D -O> N .,, O> -" - ;,; 0 - O> 0 "' "' "' ;;: "' N ■· - 0 0 0 0 ~ 0 8. 8 8. 0 ~ 0 0 " ;.; .;; 8 ~ ~ m ~ :: 0 0 0 0 0 .,, O> "' ~ <D <D <D -... .,, -.,, ... " 8 0 8 0 o_ 0 :, " :: ~ Time " .,, <D - 8 ~ ... "' 0 N 8 :: "' <D " " " 0 ... -"' O> ... ;;: 0 0 .. ., 0 "' ., <D -I * -Volumes represent combined totafs of bath directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 29 Cannon Road Between El Camino Real and College Boulevard Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Dit!ision Volume Count Report Location ................... Cannon Road: El Camino Real to College Blvd. Location Code .•.......... 2.9 County ... .' .................. San Diego Recorder Set ............. 8/14/06 00:00 Recording Start ......... 8/15/06 00: 00 Recording End ............ 8/17/05 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8726 Machine Number .......... 20326 Channel ....... · .............. A Divide By .................. 2 Summation ........... : ...... No Two-Way ..................... No Tuesday 08/14/06 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 28 12 18 59 247 549 1096 1418 1080 578 419 428 497 509 481 434 586 437 329 258 175 135 82 49 9904 6 4 4 6 19 48 165 352 299 144 113 97 107 129 131 119 111 133 84 82 58 39 22 13 6 2 5· 11 21 87 243 349 298 145 101 101 122 137 120 113 148 99 90 62 44 33 25 12 6 2 3 19 88 170 317 364 235 151 105 106 125 124 113 104 164 106 74 57 43 30 18 15 10 4 6 23 119 244 371 353 248 138 100 124 143 119 117 98 163 99 81 57 30 33 17 9 AM Peak Hour ... : ...................... : .... 06: 45 to 07:45 1436 vehicles) AM Peak Hour Factor ..................... 96.8% PM Peak Hour ............................... 16:15 to 17:15 608 vehicles) PM Peak Hour Factor ..................... 92. 7% Wednesday 08/15/06 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 19 17 15 50 237 530 1146 1425 985 614 478 475 503 501 423 429 409 417 297 238 178 146 72 62 9666 7 5 3 3 8 49 190 307 281 184 121 98 115 115 93 111 88 110 71 59 50 44 23 20 4 2 6 10 25 92 239 401 251 150 123 115 125 129 120 107 111 111 81 59 50 33 15 14 7 3 2. 18 73 159 343 346 252 142 120 136 137 146 100 106 98 105 80 58 45 41 · 20 13 1 7 4 19 131 230 374 371 201 138 114 126 126 111 110 105 112 91 65 62 33 28 14 15 AM Peak Hour ............................... 06: 45 to 07:45 1428 vehicles) AM Peak Hour Factor ..................... 8 9. 0 % PM Peak Hour ..................... , ......... 12: 45 to 13:45 516 vehicles) PM Peak Hour Factor ..................... 88. 4% · \ ' Volume Count Report Location ................... Cannon Road: El Camino Real to College Blvd. Location Code ............ 29 County ...................... San Diego Recorder Set .............. 8/14/06 00:00 Recording Start ......... 8/15/06 00: 00 Recording End ............ 8/17 /05 00: 00 Sample Time .•............. 15 Minutes Operator Number ......... 8726 Machine Number .... · ...... 20326 Channel. .•.............•.... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 08/14/06 Channel.: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400. 