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HomeMy WebLinkAbout; ; Traffic Monitoring Program; 2007-11-26~ .. -J GROWTH MANAGEM~NT PLAN 2007 Traffic Monitoring Program·· . °City of cfarl~a1:I' · l 635 Fa"'day Aveaoe •• ' # Carlsbad, CA 92008 (760) ao2~212cf' Prepared by: ., RICK ENGINEERING COMPANY Transportation Division November 26, 2007 r··. \._/ TABLE OF CONTENTS Page I. Introduction ...................................................... : ...................................... , ............ 1-1 2. 3. 4. Project Overview ..................................................................................................... 1-1 Annual Report Organization .............................................................................. '. ... 1-3 Mid-Block .Link Counts ....................................................................................... 2-l Intersection Turn Movement Counts ................................................................ 3-1 Conclusions ........................................................................................................... 4-1 Appendix A -Intersection Summary Appendix B -Mid-Block Link Summary 11/1/2007 11" ,, !, ~-.:...i.J,_,,,_""I' I 2007 PROJECT LOCATION MAP Legend: s NOTTO SCALE Lionshead Ave. Figure 1-1 RICK Q Intersection Count Location Ill Mid-Block Count Location ENGINEERING COMPANY rec_proposols-reports/carlsbcid traffic monitoring/2007 /nov07 ., Annida La Pnsl11 s NOTTO SCALE 2007 MID-BLOCK LINK LEVELS OF SERVICE Figure 2-1 11/1/2007 Legend: ~ LOSA, B,orC jj] Mid-Block Count Location ~ LOSE ~ LOSD ■ LOSF RICK ENGINEERING COMPANY rec_proposals-reports/carls ad traffic monitoring/2007 /nov07 11/1/2007 • 0 • 1 ., A1·cnida La Posla 2007 INTERSECTION LOCATION MAP Legend: Count Locations Calle Accrvo Intersection Count Location XX Intersection Count Number s NOTTO SCALE Figure 3-1 RICK ENGINEERING COMPANY '" rec_proposoJs.reports/cor sbad trci le monitoring/2007 /nov07 Callo AcCIVO 11/1/2007 2007 AM PEAK HOUR INTERSECTION LEVELS OF SERVICE Legend: • LOSA,BorC XX Intersection Count Location • LOSE ~ LOSO • LOSF W-.E ~ s NOTTO SCALE Llonshead Ave. Figure 3-2 RICK ENGINEERING COMPANY ,,. rec_propoSG_ls•reports/corls ad traffic monitoring/2007 /nov07 I~ • ~ Q ~ (":, 0 ~ <: 11/1/2007 v 56 ' Island Woy ·-°' 2007 PM PEAK HOUR INTERSECTION LEVELS OF SERVICE Legend: • LOSA,BorC c,u, Accrvo s NOTTO SCALE LionsheadAve. Figure 3-3 RICK XX Intersection Countlocation • LOSE ~ LOSD • LOSF ENGINEERING COMPANY rec_proposo s-reporh/carlsbo traffic monitoring/2O07 /novO7 \, / :ls' Q ::;i C"l C) B :.a: 11/1/2007 Island Woy I 61 62 I A,·cnida La ~osla 2007 INTERSECTION LOCATION MAP Legend: Count Locations c.n, Acervo s NOTTO SCALE Figure A-1 RICK Q Intersection Count Location XX Intersection Count Number ENGINEERING COMPANY rec_proposa/s-reports/curls o tra ic monitoring/2007/nov07 () Table A-1 COUNT DATE SUMMARY SHEET 2007 TRAFFIC MONITORING PROGRAM Location Count Intersection/Location Count Date Number Count Day I. El Camino Real & Plaza Dri~ Tues. 7/24 2. El Camino Real & Marrori Road Tues. 7/24 3. El Camino Real & Hosp Way Tues. 7/24 4. El Camino Real & Carlsbad Village Drive Wed. 7/25 5. El Camino Real & Tamarack Avenue Wed. 7/25 6. El Camino Real & Cannon Road -Wed. 7/25 7. El Camino Real & College Boulevard Thurs. 7/26 8. El Camino Real & Faraday Avenue Thurs. 7/26 9. El Camino.Real & Palomar Airport Road Thurs. 7/12 10. El Camino Real & Town Garden Road Thurs. 7/12 II. El Camino Real & Camino Vida Roble Thurs. 7/12 12. El Camino Real & Cassia Road Wed. 8/8 13. El Camino Real & Poinsettia Lane Thurs. 8/9 . 1/ -, f \ 14. El Camino Real & Dove Lane Thurs. 8/9 J 15. El Camino Real & Alga Road / A viara Parkway Thurs. 8/9 16. El Camino Real & Arena! Road Tues. 8/7 17. El Camino Real & La Costa A venue Tues. 8/7 18. El Camino Real & Levante Street Tues. 8/7 19. El Camino Real & Calle Barcelona Tues. 8/7 20. Palomar Airport Road & A venida Encinas Tues. 7/10 21. Palomar Airport Road & Paseo de! Norte Tues. 7/10 22. Palomar Airport Road & Armada Drive / Costco Entrance Thurs. 7/26 23; Palomar Airport Road & Hidden Valley Road/The Crossings Drive Thurs. 7/26 24. Palomar Airport Road & College Boulevard/ Aviara Parkway Thurs. 7/26 25. Palomar Airport Road & Camino Vida Roble Wed. 7/11 26. -Palomar Airport Road & Yarrow Drive Wed. 7/11 27. Palomar Airport Road & El Fuerte Street Wed. 7/11 28. Palomar Airport R.oad & Melrose Drive Wed. 7/11 29. Palomar Airport Road & Paseo Valindo/Eagle Drive Wed. 7/11 30. Carlsbad Boulevard & Carlsbad Village Drive Wed. 8/1 31. Carlsbad Boulevard & Tamarack Avenue Wed. 8/1 1/ \ ! \ J ' . . _._, ; ; . ' . r. " ,. . . :,•: ,· • '",;::i· .. ,.~, CITY OF CARLSBAD TRAFFIC MONITORIN.G ,PROGRAM SUMMER2007 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 Ditiision Pagel Page2 Page3 ,~, ) j RICK ENGINEERING TURNING MOVEMENT :ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: Plaza Drive Count Date : Day : Tuesday 07/24/07 Weather: Sunny 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 Peal< 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peal< 5:45 PM Hour Left 3 0 I I I 3 2 2 6 2 I 4 6 12 14 7 6 4 10 6 7 3 7 13 3 4 14 23 South Annroach (NBl U-Tm Tbru Ri2ht Peds 0 70 I I 0 100 5 I 0 118 4 0 0 141 4 0 0 149 4 0 0 158 4 0 0 160 8 2 I 206 9 0 I 179 9 I 0 153 7 0 0 142 8 0 0 169 9 I I 206 9 2 2 698 33 3 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 285 7 I 0 337 11 I 0 280 8 0 0 340 8 4 2 271 19 I 0 362 7 I I 348 8 I 0 390 5 0 3 365 6 3 2 378 9 0 0 251 5 0 4 255 15 0 4 390 19 4 4 1465 26 5 lntersect10n T[affic 1q rk. ljr. Intersection Pdstms in Pk. Hr. Left I 12 ~o 21 20 26 25 36 29 41 46 31 50 50 152 63 46 57 56 76 59 55 65 52 60. 47 41 76 231 File : 2007 Int #0 I Data Collected by : Laoce, Stephen Traffic Control : Signalized North Annroach (SBl West Annroach (EB) U-Tm I I 4 3 2 0 3 7 3 8 9 19 19 21 2316 11 10 12 16 13 II 10 14 14 14 15 12 5 16 52 3589 28 Thru 119 187 249 264 233 254 363 410 255 236 214 233 410 1264 212 233 194 211 251 232 242 233 227 221 192 198 251 934 Ri•ht Peds Left 4 0 I I 0 0 5 0 4 6 2 2 6 0 I 3 0 7 4 0 5 6 2 2 4 2 4 8 0 5 9 0 3 24 0 6 24 2 7 22 4 16 Peak Hr. Factor 37 I 77 34 2 75 48 I 92 36 0 88 36 0 67 53 0 80 42 2 103 42 0 74 46 3 64 39 I 78 40 0 78 44 0 91 53 3 103 183 5· 321 Peal< Hr. Factor U-Tm Thru Ri2ht Peds 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 2 0 0 2 0 0 0 2 0 2 0 I 2 I 0 I 2 I 0 2 I 0 0 2 0 I 0 2 0 3 0 2 2 3 0 6 5 4 0.82 I 9 4 2 0 4 6 3 0 . II 8 3 0 7 7 6 0 7 5 3 0 3 7 5 0 5 14 2 0 7 II 6 0 5 14 5 0 3 13 0 0 6 5 4 0 6 4 0 I II 14 6 0 20 46 18 0.99 East Aeeroach (WBJ Left U-Trn Thru Right 0 0 0 5 0 0 0 14 3 0 0 5 2 0 3 11 2 0 0 7 4 0 0 · 18 2 o· 2 12 6 0 2 24 9 0 0 IO 4 0 2 12 2 0 I 21 7 0 I 16 9 0 3 24 21 0 6 58 9 0 4 50 15 0 4 45 6 0 6 45 13 0 8 36 11 0 9 48 11 0 8 68 4 0 4 57 5 0 3 49 9 0 8 58 8 0 . 3 40 8 0 4 49 5 0 2 48 15 0 9 68 29 0 23 232 Page I of3 . 15 min Total Peds Vehicles Peds 0 217 I 0 328 I 0 414 0 0 457 2 0 434 0 '° 478 0 0 599 4 0 707 · 3 - 0 524 4 0 486 0 0 443 I 0 540 4 0 707 4 0 2316 11 0 782 4 0 829 6 0 777 4 3 827 13 0 823 4 0 906 6 0 904 5 0 901 6 0 878 11 0 882 I 0 700 4 0 722 0 3 906 13 0 3589 28 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 2 Intersection Location: El Camino Real & Marron Road Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn MovementDiagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram RICK ENGINEERING COMPANY Transportation Division Page 1 Page2 Page3 '" , ' RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : E) Camino Real E/W Street : Marron Road Count Date: 07/24/07 Day : Tuesday Weather : Sunny File : 2007 Int #02 Data Collected by: Leanne, Newera Traffic Control : Signalized South A ""roach (NBl North A ""roach ISB\ West Annroach IF.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 9:00.AM 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 • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 2 3 5 I 3 4 6 3 7 6 10 13 13 22 48 39 29 47 40 46 41 55 46 39 17 36 55 188 U-Tm Thru Riehl Peds Left 0 47 6 0 0 79 5 0 0 87 5 I 0 )09 6 0 I 110 7 0 0 128 7 1 0 119 11 I 0 155 23 I 2 144 13 0 0 121 20 3 0 117 10 0 0 142 23 0 2 155 23 3 2 539 67 5 Intersection Traffic m Pk. Hr. Intersection Pdslrl)s in Pk. Hr. 0 219 17 0 0 282 · 28 0 0 206 18 0 1 270 13 I 0 226 23 0 0 288 23 0 0 301 18 2 0 286 29 0 0 294 22 I I 274 24 2 0 194 21 0 0 194 29 2 I 301 29 2 0 1169 92 3 5 Q 21 22 11 7 14 17 24 26 26 27 27 81 43 3~ 34 49 50 43 ~~ 42 41 41 48 60 201 U-Tm 0 5 3 0 3 2 2 3 4 4 2 4 5 1·3 2257 17 3 4 2 5 5 4 2 3 5 4 9 4 9 14 Intersectton Traffic m Pk. Hr. -3374 Intersection Pdstrns in Pk. Hr. 22 Thru Ri•ht Peds Left U-Tm Thru Riehl Peds. Left 103 8 I 3 0 ,4 3 I 5 162 15 2 6 0 I 8 2 13 204 9 0 5 0 4 3 0 16 239 9 I 4 0 3 4 0 20 196 15 0 II 0 5 9 0 24 210 17 1 8 0 11 8 I 13 321 20 1 10 0 3 8 I 30 327 27 2 27 0 6 9 0 23 249 11 0 14 0 8 6 0 24 184 15 0 11 0 13 6 3 23 162 23 o: 7 0 9 10 0 19 185 24 0 7 0 17 10 0 17 327 27 2 27 0 17 10 3 30 1081 73 3 62 0 30 29 4 100 Peak Hr. Factor 0.85 155 40 4 50 0 24 30 0 47 166 40 I 49 0 32 21 0 25 122 · 45 0 36 0 41 26 I 25 142 32 0 54 0 30 37 2 39 180 . 28 0 42 0 48 37 0 32 172 37 I 49 () 36 23 2 36 163 33 0 38 0 48 32 0 28 146 52 0 53 0 39 31 2 32 171 34 0 37 0 51 23 I 41 166 27 I 46 0 36 22 I 22 131 25 0 36 0 38 28 0 39 126 37 0 42 0 35 19 2 40 180 52 4 54 0 51 37 2 47 652 156 1 177 0 174 109 5 137 Peak Hr. Factor 0.99 East Annroach (WB) U-Tm Thru Ri•ht .--0 3 19 0 6 12 0 10 20 0 9 30 0 13 25 0 7 28 0 12 24 0 18 24 ' 0 11 31 0 16 22 0 8 21 0 25 23 ' 0 25 31 0 57 101 0 23 35 0 30 34 0 17 30 0 18 41 0 23 31 0 41 40 0 32 45 0 20 48 0 30 49 0 23 31 0 26 31 0 20 36 0 41 49 0 123 182 Page I of3 . 15 min Total Peds Vehicles Peds 3 208 5 1 324 5 2 392 3 3 456 4 4 433 4 -1 450 4 I .580 4 4 662 7 0 548 o' 0 467 6 0 424 0 2 517 2 4 662 I 7 5 2257 1 17 ·, 3 734 7 3 788 4 5 631 I 6 0 778 , 3 3 765 , 3 5 838 8 I 841 3 3 850 5 4 845 6 4 756 8 0 636 0 4 666 I 8 5 850_ 8 13 3374 22 • El Camino ~eal at Marron Road- Lane Configuration for-lnteraection Capacity Utilization Pk. Hr. Time Period : South AQQr (NB) North Annr (SB) West Annr (EB) 7:30AM to - 8:30AM Left Thru Right Left Thru Right Left Thru Right Lane Inside I I -I ---- Config -(left) 2 I I I urations 3 I I I 4 I I I I 5 I I I I 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 East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 24 539 67 94 1081 73 62 30 29 Adjusted Hourly Volume 24 606 0 94 1154 0 62 59 0 Utilization Factor O.QJ 0.10 0.00 0.03 0.19 · 0.00 0.03 0.Ql 0.00 Critical Factors 0.01 0.19 0.03 ICU Ratio = 0.37 LOS= A . Page 2 of3 East Annr (WB) Left Thru Right I 1 I 1 -. -- 1 ·2 0 1800 4000 0 100 57 101 100 158 0 0.06 0.04 0.00 0.04 Turning Movements at Intersection of : El Camino Real and Marron Road Time: 7:30 AM to 8:30 AM North Apprciacll El Camino Real Date: 07/24/07 Day : Tuesday 1963 Total Name : Leanne, Newera 1248 715 Subtotals 13 Sub-73 1081 94 Sub- To~ totals J t L. totals Totals w e 152 _j L s 273 0 62 101 t 121 30 _..... t ◄ 57 258 29 7 ... 100 0 436 A North p 178 p ~ t r r 24 539 67 Marron Road 2 Subtotals 1212 630 Total 1842 South Approach Note: Left:.tum volumes include U-turns. U-tums in bold. E a s A ·P p r El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3-of3 "" Pk. Hr. Time Period : · South Aeer (NB) North Annr (SB) West Annr /EB) East Annr (WB) 4:45PM to 5:45 PM ~ Thru Right Left Thru ~ Left Th:11 . Right Left Thru Right Lane Inside I Config -(left) 2 1 urations 3 1 4 1 5 6 Outside 7 Free-flow ' Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 188 1169 92 215 652 156 177 174 109 137 123 182 Adjusted Hourly Volume 188 1261 0 215 808 0 177 283 0 137 305 0 Utilization Factor 0.05 0.21 0.00 0.06 0.13 0.00 0.10 0.07 0.00 0.08 0.08 0.00 Criiica! Factors 0.21 0.06 0.10 0.08 ICU Ratio = 0.55 LOS= A "--Turning Movements at Intersection of: El Camino Real and Marron Road Time : 4:45 PM to 5:45 PM North Approach El Camino Real Date: 07/24/07 Day : Tuesday 2565 Total Name : Leanne, Newera 1023 1542 Subtotals 14 Sub-156 652 215 Sub - To~ totals J + ~ totals Totals w E e 467 _j L a s 927 0 177 182 s t 460 174 ~ t ..._ 123 442 t 109 7 r 137 0 909 A North A p 467 p p i t r p r r 188 1169 92 Marron Road 0 Subtotals 898 1449 Total 2347 : South Approach Note: Left-tum volumes include '-,.· U-tums. U-tums in bold. ' ,-,1 • l , . :./ ' J ~ , r '' ', : . '. ! . . . -" J. ~ ' '.·'1': ... { ( CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 3 Intersection Location: El Camino Real & Hosp Way Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram RICK ENGINEERING COMPANY Transportation Division Pagel Page2 Page3 '" RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : . Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: Hosp Way Count Date-: 07/24/07 Day : Tuesday Weather : Sunny File : 2007 Int #03 Data Collected by: .Jason, Lotous Traffic Control: Signalized South Annroach (NB) North A nnroach /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 • 8:15AM • 8:30AM 8:45 AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.30 AM Peak 8:30 AM Hour 3:45 PM 4:00 PM 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 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left I 2 I 2 I 0 2 2 3 0 3 5 5 7 I 9 10 9 8 9 15 11 19 11 11 9 19 54 U-Tm Thru Ri•ht Peds Left U-Tm 0 56 I I 1 0 0 77 I 0 I 0 0 80 I 2 0 0 0 92 0 0 1 0 0 101 0 0 4 0 0 107 4 0 3 0 I 141 13 0 4 0 I 138 12 1 9 0 I 149 12 0 13 1 0 133 7 0 2 0 2 119 8 0 2 I 0 177 21 2 10 2 2 177 21 2 13 2 3 561 44 I 28 1 -Intersection Traffic m Pk. Hr. -2000 Inters"ection Pdstms in Pk. Hr. 8 5 241 12 I 6 I 2 337 17 0 8 2 2 213 10 0 3 I 3 331 16 0 2 0 0 279 17 .o 4 3 5 350 33 0 /2 2 0 317 31 0 4 0 5 402 30 0 7 0 2 312 23 0 3 2 4 311 24 2 3 2 3 216 10 0 5 I I 241 19 0 2 2 5 402 33. 2 12 3 12 1381 117. 0 26 4 Intersecllon Traffic m Pk. Hr. -2636 Intersection Pdstms in Pk. Hr. , 5 Thru Riehl Peds Left U-Tm Thru Riehl Peds 110 0 I 5 0 0 6. 