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 99 34 25 8 34 53 176 261 326 301 337 480 515 589 761 1060 1309 1401 905 410 380 229 190 154 10037 53 15 9 7 13 32 51 82 75 93 82 157 124 168 229 365 245 289 125 105 70 61 62 26 6 5 3 7 5 33 66 73 86 70' 113 127 137 164 223 336 454 249 105 95 62 37 29 9 9 6 7 17 52 70 80 62 75 145 120 176 235 300 329 401 195 95 81 49 50 36 11 4 5 3 13 18 59 74 91 78 99 140 111 152 194 308 279 301 172 85 99 48 42 27 AM Peak Hour ............................... 11:30 to 12:30 569 vehicles) AM Peak Hour Factor ..................... 90. 6% PM Peak Hour ............................... 1 7: 15 to 18:15 1445 vehicles) PM Peak Hour Factor ..................... 79. 6% Wednesday 08/15/06 Channel.: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700.1800 1900 2000 2100 2200 2300 2400 Totals 121 32 12 11 22 58 166 277 334 298 344 474 520 560 771 1158 1398 1481 834 521 362 272 195 143 10364 67 12 2 0 3 14 38 75 76 57 77 98 120 127 168 251 353 402 249 170 108 77 52 61 ·25 9 2 3 7 9 29 59 78 69 81 121 160 97 170 · 251 351 402 . 237 134 95 75 52 34 16 8 5 5 3 . 18 49 68 92 96 89 111 121 187 231 330 322 369 177 124 79 68 45 26 12 3 3 3 9 17 50 · 75 88 76 97 144 119 149 202 326 372 308 171 93 80 52 46 22 AM Peak Hour ............................... 11:30 to 12:30 ( 535 vehicles) AM Peak Hour Factor ..................... 83. 6% PM Peak Hour ............................... 16: 45 to 17:45 1545 vehicles) PM Peak Hour Factor ..................... 96 .1% Weekly Summary Report Location ......................... Cannon Road: El Camino Real to College Blvd. Location Code ............. ; .... 29 County ............................ San Diego Recorder Set ................... 8/14/06 · 00: 00 Recording Start ............... 8/15/06 00: 00 Recording End .................. 8/17/05 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber .................. 20326 Channel. ........................... A Recorder Mode .................. Volume Week of· August 12, 2006 Channel.: A Direction: w End 12 13 14 15 16 17 18 Wkday Daiiy Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. ,01: 00 28 19 24 24, 02:00 12 17 15 15 03:00 18 15 17 17 04:00 59 so 55 55 05:00 247 237 242 242 06:00 549 530 540 540 07:00 1096 1146 1121 1121 00·: oo 1418 1425 1422 1422 09:00 1080 985 1033 1033 10:00 578 614 596 596 11:00 419 478 449 449 12:00 428 475 452 452 13:00 497 503 500 500 14:00 509 501 505 sos 15:00 481 423 452 452 16:00 434 429 432 432 17:00 " 586 409 498 498 18:00 407 . 417., 427 427 19:00 329 297 313 313 20: 00 . 258 238 248 248 21:00 175 178 177 177 22:00 135 146 141 ·141 23:00 82 72 77 77 24:00 49 62 56 56 Totals '9904 9666 9785 9785 % Avg Wkday 101. 2 98.8 % Avg Day 101. 2 98.8 AM Peak Hour 08:00 08:00 AM Count 1418 1425 PM Peak Hour 17:00 13:00 PM Count 586 503 \ ! .' Weekly Summary Report Location ......................... Cannon Road: El Camino Real to College Blvd. Location Code .................. 29 County ............................ San Diego .Recorder Set ................... 8/14/06 00:00 Recording Start ............... 8/15/06 00:00 Recording End .................. 8/17/05 00:00 Sample Time .......... , .......... 15 Minutes Operator Number ............. · .. 8726 Machine Nuber .................. 20326 Channel. .......................... A Recorder Mode .................. Volume Week of August 12, 2006 Channel: A Direction: E ·End 12 13 14 15 16 17 18 Wkday Daily 'rime Sun Mon Tue Wed Thu Fri· Sat Avg. Avg. 01:00 99 121 110 llO 02:00 34 32 33 33 03:00 25 12 19 19 04:00 8 11 10 10 05:00 34 22 28 28 06:00 53 58 56 56 07:00 176 166 171 171 08:00 261 277 269 269 09:00 326 334 330 330 10:00 301 298 300 .300 11:00 337 344 341 341 12:00 480 474 477 477 13:00 515 520 518 518 14:00 589 560 575 575 15:00 761 771 766 766 16:00 1060 ll58 1109 1109 17:00 1309 1398 1354 1354 18:00 1401 , 1481 1441 1441 19:00 905 834 870 870. 20:00 410 521 466 466 21:00 380 362 371 371 22:00 229 272 251 251 23.: 00 190 195 193 193 24.: 00 154 143 149 149 Totals 10037 10364 10201 10201 % Avg Wkday· 98.4 101. 6 % Avg.Day 98.4 101. 6 AM Peak Hour 12:00 12:00 AM Count 480 474 PM Peak Hour 18:00 18:00 PM Count 1401 1481 '" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Cannon Road • . . Between El Camino Real and College Boulevard Tuesday, August 14, 2006 14 End Time Tue Cannon Road Between El Camino Real and College Boulevard 01:00 127 02:00 46 03:00 43 04:00 67 2000 U) O> -:,, "' a:, -O> 05:00 281 06:00 602 1750 ,_ "' -... O> 07:00 1272 08:00 1679 09:00 1406 10:00 879 1500 1250 "' :!: 0 f.:! :!: "' ... "' ... "' -"' "' a:, --O> "' 0 11:00 756 12:00 • 908 13:00 1012 1000 0 -a:, -O> 0 ,_ O> a, "' U) ,_ a, 14:00 1098 750 "' "' 0 "' U) 15:00 1242 "' U) U) 16:00 1494 500 ... "' 17:00 1895 18:00 1838 19:00 1234 20:00 668 250 ;;; "' N ,_ "' N N 0 ,_ N N I -"' "' ,_ I ... ... "' --c,. c,. c,. 0 21:00 555 22:00 364 23:00 272 Time 24:00 203 I Total 119941 I • -Volumes represent combined totals_ of both directions. I '" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Cannon Road • Between El Camino Real and College Boulevard 15 End Time Wed 01:00 140 02:00 49 03:00 27 04:00 61 . 05:00 259 06:00 588 07:00 1312 08:00 1702 09:00 1319 .. 10:00 912 " :§ 11:00 822 12:00 949 "' ~ -0 13:00 1023 .. 14:00 1061 15:00 1194 16:00 1587 17:00 1807 18:00 1898 19:00 1131 20:00 759 21:00 540 22:00 418 23:0d 267 24:00 205 Total I 20030 I 2000 1750 1500 1250 1000 750 500 250 -~ Wednesday, August15,2006 Cannon.Road Between El Camino Real and College Boulevard N 0 r--- N "' ;;; ;;; -- "' N "' 0 N ... -'" "' N N "' "' "' "' "' "' N b "' -r-- "' "' - ... "' --<D 0 - "' "' - ;;; -- "' "' r-- D ... "' "' ;;: r--<D "' N D 0 ~ I I i ,.J ! r--N ~o •. gg·· ~o-· ~ ·o~~ ~ ?o .• ~o-· ~oq 8s,·· § 8,, .. ~ g g 8 8 g 8 8 g g g g --,-, o ~-o ,-= -· . . .. ~-~ :! ~ ~ ~ co en ~ ~ ~ ~ ~ Time -: • Volumes represent COmbined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 30 College Boulevard Betw~en Tamarack A venue (N) and N. City Limits Page NB 15 Minute Volume Count Report. 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1. 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division '" Volume Count Report Location ................... College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code ............ 30 County ............•.....•... San Diego Recorder Set ............. 7/25/06 00:00 Recording Start ......... 7 /26/06 00: 00 Recording End ............ 7/28/06 00:00 Sample Time .............•. 15 Minutes Operator. Number ......... 8720 Machine Number .......... 20320 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/26/06 Channel: A Direction: N 0100 0200 0300 0.400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 135 37 30 31 50 148 320 566 634 576 512 657 739 738 926 1230 1577 1701 · 988 630 504 332 222 149 13432 53 16 12 , 6 7 34 42 113 137 139 130 152 . 