0 158 7 1 19 0 0 5 0 206 9 0 16 0 I 9 0 276 2 2 19 0 0 8 I 226 5 0 19 0 0 5 0 229 3 I 43 0 1 6 0 312 0 0 20 0 2 21 3 400 5 0 24 0 I 12 0 230 9 0 11 0 0 10 I 233 3 0 14 0 0 7 0 165 4 0 18 0 I 8 I 208 I 0 11 0 I 4 0 400 9 2 24 0 2. 21 3 1175 17 0 69 0 3 50 4 Peak Hr. Factor 0.81 202 13 2 15 0 2 5 0 189 14 0 10 0 1 3 0 140 IO 0 11 0 I I 0 182 8 0 16 0 0 3 2 212 19 I 19 0 1 2 -0 184 21 0 18 0 3 2 I 197 19 0 7 0 2 3 0 176 12 0 19 0 4 9 I 203 13 I 12 0 2 4 I 170 17 0 16 0 2 6 0 180 17 0 13 0 3 2 0 158 14 I 16 0 0 5 0 212 21 2 19 0 4 9 2 760 65 I 56 0 11 18 3 Peak Hr. Factor 0.93 East A nnroach (WB) Left U-Tm Thru Ri•ht 0 0 0 0 I' 0 0 0 0 0 0 0 7 0 I 0 5 0 2 0 4 0 I 3 6 0 I 2 7 0 I 3 7 0 0 2 8 0 I 4 6 0 0 2 11 . 0 . 0 4 11 0 2 4 28 0 3 11 15 0 3 5 19 0 3 2 14 0 1 3 16 0 2 4 9 0 2 8 20 0 I 4 20 0 3 12 23 0 6 8 23 0 3 9 24 0 I 3 30 0 7 I 19 0 4 2 30 0 7 12 86 0 13 33 Page 1 of3 15 min Total Peds Vehicles Peds 0 180 2 0 271 1 0 323 2 0 408 3 0 368 0 2 384 3 0 525 3 0 615 I I 448 2 2 412 2 0 339 I 0 455 2 2 ' 615 ' 3 3 2000 8 0 526 3 I 616 I 0 420 0 0 592: 2 0 583 1 0 664 1 I 630 I 0 712 I . 0 630 2 I 594' 3 0 499: 0 0 492 ' I I 7121 3 I 2636 5 El Camino Real · at Hosp Way Lane Conffguration for Intersection Capacity Utilization Pk. Hr, Time Period : 7:30 AM to South A ppr (NB) North Annr /SB) West Annr /FB) Page 2 of3 East Annr (WB) 8:30 AM Lane Config • urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings I 3 Capacity 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (Y /N)? Efficiency Lost Factor 0.10 Hourly Volume JO 561 Adjusted Hourly Volume 10 605 Utilization Factor 0.01 0.10 Critical Factors 0.01 ICU Ratio = 0.37 Turning Movements at Intersection of : Time: 7:30 AM to 8:30 AM Date: 07/24/07 Day : Tuesday Name: Jason, Lotous .Sub- To~ totals w e 27 s 149 0 t 122 A p p r 0 0 N y 44 0 0.00 LOS= 69 3~ 50 Subtotals Total I . - 1 I 3 0 I I 0 1 0 1800 6000 0 1800 2000 0 1800 2000 0 29 1175 17 69 3 50. 28 3. ll 29 I 192 0 69 53 0 28 14 0 0.02 0.20 0.00 0.04 0.03 0.00 0.02 0.01 0.00 . 0.20 0.04 0.02 A El Camino Real and Hosp Way North Approach El Camino Real 1863 Total 1221 642 Subtotals 1 17 1175 29 Sub• J + ~ totals Totals1 _t L 11 _.. t ~ 3 42 7 r 28 0 117 North 75 i t r JO 561 44 Hosp Way 3 1256 615 1871 South Approach Note: Left-tum volumes include U-turns. U-tums in bold. E a s t A p p r El €amino Real at Hosp Way Lane Configuration for Intersection Capacity Utilization Page 3 of 3. i / Pk. Hr. Time Period : South Appr (NB) North Annr (SB) West Annr (EB) East Annr (WBY 4:45 PM to 5:45 PM Lane Config- urations Inside (left) 1. 2 3 4 5 6 Outside 7 Free-flow Lane Settings I 3 Capacity 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hqurly Volume 66 1381 Adjusted Hourly Volume 66 1498 Utilization Factor 0.04 0.25 Critical Factors 0.25 I 0 0 N y 117 0 0.00 ICU Ratio = 0.45 LOS= Turning Movements at Intersection ,of: w e s t A p p r Time : 4:45 PM to 5:45 PM Date : 07 /24/07 Day : Tuesday Name : Jason, Lotous Sub- To~ totals 132 217 85 .o Subtotals Total 56 11 18 I 3 0 1800 6000 0 1800 30 760 65 56 30 •· 825 0 56 0.02 0.14 0.00 0.03 0.02 O.D3 A EI Camino Real North Approach 2329 855 4 65 760 30 J t L. _j --->-e. 7 I North i t r 66 1381 117 12 876 1564 2440 South Approach I 0 I 1 0 2000 0 1800 2000 0 11 18 86 13 33 29 0 86 46 0 0.01 0.00 0.05 0.02 0.00 0.05 and Hosp Way EI Camino Real 1474 L 33 .-13 r 86 0 Total Subtotals Sub- totals 132 154 Hosp Way Totals 286 Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p r . \ " ,, . ' ·. ! • , , r, ·:; .. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2007 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 Transportation Division Pagel Page2 Page3 '" RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of : N/S Street : El Camino Real Count Date: 07/25/07 E/W Street : Carlsbad Village Drive Day : Wednesday Weather : Sullily File : 2007 Int #04 Data Collected by : Raul, Alfonso Traffic Control : Signalized South Annroach /NB) North A--roach <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.15min. 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 * 5:45 PM • 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left ·2 0 I I 5 7 8 14 9 10 13 25 25 41 17 17 12 31 31 26 24 37 36 25 29 24 37 123 U-Trn Thru Right Peds Left U-Tm ' 0 46 I 0 0 49 I I I 87 I I 0 72 2 0 0 58 0 0 0 81 3 0 0 83 10 0 0 94 8 I 0 96 9 I 0 108 7 0 0 117 5 2 I 143 3 0 I 143 10 2 0 381 34 2 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 190 6 0 248 9 0 275 15 I 249 13 0 245 12 0 323 11 0 398 14 I .328 16 0 281 19 0 233 15 I 214 15 0 239 16 I 398 19 I 1330 60 0 0 b 0 0 0 0 0 0 0 I I I 0 Intersect10n Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 4 I 6 5 10 13 4 15 20 12 17 12 20 51 6 I 2 6 7 8 4 8 6 7 12 19 19 25 2480 10 30 6 30 6 36 6 38 7 49 6 44 6 46 9 33 7 46 4 36 I 38 2 46 3 49 9 169 26 3352 I Thru Right Peds Left 97 8 0 3 128 18 I 11 199 18 I 23 262 13 0 16 179 28 0 12 239 33 3 28 270 20 I 30 359 24 0 25 192 17 I 34 210 22 I 26 169 13 0 28 156 23 0 35 359 33 J 35 1031 83 3 115 Peak Hr. Factor 116 19 144 21 166 28 155 26 175 27 125 24 156 33 158 29 158 31 109 27 115 31 118 24 175 33 597 117 0 0 2 0 0 0 0 0 0 0 0 0 2 0 Peak Hr. Factor 38 36 30 38 24 44 38 37 34 32 29 24 44 153 U-Trn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.92 Thru 3 4 12 5 5 13 26 33 15 25 11 30 33 99 56 64 47 50 66 89 60 66 88 77 60 39 89 303 Rinht 2 6 9 8 14 19 16 17 8 27 16 14 27 68 4 9 18 14 25 21 13 13 12 6 6 6 25 59 Peds Left 0 3 0 5 0 7 0 11 0 13· 0 11 0 33 0 32 I 12 0 11 0 4 0 10 I 33 I 88 0 12 0 15 o. 5 0 7 0 5 0 2 0 9 0 11 0 11 0 9 0 6 0 8 0 15 0 33 Page·! of3 EastAnnroach!WB) U-Trn 0 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 Thru Ri•ht Peds 31 11 0 44 14 0 51 18 0 42 26 I 55 18 0 59 25 0 112 32 0 75 47 I 69 32 3 56 41 0 54 36 0 84 35 0 112 47 3 312 152 4 43 19 0 54 46 I 38 30 I 43 23 . 0 61 29 0 60 38 0 79 27 I 68 26 0 49 33 0 69 32 0 65 31 0 60 33 I 79 46 I 256 124 I 15 min Total Vehicles Peds 217 0 282 2 435 2 469 I 404 0 539 3 648 I 751 2 519 6 562 I 495 2 590 0 751 I 'i 6 2480' I 10 I I 5561 ; 0 699 I , 106 I: 3 695 I I 0 755 ' I 0 813 I , o 907 i I I 830 I 0 802 1': 0 671 0 642 I i 640 , 2 ' 'I 907' ' 3 3352 ' I EI-Camino R~ai at Caflsliail Yillage Drive Lane Configuration for Intersection· Capacity Utilization 1 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 Capacity I 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 124 1330 Adjusted Hourly Volume 124 1390 Utilization Factor 0.07 0.23 Critical Factors 0.23 ICU Ratio = 0.63 0 0 N N 60 0 0.00 LOS= North Annr (SB) I 3 0 1800 6000 0 195 597 117 195 714 0 0.11 0.12 0.00 0.11 B Page J of3 West Annr (EB) East A ppr (WB) I I 2 0 I 2 0 1800 4000 0 1800 4000 0 153 303 59 34 256 124 153 362 0 34 380 0 0.09 0.09 0.00 0.02 0.10 0.00 0.09 0.10 Turning Movements at Intersection of: El Camino Real and Carlsbad Village Drive Time : 4:45 PM to 5:45 PM North Approach EI Camino Real Date: 07/25/07 Day : Wednesday 2542 Total .,,,' Name : Raul, Alfonso 909 1633 Subtotals 26 Sub-117 597 195 Sub- To~ totals J t ~ totals Totals w e 496 _j L s !Oll lf 153 124 t 515 303 ---+ t ,.._ 256 414 59 7 r 34 .1 947 A North p 533 p i ·t r r 124 1330 60 Carlsbad Village Drive 1 Subtotals 690 1514 Total 2204 Note: Left-turn volumes include U-tums. U-turns in bold. South Approach E a s t A p p r ,· 1. -· ., " .... •1 ,-,., ,, . -' ~---·: . ,: CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 5 Intersection Location: El Camino Real & Tamarack 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 ' •''.,_!-·:~ ·/··1 ,,, ··: ' -} -, . -::.-\ I CITY OF CARLSBAD TitAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 6 Intersection Location: El Camino Real & Cannon Road Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transponarion Division I \. _j (-) RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Cannon Road Count Date : Day : Wednesday 07/25/07 Weather: Sunny File : 2007 Int #06 Data Collected by : Leanne, Newera Traffic Control : Signalized South Annroach (NB) North Annroach (SB) West Annroach IEBl 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. 7:15 AM Peale 8:15AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peale 5:45 PM Hour Left I 5 5 11 12 10 16 25 9 15 23 13 25 60 11 16 11 19 9 12 14 13 9 9 8 12 19 48 I U-Tm Thru Ri•ht Peds Left U-Tm 0 27 18 3 I 0 0 32 21 0 I 2 I 31 27 0 5 0 0 40 31 0 4 0 0 71 29 I 3 0 I IOI 41 0 3 I I 79 47 0 2 0 I 112 54 0 I 7 0 72 50 0 3 0 0 83 49 0 5 0 0 113 57 0 3 0 0 123 66 0 0 I I 123 66 3 5 7 3 364 192 0 9 8 -lntersectmn Traffic m Pk. Hr. -3889 Intersection Pdstms in Pk. Hr. 0 I 264 175 I 2 I 0 244 167 0 6 2 I 278 213 0 4 0 I 353 190 0 8 2 0 286 187 I 2 2 0 299 197 0 4 0 0 400 241 0 3 1 I 398 249 0 3 I 1 283 198 0 I 0 0 270 135 0 4 0 I 252 127 0 4 0 0 215 IOI 0 6 I I 400 249 I 8 2 2· 1380 885 0 11 2 Intersection Traffic m Pk. Hr. -4553 Intersection Pdstrns in Pk. Hr. 0 Thru Riehl Peds Left U-Tm Thru Riehl Peds Left 105 28 I 4 0 9 0 0 117 163 20 0 6 I 15 2 0 142 209 55 0 4 . 0 16 8 0 138 318 57 0 5 0 11 6 0 193 232 67 0 10 0 15 7 0 185 329 68 0 8 0 17 8 0 191 355 78 0 13 0 15 19 0 239 462 114 0 13 0 31 19 0 190 373 61 0 12 0 30 15 0 200 273 49 0 17 0 28 24 0 157 251 41 0 12 0 23 19 0 133 209 44 I 18 0 25 9 0 134 462 114 I 18 I 31 24 0 239 1519 321 0 46 0 93 61 0 820 , Peale Hr. Factor 0.86 173 22 0 40 0 73 25 0 76 164 25 0 55 0 117 18 0 77 147 35 0 59 0 137 20 0 42 174 33 0 60 0 105 15 0 66 i77 28 0 72 0 115 17 0 44 178 33 0 80 0 153 20 0 77 129 34 0 95 0 169 22 0 56 154 46 0 72 0 182 16 0 60 144 28 0 70 0 143 24 0 61 115 34 0 55 0 118 21 0 53 111 28 0 56 0 99 20 0 47 101 25 0 47 0 81 9 0 46 178 46 0 95 0 18_2 25 0 77 605 141 0 317 0 647 82 0 254 Peale Hr. Factor 0.92 East Annroach IWBl U-Tm Thru Riehl 0 76 I 0 78 I 0 104 I I 125 3 0 99 2 0 91 I 0 96 I 0 105 0 2 93 4 0 77 0 I 62 I 0 72 4 2 125 4 2 385 6 3 52 3 0 44 1 1 50 0 I 37 1 0 40 3 1 31 3 1 51 5 0 41 2 0 41 3 0 26 I 0 30 0 0 ·34 2 3 52 5 2 164 13 : _) Page I of3 15 min Total Peds Vehicles Peds 0 387 4 0 489 0 0 604 0 0 805 0 0 732 I 0 870 0 0 961 0 0 1134 0 0 924 0 0 777 0 0 739 0 0 718 I '' 0 1134 4 0 3889 0 0 921 1 I 0 936 0 0 998: 0 0 1065: 0 0 982 I' I 0 1088 0 0 122!' 0 0 1238 0 0 1006 0 0 841 ! 0 0 783 0 0 680 0 0 1238 I 0 4553 0 >. -I ' ,_ ';.1 ,;,y , r,~ . -~ CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 Pagel Page2 Page3 'RICK "' ' ENGINEERING COMPANY Transportation Division :. r) RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real EfW Street : College Boulevard Count Date : Day : Thursday 07/26/07 Weather: Sunny End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM • 5:00PM • 5:15 PM • 5:30PM • 5:45 PM 6:00 PM 6:15 PM 6:30PM Max.15 min. Pk. Hr. Vol. 4:30PM Peak 5:30 PM Hour South A ""roach INBl Left U-Tm Thru Ri•ht Peds 8 6 12 14 15 9 18 38 40 28 22 13 40 124 2 5 3 5 2 0 5 13 7 2 2 4 13 20 0 45 2 0 1 39 1 0 2 61 0 0 1 61 1 0 0 86 I 0 1 75 I 0 3 109 0 0 0 137 2 0 3 1_14 I 0 5 131 2 p 2 121 2 () I 157 5 0 5 157 5 0 11 491 5 0 Intersect10n Traffic m Pk. Hr. · Intersection Pdstms in Pk. Hr. 4 314 7 0 4 303 9 0 3 373 5 0 2 339 4 0 3 394 6 0 2 337 3 0 0 460 16 I 2 400 15 0 6 365 5 0 I 323 7 1 0 253 9 0 3 270 9 0 6 460 16 I 7 1591 40 I Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. Left 0 2 0 0 2 0 3 2 4 2 2 5 5 11 7 7 8 6 15 16 12 10 4 6 10 10 16 53 File : 2007 Int #07 Data Collected by : Leanne, Newera Traffic Control : Signalized North Ann roach (SB) West Annroach fl1Bl U-Tm 0 0 0 0 0 I 0 0 0 0 0 I I 0 2849 2 I 0 0 0 I 0 0 0 0 0 0 0 I I 3197 3 Thru 144 203 224 338 312 331 364 374 363 300 280 249 374 1401 203 224 202 219 180 166 175 161 178 132 132 115 224 682 Riehl Peds Left 47 0 10 56 0 3 83 I 10 122 0 10 124 0 14 132 0 6 143 0 24 197 0 24 174 I 13 105 0 19 117 0 24 92 0 26 197 I 26 619 I 80 Peak Hr. Factor 26 0 114 35 0 79 35 0 127 36 0 102 22 0 133 23 0 121 24 I 174 27 0 118 26 0 82 24 0 74 20 0 69 19 0 49 36 I 174 96 I 546 Peak Hr. Factor U-Tm Thru Rioht Peds Left 0 1 1 0 1 0 1 0 0 2 I 2 0 0 3 0 I 0 0 7 0 0 I 0 2 I 5 0 0 3 0 5 0 0 15 0 I 0 0 9 0 2 2 0 3 0 I I 0 4 0 I 0 0 8 0 2 2 0 3 I 5 2 0 15 0 9 3 0 31 0.90 0 7 7 I 6 0 5 5 0 2 0 13 5 0 2 0 8 6 0 4 I 19 5 0 4 0 13 2 0 6 0 11 8 I 4 0 12 3 0 6 I 7 6 0 I 0 12 2 I 5 0 7 I 0 2 0 10 3 0 0 1 19 8 I 6 1 55 18 I 20 0.89 East Annroach (WB) U-Tm Thru Riehl 0 6 I 0 3 3 0 3 8 0 7 7 0 7 9 0 5 8 0 12 16 0 4 4 0 8 II 0 5 4 0 4 5 0 2 10 0 12 16 0 29 35 0 I 11 0 2 12 0 0 8 0 3 8 0 2 17 0 I 16 0 3 11 0 6 11 0 I 11 0 2 11 0 6 16 0 I 13 0 6 17 0 12 55 Page 1 of3 15 min Total Peds ~ehicles Peds 0 266 0 1 320 I I 409 2 0 569 0 0 . 573 -0 0 578, 0 0 712 0 0 792 0 I 738 2 0 607 0 0 588 : 0 I 568 I ' I 792,,, 2 I 2849 2 0 710 I' I 0 692 1 0 0 784 i 0 0 742 ' 0 0 804 0 0 706 0 0 903 3 0 784, 0 0 700, o, I 601, 3 : 0 527 0 0 506'' 0 I 903, ' 3 0 3197 3 C_ r • RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: Faraday Avenue Count Date : Day : Thursday 07/26/07 Weather: Sunny South Annroacb {l\)Bl End of 15 North Annroach /SBl File : 2007 Int #08 Data Collected by : Dolores, Lotous Traffic Control : Signalized WestAnnroachlli'Bl East A nnroach <WBl /' -,_ Page 1 of3 15 min Total min. prd. Left U-Tm Tom Riehl Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Riehl Peds Vehicles Peds 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7:30 AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM • 5:00 PM • 5:15PM • 5:30PM • 5:45PM 6:00PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4:30PM Peak 5:30PM Hour 82 !03 89 211 142 189 193 262 288 235 220 173 288 978 81 71 59 41 49 46 45 40 36 35 13 21 81 180 I 0 45 24 0 33 4 I 41 19 0 30 2 I 61 27 0 25 2 3 87 57 0 45 5 2 94 30 0 39 7 5 109 54 0 49 9 I 149 51 I 40 3 2 137 51 0 47 8 4 171 60 0 62 IO 0 123-29 0 22 9 0 150 33 0 32 2 5 144 40 0 30 3 5 171 60 I 62 10 7 580 191 . I 171 30 Intersection Traffic in Pk. Hr. -3776 Intersection Pdstms in Pk. Hr. = 6 3 248 21 0 5 249 18 0 7 275 13 I 6 275 18 0 4 304 20 b 5 260 17 0 13 329 23 0 6 315 18 1 5 303 12 0 6 250 10-0 7 232 4 2 5 229 9 2 13 329 23 2 28 1208 78 I Intersection Traffic in Pk. Hr. Intersection Pdstms in ftk. Hr. 20 27 20 12 16 8 17 16 3 16 6 9 27 57 2 2 I I 2 5 2 4 1 2 0 0 5 13 4123 7 97 15 3 150 18 3 195 12 0 232 43 0 257 28 I 230 38 I 303 42 I 298 45 I 268 57 0 223 57 0 216 33 0 234 32 2 303 57 3 1092 201 2 Peak Hr. Factor 230 14 0 213 13 0 212 11 0 199 10 1 227 7 0 184 6 0 211 3 0 161 5 I 188 4 1 150 4 0 138 4 0 128 0 0 230 14 I 783 21 I Peak Hr. Factor 3 0 11 20 I 11 0 3 4 4 352 8 2 0 6 8 7 9 0 5 2 3 396 13 0 0 11 33 3 27 0 I I 3 I 497 4 2 0 18 23 5 16 0 7 3 0 752 5 2 0 25 30 I 6 0 IO I 4 673 6 4 0 20 17 I 8 0 9 4 I 745 3 2 0 31 28 I 20 0 7 9 2 8.79 5 11 0 37 37 0 25 0 21 4 0 985 I 9 0 31 49 0-22 0 23 8 0 1062 0 13 0 24 57 0 16 0 33 9 0 850 0 4 0 25 56 I 24 0 21 8 0 824 I 13 0 29 57 0 66 0 28 26 0 880 2 13 0 37 57 7 66 0 33 26 4 1062 13 35 0 123 171 I 83 0 84 30 2 3776 6 0_89 41 0 28 181 · 4 55 0 23 18 0 965 4 37 0 15 136 0 47 0 II 12 0 856 0 76 0 50 197 0 63 0 25 18 0 1027 · 1 32 · 0 18 169 1 68 0 24 27 1 900 3 52 0 15 203 2 59 0 27 22 0 1007: 2 43 9 17 200 1 72 0 17 16 0 905 I 69 0 31 286 0 84 0 35 46 I 1194 I 39 0 19 249 0 83 0 36 26 I 1017 3' 38 4 17 216 I 73 0 30 22 I 952 3 28 0 13 157 I 64 0 22 24 0 781 I 18 0 4 153 0 63 0 20 14 2 676 4! 9 0 6 102 0 41 0 16 22 5 597 7 I 76 9 50 286 4 84 0 36 46 5 1194 7 203 9 82 938 3 298 0 115 110 2 4123 7 ---0.86 . ' :,'·' . -''.\ :: ~ •:•••, •;': C ' \ .~ ' •' •• I '' .,f,· : CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 9 Intersection Location: El Camino Real & Palomar Airport Road Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Page I of3 Intersection of: N/S Street : El Camino Real File : 2007 Int #09 E/W Stree.t : Palomar Airport Road Data Collected by: Leanne, Newera, Lance, Lotous Count Date : Day : Thursday Traffic Control : Signalized 07/12/07 Weather: Sunny South Annroach /NB) North Annroach (SB) WestA""roacb"'B\ East Annroach IWB) 15 min Total End of 15 min. prd. Left . U-Tm Thru Right Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thm Riaht Peds Left U-Tm Thru Right Peds Vehicles Peds 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. · Pk. Hr. Vol. 7:30AM 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 • 5:45PM 6:00PM 6:15 PM 6:30 PM Max.15 min. Pk. Hr. Vol. 4:30PM Peak 5:30PM Hour 5 12 10 11 9 13 15 18 18 11 22 14 22 62 20 20 50 28 27 22 26 21 19 14 19 16 50 96 0 29 26 0 43 0 0 33 40 I 49. 0 2 45 47 0 48 0 I 84 57 0 !13 0 0 72 59 0 106 0 I 119 84 I 86 0 0 114 72 0 75 I I 158 113 0 139 0 0 117 90 I 109 0 0 131 71 0 82 2 0 146 65 I 106 4 0 124 88 0 120 I 2 158 113 I 139 4 I 520 346 I 405 3 Intersection Traffic in Pk. Hr. = 6004 Intersection Pdstms in Pk. Hr. = 5 I 131 110 0 180 0 I 170 98 0 138 0 I 127 81 0 161 0 I 122 114 0 150 I I 172 116 I 182 I 0 171 63 0 190 0 0 192 120 0 214 0 I 179 99 I 205 0 0 128 102 0 200 I 0 133 97 I 174 1 0 137 75 O· 172 2 0 121 70 0 171 0 I 192 120 I 214 2 2 714 398 2 791 I Intersection Traffic in lj_k. Hr. = 662() IntersC:ction Pdstrns in Pk. Hr. = 6 64 26 0 5 80 44 0 8 95 38 I 12 164 39 I 18 106 46 0 10 119 59 0 19 156 45 I 35 142 67 0 24 171 53 0 36 149 62 I 32 155 29 0 32 126 51 0 23 171 67 I 36 618 227 2 127 Peak Hr. Factor 176 31 3 50 138 32 I 58 171 23 0 62 165 33 I 67 196 22 0 79 220 37 0 62 266 41 0 93 274 44 0 47 197 33 2 49 170 26 0 41 151 21 0 46 143 29 0 32 274 44 3 93 956 144 0 281 Peak Hr. Factor • 0 81 5 0 65 0. 206 132 0 687 0 0 92 10 I 80 0 286 142 I 876 3 0 126 15 0 102 0 273 173 I 986 2 0 147 10 0 99 0 271 231 0 1245 I I 121 !I I 108 0 265 215 I 1129 2 I 166 13 0 103 0 296 26i 0 1341 I 0 178 19 0 126 0 316 264· 0 1416 I 0 231 21 0 92 0 375 374 0 J 1755 0 0 171 30 I 63 0 250 254 I 1362 3 0 170 18 0. 132 0 311 300 0 1471 I 0 125 15 I 92 0 228 280 0 1299 2 I 171 32 0 IOI 0 247 199 0 1298 0 I 231 32 I 132 0 375 374 I 1755 3 0 750 88 I 413 0 1252 1192 I 6004 5 0.86 1 304 25 0 71 I 201 164 0 1466 3 0 259 27 0 86 0 158 118 I 1303 2 I 334 38 1 85 0 185 140 0 1459 I I 303 37 0 86 I 177 116 0 1402 I 0 337 33 2 89 0 196 179 0 1630 3 I 250 19 0 89 0 181 121 I 1426 I 0 313 29 I 104 0. 168 194 0 1760 I 0 380 31 0 90 0 230 203 0 1804 I I 291 18 0 91 I 212 139 I 1482 3 2 314 18 0 64 0 209 110 o· 1373 I 0 296 29 I 73 0 177 89 0 1287 I 0 236 20. 0 59 0 146 57 0 1100 0 2 380 38 2 104 1 230 203 I 1804 3 1 1280 112 3 372 0 775 697 I 6620 6 0.92 ( \ _.,/ El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2 of3 East Annr (WB) Pk. Hr. Time-Period : . 7:30AM to 8:30AM South Appr (NB) Lane Config- urations Inside (left) I 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings I Capacity 1800 1 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 63 520 Adjusted Hourly Volume 63 520 Utilization Factor 0.04 0.09 Critical Factors ICU Ratio = 0.68 1 1 2 3600 N N 346 346 0.10 0.10 LOS= North Annr (SB) 2 3600 408 408 0.11 0.11 B 1 1 3 6000 618 618 0.10 1 1800 227 227 0.13 West Annr rPB\- 2 3600 127 127 0.04 0.04 1 I 3 6000 750 838 0.14 r 0 0 - 88 0 0.00 1 I 2 3600 413 413 0.11 1 3 2 6000 3600 1252 1192 1252 1192 0.21 0.33 0.33 Turning Movements at Intersection of: El Camino Real and Palomar Airport Road Time : 7:30 AM to 8:30 AM North Approach Date: 07/12/07 Day : Thursday Name : Leanne, Newera, Lance, Lotous 1253 Sub-227 618 To~ totals J w + e 15'fl _.:t s 2506 0 127 t 965 750 --->- 88 7 A t North p p i r t 63 520 1 Subtotals 1120 929 Total 2049 South Approach 3095 3 408 ~ r 346 El Camino Real 1842 L 1192 +-1252 r 413 0 Total Subtotals Sub - totals 2857 1501 Totals 4358 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ,/ -...., I ., ' , '.I"; ':.. .,, l ·--' ' I ., l' "(.'<, .•. , :l;, ' . . " ,•.: ,.;._: • _,! ,. ·~~-; '. ~' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 10 Intersection Location: El Camino Real & Town Garden 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 TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Town Garden Road Count Date: 07/12/07 Day : Thursday Weathe{: Sunny File : 2007 Int # 10 Data Collected liy : Dolores, Steve Traffic Control : Signalized South A nnroach INRl North Annroach lSBl West Annroach lEBi End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 1:oo·AM 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 • 5:00PM • 5:15 PM • 5:30PM • 5:45PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30-PM Peak 5:30PM Hour Left U-Tr:i Thru Ri0 ht Peds Left U-Tm Thru Rioht Peds Left U-Tm Thru Ri0 ht Peds JO 0 58 I I 3 I 97 23 I 3 0 0 3 0 11 0 .74 2 0 I I 132 27 I 9 0 0 4 0 14 0 96 3 0 3 2 161 17 0 6 0 2 5 0 16 I 133 4 I 2 I 228 21 I 8 0 0 8 3 22 0 129 4 0 6 2 172 18 0 11 0 2 9 0 17 I 167 5 0 I 2 190 22 0 13 0 I 3 0 32 0 214 7 0 5 6 208 29 I 10 0 I 7 0 45 I 245 8 0 7 4 208 10 0 14 0 I 10 0 53 2 209 7 I 5 5 168 23 0 9 0 0 8 0 31 1 194 7 0 6 4 210 14 I 13 0 0 10 0 37 I 174 5 0 3 9 216 16 0 10 0 0 7 I 33 2 228 10 0 7 3 170 16 0 9 0 I 4 0 53 2 245 10 I 7 9 228 29 I 14 0 2 10 3 161 4 862 29 I 23 19 794 76 2 46 0 2 35 0 ----Intersection Traffic in Pk. Hr. = 2174 Peak Hr. Factor 0.92 Intersection Pdstms in Pk. Hr. = 3 12 I 233 Ii 0 8 17 260 7 0 26 I 0 14 I 12 I 203 11 0 7 20 228 8 I 30 0 I 10 0 10 I 223 14 0 9 20 300 15 0 18 0 3 16 0 14 0 205 10 0 7 24 283 5 I 17 0 4 13 0 6 0 272 21 0 14 25 293 10. I 41 0 4 22 0 10 0 . 194 19 0 9 12 302 14 I 28 0 0 22 0 8 0 291 24 0 26 30 325 18 0 34 I 4 30 I 12 I 254 24 0 19 22. 391 17 2 28 2 3 24 2 12 I 206 18 0 20 33 272 13 0 31 2 3 23 2 13 0 189 6 I 12 22 240 16 I 17 0 5 25 0 9 0 196 IQ 0 9 24 222 11 0 36 0 2 29 0 10 0 112 11 0 10 21 224 JI 0 19 0 2 25 0 14 I 291 24 I 46 33 391 18 2 41 2 5 30 2 36 I 1011 88 () 68 89 1311 59 4 131 3 11 98 3 Intersection Traffic in Pk. Hr. = 2988 Peak Hr. Factor 0.91 Intersection Pdstms in Pk. Hr. = 7 Page I of3 East Annroach lWBl 15 min Total Left U-Tm Thru Ri 0 ht Peds Vehicles Peds , 7 0 2 I 0 209 2 11 0 I I 0 274 I JI 0 3 2 0 325 0 11 ·O 4 4 I 441 6 9 0 4 5 0 393 0 14 0 35 5 0 476 0 15 0 10 6 o_ 550 I 25 0 7 8 0 593 0 21 0 5 6 0 521 I 11 0 6 3 0 510 I 13 0 5 12 0 508 I . 15 0 I 10 0 509 0 25 0 35 12 I 5934 ti 72 0 28 23 0 217 3 12 0 I 10 0 614. I 9 0 0 2 I 542 2 7 0 I 4 0 641 0 9 0 3 4 0 598 I 12 0 3 3 0 726 I 14 0 4 4 0 632 I 15 0 4 7 0 817 I 8 0 0 8 0 813 4 12 0 2 4 0 652 2 7 0 6 3 0 561 2 4 0 I 2 0 564 0 7 0 2 3 0 457 : 0 15 0 6 10 I 817 4 49 0 11 22 0 2988 7 IEI Camino Real at Town Garden R_oad Lane Configuration for Intersection Capacity Utilization Page2 of3 sJthA r Pk. Hr. Time Period : B North A r SB West A r EB East A r WB 7:30AM to -8:30AM · Left Thru ~ Left Thru ...filgQl Left Thru ...filgQl Left Thru ..fil!l!!!... Lane Inside I I I I Config -(left) 2 I I I I urations 3 1 1 4 I I 5 I 6 Outside 7 Free-flow Lane Settings I 3 I I 3 I 0 I I I 0 Capacity 1800 6000 1800 1800 6000 1800 0 2000 1800 1800 2000 0 Are the North/South phases split IN)? N Are the East/W<:st phases split (Y )? y Efficiency Lost Factor 0.10 Hourly Volume 165 862 29 42 794 76 46 2 35 72 28 23 Adjusted Hourly Volume 165 862 29 42 794 76 0 48 · 35 72 51 0 Utilization Factor 0.09 0.14 0.02 0.02 0.13 0.04 0.00 0.02 0.02 0.04 O.oJ 0.00 Critical Factors 0.09 0.13 0.02 0.04 ICU Ratio = 0.38 LOS= A Turning Movements at Intersection I f: El Camino Real and Town Garden Road Time: 7:30~ North Approach El Camino Real to 8:30AJyl Date : 0f12/07 1862 Total Day : Thursda Name : Dolores Steve 912 950 Subtotals 19 Sub-76 794 42 Sub- To~ totals J ~ ~ totals Totals w E e 265 _t L a s 348 0 46 23 s t 83 2 ---+ t +:-28 123 t 35 7 r 72 0 177 A North A p 54 _p p +i t r p r r 165 862 29 Town Garden Road 4 ubtotals 905 1056 Total 1961 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. : . El-Camino Real at Town Garden Road Lane Configuration t, r Intersection Capacity Utilization Page3 of3 Pk. Hr. Time Period : 4:30 PM to 5:30PM SouthA r B Lane Config- urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1800 Are the North/South phases split ( Are the East/West phases split (Y Efficiency Lost Factor 0.10 Hourly Volume 37 Adjusted Hourly Volume 37 Utilization Factor 0.02 Critical Factors ICU Ratio = 0.46 I I I 3 6000 IN)? )? 1011 1011 0.17 0.17 Tumi,ng Movements at Intersection r : Time : 4:30 P~ to 5:30 P w e s I A p p r Date : 0 (12/07 Day : Thursday Name: Dolores I Steve Sub- To~ totals 109 352 3 243 1 1800 N y 88 88 0.05 LOS= 134 11 98 S btotals total NorthA r SB I I 1800 157 157 0.09 0.09 A I I 3 6000 1311 1311 0.22 I 1800 59 59 0.03 WestA r EB I I I I I 0 0 0 2000 1800 1800 2000 0 134 n 98 49 11 22 0 145 98 49 33 0 0.00 · 0.07 0.05 0.03 0.02 0.00 0.07 0.03 El Camino Real and Town Garden.Road North Approach El Camino Real i52'7 59 1311 J + _j _.. i 7 North +i t 37 1011 1 1459 1136 2595 South Approach 2780 Total 1253 89 157 L. L 22 +-11 .--_49 r 88 0 Subtotals Sub- totals 82 167 Town Garden Road Totals 249 Note : Left-tum volumes include U-turns. U-tums in bold. E a s t A p p r --' ' . "' ,',-I _,, ' ~·. ,I~ .. ·r-.. , -:-~-~- CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 ~ INTERSECTION ANALYSIS SUMMARY Intersection Number: 11 Intersection Location: El Camino Real & Camino Vida Roble Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Torn 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: Camino Vida Roble Count Date: 07/12/07 Day : Thursday Weather: Sunny File: 2007 Int #11 Data Collected by : David, Trinidad 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 • 8:15AM • 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 4:30PM 4:45PM • 5:00PM • 5:15 PM • 5:30PM • 5:45 PM 6:00PM 6:15PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30PM Peak 5:30 PM Hour Left ·24 7 18 37 52 52 68 109 93 82 66 72 109 352 26 23 39 21 22 14 18 14 17 15 19 11 39 68 U-Tm Thru Rioht Pods Left U-Tm 0 60 0 I 0 0 0 84 I 0 0 0 0 105 0 0 0 0 1 145 2 0 0 0 0 143 0 0 1 0 0 219 I 0 0 0 2 256 2 0 0 0 2 281 0 0 0 0 1 254 I 0 0 I 1 222 0 0 0 0 0 237 I 0 1 0 1 265 0 0 I 0 2 281 2 I 1 I 6 1013 3 0 0 I Jntersect10n Traffic m Pk. Hr. = 2346 Intersection Pdstrns in Pk. Hr. 2 0 212 0 0 0 169 0 I I 222 0 tJ 2 205 0 0 I 224 0 I 0 196 0 0 0 215 0 0 I 238 0 0 I 193 0 0 0 175 0 0 0 202 0 0 0 198 0 0 2 238 0 I 2 873 0 I Intersect1on Traffic 10 Pk. Hr. Intersection Pdstms in Pk. Hr. 0 I 0 I I 0 0 0 0 0 I 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3169 4 Thru 82 112 160 178 145 168 178 180 171 179 194 195 195 708 231 276 313 292 294 364 349 396 351 286 268 225 396 1403 Riehl Pods Left U-Tm Thru Rieht Pods Left 22 0 4 0 0 4 0 0 18 I 6 0 0 4 0 0 35 I 2 0 I 6 0 0 54 I 9 0 0 8 0 0 30 0 7 0 0 13 0 0 38 0 4 I 0 10 0 0 51 0 6 0 0 17 0 0 49 0 2 0 0 13 0 0 37 1 10 0 0 15 0 0 36 1 7 0 0 17 0 0 34 I 8 0 0 17 0 0 29 0 6 0 0 12 0 0 54 I 10 1 I 17 0 0 173 2 25 0 0 62 0 0 Peak Hr. Factor 0.92 13 1 52 0 0 65 0 0 22 0 28 0 0 68 0 0 17 2 30 0 0 88 0 0 9 0 . 24 0 0 IOI 0 0 7 1 63 0 0 107 0 0 21 I 39 0 0 103 0 0 9 0 93 0 0 199 0 0 14 I 52 0 I 112 0 0 9 0 41 0 0 83 0 0 11 0 27 0 0 106 0 0 16 I 15 0 I 65 0 0 10 0 9 0 0 68 0 0 22 2 93 0 I 199 0 0 51 3 247 0 I 521 0 0 Peak Hr. Factor 0.90 Page I of3 East A nnroach IWB\ 15 min Total U-T_!11 Thru_RinhLJ!eds "..chicles P-ed- 0 0 0 0 196 I 0 0 0 0 232 I 0 0 0 0 327 I 0 0 0 0 434 I 0 0 I 0 392 0 0 0 0 0 493 0 0 0 I 0 581 0 0 0 0 0 636 0 0 0 I 0 584 1 0 0 I 0 545 1 0 0 0 0 558 I 0 0 I 0 582 0 - 0 0 I 0 636 I 0 0 3 0 2346 2 0 0 I 0 600 I 0 0 I 0 588 I 0 0 0 0 710 2 0 0 1 0 656 0 0 0 I O· 720 2 0 0 0 0 737 I 0 0 0 0 883 0 0 0 I 0 829 I 0 0 0 0 695 0 0 0 0 0 620 0 0 0 0 0 587 I 0 0 I 0 522 0 0 0 I 0 883 2 0 0 2 0 3169 4 / ' -El Camilio Real at Camiho Yida Rotile -Lane Configuration for Intersection Capacity Utilization l Page 3 of3 Pk. Hr. Time Period : So th AEEr (NB) 4:30PM to 5:30PM I Left Thru Right1 Lane Inside I I Config-(left) 2 1 urations 3 I 4 1 1 5 6 Outside 7 Free-flow Lane Settings 2 2 0 Capacity .3600 4000 0 Are the North/South phases split ( 'M)? N Are the East/West phases split I:{, N")? y Efficiency Lost Factor 0.10 Hourly Volume 70 873 0 Adjusted Hourly Volume 70 . 