195 167 193 243 334 421 311 173 135 107 75 57 43 7 7 3 9 22 71 132 157 122 119 174 200 189 187 247 412 467 261 174 115 84 52 ·27 22 11 i 11 14 39 89 147 157 148 115 148 171 197 261 355 380 441 216 137 125 71 46 43 17 3 4 11 20 53 118 174 183 167 148 183 173 185 285 385 451 372 200 146 129 70 49 22 AM Peak Hour ............................... 11: 30 to 12:30 726 vehicles) AM Peak Hour Factor ......... · ............ 90.8% PM Peak Hour ............................... 16:45 to 17:45 1780 vehicles) PM Peak Hour Factor ..................... 95. 3% ' Thursday 07/27/06 Channel:· A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400-j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 130 53 46 31 54 145 321 603 663 646 594 699 805 823 924 1259 1564 1720 983 701 575 360 240 160 14099 53 21 25 3 9 25 53 114 163 152 156 176 229 174 194 263 369 441 320 182 166 103 67 53 35 14 8 2 11 · 21 80 142 165 163 143 177 186 188 220 279 390 460 264 175 145 85 65 35 23 12 7 15 12 50 74 159 176 163 145 176 207 219 226 366 372 421 230 185 148 87 58 42 19 6 6 11 22 · 49 114 188 159 168 150 170 183 242 284 351 433 398 169 159 116 85 50 30 AM Peak Hour .................•.........•.... 11: 30 to 12:30 761 vehicles) AM Peak Hour Factor ..................... 83 .1% PM Peak Hour ............................... 16: 45 to 17:45 1755 vehicles) PM Peak Hour Factor ..................... 95.4% \ \, Volume Count Report Location ................... College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code ............ 30 County •..................... San Diego Recorder Set ............. 7 /25/06 00: 00 Recording Start ......... 7 /26/06 00: 00 Recording End ........ :··. 7 /28/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 872{) Machine Number .......... 20320 Channel ..............•...... A Divide By .................. 2. Summation .................. No TWo-W_ay ..................... No Wednesday 07/26/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800·0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 47 31 21 66 235 521 1170 1428 997 718 555 666 760 677 731 745 779 776 724 529 455 382 205 133 13351 9 10 7 6 14 52 198 334 258 200 120 162 182 171 187 188 180 192 198 161 119 131 55 49 15 9 4 12 26 91 264 348 290 163 161 162 188 180 193 200 175 214 192 122 131 91 59 29 8 7 5 21 91 167 355 366 241 182 131 176 209 167 162 164 178 190 173 110 102 91 40 32. 15 5 5 27 104 211 353 380 208 173 143 166 181 159 189 193 246 180 161 136 103 69 51 23 AM Peak Hour ................................ 07: 00 to 08:00 1428 vehicles) AM Peak Hour Factor ..................... 93. 9% PM Peak Hour ............................... 16:45 to 17:45 842 vehicles) PM Peak Hour Factor ..................... 85. 6% Thursday 07/27/06 Channel: A-•Direction: s ' 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 ~ 63 29 37 52 241 534 1225 1365 1070 740 680 734 834 748 793 697 753 792 697 552 516 379 211 138 13880 15 12 12 7 19 54 190 306 310 201 177 154 207 206 186 196 179 197 204 137 120 118 64 43 14 ·5 15 3 27 76 259 353 272 163 167 189 218 188 188 170 208 209 184 137 139 91 61 35 16 3 8 18 101 199 394 370 243 186 165 187 202 166 228 165 178 186 164 133 135 86 48 28 18 9 2 24 94 205 382 336 245 190 171 204 207 188 191 166 188 200 145 145 122 84 38 32 AM Peak Hour ............................... 