873' 0 Utilization Factor 0.02 0.22 0.00 Critical Factors 0.02 !CU Ratio = 0.59 LOS= nof: Turning Movements at Intersectio w e s t A p p r Time : 4:30 P!;,1 to 5:30 P¥ Date: 0 1 7/12/07 Day : Thursday Name : David, rrinidad Sub- Totals totals 119 888 0 769 ubtotals irotal 247 I 521 North Annr (SB) West A nnr rPB) East Annr (WBl Left Thru ~ Left Thru ~ Left Thru Right 1 1 1 1 1 I I I 1 1 1 1 I ' 1 3 0 1.25 0.5 1.25 0 I 0 1800 6000 0 2250 1000 2250 0 -2000 0 1 1403 51 247 1 521 0 0 2 I 1454 0 247 I 521 0 2 0 0.00 0.24 0.00 0.11 0.00 0.23 0.00 0.00 0.00 0.24 0.23 0.00 A El Camino Real and Camino Vida Roble North Approach El Camino Real 2577 1455 1122 0 51 1403 1 J + L. _j L 2 __.. t ~ 0 7 r 0 North ~ t r 70 873 0 2 1926 943 2869 South Approach 0 Total Subtotals Sub- totals 2 2 Camino Vida Roble Totals 4 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r . • I i . •'., ... ' . ' 1'. \.I: ' .. _,, CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Dfoision () RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: NIS Street : El Camino Real E/W Street : Cassia Road Count Date: 08/08/07 End of15 min. ~rd. 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. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM * 5:30PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left - 5 3 14 8 20 9 17 16 14 20 12 22 22 67 14 39 34 27 20 34 42 30 · 28 45 31 26 45 134 Day : Wednesday Weather: Sunny South Annroach min U-Tm Thru Riehl Peds 2 68 0 0 o· 65 0 I 0 101 2 0 0 144 0 I 1 148 0 0 0 195 I 0 3 253 2 0 I 328 0 0 0 256 I 0 I 285 I 0 0 240 0 0 0 242 2 0 3 328 2 I 5 1122 4 0 Intersectmn Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 192 6 0 2 191 2 0 I 219 2 0 0 193 I 0 0 178 0 0 0 242 4 0 0 208 4 0 0 212 4 0 0 185 2 0 0 211 I 0 1 156 I 0 0 148 3 0 2 242 6 0 0 847 14 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. Left 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 File : 2007 Int# 12 Data Collected by : Raul, Alfonso Traffic Control : Signalized North Annroach (SB) West Annroach (EB) U-Tm 0 0 0 0 0 0 0 I 0 2 2 0 2 3 2405. 10 0 0 I 0 0 2 0 0 I I 3 I 3 3 3431 2 Tbru RiPht Peds 61 7 0 91 10. 0 141 10 0 149 11 0 162 21 0 173 12 0 157 19 0 158 15 0 189 11 0 168 17 0 185 18 0 202 26 0 202 26 0 672 62 0 Peak Hr. Factor 233 25 0 290 24 0 336 41 0 351 38 0 389 47 I 380 35 0 442 71 I 550 90 0 478 78 0 309 60 I 309 56 0 269 51 0 550 90 I 1850 274 I Peak Hr. Factor Left U-Tm Thru Ri•ht Peds 23 0 0 8 0 25 0 0 6 0 36 0 0 21 0 55 0 0 !'9 0 40 0 0 15 0 59 0 0 22 0 81 0 0 28 0 89 0 0 31 0 78 0 0 27 0 85 0 0 31 0 65 0 0 22 0 70 0 0 39 0 89 · 0 0 39 0 333 0 0 117 0 0.93 35 0 0 26 0 32 0 0 40 0 28 0 0 38 0 33 0 0 32 0 35 0 0 33 0 29 0 0 23 0 34 0 0 35 0 42 0 0 35 0 55 0 0 36 0 38 0 0 28 0 37 0 0 31 0 49 0 0 22 0 55 0 0 40 0 160 0 0 129 0 0.88 East Annroach IWB) Left U-Tm Tbru Ri11:ht 0 0 0 0 0 0 0 0 0 0 0 3 I 0 I 0 2 0 2 0 I 0 0 3 I 0 I 2 I 0 3 2 2 0 I I I 0 0 5 3 0 0 0 3 0 I 0 3 0 3 5 5 0 5 10 0 0 0 2 0 0 0 I I 0 4 2 1 0 0 0 0 0 0 I I 0 0 I 4 0 0 I 3 0 I 7 I 0 0 I I 0 0 4 4 0 0 I 2 0 2 2 4 0 4 7 9 0 I 10 ) Page 1 of3 15 min Total Peds Vehicles Peds 0 77'1 V 0 200 1 3 328 3 0 388 I 0 411 0 3 475 3 2 564 2 2 645 2 -I 580 I 5 616 5 0 547 0 0 607 0 5 'MS 5 10 2405 10 0 533 0 0 621 0 0 707 0 0 676 0 0 703 I 0 751 0 I 841 2 0 974 0 0 865 0 0 698 I 0 630 0 0 575 0 I 974 2 I 3431 2 (j , ,, .J ,• ... ·7 ',,•.r.t~: t .,, • ·, ' : \... ( CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 13 Intersection Location: El Camino Real & Poinsettia Lane Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 " RICK ENGINEERING COMPANY Transportation Dit1ision • CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 14 Intersection Location: El Camino Real & Dove Lane Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad . Intersection of: WS Street : El Camino Real E/W Street : Dove Lane Count Date.: Day : Thursday 08/09/07 Weather : Sunny File : 2007 Int # 14 Data Collected by : Steven, David - Traffic Control : Signalized South A nnroach fNBl North A--roach 'SB\ West A--roach fEBl Endofl5 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM • 9:00AM Max. IS min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:4S PM 4:00 PM 4:15 PM 4:30 PM 4:45PM S:OOPM • 5:15 PM • 5:30 PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left I I 2 0 3 3 I 6 5 6 10 15 15 27 31 26 25 26 29 27 16 28 27 22 15 19 31 98 U-Tm Thru Ri~ht Peds Left U-Tm 0 53 2 0 1 0 0 58 0 0 5 0 0 97 3 0 6 I I 145 0 0 2 0 0 168 2 0 8 0 2 204 I 0 6 I I 212 4 0 6 I I 322 5 I 4 0 4 194 0 0 10 I 2 224 I 3 18 I 0 171 I I 10 I I 270 I 0 10 0 4 322 5 3 18 I 7 911 7 5 42 3 -lntersectton Traffic m Pk. Hr. -2305 Intersection Pdstms in Pk. Hr. 8 7 183 6 2 4 227 5 0 4 223 9 0 3 205 9 0 5 255 .8 I .4 216 12 0 4 238 11 0 7 215 12 0 2 223 8 2 3 188 6 0 4 167 7 I 3 181 11 . 0 7 255 12 2 17 892 43 2 lntersect1on Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 16 19 13 25 24 19 13 21 21 24 18 16 25 74 I 2 I 3 3 2 2 5 3 3 4 6 6 12 3332 7 Tbru Rinht Peds Left U-Tm Thru Ri 0 ht Peds 82 4 0 I 0 I I 2 122 8 0 4 0 I 2 0 164 6 0 9 0 0 I 0 203 18 I 11 0 I 3 0 194 14 I 9 0 I I 0 208 27 I 8 0 I 3 0 236 28 0 23 0 0 5 2 269 21 0 19 0 5 5 I 254 8 0 20 0 I 5 0 207 14 0 20 0 2 4 0 278 25 0 13 0 I 3 2 295 30 0 13 0 I 7 0 295 30 I 23 0 5 7 2 1008 68 0 72 0 9 17 3 Peak Hr. Factor 0.83 274 36 0 42 0 6 27 2 310 45 0 33 0 6 30 2 285 53 I 43 0 4 22 3 355 36 0 40 0 6 22 I 310 44 I 35 0 6 33 I 341 57 0 44 0 6 23 0 434 61 0 48 0 6 19 0 334 55 0 42 0 5 27 0 386 51 0 36 0 7 31 0 282 51 I 50 0 3 34 0 309 42 0 41 0 7 29 I 208 41 0 35 0 5 21 0 434 61 I 50 0 7 34 3 1495 224 0 170 0 24 100 0 Peak Hr. Factor 0.95 EastAnnroach/WB) Left U-Tm Thru Ri•ht 4 0 0 3 I 0 I 4 7 0 0 II 8-0 I 13 6 0 0 10 8 0 I 9 12 0 4 13 10 0 -6 19 13 0 I 17 15 0 3 14 19 0 4 13 10 0 6 9 19 0 6 19 57 0 14 63 30 0 7 IS 18 0 3 15 13 0 6 11 14 0 5 14 14 0 2 11 24 0 10 14 13 0 4 12 21 0 5 28 22 0 7 23 18 0 6 6 7 0 7 13 21 0 3 8 30 0 10 28 80 0 26 77 /--~ Page I of3 15 min Total Peds Vehicles Peds 2 153 4 0 207 0 2 307 2 0 406 1 0 416 I I 482 2 0 546 2 0 692 2 0 533 0 0 531 3 0 549 3 0 668 0 2 692 4 0 2305 8 0 681 4 0 743 2 0 712 4 0 763 I 0 779 3 0 799 0 0 881 0 3 805 3 2 847 4 0 696 I 0 670 2 0 578 0 3 881 4 5 3332 7 '..I . '~ ' , . ··i-' .. , . '" ' '','' . ,~;-:•~ --; -• ·--~ .1 \ I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 15 Intersection Location: El Camino Real & Alga Road/ A viara Parkway Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram '" RICK ENGINEERING COMPANY Transportation Divisian ' .\___ • ~-;,--' . r~ RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real · Count Date: 08/09/07 E/W Street : Alga Road/ A viara Parkway Day : Thursday Weather : Sunny File: 2007Int#l5 Data Collected by : Raul, Alfonso Traffic Control : Signalized South Annroach INB) -North A nnroach ISBl West Annroach 11?.BI End ofl5 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM- 7:15AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM * 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peale 8:45 AM Hour 3:45PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00PM • 5:15 PM * 5:30 PM * 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. IS min. Pk. Hr. Vol. 4:45 PM Peale 5:45 PM Hour Left U-Tm Thru Rioht Peds Left · U-Tm Thru Rioht Peds Left U-Tm Thru Ri•ht Peds 7 14 16 23 24 32 25 55 30 37 30 62 62 152 100 100 95 70 63 79 79 78 202 89 147 131 202 438 ' 0 41 10 0 0 53 24 0 0 98 32 0 0 121 42 I 0 143 38 0 0 196 40 0 0 167 67 0 0 293 51 I I 172 48 0 0 228 75 0 0 206 68 0 0 199 68 0 I 293 75 I I 899 242 I Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 0 204 165 0 0 209 132 0 0 285 121 1 0 181 11~ 0 0 195 128 0 0 234 190 0 0 265 105 0 0 271 151 0 0 286 234 0 0 255 172 0 0 238 170 0 0 284 222 0 0 286 234 I 0 1056 680 (j Intersection Traffic' in Pk. Hr. Intersection Pdstrns in Pk. Hr. 2 2 10 7 12 16 11 28 18 16 11 22 28 73 47 44 38 45 45 34 35 61 68 45 39 37 68 198 0 0 0 0 0 0 0 1 0 0 0 1 I I 4353 6 0 4 0 I I 1 0 0 4 I 2 2 4 5 -~--5851 6 86 110 158 205 205 198 226 297 260 232 288 295 297 1077 292 293 281 340 300 352 363 300 306 321 263 205 363 1321 4 0 I 0 12 11 0 6 I 5 0 18 24 0 7 I 9 0 14 26 0 17 I 7 0 18 43 0 4 2 8 0 22 47 0 IO 0 23 0 30· 42 0 23 0 26 0 30 70 0 14 0 24 0 38 108 0 20 0 22 0 46 104 0 12 0 15 0 58 104 0 15 0 17 0 35 80 0 23 0 22 I 54 127 0 23 2 26 I 58 127 0 61 0 78 0 177 396 0 Peale Hr. Factor -0.87 21 0 28 0 91 150 .0 22 0 22 0 76 151 0 28 0 13 0 102 127 0 20 I 23 0 96 125 0 29 0 26 0 79 127 0 18 b 29 0 127 132 0 31 0 21 0 112 115 2 31 0 60 0 120 104 0 24 0 11 0 133 121 0 28 0 15 2 125. 97 0 23 0 21 0 99 119 0 18 0 15 0 106 95 0 31 I 60 2 133 151 2 104 0 121 0 492 472 2 Peak Hr. Factor -0.88 Page 1 of3 East Annroach IWBl 15 min Total Left U-Tm Thru Riehl Peds Vehicles Peds 60 0 27 6 0 267 0 121 l 38 7 0 423 I 130 2 62 8 0 572 I 129 0 58 9 2 679 4 150 I 93 27 2 774 4 154 0 88 16 1 845 I 1 204 4 97 24 0 974, 0 177 2 122 42 0 1252 I 185 0 88 20 2 1014 2 180 0 79 25 2 1061 2 174 I 80 21 I 1026 I 231 1 104 33 I 1243 I 231 4 122 42 2 1252 4 716 3 369 108 5 4353 6 114 I 94 28 10 1335 IO 110 0 73 24 2 1260 2 149 3 84 15 3 1341 4 126 I 99 15 0 1258 I 139 5 67 34 I 1238 I 128 5 108 15 I 1452 I 113 2 75 9 I 1325 3 114 2 100 11 0 1403 0 139 5 115 23 2 1671 2 117 I 80 17 I 1365 I 142 I 112 IO 7 1386 7 131 6 143 19 2 1414 2 149 6 143 34 10 ;~;:i 10 494 14 398 58 4 6 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 16 Intersection Location: El Camino Real & ArenalRoad 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 ' RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad intersection of: N/S Street : El Camino Real E/W Street : Arena! Road Count Date: 08/07/07 End of 15 Day: Tuesday Weather : Sunny South Annroach /NB) min. prd. Left U-Tm Thru Rinh( Peds Left 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. 7:45 AM Peak 8:45 AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM 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. 4:45PM Peak 5:45PM Hour 5 4 I 7 I 0 7 7 4 13 8 15 15 32 22 30 16 29 20 22 31 28 37 23 25 29 37 118 0 68 I 0 0 97 10 0 0 155 6 0 I 202 7 0 0 173 9 0 0 271 7 0 0 273 12 0 1 379 7 0 I 291 8 0 0 250 10 0 0 347 10 0 0 315 9 0 I 379 12 0 2 1267 35 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 385 10 0 1 413 10 0 2 482 8 1 I 405 12 0 2 468 15 2 2 464 10 0 0 466 8 0 I 468 6 0 0 496 II 0 2 434 9 0 I 400 16 I 0 393 10 0 2 496 16 2 3 1894 35 0 lntersect1on Traffic m P~. Hr. Intersection Pdstrns in Pk. Hr. 3 3 3 8 8 8 12 10 6 8 9 21 21 33 5 5 2 6 4 9 4 6 I 8 4 3 9 20 File : 2007 Int # 16 Data Collected by : Stephen, Dolores Traffic Control : Signalized North Annroach (SB) West A""roach "'Bl U-Tm 0 I 0 0 0 I 0 0 0 0 0 0 I 0 3275 2 0 0 0 0 3 0 0 . 0 I I I 3 3 I 4215 9 Thru 176 236 299 354 296 438 381 450 377 436 432 405 450 1695 388 452 432 478 488 468 499 532 475 451 439 384 532 1974 Riehl Peds Left 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 I 0 0 I 0 0 I 0 0 2 I I 0 0 0 I 0 I 2 1 2 4 r I Peak Hr. Factor 0 1 0 0 0 0 0 2 I 4 0 I 2 0 0 4 0 2 2 2 0 0 0 3 2 0 1 0 0 3 0 0 I I 0 I 4 2 3 8 2 6 Peak Hr. Factor U-Tm Thru Rjoht Peds Left 0 0 19 I 4 0 0 10 0 2 0 I 23 0 13 0 0 17 0 5 0 I 15 0 10 0 0 21 I 6 0 0 39 0 8 0 I 35 0 9- 0 0 40 0 10 0 0 21 0 8 0 2 33 0 13 0 I 34 0 21 0 2 40 I 21 0 3 129 0 40 0.90 0 0 23 0 15 0 I 21 0 II 0 0 13 0 8 0 I 26 0 9 0 1 15 0 6 0 0 18 0 10 0 0 24 I 7 0 2 14 4 8 0 0 25 0 12 0 I 20 0 6 0 0 16 0 9 0 0 13 0 7 0 2 26 4 15 0 2 81 5 37 0.97 East Annroach fWB) U-Tm Thru Rjoht .0 0 3 0 0 0 0 0 I 0 0 0 0 0 5 0 0 3 0 I 2 0 0 7 --0 0 4 0 3 7 0 4 9 0 I 2 0 4 9 0 7 27 0 0 8 0 I 8 0 I 7 0 4 5 0 I 7 0 0 8 0 3 7 0 1 13 0 0 4 0 I 4 0 I 4 0 4 3 0 4 13 0 4 32 Page I of3 15 min Total Peds Vehicles Peds 0 279 I I 363 I 0 502 0 I 603 1 4 520 4 0 755 L 3 736 3 0 907 0 0 742 0 I 759 2 - 0 867 0 0 826 0 4 907 4 1 3275 2 0 856 I 0 953 0 0 972 3 0 981 0 I 1032 3 2 1017 2 0 1051 3 0 1082 4 0 1065 0 I 963 I 0 9.17 I 0 851 0 2 1082 4 2 4215 9 ' . CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 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 : La Costa Avenue Count Date: 08/07/07 Day : Tuesday Weather : Sunny File : 2007 Int # I 7 Data Collected by : Rob, David Traffic Control : Signalized South A ""roach tNB) North Annroach ISBl West Annroach mm End of 15 min. pl]l. 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. 7:45 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 • 6:00PM • 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5:00 PM Peak 6:00PM Hour Left 12 21 20 22 25 44 45 68 46 45 55 45 68 214 47 71 46 64 78 53 75 59 69 76 46 49 78 279 U-Tm Thru Riehl Peds Left U-Tm I I 0 40 I 0 5 I O· 44 0 0 8 0 0 81 3 0 24 0 0 81 3 I 6 0 0 76 1 0 II 0 0 116 4 0 9 0 0 126 3 0 12 0 0 197 7 0 14 0 0 148 4 2 16 0 0 136 5 0 8 0 0 174 9 0 17 0 0 185 10 I 27 0 0 197 10 2 27 I 0 655 25 2 55 0 lntersect1on Traffic m Pk. Hr. = 4558 Intersedion Pdstrns in Pk. Hr. 7 0 282 17 0 0 280 6 0 0 210 7 0 0 274 23 0 I 338 23 0 I 267 11 0 I 329 II I I 312 9 I I 265 15 I 0 294 27 0 0 248 26 0 I 231 23 2 I 33& 27 2 3 1200 62 3 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 15 36 42 56 51 52 53 50 ~I 58 43 62 62 192 0 0 I 0 I 0 0 0 0 0 0 0 I 0 5734 8 Thru Riehl Peds Left U-Tm Thru Riehl Peds 56 108 0 32 0 18 17 0 91 139 I 69 0 39 30 0 144 118 2 125 I 63 59 I 235 96 0 134 0 50 73 0 188 110 0 93 0 46 46 0 259 108 0 127 0 62 61 . 2 266 95 0 141 0 78 89 0 303 121 0 176 0 71 102 0 295 110 0 140 0 56 90 0 310 104 I 131 0 55 66 0 280 134 1 131 0 74 62 2 302 101 0 155 0 65 50 1 310 139 2 176 I 78 102 2 1188 469 2 578 0 256 320 2 Peak Hr. Factor 0.92 147 28 0 128 0 141 81 1 268 95 I 129 0 107 55 0 311 106 0 156 0 120 80 0 287 106 I 147. 0 121 76 0 299 133 0 122 0 124 61 0 333 114 0 149 0 154 53 0 343 121 0 159 0 142 49 2 296 123 0 148 I 149 47 I 361 155 0 131 I 200 59 0 313 130 0 169 0 173 50 0 288 141 0 123 0 168 63 0 292 141 0 157 0 144 54 0 361 155 I 169 I 200 81 2 1313 529 0 607 2 664 205 3 Peak Hr. Factor 0.98 East A nnroach IWBl Left U-Tm Thru Riehl 9 0 88 6 25 0 112 10 27 0 103 8 29 0 90 22 30 0 113 31 42 0 105 40 33 0 119 49 22 0 118 46 38 0 109 39 36_ 0 137 43 36 0 130 44 34 0 110 67 42 0 137 67· 132 0 494 172 6 0 23 11 48 I 116 68 31 0 69 50 25 0 97 45 31 0 69 44 39 0 85 42 30 0 94 46 29 0 99 46 50 0 78 40 38 0 82 46 27 0 103 37 34 0 88 39 50 I 116 68 147 0 353 178 Page I of3 15 min Total Peds !vehicles Peds 0 393 0 I 588 2 I 776 4 I 841 2 0 770 0 0 977 2 0 1056 0 0 1245 0 0 1091 2 I 1076 2 0 1146 · 3 1 1151 3 I 1245 4 I 4558 7 0 926 I 0 1280 I 2 1229 2 0 1321 I 2 1375 2 0 1353 0 2 1453 5 0 1369 2 0 1456 I 0 1456 0 I 1313 I 0 1315 2 2 1456 5 2 5734 8 El Camino Real at La Costa Avenue Lane Configuration Tor Intersection Capacity Utilization Pk. Hr. Time Period : South A22r (NB) North Annr (SB) West Annr (EB) 7:45AM to 8:45AM ~ Thru Right Left Thru Right Left Thru Rinht Lane Inside 1 1 1 I Config -(left) 2 1 1 I urations 3 I 1 I 4 1 1 I 5 I 1 1 1 6 1 Outside 7 Free-flow Lane Settings 2 3 0 2 3 1 2 2 1 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 214 655 25 55 1188 469 578 256 320 Adjusted Hourly Volume 214 680 0 55 1188 469 578 256 320 Utilization Factor 0.06 0.11 0.00 0.02 0.20 0.26 0.16 0.06 0.18 Critical Factors 0.06 0.26 0.16 ICU Ratio = 0.70 LOS= B Page2 of 3 East Annr (WB) · Left Thru Righi I 1 I I 1 2 I 1800 4000 1800 132 494 172 132 494 172 0.07 0.12 0.10 0.12 Turning Movements at ,Intersection of : El Camino Real and La Costa Avenue Time: 7:45 AM to 8:45 AM North Approach js1 Camino Real Date: 08/07/07 Day : Tuesday 3117 Total Name : Rob, David 1712 1405 Subtotals 0 Sub-469 1188 55 Sub- To~ totals J + L. totals Totals w e 1177 _j L s 2331 0 578 t 172 t 1154 256 "' +--494 798 320 7 r 132 0 1134 A North p 336 p i t r r 214 655 25 La Costa Avenue 0 Subtotals 1640 894 Total 2534 Note: Left-tum volumes include U-turns. U-turns in bold. South Approach 30% RTOR reduction used for SBRTs E a s t A P· p r El CaminbR.eai at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of3 East A nnr !WB1 Pk. Hr. Time Period : 5:00 PM to 6:00PM South Appr (NB) Lane Config- uration's Inside (left) 2 1 3 4 5 6 Outside 7 Free-flow Lane Settings 2 Capacity 3600 I 1 3 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 282 1200 Adjusted Hourly Volume 282 1262 Utilization Facto_r 0.08 0.21 Critical Factors 0.08 ICU Ratio = 0.74 Turning Movements at Intersection of : .Time: 5:00 PM to 6:00 PM Date: 08/07/07 Day : Tuesday Name : Rob, David Sub- Totals totals w e 1163 s 2641 2 t 1478 A p p r 1 0 0 N N 62 0 0.00 LOS= 609 66'1 205 Subtotals Total North Annr (SB) West Annr /RB) - 2 3600 192 l92 0.05 C 1 1 3 6000 1313 1313 0.22 1800 529_ 529 0.29 0.29 1 1 2 3600 609 609 0.17 0.17 El Camino Real North Approach 4019 2034 0 529 1313 192 J i ~ _j-_..... t 7 North i t r 282 1200 62 3 1668 1544 3212 1 1 2 4000 664 664 0.17 and 1 1 2 1 1800 1800 4000 1800 205 147 353 178 205 147 353 178 0.11 0.08 0.09 0.10 0.10 La Costa Avenue El Camino Real Total 1985 Subtotals Sub - totals Totals L 178 +-353 678 r 147 0 1596 918" La Costa A venue Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r South Approach 3 0% RTOR reduction used for SBRTs '/ r •, • ,· ' . ' ~ (, :- .. ,, . •· .- -,:· ;r; ... ' -! 'i CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 Pagel Page2 Page3 IM RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street : Levante Street Count Date: 08/07/07 Day : Tuesday Weather : Sunny File : 2007 Int # 18 Data Collected by : Alfonso, Raul 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 7:15 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 • 4:30PM • 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. 3:45 PM Peak 4:45 PM Hour Left 0 6 13 41 4 4 5 5 8 4 2 3 41 19 26 6 2 3 I 3 I I 0 0 7 1 26 12 U-Tm Thro Ri2ht Peds Left U-Tm 0 49 0 0 I 0 0 63 0 2 1 0 0 99 2 1 3 0 0 106 3 0 4 0 0 102 7 1 3 0 0 162 7 0 3 0 0 171 6 0 5 0 0 234 12 . 0 9 0 0 154 II 1 13 0 0 211 6 0 12 0 0 206 9 0 8 0 0 210 23 i 14 0 0 234 23 2 14 0 0 805 38 1 42 0 -Intersection Traffic m Pk. Hr. -2656 Intersection Pdstrns in Pk. Hr. 6 0 284 33 0 0 336 36 3 1 376 26 1 I 323 28 0 0 388 31 0 0 364 29 3 0 408 34 0 0 344 32 0 I 389 44 3 1 362 27 0 0 369 42 0 2 301 31 b 2 408 44 3 2 1423 121 4 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 19 21 22 25 20 30 19 33 34 38 50 27 50 88 0 I I I 0 0 0 0 0 I 0 0 I 3 3447 5 Thro Ril!ht Peds Left U-Tm Thro Ri~ht Peds 69 7 0 2 0 0 0 0 104 28 0 1 0 0 1 0 166 58 0 0 0 0 2 2 240 56 I 3 0 0 2 I 285 21 0 4 0 I 3 I 346 21 0 1 0 0 1 0 351 18 0 6 0 0 3 0 366 16 0 6 0 1 3 0 319 15 0 10 0 2 4 0 419 II 0 2 0 0 2 3 328 14 0 5 0 0 2 0 351 8 I 7 0 0 2 0 419 58 I 10 0 2 4 3 1432 56 0 23 0 3 II 3 Peak Hr. Factor 0.91 341 9 0 32 0 7 45 0 394 7 0 19 0 4 17 0 315 10 0 17 0 1 2 1 . 427 7 0 8 0 2 2 0 333 5 0 15 0 I 5 0 285 5 0 23 0 1 7 0 291 2 0 13 0 1 8 0 212 0 0 6 0 0 2 0 348 1 0 6 0 0 4 I 353 3 0 I 0 0 0 0 304 1 0 7 0 0 5 3 351 2 0 10 0 0 0 0 427 10 0 32 0 7 45 3 1469 29 0 59 0 8 26 1 Peak Hr. Factor 0.98 East A nnroach IWB\ Left U-Tm Thro Rioht 9 0 o· 9 10 0 I 7 16 0 5 13 38 0 3 14 27 0 1 14 36 0 3 17 40 0 0 28 22 0 3 24 29 0 0 18 36 0 2 24 38 0 1 30 24 0 0 24 40 0 5 30 125 0 6 96 15 0 9 17 15 0 3 18 18 0 1 38 24 0 I 26 38 0 1 24 28 0 0 21 9 0 0 22 20 0 3 18 14 0 0 21 27-0 0 21 18 0 0 15 15 0 0 18 38 0 9 38 95 0 6 106 Page 1 of3 15 min Total. Peds Vehicles Peds o-146 0 0 222 2 0 . 377 3 0 510 2 3 472 5 0 601 0 0 633 0 0 701 0 I 583 2 I 729 4 0 643 0 0 666 2 3 729 5 2 2656 6 2 837 2 0 877 3 0 830 2 0 878 0 0 862 0 0 796 3 0 808 0 0 671 0 0 862 4 2 834 2 1 818 4 0 758 0 2 878 4 0 3447 5 ~· -El Camino Reai at Levante Street Lane Configuration for Intersection.Capacity Utilization Page 2 of3 East Annr /WB\ Pk. Hr. Time Period : 7:45 AM to 8:45AM South Appr (NB) Lane Config • urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings 1 1 1 1 3 Capacity 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 19 805 Adjusted Hourly Volume 19 843 Utilization Factor 0.oJ 0.14 Critical Factors 0.01 ICU Ratio = 0.44 Turning Movements at Intersection of: Time: 7:45 AM to 8:45 AM Date: 08/07/07 Day : Tuesday Name : Alfonso, Raul Sub- Totals totals w e 81 s JJ8 0 t-37 A p p r 0 0 N N 38 0 0.00 LOS= 23 3 II Subtotals Total North Annr/SB\ West Annr(EB) I. 1 1 I 1 3 0 1 1 0 1 1 1 1800 6000 0 1800 2000 0 1800 2000 1800 42 1432 56 23 3 11 125 6 96 42 1488 0 23 14 0 125 6 96 0.02 0.25 0.00 0.oJ 0.01 0.00 0.07 0.00 0.05 0.25 0.oJ 0.07 A El Camino Real and Levante Street North Approach El Camino Real 2454 Total 1530 924 Subtotals 0 56 1432 42 Sub• J + ~ totals Totals _t L 96 _. t +-6 227 7 r 125 0 310 North 83 ~ t r 19 805 38 Levante Street 0 1568 862 2430 South Approach Note: Left-tum volumes include U-turns. U-tums in bold. E a s ( A p p r El Camino Real at Levante Street Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr /WB) Pk. Hr. Time Period : 3:45 PM. to South Appr (NB) 4:45 PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow 1 1 1 . 1 Lane Settings 3 Capacity 1800 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 14 1423 Adjusted Hourly Volume 14 1544 Utilization Factor O.Dl 0.26 Critical Factors 0.26 ICU Ratio = 0.50 Turning Movements at Intersection of : .w e s t A p p r Time: 3:45 PM to 4:45 PM Date: 08/07/07 Day : Tuesday Name : Alfonso, Raul Sub- Totals totals 140 47 93 0 0 0 N N 121 0 0.00 LOS= 59 8 26 Subtotals Total North Annr/SB) West Annr /EB) 1800 91 91 0.05 0.05 A 1 1 1 3 6000 1469 1498 0.25 1 0 1 0 1800 29 59 0 59 0.00 0.03 0.03 El Camino Real North Approach 3180 1589 3 29 1469 91 J t L.. _j ___.. t 7 North i t r 14 1423 121 2 1592 1558 3150 South Approach 1 0 1 1 1 2000 0 1800 2000 1800 8 26 95 6 106 34 0 95 6 106 0.02 0.00 0.05 0.00 0.06 0.06 and Levante Street El Camino Real 1591 L 106 +-6 r 95 0 Total Subtotals Sub- totals 207 217 Levante Street Totals 424 Note : Left-tum volumes include U-tums. U-turns in bold. E a s t A p p r ~ .. , ' •,j ' ;) '.: i .. : ., ·,·.•1 ._,,: . ,, ~ ... ~ : ,', I ·l CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 19 Intersection Location: El Camino Real & Calle Barcelona Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Diuls'ion RICK ENGil'JEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: Calle Barcelona Count Date: 08/07/07 Endofl5 min. prd. 6:15 AM 6:30AM 6:45 AM 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 8:45 AM 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. 4:45 PM Peak 5:45 PM Hour Left 0 0 0 0 3 3 I 6 3 3 7 7 7 19 15 16 13 17 20 23 9 19 12 10 14 17 23 63 Day : Tuesday Weather : Sunny South Annroach (NB) U-Tm Thru Riaht Peds 0 41 I 0 0 39 6 0 0 73 4 0 0 94 7 0 I 70 10 0 0 131 8 2 0 112 11 . I 0 182 12 0 I 142 17 I I 161 11 0 0 150 19 1 1 188 20 0 1 188 20 2 2 635 59 2 Intersection Traffic 1n Pk. Hr. Intersection Pdstrns in Pk. Hr. I 313 40 0 2 288 48 0 1 278 43 0 0 292 47 0 I 285 51 I 3 280 64 0 2 344 62 0 2 311 50 0 0 304 63 0 I 298 48 0 I 279 50 0 2 235 50 0 3 344 64 I 7 1239 239 0 Intersect10n Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. Left I 1 6 3 4 13 13 9 14 20 19 14 20 62 32 16 12 30 27 23 27 35 46 33 37 31 46 131 File: 2007Int#l9 Data Collected by : · Newera, Leanne Traffic Control : Signalized North Annroach (SBl West Annroach IEB) U-Tm 0 0 0 0 0 0 0 0 0 0 0 1 I 0 3125 8 0 I I 0 0 0 0 0 1 0 0 0 1 1 4116 5 Thru 61 111 152 249 264 335 343 408 318 405 330 359 408 1461 405 374 333 319 272 381 287 336 347 316 257 258 405 1351 Rioht Peds Left 10 0 2 10 0 8 22 0 11 42 0 15 28 0 6 28 0 11 40 0 16 45 0 25 40 0 17 61 0 22 28 0 19 50 I 21 61 I 25 174 0 83 Peak Hr. Factor 50 0 50 56 0 51 46 0 66 59 0 49 49 0 .63 58 0 49 59 0 66 62 0 70 53 0 58 44 0 53 48 0 46 71 0 47 71 0 70 232 0 243 Peak Hr. Factor U-Tm Thru n;oht Peds Left 0 I 0 0 14 0 3 I 0 14 0 2 7 0 24 0 5 4 0 32 0 2 3 0 38 0 6 3 0 38 0 3 4 0 54 0 11 6 0 67 0 7 2 2 40 0 8 6 I 55 0 14 4 0 40 0 16 5 4 50 0 16 7 4 67 0 40 18 3 202 0.90 0 35 21 0 23 0 45 22 4 27 0 53 25 4 42 0 56 12 0 24 0 49 33 I 21 I 29 16 2 40 I 54 23 2 34 0 56 14 0 27 0 40 22 0 31 0 42 17 0 22 0 61 14 0 24 0 51 18 0 22 I 61 33 4 42 2 179 75 4 132 0.98 East Annroach IWBl U-Tm Thru Ril!ht 0 22 8 0 20 15 0 41 25 0 42 22 0 31 18 0 41 28 0 61 42 0 61 33 0 64 33 0 51 35 0 62 31 0 57 35 0 64 42 0 238 132 0 29 13 0 31 24 0 15 30 0 33 21 0 40 24 0 47 25 0 19 18 0 38 26 0 30 19 0 32 25 0 37 17 0 22 12 0 47 30 0 134 88 Page I of3 15 min Total Peds Vehicles Peds I 161 1 0 228 0 1 367 I 0 515 0 I 478 1 I 645 3 2 700 3 0 865 0 0 698 •3 3 839 4 0 723 I 0 824 5 3 865 5 3 3125 8 0 1027 0 0 1001 4 0 958 4 0 959 0 0 935 2 0 1039 2 I 1005 3 0 1046 0 0 1026 0 2 941 I 2 0 885 0 I 836 I 2 1046 4 1 4116 5 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 20 Intersection Location: Palomar Airport Road & A venida Encinas Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 r.,, RICK ENGINEERING COMPANY Transportation Division ,,.-- RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : A venida Encinas E/W Street : Palomar Airport Road Count Date: 07/10/07 Day : Tuesday Weather: Sunny File : 2007 Int #20 Data Coll~ted by : Leanne, Newera _ Traffic Control : . Signalized South Annroach (NB) North Annroach (SB) WestAnnroachffiB) End of 15 min.prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM 8:00AM • 8:15AM * 8:30AM * 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peale 8:45 AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4.45 PM Peale 5:45 PM Hour Left 0 0 2 1 I 3 2 2 7 5 5 5 7 19 14 8 10 II 16 13 12 10 13 15 7 9 16 48 ' U-Tm Thru Rioht Peds Left U-Tm 0 0 4 0 II 0 0 3 6 0 13 0 0 2 3 1 18 .o 0 2 10 0 ~; 0 0 10 12 0 0 0 9 15 0 31 0 0 9 29 1 31 0 0 9 23 I 45 1 0 23 23 2 36 0 0 12 22 1 33 0 0 14 22 I 38 0 0 3 26 ,0 42 0 0 23 29 2 45 I 0 58 90 5 152 1 -Intersection Traffic m Pk. Hr. -1557 Intersection Pdstms in Pk. Hr. 18 0 16 52 I 65 I 0 14 47 0 65 I 0 15 52 3 59 0 0 17 55 I 58 0 0 25 103 0 53 0 0 19 62 0 73 I 0 16 105 0 110 0 0 31 95 0 69 0 0 18 71 2 67 0 0 9 78 0 7~ 0 0 20 41 0 54 I 0 16. 59 0 67 0 ' 0 31 105 3 110 I 0 84 333 2 319 1 -Intersection Traffic m Pk. Hr. -2257 Intersection Pdstms in Pk. Hr. 7 Thru Rieht Peels Left U-Tm Thru Rioht Peels Left 7 2 0 3 0 25 2 1 26 3 3 0 4 0 21 4 0 23 15 3 0 .6 0 33 5 1 35 -19 9 0 6 0. 39 12 0 72 14 3 0 5 0 41 9 0 . 46 15 2 0 9 0 60 12 0 81 15 4 1 7 0 65 6 0 65 21 9 0 22 0 84 9 1 67 13 3 0 II 0 79 13 2 79 IS 6 0 16 0 67 14 3 70 13 8 I 7 0 59 12 6 47 12 4 0 13 0 46 7 0 41 21 9 I 22-0 84 14 6 81 62 26 I 56 0 289 48 12 263 Peale Hr. Factor 0.92 II 15 0 7 0 66 10 I 40 23 12 0 6 0 63 6 0 45 15 8 0 6 0 79 II 0 52 24 16 4 7 ·o 74 13 2 59 10 12 0 7 0 57 8 0 60 27 8 0 13 0 77 14 2 48. 