06:30 to 07:30 1435 vehicles) AM Peak Hour Factor .. _ ................... 91.1% PM Peak Hour ............................... 12:00 to 13:00 834 vehicles) PM Peak Hour Factor .............. .-..•... 95. 6% Weekly Summary Report Location ......................... College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code ................ ;, 30 County ............................ San Diego Recorder Set .................. ,7/25/06 00:00 Recording Start ............... 7/26/06 00:00 Recording End,· ................. 7/28/06 00: 00 · Sample Time ..................... 15 Minutes Operator Number ............... 8720 Machine Nuber .................. 20320 · Channel ........................... A Recorder Mode, ................. Volume Week of July 23, 2006 Channel: A Direction: N End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 135 130 133 133 02:00 37 53 45 45 03:00 30 46 38 38 04:00 31 31 31 31 05:00 50 54 52 52 06:00 148 145 147 147 07:00 320 321 321 321 08:00 566 603 585 585 09:00 634 663 649 · 649 10:00 576 .646 611 611 11:00 512 594 553 553 12:00 657 699 678 678 13:00 739 805 772 772 14:00 738 823 781 781 15:00 926 924 925 925 16:00 1230 1259 1245 1245 17:00 1577 1564' · 1571 1571 18:00 1701 1720 1711 1711 19:00 988 983 986 986 20·: 00 630 701 666 666 21:00 504 575 540 540 22:00 332 360 346 346 23:00 222 240 231 231 24:00 ·149 160 155 155 Totals• 13432 14099 13766 13766 % Avg Wkday 97. 6 102.4 % Avg Day 97. 6 102.4 .AM .. Peak Hour 12:00 12:00 AM Count 657 699 ' PM Peak Hour 18:00 18:00 PM Count 1701 1720 Weekly Summary Report Location ......................... College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code .................. 30 County ............................ San Diego Recorder Set ................... 7 /25/06 00: 00 Recording Start ............... 7/26/06 00:00 Recording End .................. 7/28/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8720 Machine Nuber .................. 20320 Channel. .......................... A · Recorder Mode .. ; ............... Volume Week of July 23, 2006 Channel: A Direction: s End 23 24 25 26 27 28 29 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 47 63 55 55 02:00 31 29 30 30 03:00 21 37 29 29 04:00 66 52 59 59 05:00 235 241 238 238 06: o·o 521 534 528 528 07:00 1170 1225 1198 1198 08:00 1428 1365 1397 1397 09:00 997 1070 1034 1034 10:00 718 740 729 729 11:00 555 680 618 618 12:00 666 734 700 700 13:00 760 834 797 797 14:00 677 748 713 713 15:00 731 793 762 762 16:00 745 697 721 721 17:00 779 753 766 766 ·~-. .18:00 776 792 784 784 19:00 724 697 711 711 20:00 529 552 541 541 21:00 455 516 486 486 22:00 382 379 381 381 23:00 205 211 208 208 24:00 133 138 136 136 Totals 13351 13880 13616 13616 % Avg Wkday 98.1 101. 9 % Avg Day 98.1 .101. 9 AM Peak Hour 08:00 08:00 AM Count 1428 1365 PM Peak Hour 17:00 13:00 PM Count 779 834 ENGINEERING COMPANY . Transportation Division 24-Hour Volume Plot College Boulevard. Between Tamarack Avenue (North) and North City Limits 26 End Time Wed 01:00 182 02:00 68 3000 03:00 51 04:00 97 2750 05:00 285 2500 06:00 669 07:00 1490 2250 08:00 1994 2000 09:00 1631 10:00 1294 0 " u 1750 :E " 11:00 1067 12:00 1323 > 1500 0 "" . 