21 20 0 3 0 68 9 0 46 19 18 0 5 0 76 16 1 68 15 II 0 18 0 93 3 2 57 23 17 I 13 0 61 6 I 42 21 15 0 8 0 56 2 0 44 6 5 I 9 0 59 6 0 28 27 20 4 18 0 93 16 2 68 .82 57 0 39 0 314 42 5 219 Peale Hr. Factor 0.91 Page 1 of3 East Annroach (WB) 15 min Total U-Tm Thru Rioht Peds Vehicles Peds 0 8 10 0 98 1 0 12 27 0 119 0 0 57 33 0 212 2 0 79 42 0 319 0 0 74 44 0 282 0 0 49 55 0 341 0 0 51 52 0 336 2 - 0 43 65 0 400 2 0 46 89 0 422 4 0 52 64 0 376 4 0 58 76 0 359 8 0 36 66 2 301 2 0 79 89 2 422 8 0 199 294 0 1557 18 - 0 71 55 0 423 2 0 86 65 0 441 0 1 76 55 0 439 3 0 87 53 0 474 7 1 84 47 0 483 • 0 0 103 58 0 516 2 0 104 57 0 571 0 0 155 61 0 623 I I 118 62 0 547 4 O· 108 61 0 509 2 0 93 73 0 435 0 0 75 60 I 399 2 I 155 73 1 623 7 I 480 , 238 0 2257 7 Avenida Encinas at Palomar Airport Road- Lane Configuration for Intersection_Capacity Utilization Page 2 of3 -~ Pk. Hr. Time Period : South AJ:>J:>f (NB) North Annr (SB) WestAnnr ffiB) East.Annr (WB) 7:45AM to 8:45AM ~ Thru Right Left Thru ~ Left Thru Right Left Thru Right Lane Inside I 1 Config -(left) 2 I 1 1 -1------ urations 3 1 1 4 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 1 0 1 1 1 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (YIN)? y Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 19 58 90 153 62 26 56 289 48 263 199 294 Adjusted Hourly Volume 19 58 90 215 0 26 56 337 0 263 199 294 Utilization Factor 0.01 0.03 0.05 0.06 0.00 0.01 0.03 0.17 0.00 0.15 0.10 0.16 Critical Factors 0.05 0.06 0.17 0.15 ICURatio = 0.53 LOS= A Turning Movements at Intersection of : Avenida Encinas and Palomar Airport Road Time : 7:45 AM to 8:45 AM North Approach Avenida Encinas Date: 07/10/07 Day : Tuesday 650 Total Name : Leanne, Newera 241 409 Subtotals 1 Sub-26 62 153 Sub- -To~ _ totals J + L. totals Totals w E e 244 _j-L a s 637 0 56 294 s t 393 289 ----+ t ~ 199 756 t 48 7 r 263 0 1287 A North A p 531 p p ~ t i p r r 19 58 90 Palomar Airport Road 0 Subtotals 373 167 Total 540 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. ' Avenida Encinas at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Aeer (NB) 4:45 PM to 5:45 PM Left Tom~ Lane Inside I Config -(left) 2 1-- urations 3 I 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1800 2000 1800 Are the North/South phases split (YIN)? y Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 48 84 333 Adjusted Hourly Volume 48 84 333 Utilization Factor 0.03 0.04 0.19 Critical Factors 0.19 ICU Ratio = 0.70 LOS= Turning Movements at Intersection of: Time : 4:45 PM to 5:45 PM Date: 07/10/07 Day : Tuesday Name : Leanne, Newera Sub- To~ totals w e 585 s 980 0 39 t 395 314 42 A p p r Subtotals Total North Annr (SB) · WestAnnr (EB) East AEfJ!: (WB) Left Thru Right Left Thru ~ Left Thru ~ I . I I I I I I I 2 0 I I 1 0 I 3600 0 1800 1800 2000 0 1800 2000 1800 320 82 57 39 314 42 220 480 238 402 0 57 39 356 0 220 480 238 0.11 0.00 0.03 0.02 0.18 0.00 0.12 0.24 0.13 0.11 0.18 0.12 i3 Avenida Encinas and Palomar Airport Road North Approach 459 57 82 J t _j _.. t 7 North +i t 48 84 0 343 465 808 South Approach 821 1 320 L. r 333 Avenida Encinas 362 L 238 .._ 480 r 220 Total Subtotals Sub- totals Totals 938 1 1905 967 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 21 Intersection Location: Palomar Airport Road & Paseo Del Norte Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page I of3 City : Carlsbad Intersection of: N/S Street : Paseo Del Norte File : 2007 Int #21 E/W Street : Palomar Airport Road Data Collected by : Jason, David, Steve. Count Date : Day : Tuesday Traffic Control : Signalized 07/10/07 Weather: Sunny South Annroach (NB) North A--roach ISB\ West Annroach ""B\ East A--roach IWB\ 15 min Total End of 15 min. prd. Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Vehicles Peds 6:15AM 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. ijr, Vol. 7:30AM Peak 8:30AM Hour 3:45 PM ,4:00PM 4:15 PM 4:30PM 4:45PM 5:00 PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour 17 28 29 33 38 32 39 49 39 41 41 35 49 168 50 54 56 50 51 44 62 48 54 44 70 41 70 208 0 8 8 p 0 7 12 0 0 5 10 0 0 15 22 2 0 24 16 0 0 17 23 I 0 15 21 0 0 20 41 0 0 25 30 0 0 20 45 I 0 21 25 0 0 29 21 0 0 29 45 2 0 80 137 I. Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 25 35 2 0 29 28 4 0 31 21 3 0 27 33 0 0 29 28 4 0 24 3~ 0 0 24 42 0 0 23 43 4 0 30 31 I 0 26 38 10 0 25 29 I 0 27 28 2 0 31 43 10 0 IOI 154 5 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 2 10 9 17 21 21 31 23 35 35 47 39 47 124 59 42 49 66 54 42 76 77 56 58 ~7 48 77 251 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........ 4183 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5549 10 2 7 2 6 11 8 8 12 18 12 22 13 22 50 30 28 38 35 23 32 30 51 31 30 27 26 51 144 10 0 14 8 0 9 11 0 26 14 I 33 17 0 32 20 0 46 13 I 41 18 I 48 27 I 110 21 I 49 14 0 49 38 I 52 38 I 110 79 4 248 Peak Hr. Factor 74 0 62 85 1 69 76 0 70 71 3 65 67 3 73 56 0 93 66 3 60 84 I 86 75 0 86 59 0 68 53 1 65 65 2 66 85 3 93 281 4 325 Peak Hr. Factor 0 192 4 1 4 0 153 8 0 422 I 0 264 0 0 4 4 135 15 0 503 0 0 322 4 I 4 I 167 21 0 611 I 1 422 2 2 15 I 148 24 0 753 5 1 350 11 2 5 3 183 30 I 742 3 I 516 21 0 11 I 166 31 0 914 I 0 547 23 0 15 5 193 39 I 990 2 I 623 28 0 10 4 174 53 0 1104 I 0 507 38 0 19 3 125 32 0 1008 I 0 566 42 0 18 5 191 36 0 1081 2 I 458 29 0 13 4 210 30 0 964 0 I 479 28 0 13 0 183 40 0 971 I r 623 42 2 19 5 210 53 I 1104 5 r 2243 131 0 62 17 683 160 I 4183 6 --0.95 I 273 43 1 27 5 419 56 I 1159 4 4 272 45 I 43 10 424 71 4 1204 10 3 297 48 0 29 10 442 47 0 1217 3 3 272 44 0 24 7 450 55 0 1202 3 3 275 32 I 41 9 449 60 I 1194 9 5 278 50 1 · 96 6 452 62 0 1278 I 6 286 45 0 43 9 544 78 0 1371 3 3 313 39 0 .46 7 549 54 0 1423 5 5 324 42 0 63 9 580 91 0 1477 1 2 293 51 0 43 8 475 67 0 1262 10 I 215 39 0 34 10 461 68 6 1164 2 5 222 41 0 52 5 392 57 0 1075 4 6 324 51 I 96 10 580 91 4 1477 10 19 1201 176 I 248 31 2125 285 0 5549 10 --. 0.94 -. Paseo Del Norte. at Palomar Airport Road Lane Configuration for Intersection Capaci_ty Utilization Page 3 of1 Pk. Hr. Time Period : South A22r (NB) North A r SB West A r B EastA r 4:45 PM to 5:45PM Left Thru Right Left Thru ~ Left Thru ~ Left Thru ~ Lane Inside I I Config-(left) 2 l orations 3 I 4 I I" I 5 1 I 6 1 Outside 7 Free-flow Lane Settings 2 2 0 2 2 0 2 3 0 2 3 I Capacity 3600 4000 0 3600 4000 0 3600 6000 0 3600 6000 1800 Are the North/South phases split (:{M)? N Are the East/West phases split (Y M)? N Efficiency Lost Factor 0.10 Hourly Volume 208 101 154 251 144 281 344 1201 176 279 2125 285 Adjusted Hourly Volume 208 255 0 251 425 0 3!14 1377 0 279 2125 285 Utilization Factor 0.06 0.06 0.00 0.07 0.11 0.00 0.10 0.23 0.00 0.08 0.35 0.16 Critical Factors 0.06 0.11 0.10 0.35 ICU Ratio = 0.72 LOS= C Turning Movements at Intersection of: Paseo Del Norte and Palomar Airport Road w e s t A p p r Time : 4:45 PM to 5:45 PM North Approach Date : 07 /10/07 Day : Tuesday Name : Jason, David, Steve 676 Sub- To~ totals 2633 4354 19 344 281 J _j- 144 + 1721 120 I ________. t Subtotals Total 176 7 568 North t 208 IOI 0 463 1031 South Approach 1387 0 251 L. r 154 Paseo Del Norte 711 L 285 ·,!I 2125 r 279 Total Subtotals Sub- totals Totals 2689 31 4326 1637 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ,' ! . " • -· j ' I .-.,,' ·. ,., :, ' , ', . I ,• ' . ., . -;,~"' ,''> . .-:~ ·,: , ' .-: ' ·_: 'J _j CITY OF CARLSBAD , TRAFFIC MONITORING PROGRAM SUMMER2007 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-Di~iSion · RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Annada Drive/Costco Entrance EIW Street : Palomar Airport Road Count Date : Day : Thursday 07/26/07 Weather: Sunny File : 2007 Int #22 .Data Collected by : David, Lance 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 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max, 15 min. Pk. Hr. Vol. 7.30AM Peak 8:30AM Hour 3:45 PM 4:00 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. 4.30 PM Peak 5:30PM Hour Left IO 14 10 18 17 17 20 22 12 14 23 22 23 68 78 79 53 64 71 61 70 71 89 85 86 57 89 273 U-Tm Thm Right Feds Left U-Tm 0 I 5 I I 0 0 0 8 0 3 0 0 2 11 0 I 0 0 2 11 0 8 0 0 4 11 0 I 0 0 4 21 0 4 I 0 2 19 0 10 0 0 6 19 1 16 0 0 2 18 0 13 0 0 3 18 0 10 0 0 2 19 0 17 0 0 4 20, 0 18 0 0 6 21 I 18 I 0 13 74 I 49 0 Intersection Traffic m Pk. Hr. -3821 Intersection Pdstms in Pk. Hr. 4 0 9 66 0 40 I 0 10 57 3 65 0 0 7 54 0 47 0 0 9 57 0 68 0 0 9 66 0 51 0 0 9 59 0 64 0 0 14 58 0 76 0 0 17 48 I ' 53 I 0 14 53 0 40 0 0 18 64 5 42 . I 0 9 60 0 25 0 0 9 37 0 27 0 0 18 66 5 76 I 0 49 231 I 244 I Intersection Traffic m Pk. Hr. -4 763 Intersection Pdstrns in Pk. Hr. 3 Thru Rioht Peds Left U-Tm Thm Rivht Peds 3 3 1 7 1 211 11 0 2 2 0 11 2 248 13 0 6 4 0 13 2 279 13 0 5 6 I 29 2 429 22 0 0 4 0 19 2 351 18 0 4 7 0 19 2 444 23 I 4 7 0 34 4 549 24 0 6 7 0 44 4 637 28 I 4 8 0 36 I ·551 22 0 4 6 I 47 5 441 19 0 2 9 2 34 8 515 23 0 5 12 0 33 4 446 22 0 6 12 2 47 8 637 28 I 18 28 I 161 14 2178 93 1 Peak Hr. Factor 0.88 12 24 0 19· 5 290 29 0 17 34 0 18 11 287 29 0 14 43 0 17 8 276 19 0 12 31 0 26 11 262 22 0 14 30 0 18 8 328 22 0 12 43 0 16 13 288 23 0 16 79 0 30 12 355 27 0 8 48 0 20 8 305 28 0 10 33 0 28 14 312 25 0 18 30 0 25 9 264 30 5 15 25 0 24 IO 212 25 I 11 32 0 19 14 250 23 0 18 79 0 30 14 355 30 5 50 200 0 84 41 1276 100 0 Peak Hr. Factor 0.92 East Annroach lWR\ Left U-Tm Thro Right 4 0 153 11 6 0 174 16 7 0 175 34 9 0 182 48 3 0 207 28 15 0 190 40 14 0 224 40 5 0 213 74 4 0 222 41 17 I 231 39 15 0 209 32 14 0 201 33 17 I 231 74 40 I 890 194 46 0 343 19 35 0 341 27 43 0 400 11 38 I 446 23 53 2 456 25 38 0 453 29 32 1 494 28 64 0 522 17 45 0 430 23 49 2 383 26 56 0 375 17 47 0 319 9 64 2 522 29 187 3 1925 99 Page I of3 15 min Total Peds Vehicles Peds - I 421 3 0 499 0 0 557 0 I 771 2 0 665 0 0 791 1 0 951 0 I 1081 3 0 934 0 0 855 I 0 908 2 0 834 0 I 1081 3 I 3821 4 0 981 0 0 1010 3 0 992 0 0 1070 0 2 1153 2 0 1108 0 0 1292 0 0 1210 I 0 1116 0 0 1046 10 0 939 I 0 854 0 2 1292 10 2 4763 3 ( ' / Armada Drive/Costco-Entrance 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 1 3600 2000 Are the North/South phases split (YIN)? Aie the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 273 49 Adjusted Hourly Volume 273 280 Utilization Factor 0.08 0.14 Critical Factors 0.14 ICU Ratio = 0.66 0 0 N N 231 0 0.00 LOS= North Annr /SB) 2 1 3600 2000 1800 245 50 200 245 50 200 0.07 0.03 0.1 I 0.07 B West Annr f1'B) 1 2 3 1 1 3 1 3600 6000 1800 1800 6000 ·1800 125 1276 100 190 1925 99 125 1276 100 190 1925 99 0,03 0.21 0.06 0.11 0.32 0.06 0.03 0.32 Turning Movements at Intersection of : Armada Drive/Costco Entrance and Palomar Airport Road w e s t A p p r Time: 4:30 PM to 5:30 PM Date : 07 /26/07 Day : Thursday Name : David, Lance Sub - To~ totals 2439 3940 41 1501 North Approach 200 ~ ~ 125 1276---+ 100 7 273 0 Subtotals Total 337 890 4!15 50 t i North t 49 553 728 1 245 ~ r 231 Armada Drive/Costco Entrance 233 L 99 ~ 1925 + 190 3 Total Subtotals Sub- ~ 2214 1754 Palomar Airport Road Totals 3968 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 SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 23 Intersection Location: Palomar Airport Road & Contents: Hidden Valley Roadffhe Crossings Drive 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 : Hidden Valley Road/The Crossings Drive E/W Street : Palomar Airport Road Count Date: 07/26/07 Day : Thnrsday Weather : · Sunny File : 2007 Int #23 Data Collected by : Steve, Trinidad Traffic Control : Signalized South Annroai:h /NB) North Annroach (SB) WeslA""roachlEB) End ofl5 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 8:30 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45 PM • 5:00PM • 5:15 PM • 5:30PM * 5:45PM 6:00PM 6:15 PM 6:30 PM Max. 15min. Pk. Hr. Vol. 4:30 PM Peak 5:30 PM Hour Left 8 4 8 8 15 13 9 13 12 16 12 14 16 50 II 19 18 24 30 28 37 16 20 24 21 30 37 Ill U-Tm Thru. Rioht Peds Left U-Tm 0 0 2 1 I 0 0 0 2 0 i 0 0 0 4 0 2 0 0 0 7 0 I 0 0 I 9 0 6 0 0 4 14 I 4 0 0 I 13 2 5 0 0 16 14 0 3 0 0 I 15 0 6 0 0 2 17 0 '6 0 0 I 17 0 5 0 0 4 25 0 10 0 0 16 25 2 10 0 0 20 59 2 20 0 Intersectmn Traffic m Pk. Ht. -3776 Intersection Pdstrns in Pk. Hr. 3 0 -2 16 0 II I 0 I 10 0 13 0 0 0 8 0 26 0 0 0 11 0 13 0 0 0 20 0 17 0 0 0 13 0 13 0 0 0 16 0 8 0 0 2 14 0 11 0 ' 0 0 17 0 8 0 0 0 7 0 4 0 0 0 7 0 .6 0 0 I 12 0 6 0 0 2 20 0 26 I 0 2 63 0 49 0 Intersection Traffic m Pk. Hr. -4151 Intersection Pdstrns in Pk. Hr. 2 Thru Rioht Peds Left U-Tm Thru Rioht Peds 0 3 0 33 0 176 I 0 0 3 0 39 0 230 4 I 0 4 I 27 0 265 2 0 0 0 0 24 0 420 13 0 0 5 0 19 0 352 5 0 0 3 4 15 0 480 8 0 0 6 1 23 I 556 12 0 I 2 0 15 I 682 25 0 0 8 0 18 0 551 27 0 0 8 0 19 0 455 32 0 0 8 0 19 3 491 32 0 I 9 0 · 30 0 475 25 0 I 9 4 39 3 682 32 I I 24 I 75 2 2244 96 0 Peak Hr. Factor I 16 0 6 2 380 23 0 I 10 0 7 I 355 16 0 4 19 0 II 0 360 23 0 I 21 0 23 2 310 33 0 0 21 2 8 I 429 11 0 I 19 0 2 I 389 15 0 -2 17 0 6 2 374 37 0 I 15 0 6 2 320 23 0 4 14 ·o 6 0 376 28 0 0 12 0 I 2 354 26 0 I 9 0 0 I 267 33 0 0 8 I 5 I 258 18 0 4 21 2 23 2 <129 37 0 4 72 2 22 6 1512 86 0 Peak Hr. Factor East Annroach IWB) Left· U-Tm Thru Rioht 0 0 161 6 0 0 188 12 I 0 215 19 8 0 232 16 3 0 250 13 I 0 222 15 8 1 267 18 9 0 283 14 12 0 268 18 9 0 265 13 16 0 257 14 12 I 280 16 16 I 283 19 38 I 1083 63. 6 ·o 373 5 12 2 375 8 9 0 443 5 13 I 471 7 18 0 496 6 19 0 518 7 57 0 546 2 15 .I 535 4 16 I 452 4 18 0 396 · 2 7 0 429 2 18 0 352 2 57 2 546 8 109 I 2095 19 Page I of3 15 min Total Peds ~ehicles Peds I 391 2 0 483 I I 547 2 0 729 0 0 678 0 0 779 5 0 920 3 0 1078 0 0 936 0 0 842 0 0 875 0 0 902 0 I 1078 5 0 3776 3 0 853 0 0 830 0 I 926 I 0 930 0 0 1057 2 0 1025 0 0 1104 0 0 965 0 0 946 0 0 846 0 0 783 0 0 711 I I 1104 2 0 4151 2 Hidden Valley Road/The Crossings Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Aeer !NB) 4:30PM to 5:30PM Left Thru Lane Inside I I Config-(left) 2 I urations 3 4 5 6 Outside 7 Free-flow Lane Settings I I Capacity 1800 2000 Are.the North/South phases split (YIN)? · Are the East/West phases split (Y Af)? Efficiency Lost Factor 0.10 Hourly Volume 111 2 Adjusted Hourly Volume 111 65 . Utilization Factor 0.06 0.03 Critical Factors 0.06 ICU Ratio = 0.57 Riehl I 0 0 N N 63 0 0.00 LOS= North Annr (SB) ' Left Thru Right I I I I I I 1800 2000 1800 49 4· 72 49 4 72 0.03 0.00 0.04 0.04 A West Annr !EB1 East Annr /WB) Left Thru Right Left Thru Right I I I I I I I I I I I 3 I I 3 0 1800 6000 1800 1800 6000 0 28 1512 86 110 2095 19 28 1512 86 110 2114 0 0.02 0.25 0.05 0.06 0.35 0.00 0.02 0.35 Turning Movements at Intersection of: Hidden Valley Road/fhe Crossings Drive and Palomar Airport Road w e s t A p p r TiDJe : 4:30 PM to 5:30 PM Date : 07 /26/07 Day : Thursday Name : Steve, Trinidad Sub- To~ totals 2284 3910 6 1626. Subtotals Total North Approach _j 28 1512-+ 86 199 72 J Ill 0 375 South Approach 125 4 + i North t 2 176 168 0 49 L. r 63 \ Hidden Valley Road/fhe Crossings Drive 43 L 19 ~ 2095 r 110 1 Total Subtotals Sub - totals 2224 1625 Palomar Airport Road Totals 3849 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 24 Intersection Location: Palomar Airport Road & College Boulevard/ A viara Parkway Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation DiVision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: CollegeBoulevard/AviaraParkway E/W Street : Palomar Airport Road Count Date: 07/26/07 Day : Thursday Weather : Sunny File : 2007 Int #24 Data Collected by : Raul, Alfonso Traffic Control : Signalized South Annroach (NB) North A nnroach ISB1 West A nnroach IEB\ Endofl5 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. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30PM 4:45 PM • 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. 4:30 PM Peak 5:30 PM Hour Left 8 16 14 37 32 31 59 59 51 28 40 39 59 197 49 26 36 42 40 33 35 33 28 :i2 29 34 49 141 U-Tm Thru Right Peds Left U-Tm 0 14 10 0 I 0 0 14 24 0 5 0 0 22 19 0 15 0 0 42 37 I 8 I 0 52 24 0 8 0 0 83 37 0 9 0 0 llO 72 0 25 0 ·o 144 114 0 15 0 0 143 66 0 26 0 0 105 45 0 17 0 0 96 53. 