13:00 1499 1250 14:00 1415 1000 15:00 1657 16:00 1975 750 17:00 2356 500 18:00 2477 N a, 19:00 1712 20:00 1159 250 0 -I 21:00 959 22:00 714 23:00 427 24:00 282 I Total I 26783 I Wednesday, July 26, 2006 a, <D - College Boulevard Between Tamarack Avenue (North) and North City Limits .,. m m - ;;:; 0 <O m -.,. -.,.· m N -,__ <O 0 - m <D <D "' "' N I ,__ ;,; m -- "' N "' - 0 0 ~ m m ~ Time ., ,__ m -,__ "' <D -"' ::, - ,__ ,__ <D .,. "' N "' N N ;:: - m "' --m "' m ~ '-r .,. ;:: ,__ N .,. N "' N ~ _J ... -Volumes represent combined total$ of both directions. IIIDD'" 'ENGINEERING COMPANY Transportacion Division 24-Hour Volume Plot College Boulevard ~ 'W Between Tamarack Avenue (North) and North City_ Limits 27 End Time Thur 01:00 193 02:00 82 3000 03:00 83 04:00 83 2750 05:00 295 2500 06:00 679 07:00 1546 2250 08:00 1968 2000 09:00 1733 ~ ~ 10:00 1386 u 1750 :l: 11:00 1274 ~ 1500 -12:00 1433 O· " 13:00 1639 1250 14:00 1571 1000 15:00 1717 16:00 1956 750 17:00 2317 500 18:00 2512 "' a, 19:00 1680 20:00 1253 250 0 -N I "' .. 21:00 1091 22:00 739 23:00 451 24:00 298 I Total I 27979 I Thursday, July 27, 2006 College Boulevard Between Tamarack Avenue (North) and North City Limits "' "' - 0 0 g "' "' - "' a, N I 8 ,;; 0 co ..,. "' - a, r-ID g. g :g ~ "' ID a, - 0 0 iri 0 "' "' r-- 8 m 0 ID "' "' ..,. -r-N - g g $! • a, "' ID ;:: "' -"' "' -..,. Time r-;:: - 8 ,;; ID "' ~ 0 0 ~ N .:; r-N ;;; N 0 "' ID - 8 8 iri m "' "' N - 8 0 N -a, 0 - a, "' r--"' ..,. "' a, N u * -Volumes represent combined totals of both di~ections. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2006 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 31 College Boulevard Between Palomar Airport Road and Aston A venue NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transporunion Division '" Page 1 2 3 4 5 6 Volume Count Report Location· .................. ·. College Blvd: P.A.R. to Aston Ave Location Code ............ 31 County ...•................•. San Diego Recorder Set ............. 7/10/06 00:00 Recording Start ......... 7/11/06 00:00 Recording End ............ 7/13/06 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8727 . Machine' Number .......... 20327 Channel. .•.................• A' Divide By .................. 2 Summation .................. No. Two-Way ..................... No Tuesday 07/11/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 16 8 4 21 69 147 411 868 1001 553 384 396 578 648 440 335 348 319 224 140 116 74 52 27 7179 3 3 0 6 6 14 64 148 322 183 115 113 131 175 137 94 83 96 63 49 30 27 18 8 4 1 3 5 . 8 14 78 193 253 154 95 87 145 168 109 74 86 87 63 32 20 22 7 7 7 2 0 7 23 44 112 231 228 104 88 97 131 157 89 84 103 62 59 35 33 10 15 4 2 2 3 32 75 157 296 198 112 86 99 171 148 105 83 76 74 39 24 33 15 12 8 AM Peak Hour ............................... 07: 30 to 08:30 . 1102 vehicles) AM Peak Hour Factor ..................... 85. 6% PM Peak Hour ................................ 12:45 to 13:45 671 vehicles.) PM Peak Hour Factor ..................... 95. 9% Wednesday 07/12/06 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 24.00 Totals 13 7 5 16 74 154 393 921 1023 558 405 409 612 618 411 374 339 364 204 125 133 92 36 36 7322 7 4 1 8 15 66 140 286 174 108 87 129 182 124 86 83 98 67 36 32 35 13 16 2 2 10 22 96 198 252 146 118 104 174 166 105 83 77 101 49 41 29. 21 6 3 1 0 1 4 27 33 70 260 261 113 87 104 135 144 95 98 111 75 44 29 30 20 13 9 3 2 10 29 84 '161 323 224 125 92 114 174 126 87 107 68 90 44 19 42 16 4 8 AM Peak Hour ............................... 07: 45 to 08:45 1122 vehicles) .AM Peak Hour Factor ..................... 86. 8% PM Peak Hour ............................... 12:45 to 13:45 666 vehicles) . PM Peak Hour Factor ..................... 91. 5% Vohime Count Report Location ................... College Blvd: P.A.R. to Aston Ave Location Code ............ 31 County ...................... San Diego Recorder Set ............. 7 /10/06 00: 00 Recording Start ......... 7/11/06 00:00 Recording End ... _. ........ 7/13/06 00:00 Sample Time ............... 15 Minutes Operator Number .......... 8727 Machine Number .......... 20327 Channel. .... ; ............... A Divide By .......... : ....... 2 Summation .................. No Two-Way ..................... No· Tuesday 07/11/06 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 j600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 35 15 11 16 21 75 181 261 322 313 317 566 659 516 514 548 728 1058. 538 255 152 74 47 37 7259 16 5 4 2 2 10 31 53 72 85 66 102 212 135 122 150 186 335 176 94 41 25 13 16 10 1 2 2 3 14 38 . 71 73 81 82 120 220 123 144 121 157 288 147 65 43 18 16 12 3 6 3 2 7 24 49 57 92 62 79 168 127 149 134 154 192 243 121 51 37 15 8 6 6 3 2 10 9 27 63 80 85 85 90 176 100 109 114 123 193 192 94 45 31 16 10 3 AM Peak Hour ........ , ......... : ............ 11: 30 to 12:30 776 vehicles) AM Peak Hour Factor ..................... 88.2% PM Peak ·Hour ............................... 16:45 to 17:45 1059 vehicles) PM Peak Hour Factor ..................... 79.0% Wednesday 07/12/06 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 43 18 10 16 23 65 145 257 320 281 353 609 623 529 447 545 746 1051 528 259 166 70 53 50 7207 · 20 7 2 2 4 11 36 58 78 65 100 135 216 131 114 147 196 302 184 85 49 19 14 23 10 4 3 2 4 9 34 58 90 89 75 141' 153 132 94 120 165 284 155 76 41 18 8 12 5 3 3 6 ,6 19 30 66 78 63 84 165 120 143 149 153 210 258 120 50 45 18 20 9 8 4 2 6 9 26 45 75 74 64 94 168 134 123 90 125 175 207 69 48 31 15 11 6 AM Peak Hour ............................... 11:30 to 12:30 702 vehicles) AM Peak Hour Factor ..................... 81. 3% PM Peak Hour· ............................... 17: 00 to 18:00 1051 vehicles) PM Peak Hour Factor ..................... 87. 0% Weekly Summary Report Location ......................... College Blvd: P.A.R. to Aston Ave Location Code .................. 31 County ............................ San Diego Recorder Set ................... 7 /10/06 00: 00 Recording Start ............... 7 /11/06 00: 00 Recording End .......... : ....... 7/13/06 00:00 Sample Time ..................... 15 Minutes Operator· Number ............... 8727 Machine NulJer ........... ; ...... 20327 Channel. .......................... A Recorder Mode .................. Volume · Week of July 9, 2006 Channel: A Direction: N End 09 10 11 12 13 14 15 Wkday Daily Time Sun Mon Tue Wed Thu Fri .. Sat Avg. Avg. 01:00 16 13 15 15 02:00 8 7 8 8 03:00 4 5 5 5 04: 00 21 16 19 19 05:00 69 74 72 72 06:00 147 154 151 151 07:00 411 393 402 402 08:00 868 921 895 895 09:00 1001 1023 1012 1012 10:00 553 558 556 556 11:00 384 405 395 395 12:00 396 409 403 403 13:00 578 612 595 595 14:00 648 618 633. 