0 14 0 0 100 54 0 10 0 0 144 114 1 26 1 0 502 297 0 83 0 Intersection Traffic 111 Pk. Hr. = 4393 Intersection Pdstms in Pk. Hr. I 0 22 13 0 19 0 0 24 26 0 13 0 0 17 27 0 24 0 ·O 20 32 0 18 0 0 35 28 I 15 0 0 33 30 0 15 0 0 27 30 0 22 0 0 31 16 0 22 0 0 24 16 0 13 0 0 30 15 0 7 0 0 13 15 0 1i 0 I 17 14 0 5 0 I 35 32 I i4 0 0 126 104 · I 74 0 Intersection Traffic m Pk. Hr. = 4977 Intersection Pdstms in Pk. Hr. 1 Thru Rioh( Peds Left U-Tm Thru Riehl Peds 3 11 I 44 0 128 7 0 2 20 0 46 0 159 19 0 12 15 0 36 0 192 10 0 13 23 0 95 I 309 19 0 15 29 0 95 2 195 11 0 22 42 0 119 0 342 15 0 23 33 I 116 I 326 22 0 24 18 0 166 I 389 24 0 49 36 0 124 0 313 40 0 24 23 0 152 0 302 25 0 26 25 0 95 o' 219 11 0 23 35 0 136 I 306 20 0 49 42 1 166 2 389 40 0 120 110 1 558 2 1330 Ill 0 Peak Hr. Factor 0.90 45 70 0 36 I 201 44 0 48 71 0 33 0 275 75 0 69 86 0 41 0 240 89 0 61 89 0 30 3 241 67 0 81 116 0 32 0 344 88 0 83 I 13 0 36 0 287 99 0 123 135 0 35 0 315 83 0 126 148 0 27 I 282 88 0 90 124 0 33 0 285 80 0 78 86 0 38 0 256 65 0 62 100 . 0 22 0 225 50 0 42 93 0 24 0 181 65 0 126 148 0 41 3 344 99 0 413 512 0 130 I 1228 358 0 Peak Hr. Factor 0.95 East Annroach IWB) Left U-Tm Thru Riehl 5 0 136 3 10 0 191 4 19 0 227 8 17 0 201 10 20 0 213 10 21 0 183 11 50 0 256 22 34 0 214 19 33 0 197 20 38 2 181 17 23 I. 205 18 31 I 198 14 50 2 256 22 155 2 848 78 23 0 288 38 27 I 289 21 43 0 320 25 38 0 378 24 52 I 379 18 63 0 376 18 62 0 412 29 56 0 401 23 49 2 379 10 62 0 305 18 59 0 377 11 53 I 264 11 63 2 412 38 233 I 1568 88 Page I of3 15 min Total Peds Vehicles Peds 0 370 I 2 510 2 0 589 0 0 813 I 0 706 0 0 915 0 0 1115 I 0 -1221 0 0 1098 0 0 959 0 0 826 0 0 968 0 2 1221 2 0 4393 I 0 849 0 0 929 0 0 1017 0 0 1043 0 0 1229 I 0 1186 0 0 1308 0 0 1254 0 0 1133 0 0 992 0 0 975 0 0 805 0 0 1308 I 0 4977 I ' ' Colleg-e Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South A22r (NB) . North Annr !SB) West AnnrrRB) East Annr /WB) 7:30AM to 8:30AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside I I I I I Config -(left) 2 I I I I I urations 3 I I I 1 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 2 2 1 1 0 2 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 0 3600 3600 6000 1800 3600 6000 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 197 502 297 83 120 110 560 1330 lJl 157 848 78 Adjusted Hourly Volume 197 502 297 83 0 230 560 1330 Jl l 157 848 78 Utilization Factor 0.05 0.13 0.17 0.05 0.00 0.06 0.16 0.22 0.06 0.04 0.14 0.04 Criiical Factors 0.17 0.05 0.16 0.14 ICU Ratio = 0.62 LOS= B Turning Movements at Intersection of : College Boulevard/Aviara Parkway and Palomar Airport Road Time: 7:30 AM to 8:30 AM Date : 07 /26/07 Day : Thursday Name : Rauf, Alfonso Sub - To~ totals North Approach 313 llO 120 + College Boulevard/Aviara Parkway 1451 Total 1138 Subtotals 0 83 Sub - L. totals Totals E w e s t Jl57 J _t L ,a A p p r 3158 2 560 1330----+ 2001 Subtotals Total Ill 7 386 i 197 0 1382 t NorL'1- t 502 996 South Approach r 297 78 +-848 r 157 1083 2 2795 1712 Palomar Airport Road Note : Left-tum volumes include U-turns. U-turns in bold. s t A p p r College Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization !'age 3.of 3 Pk. Hr. Time Period : South Aeer (NB) North Annr /SB) West Annr /EB) East Annr /WB) 4:30 PM to 5:30 PM ~ Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside I I 1 Config -(left) 2 1 1 urations 3 1 4 5 6 1 Outside 7 Free-flow Lane Settings 2 2 I 1 0 2 2 3 1 2 3 1 Capacity 3600 4000 1800 1800 0 3600 3600 6000 1800 3600 6000 1800 Are the North/South phases split (YIN)? __ N Are the East/West phases split (Y /N)? N Efficiency Lost Factor 0.10 Hourly Volume 141 126 104 74 413 512 131 1228 358 234 1568 88 Adjusted Hourly Volume 141 126 104 74 0 925 131 1228 358 234 1568 88 Utilization Factor 0.04 O.Q3 0.06 0.04 0.00 0.26 0.04 0.20 0.20 0.07 0.26 0.05 Critical Factors 0.04 0.26 0.04 0.26 ICU Ratio = 0.70 LOS= B 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 /26/07 Day : Thursday Name : Raul, Alfonso Sub- Totals totals 2222 3939 1 131 North Approach 512 J _t 999 413 + 1717 1228 _.,_ t Subtotals Total 358 North 1004 141 0 1375 South Approach t 126 371 1343 0 74 ~ r 104 College Boulevard/Aviara Parkway 344 L 88 ..,__ 1568 r 234 1 Total Subtotals Sub- totals 1890 1407 Totals 3297 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ( I ' ,, ! ' ,, ' • r' ,,, ' ' ' '• ' ' .:~' " ' ' ,. ,:· ,1 .. ' ·: ' ' . t,. ' ",, a ~ • rl ··•~,., ;\·ii CITY Of CARLSBAD '' ' TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 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 o"ivision (·--\ v" \ -·~ ( \ RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Camino Vida Roble E/W Street : Palomar Airport Road Count Date: 07/11/07 End of15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45 AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM • 5:00PM • 5:15 PM • 5:30PM • 5:45 PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:30PM Peak 5:30PM Hour Day : Wednesday Weather: Sunny South Annroach (NB) Left U-Tm Thru Riaht Peds 12 9 12 18 16 23 22 35 21 36 26 28 36 114 63 47 71 58 78 56 128 94 54 74 69 64 128 356 0 5 4 0 0 3 4 2 0 5 6 0 0 14 3 I 0 5 5 0 0 14 4 0 0 23 4 0 0 26 18 0 0 17 6 0 0 17 I 0 0 16 8 0 0 21 2 0 0 26 18 2 0 83 29 0 Intersection Traffic in Pk. Hr. Intersection Pd~trns jn E,k .. Hr. 0 6 31 0 0 4 15 0 0 9 31 0 0 4 26 0 0 3 35 0 0 4 25 0 0 3 30 0 0 2 22 0 0 2 25 I 0 5 17 0 0 6 24 0 0 0 19 0 0 9 35 I 0 12 112 0 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. File : 2007 Int #25 Data Collected by : Jason, Rob Traffic Control : Signalized North Annroach ISB\ West Annroach rnB) Left U-Tm Thro Riaht Peds Left U-Tm Thru Riehl Peds 3 0 4 10 8 16 6 12 7 13 7 9 16 38 28 32 60 37 84 36 52 34 30 35 38 20 84 206 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ----3172 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3465 0 I 0 I 3 2 5 4 4 5 0 10 · 6 10 13 10 15 14 8 28 16 32 20 21 17 18 8 32 96 I 0 2 2 2 0 I 0 2 0 4 0 2 0 2 0 9 0 4 0 6 0 5 0 9 2 17 0 Peak Hr. Factor 17 0 9 0 12 I 20 0 24 0 22 0 34 0 23 0 19 0 15 0 14 0 14 0 34 I 103 0 Peak Hr. Factor 5 0 94 20 0 4 0 128 25 0 3 0 166 28 I 11 0 210 58 0 11 0 183 39 () 18 0 216 40 0 24 0 295 73 0 25 0 317 73 0 34 0 314 73 I 22 0 239 85 0 28 0 222 75 0 26 0 209 63 0 34 O· 317 85 1 105 0 1165 304 1 --·-0.94 10 0 246 50 0 7 0 258 46 0 15 0 247 40 0 8 I 268 37 0 6 0 263 40 0 7 0 244 37 0 46 I 255 40 0 3 I 306 50 0 I 0 253 48 0 2 I 262 41 I 5 0 210 32 I 4 0 172 26 0 46 I 306 50 I 62 2 1068 167 0 ... 0.89 Page I of3 East A --roach nua, 15 min Total Left U-Tm Thru Riaht Peds Vehicles Peds 18 10 146 24 0 343 0 27 11 168 32 0 413 4 11 2 198 30 2 468 3 31 2 204 50 0 615 I 25 I 256 48 0 601 0 21 2 220 67 0 650 0 27 11 219 52 I 762 1 66 3 207 52 0 840 0 33 6 243 78 0 846 I 40 3 217 47 2 724 2 29 2 194 60 0 683 0 32 6 165 44. o· 616 0 66 11 256 78 2 846 4 166 23 886 229 3 3172 4 13 3 261 8 0 746 0 16 3 235 14 0 701 0 13 4 210 8 0 734 I 13 5 264 13 0 762 0 14 0 217 14 0 806 · 0 31 2 295 14 0 789 0 20 I 323 5 0 970 0 16 I 315 13 0 900 0 18 I 236 5 0 713 I 19 I 235 6 0 730 1 23 0 210 2 0 651 I 12 0 216 2 0 557 0 31 5 323 14 0 970 I 81 4 1150 46 0 3465 0 '. •• > ~ ·.; ' ' ' ., ''' ! ''' '·, 'J; ', .. ' '" 'i ' -' ' { •,' ~ :-·.'. .... ·-•·'•·• CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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, 11)NGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Yarrow Drive Count Date: 07/11/07 E/W Street : Palomar Airport Road Day : Wednesday Weather: Sunny File : 2007 lnt #26 Data Collected by : Dayid, Trinidad Traffic Control : Signalized South Annroach /NB) North Annroach /SB) WestAnnroach/EB) End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.30 AM Peale 8:30AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45 PM .. 6:00PM • 6:15PM 6:30PM Max. 15min. Pk. Hr. Vol. 5.00 PM Peale 6:00PM Hour Left 4 5 4 6 0 3 6 5 6 8 9 7 9 25 20 29 25 18 35 40 63 40 27 21 22 18 63 151 U-Tm Thru Ri•ht Peds Left U-Tm Thru 0 0 5 0 3 0 2 0 0 4 0 3 0 0 1 1 3 0 1 0 0 0 4 7 0 4 0 1 0 0 2 0 0 0 2 0 4 4 1 3 0 1 0 4 5 0 5 0 0 0 3 8 0 I 0 0 0 I 8 0 7 0 3 0 2 13 0 8 0 1 0 3 4 0 5 0 2 0 2 6 0 7 0 2 1 4 13 1 8 0 3 0 10 34 0 21 0 4 Intersection Traffic m Pk. Hr. -2850 Intersection Pdstrns in Pk. Hr. 2 0 I 45 0 16 1 2 0 0 32 0 12 0 2 0 3 54 1 12 0 5 0 I 39 I 14 0 1 0 4 42 0 14 0 10 1 9 30 0 7 0 14 0 9 43 1 5 0 10 0 5 32 1 II 0 10 0 3 28 0 6 0 2 0 2 29 0 12 0 6 0 2 33 0 20 0 5 0 2 27 0 8 0 I 1 9 54 1 20 1 14 0 19 132 2 34 0 28 Intersection Traffic m Pk. Hr. -2950 Intersection Pdstms in Pk. Hr. 5 Ri2ht Peds Left U-Tm Thru Ri•ht Peds Left 1 0 5 0 78 19 0 54 1 0 3 0 107 22 0 56 1 0 6 1 158 16 0 41 I 0 13 I 182 29 0 43 5 0 9 0 161 20 0 46 1 1 4 0 213 35 1 65 4 0 6 0 245 34 0 57 I 0 12 2 307 38 0 70 5 1 15 1 223 38 0 71 7 0 9 0 252 34 0 43 2 0 6 2 173 35 0 58 4 1 13 o. 228 22 0 41 7 1 15 2· 307 38 1 71 17 I 42 3 1027 144 0 241 Peale Hr. Factor 0.89 8 0 9 1 321 14 0 24 9 0 8 0 302 15 2 23 9 0 9 2 348 12 0 9 14 0 6 1 314 7 0 18 7 0 8 1 301 24 0 18 16 0 10 14 174 45 0 12 18 0 11 19 232 76 0 14 10 0 11 7 473 44 1 9 II 0 7 2 340 9 0 13 . 5 0 10 1 313 7 0 14 6 0 5 3 264 4 0 8 4 0 2 I 215 0 0 2 18 0 11 19 473 76 2 24 44 0 39 29 1358 136 1 50 Peale Hr. Factor 0.82 East Annroach IWB) U-Tm Thru Ri2ht 2 184 10 0 228 6 I 234 II 2 294 13 0 278 II 2 281 17 1 284 10 0 327 26 2 309 15 5 284 19 5 264 17 3 229 18 5 327 26 8 1204 70 7 243 8 4 236 7 2 190 12 6 248 8 2 235 2 0 227 6 4 223 5 I 244 5 1 240 3 4 197 3 3 194 2 0 188 6 7 248 12 10 904 16 \ ) Page I of3 15 min Total Peds Vehicles Peds 0 367 0 0 435 0 0 479 0 0 600 0 0 534 0 0 633 3 0 661 0 0 800 0 0 704 1 1 685 1 0 585 0 0 582 1 1 800 3 1 2850 2 0 720 0 0 679 2 0 692 1 1 695 2 0 703 0 0 605 0 1 732 2 1 902 3 0 692 0. 0 624 0 0 571 0 0 474 0 1 902 3 2 2950 5 .i " , • 'I; ' ,, ,, • "w • , .. ' • ,1, . ' , /.,,,, ' •. :1•' ' , . " .L .... • .. •] CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMM.ER 2007 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 and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation Division · RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Fuerte Street File : 2007 Int #27 E/W Street : Palomar Airport Road . Data Collected by : Steve, Dolores Count Date : Day : Wednesday Traffic Control : Signalized 07/11/07 Weather: Sunny South Annroach lNB) North A--roach fSBI WestAnnroach"'•Bl 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. 7:30 AM Peak 8:30AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 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 6:00PM Hour Left 5 9 5 17 16 27 19 26 18 12 20 22 27 75 17 12 12 12 9 18 12 4 I 15 7 10 18 32 U-Tm Thm Ri"'t Peds Left U-Tm 0 3 3 0 11 0 0 4 6 1 6 0 0 3 3 0 11 0 0 9 5 0 6 0 0 12 5 0 10 0 0 14 10 0 13 0 .0 15 14 0 IQ 0 0 27 9 0 11 0 0 34 13 0 13 0 0 12 7 0 16 0 0 12 17 0 15 0 0 11 17 0 14 0 I' 0 34 17 1 16 0 0 88 43 0 50 0 Intersect1on Traffic m Pk. Hr. = 4765 Intersection Pdstms in Pk. Hr. 6 • 0 2 35 0 0 3 18 0 0 I 16 0 0 0 29 0 0 0 38 0 0 3 50 0 0 4 52 0 0 0 35 0 0 I 23 0 0 0 12 0 0 0 18 0 0 4 9 0 0 4 52 0 0 5 122 0 " Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 72 33 116 37 83 54 145 89 76 52 51 27 145 362 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4730 5 Thru Ri"ht Peds Left U-Tm Thm Ri•ht Peds 0 5 I 19 0 84 8 1 1 2 0 15 0 120 5 0 0 2 0 23 1 174 7 0 4 8 0 58 0 181 9 0 2 3 0 24 5 175 6 0 1 2 0 28 0 253 3 0 0 4 0 46 1 242 5 0 I 2 0 86 2 267 6 2 3 10 1 71 0 262 10 3 3 2 0 32 0 218 6 0 2 2 0 37 0 217 6 1 2 2 0 24 1 263 3 0 4 10 1 86 5 267 10 3 7 18 1 235 3 989 27 5 Peak Hr. Factor 0.93 7 28 0 3 0 574 7 0 4 15 0 9 0 560 12 1 14' 24 0 5 1 545 7 0 4 15 0 2 0 387 4 0 13 14 1 3 0 382 7 I 8 16 2 3 0 331 4 0 19 47 0 2 0 528 6 0 25 23 0 3 3 640 13 0 27 20 I 2 4 665 12 2 17 11 1 2 0 679 14 0 13 14 0 0 2 556 18 I 15 16 0 4 2 463 19 0 27 47 2 9 4 679 19 2 88 101 2 9 7 2512 45 2 Peak Hr. Factor 0.95 East A--roach fWB\ Left U,Tm Thm Ri"ht 13 0 349 21 21 3 448 24 28 1 552 35 38 5 642 56 18 3 624 54 22 2 621 74 17 I 744 42 23 1 756 59 15 2 685 68 15 5 755 42 15 4 536 28 11 2 523 19 38 5 756 74 70 9 2940 211 22 10 303 10 12 3 324 9 16 8 327 6 12 2 313 6 15 6 382 3 19 8 290 8 17 7 342 8 14 3 384 5 19 6 332 1 18 5 283 2 16 8 255 3 16 2 230 2 22 10 384 10 68 21 1341 16 Page I of3 15 min Total Peds Vehicles Peds I 521 3 1 664 2 0 845 0 0 1038 0 0 957 0 0 1070 0 0 1160 0 0 1276 2 0 1204 4 0 1125 0 1 911 2 1 914 1 1 1276 4 0 4765 6 1 1090 1 0 1014 1 0 1098 0 0 823 0 1 955 3 0 812 2 0 1189 0 0 1241 0 1 1189 4 0 1111 1 0 961 1 0 819 0 I 1241 4 I 4730 5 El Fuerte Street at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : South Aeer (NB) 7:30AM to 8:30AM Left Thru Right Lane Inside 1 Config -(left) 2 1 urations 3 1 4 1 5 6 Outside 7 Free-flow Lane Settings 2 2 0 Capacity 3600 4000 0 Are the North/South phases split (Y M)? N Are the East/West phases split (YIN)? N Efficiency Losi Factor 0.10 Hourly Volume 75 · 88 43 Adjusted Hourly Volume 75 131 0 Utilization Factor 0.02 0.00 0.00 Critical Factors 0.02 0.00 lCURatio = 0.73 LOS= Turning Movements at Intersection of : Time: 7:30 AM to 8:30 AM Date: 07/11/07 Day : Wednesday Name : Steve, Dolores Sub- To~ totals w e 3036 s 4290 3 238 t 1254 989 27 A p p r Subtotals Total North Annr (SB) West Annr (EB) East Annr (WB) Left • Thru ~ Left Th~ Right Left Thru ...fil8!!!_ 1 1 1 1 1 2 2 0 2 3 0 1 3 0 3600 4000 0 3600 6000 0 1800 6000 0 so 7 18 238 989 27 79 2940 211 so 25 0 238 1016 0 79 3151 0 O.Dl 0.01 0.00 0.07 0.17 0.00 0.04 0.53 0.00 0.01 0.07 0.53 C El Fuerte Street and Palomar Airport Road North Approach 609 75 0 18 7 so J + ~ __j ____. t 7 North i t r 75 88 43 0 104 206 310 South Approach EJ· Fuerte Street 534 L 211 .