633 15:00 440 411 426 426 16:00 335 374 355 355 17:00 348 339 344 344 18:00 319 364 342 342 19:00 224 20_4 214 214 20:00 140 125 133 133 21:00 116 133 125 125 22:00 74 92 83 83 23:00 52 36 44 44 24:00 27 36 32 32 Totals 7179 7322 7251 7251 % Avg Wkday 99.0 101. 0 % Avg Day 99.0 101. 0 AM Peak Hour 09:00 09:00 AM Count 1001 1023 PM Peak Hour 14:00 14:00 PM Count 648 618 Weekly Summary Report Location ......................... College Blvd: P.A.R. to Aston.Ave Location Code .................. 31 County ............................ San Diego Recorder Set ................... 7/10/06 00:00 Recording Start ............... 7 /11/06 00: 00 Recording End .................. 7/13/06 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8727 Machine Nuber .................. 20327 Channel, .......................... A Recorder Mode .................. Volume Week of July 9, 2006 Channel: A Direction: s End 09 10 11 12 13 14 15 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01: o_o 35 43 39 39 02:00 15 18 17 17 03:00 11 10 11 11 04:00 16 16 16 16 05:00 21 23 22 22 06:00 75 65 70 70 07:00 181 145 163 163 08:00 261 257 259 259 09:00 322 320 321 321 10:00 313 281 297 297 11:00 317 353 335 335 12:00 566 609 588 588 13:00 659 623 641 641 14:00 516 529 523 523 15:00 514 447 481 481 16:00 548 545 547 547 17:00 728 746 737 737 18:00 1058 1051 1055 1055 19:00 538 528 533 533 20:00 255 259 257 257 21:00 152 166 159 159 22:00 74 70 72 72 23:00 47 53 50 50 24:00 37 50 44 44 Totals 7259 7207 7233 7233 % Avg Wkday 100.4 99.6 % Avg Day 100.4 99.6 AM Peak Hour 12:00 12:00 AM Count 566 609 ( PM Peak Hour 18:00 18:00 \ PM Count 1058 1051 I ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot College Boulevard • Between Palomar Airport Road and Aston Avenue Tuesday, July 11, 2006 11 End Time Tue College Boulevard Between Palomar Airport Road and Aston Avenue 01:00 51 02:00 23 1500 03:00 15 04:00 37 "' t-- "' N -"' -t--"' 05:00 90 125<) N .,. a, -(0 06:00 222 N -(0 ---t-- 07:00 592 0 - 08:00 1129 09:00 1323 10:00 866 11:00 701 12:00 962 1000 ~ ~ u ,: ~ 750 -0 .. N .,. (0 "' a, a, "' (0 "' <D "' . "' N (0 0 t-- t-- N a, 13:00 1237 "' 14:00 1164 500 "' 15:00 954 a, "' 16:00 883 17:00 1076 250 "' N <D N N N "' 18:00 1377 .,. -a, 0 19:00 762 20:00 395 0 I -a, a, .,. t--ti "' "' "' "' ■ N --' ...,.. 21:00 268 22:00 148 23:00 99 Time 24:00 64 Total I 14438 f * -Volumes represent combined totals of both directions. ) ENGINEERING COMPANY Transt,oruuion Division 24-Hour Volume Plot · College Boulevard Between Palomar Airport Road and Aston Avenue 12 End Time Wed 01:00 56 02:00 25 1500 03:00 15 04:00 32 05:00 97 1250 06:00 219 07:00 538 08:00 1178 1000 09:00 1343 "' " 10:00 839 u :2 " 11:00 758 > 750 -12:00 · 1018 0 .. 13:00 1235 14:00 1147 500 15:00 858 16:00 919 17:00 1085 250 18:00 1415 19:00 732 "' "' 20:00 384 0 ■ 21:00 299 22:00 · 1s2 23:00 89 24:00 86 I Total I 14s2e 1 :Wednesday, July 12, 2006 College Boulevard Between Palomar Airport Road and Aston Avenue "' .., "' -"' <X) "' N I'----<X) 0 - "' "' <X) <X) "' I'- • <X) "' "' "' '" I'-"' "' "' N I N -"' -- Time I'-;! - "' <X) '" "' <X) "' .., - "' <X) 0 - 8.. 8 ~ ~ ~ N "' I'- .., <X) "' "' "' N N "' -"' <X) I "' <X) I • -Volumes re Present _combined totals of both directions . .)