-mo r 79 Total Subtotals Sub- totals-Totals- 3230 9 4321 1091 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ,-- El Fuerte Street _ at Palomar Airport Road Lane Configuration -for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South A22r (NB) North A nnr (S81 West Annr /RB) East Annr (WB) 5:00PM to 6:00PM Left Thru Right Left Thru Right Left Thru Right Left Thru ~ Lane Inside I I I I Config -(left) 2 I I I I urations 3 I I I I 4 I I I I I I 5 I I I I 6 Outside 7 Free-flow Lane Settings 2 2 0 2 2 0 2 3 0 I 3 0 Capacity 3600 4000 0 3600 4000 0 3600 6000 0 1800 6000 0 Are the North/South phases split (Y /N)? N Are the East/West phases split (Y /N)? N Efficiency Lost Factor 0.10 Hourly Volume 32 5 122 363 88 IOI 16 2512 45 89 1341 16 Adjusted Hourly Volume 32 127 0 363 189 0 16 2557 0 89 1357 0 Utilization Factor O.Ql O.D3 0.00 0.10 0.05 0.00 0.00 0.43 0.00 a.as 0.23 0.00 Critical Factors 0.03 0.00 0.10 '0.43 0.05 ICU Ratio = 0.71 LOS= C Turning Movements at Intersection of : El Fuerte Street and Palomar Airport Road w e s t A p p r Time : 5 :00 PM to 6:00 PM North Approach Date: 07/11/07 Day : Wednesday Name : Steve, Dolores 552 Sub-IOI 88 To~ totals J ~ 1481 _j 4054 7 16 2573 2512_.. i 45 7 North ~ t 32 5 0 Subtotals 201 159 Total 360 South Approach 583 1 363 ~ i 122 El Fuerte Street 31 L 16 ..,._ 1341 r 89 Total Subtotals Sub- totals Totals 1446 21 4463 3017 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 28 Intersection Location: Palomar Airport Road and Melrose Drive Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak.Hour ICU Analysis and 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 : Melrose Drive _ FJW Street : Palomar Airport Road Count Date : Day : Wednesday 07/11/07 Weather: Sunny South A nnroach INBl End of 15 I min. prd. Left U-Tm Thru Riehl Peds Left 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45 PM • 6:00 PM • 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5:00PM Peak 6:00PM Hour 30 36 62 39 83 101 70 · 152 82 73 100 84 152 377 41 49 57 54 47 51 41 59 62 38 39 35 62 200 I 19 11 0 0 29 5 0 0 39 21 0 o. 54 23 I 0 65 27 0 0 78 23 0 0 87 31 0 0 102 50 0 0 90 35 0 0 63 36 0 0 65 41 0 0 70 34 0 ' I 102 50 l 0 342 152 0 lntersect1on Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. l 131 31 I 0 105 24 0 0 80 22 0 0 104 17 0 0 121 19 0 0 103 26 0 0 123 30 0 0 151 27 0 0 135 31 l 0 112 23 l 0 112 16 0 0 75 14 6 . I 151 31 6 . 0 521 Ill 2 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. I 2 5 5, 6 10 7 7 7 10 13 9 13 31 11 13 12 6 13 12 19 14 9 11 8 5 19 53 File : 2007 Int #28 Data Collected by : Lance, Lotous Traffic Control : Signalized North A ""roach fSB\ WestAnnroach·ffiB) U-Tm 0 0 0 0 I 0 0 0 0 0 0 0 I 0 5656 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5805 6 Thru 56 94 125 118 119 134 171 134 113 113 94 92 171 531 65 74 59 78 IOI 82 108 117 104 77 75 69 117 406 Riehl Peds Left 156 0 38 170 0 3f 232 I 51 272 0 72 220 0 56 263 0 88 260 0 75 295 0 118 302 0 69 258 0 94 194 I 67 196 0 95 302 I 118 1115 0 356 Peak Hr. Factor 109 0 174 113 0 195 113 0 179 104 2 177 116 0 139 98 0 151 . 126 0 159 113 0 187 94 0 222 76 0 209 91 0 254 64 I 195 126 2 254 409 0 777 Peak Hr. Factor U-Tm Thru Ri•ht Peds 0 64 9 0 0 75 10 0 0 99 18 0 0 125 17 I I 111 25 0 0 146 26 0 0 162 20 0 0 192 19 0 0 150 19 2 0 178 29 o . 0 178 23 0 0 176 18 0 I 192 29 2 0 682 87 2 0.89 0 425 46 I 0 357 41 0 0 440 57 0 0 293 33 I 0 266 36 0 0 299 20 l 0 431 39 0 0 450 67 0 0 565 91 0 0 535 88 3 0 464 71 0 0 300 59 0 0 565 91 3 0 1981 285 3 0.93 East A ""roach IWB\ Left .U-Tm Thru Ri•ht 6 0 232 12 14 0 319 15 21 0 · 346· 6 19 0 504 11 19 0 393 12 23 0 397 18 20 0 470 5 24 0 494 9 24 0 420 12 25 0 468 12 27 0 365 6 15 0 270 9 27 0 504 18 93 0 1852 38 35 0 183 16 33 0 150 15 27 0 197 9 41 0 197 18 44 0 208 13 41 0 177 10 ' 50 0 195 12 47 0 222 15 51 0 183 .· 18 51 0 199 19 34 0 137 22 31 0 153 9 51 0 222 22 199 0 799 64 Page I of3 15 min Total Peds Vehicles Peds 0 635 0 0 800 0 0 1025 I I 1259 3 0 1138 0 0 1307 0 0 -1378 0 0 1596 0 0 1323 2 0 1359 0 l 1173 2 l 1068 I l 1596 3 .0 5656 2 l 1268 3 0 1169 0 0 1252 0 0 1122 · 3 0 1123 0 0 1070 I 0 1333 0 0 1469 0 l 1565 2 0 1438 4 0 1323 0 7 1009 14 7 1565 14 l 5805 6 Melrose Otive at Plifoniar Airport Road Lane Configuration for Intersection Capacity Utilization Page2of3 Pk. Hr. Time Period : South Aeer (NB) North Annr (SB) West Annr rPB) East A nnr (WB) 7:30AM to 8:30AM Left Thro Right Left Thru Right' Left Thru Right Left Thru ~ Lane Inside 1 Config -(left) 2· 1 urations 3 1 4 1 1 5 1 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 2 3 1 2 2 2 2 3 0 2 3 1 Capacity 3600 6000 1800 3600 4000 3600 3600 6000 0 3600 6000 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Effici~ncy Lost Factor 0.10 Hourly Volume 377 342 152 31 531 1115 356 682 87 93 1852 38 Adjusted Hourly Volume 377 342 152 31 531 759 356 769 0 93 1852 38 Utilization Factor 0.10 0,06 0.08 0.01 0,13 0.21 0.10 0.13 0.00 0.03 0.31 0.02 Critical Factors 0.10 0.21 0.10 0.31 ICURatio = 0.82 LOS= D Turning Movements at lntersecti~::m of : Melrose Drive and Palomar Airport Road I Time : 7:30 AM to 8:30AM North Approach Melrose Drive Date: 07/11/07 Day : Wednesday \' 2413 Total Name : Lance, Lotous 1677 736 Subtotals 0 Sub-1115 531 31 Sub- Totals totals J -t L~ totals Totals w E e 3344 _j L a s 4469 0 356 t 38 s t 1125 682 ____. +-1852 1983 t 87 7 r 93 0 2848 A North A p 865 p p ~ t r p r r 377 342 152 Palomar Airport Road 0 Subtotals 711 871 Total 1582 South Approach Note: Left-tum volumes include U-tums. U-tumS in bold. Melrose 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 Annr /PB) East Annr /WB) 5:00PM to 6:00PM ~ Thru Right Left Thru Right Left Thru · Right Left Thru Right Lane Inside I I I I I Config-(left) 2 I I I I urations 3 I I I I 4 I I I I 5 I I I I I 6 I I I Outside 7 Free-flow Lane Settings 2 3 I 2 2 2 2 3 0 2 3 I Capacity 3600 6000. 1800 3600 4000 3600 3600 6000 0 3600 6000 1800 Are the North/South phases·split (YM)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 200 521 Ill 53 406 409 777 1981 285 199 799 64 Adjusted Hourly Volume 200 521 Ill 53 406 409 777 2266 0 199 799 64 Utilization Factor 0.06 0.09 0.06 0.01 0.10 0.11 0.22 0.38 0.00 0.06 0.13 0.04 Critical Factors 0.06 0.11 0.38 0.06 ICU Ratio = 0.71 LOS= C 1 Turning Movements at Intersection of : Melrose Drive and Palomar Airport Road w e s t A p p r Time : 5 :00 PM to 6:00 PM North Approach Date: 07/11/07 Day : Wednesday Name : Lance, Lotous Sub-409 To~ totals J 1408 __t 4451 0 777 3043 198!-+ 285 7 +i 200 0 Subtotals 890 Total 1722 Melrose Drive u.;, 2230 Total 868 1362 Subtotals 0 406 53 Sub- + ~ totals L 64 t +-799 1062 r 199 0 North 2145 t r 521 Ill Palomar Airport Road 832 Totals 3207 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 SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 29 Intersection Location: Palomar Airport Road and Paseo Valindo/Eagle Drive Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak HourICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and ·Turn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division ) RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Paseo V aliodo/Eagle Drive E/W Street : Palomar Airpoit Road Count Date : • Day; Wednesday 07/l l/07 Weather: . Sunny File : 2007 Int #29 Data Collected by : Leanne, Newera 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 * 8:15AM * 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.30 AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45 PM • 6:00PM • 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5.00 PM Peak 6:00PM Hour Left 2 1 2 0 5 2 2 0 3 2 2 1 5 7 I 3 5 1 1 0 2 0 0 2 2 0 5 4 U-Tm Thru Riehl Peds Left U-Tm Thru 0 0 6 0 0 0 1 0 0 6 0 0 0 0 0 0 I! 0 1 0 1 0 0 8 1 0 0 0 0 1 19 0 I 0 0 0 1 24 0 2 0 I 0 I 20 0 3 0 0 0 0 22 I I 0 0 0 0 14 0 0 0 I 0 0 21 0 1 0 0 0 2 15 1 0 0 0 0 0 16 0 1 0 0 0 2 24 I 3 0 I 0 I 77 I 5 0 I Intersection Traffic m Pk. Hr. -2960 Intersection Pdstrns in Pk. Hr. 1 0 0 7 I I 0 3 0 0 10 0 0 0 0 0 0 16 2 1 0 0 0 1 18 0 2 0 0 0 1 15 2 2 0 1 0 I 17 0 0 0 1 0 0 16 I 2 0 4 0 0 12 0 0 0 .I 0 0 15 0 2 0 1 0 0 24 0 2 () 0 0 0 23 0 1 0 0 0 0 7 0 2 0 0 0 1 24 2 2 0 4 0 0 67 1 6 0 6 Intersect10n Traffic m Pk. Hr. -3328 Intersection Pdstrns in Pk. Hr. 4 Rioht Peds Left U-Tm Thru Riehl Peds Left 0 0 13 0 47 1 0 1 2 0 10 1 72 0 0 2 0 0 3 0 126 0 1 I 2 0 9 0 132 1 I I 5 0 2 5 1 146 1 I 4 1 0 2 1 163 I 0 9 I 0 5 1 195 2 0 11 2 0 8 2 236 4 0 2 0 0 7 1 178 3 0 l l 5 0 4 1 208 0 0 9 6 0 4 2 22! 2 0 7 1 0 6 0 202 4 0 4 6 2 13 2 236 4 1 11 8 0 24 5 817 9 0 33 Peak Hr. Factor 0.95 3 0 1 5 435 5 0 8 ·5 0 0 3 464 9 0 10 3 1 0 1 420 5 0 14 7 0 I 1 368 3 0 10 2 0 1 1 353 5 0 13 6 0 2 2 334 4 0 14 7 0 0 1 465 4 0 17 5 0 5 3 541 12 0 16 1 0 6 6 565 7 0 19 3 0 5 6 499 11 0 24 1 0 6 7 438 12 0 20 2 0 0 1 311 5 0 14 7 I 6 7 565 12 0 24 16 0 16 16 2070 34 0 76 Peak Hr. Factor 0.96 East Annroach /WB) U-Tm Thru Ri~ht 0 250 11 0 372 10 0 408 7 1 468 6 I 452 3 0 440 4 2 527 7 0 503 3 2 497 5 1 426 0 0 350 4 1 340 3 2 527 11 5 1953 15 1 239 0. 1 215 I 1 199 1 0 232 4 0 273 2 0 214 1 0 272 3 0 265 2 2 244 0 0 228 1 1 205 0 0 158 ·2 2 273 4 2 1009 6 Page 1 of3 15 min Total Peds Vehicles Peds 0 332 0 0 476 0 1 560 2 0 632 2 0 640 3 0 651 0 0 777 0 0 783 1 0 722 0 0 678 0 1 615 2 0 579 0 I 783 3 0 2960 1 - 0 709 1 0 721 0 0 666 3 I 648 1 0 670 2 0 596 0 2 793 3 0 862 0 1 868 I 0 805 0 1 716 1 0 502 0 2 868 3 3 3328 4 ' ' i ' ' i '-, ' ;.,, •.'j ' , CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 Tum Movement Diagram P.M. Peak Hour ICU Analysis and Tum Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transponarion Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Carlsbad Boulevard E/W Street: Carlsbad Village Drive Count Date: 08/01/07 End of 15 Day : Wednesday Weather : Sunny South Annroach ""Bl min. prd. Left U-Tm Thru Riehl Peds Left 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 5:00PM 5:15 PM • 5:30PM * 5:45 PM • 6:00PM • 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5:00 PM Peak 6:00 PM Hour I 0 I 2 2 2 I 2 I 2 0 2 2 5 8 8 10 13 5 14 6 7 19 15 21 10 21 47 0 22 10 I 0 15 18 I 0 32 11 I 0 39 21 3 2 39 17 5 I 57 23 5 2 63 20 6 2 70 24 6 I 85 19 16 3 62 33 13 0 70 33 23 I 75 30 15 3 85 33 23 6 287 109 58 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 2 128 49 42 I 142 58 32 I 130 60 3 2 153 69 24 I 129 51 28. 0 176 63 36 I 174 63 38 I 196 69 20 2 189 68 13 6 166 57 15 I 111 45 32 2 147 52 35 6 196 69 42 10 725 257 86 Intersect10n Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 3 6 5 6 2 5 . 8 11 11 16 14 20 20 52 23 24 36 22 24 29 23 38 29 23 37 28 38 113 File : 2007 Int #30 Data Collected by : Lance, Trinidad, Robert Traffic Control : Signalized North Annroach (SB) U-Tm 0 I 0 0 I I 0 2 0 3 3 I 3 8 1276 114 I 1 1 0 0 I I 3 0 () 0 0 3 4 2345 359 Tbru 38 72 99 IOI 99 122 151 140 135 105 116 93 151 496 121 107 134 131 130 125 137 124 156 131 145 141 156 548 Rioh( Peds Left 2 3 I 0 4 I 3 7 I 2 3 4 5 I I I 3 2 4 8 2 5 8 I 6 3 2 7 3 2 5 9 5 3 6 6 7 9 6 23 23 10 Peak Hr. Factor 11 23 3 19 64 I 4 28 3 11 39 3 10 32 5 7 19 7 12 20 9 17 33 6 17 15 9 13 15 2 12 32 11 14 41 6 19 64 11 59 83 26 Peak Hr. Factor West A--roach "'Bl U-Tm Thro Riehl Pods 0 3 I I 0 2 0 4 0 5 0 0 0 2 2 I 0 4 2 7 0 11 I 6 0 7 4 3 0 6 4 2 0 12 2 8 0 5 5 12 0 10 2 9 0 11 5 19 0 12 5 19 0 33 13 31 0.97 0 19 8 37 0 16 17 26 0 20 17 32 0 36 7 13 0 31 5 41 0 19 13 41 0 23 9 35 0 14 16 37 0 29 16 15 0 21 7 36 0 36 13 39 0 21 6 47 0 36 17 47 0 87 48 123 0.94 East A nnroach (WB) Left U-Trn Tbru Riehl 8 0 10 4 14 0 8 5 21 0 9 15 15 0 5 14 28 0 8 18 13 0 8 7 26 0 5 12 27 0 17 17 24 0 10 8 32 0 18 20 30 0 13 18 30 0 29 21 32 0 29 21 113 0 58 63 47 0 24 22 48 0 31 29 56 0 30 16 53 0 24 26 72 0 34 28 46 0 20 12 62 0 29 18 49 0 30 16 58 0 23 11 68 0 32 25 63 0 30 10 48 0 28 16 72 0 34 29 237 0 114 70 Page I of3 15 min Total Peds Vehicles Peds 0 103 5 0 142 9 0 202 8 I 213 8 I 228 14 0 254 14 0 305 17 0 328 16 0 316 27 0 313 28 2 319 43 5 327 45 - 5 328 45 2 1276 114 16 466 118 24 502 146 2 518 65 11 550 87 7 525 108 0 532 96 27 567 120 9 586 99 25 626 68 6 566 72 22 535 125 9 519 132 27 626 146 67 2345 359 C (' (' • 'll .r -~,) Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capaciiy Utilizatiori-Page 2 of3 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 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0,10 Hourly Volume 11 287 Adjusted Hourly Volume 11 396 Utilization Factor 0.01 0.10 Critical Factors 0.01 ICURatio = 0.30 0 0 N y 109 0 0.00 LOS= North Annr !SB) West Annr (EB) I ' 2 0 0 1800 4000 0 1800 2000 0 60 496 23 10 34 13 60 519 0 IO 47 0 0.03 0.13 0.00 0.07 0.02 0.00 0.13 0.01 .A East Annr (WB) I I 2 3600 113 171 0.06 0.05 I 0 I 0 1800 58 63 0 63 0.00 0.04 Turning Movements at Intersection of: · Carlsbad Boulevard and Carlsbad Village Drive Time : 7:45 AM to 8:45 AM North Approach Date: 08/01/07 Day : Wednesday Name : Lance, Trinidad, Robert 579 Sub-23 496 To~ totals J t w e 86 _j s 143 0 10 57 34 ----+ t 13 7 A North p p i t r 11 287 6 Subtotals 628 407 Total 1035 South Approach 947 8 60 L. r 109 Carlsbad Boulevard 368 L 63 ~ 58 r 113 Total Subtotals Sub - totals Totals 234 0 429 195 Carlsbad Village Drive Note : Left-turn volumes include U-turns. U-turns in bold. E a s A p p r ) ' ~ '• I ' ., ,! . ' ·, ;·· I :~-'. ' .;·! .. : -~: . i ./ ~j . '. ~ . ,. ,i-;,-_'1 .. t .;~ CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 31 Intersection Location: Carlsbad Boulevard & Tamarack 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 ~NGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Carlsbad Boulevard E/W Street: Tamarack Avenue Count Date: 08101/07 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 Ma,c 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 • 6:00 PM • 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5:00 PM Peak 6:00 PM Hour Left 0 I 3 4 4 I 8 15 7 14 8 11 15 44 11 15 14 10 9 16 13 16 16 11 17 11 17 56 Day : Wedn~sday Weather : Sunny South Annroach (NB) U-Tm Thm Riehl Peds 1 14 3 I 0 17 6 2 I 21 4 2 0 24 4 4 0 30 5 0 0 51 7 I I 50 8 4 0 72 14 3 3 63 14 6 I 61 19 I I 65 11 2 2 62 15 2 3 72 19 6 5 246 55 14 Interseclton Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 1 165 22 6 1 163 30 3 I 185 34 1 I 204 46 4 1 140 38 3 I 217 44 2 2 209 36 1 2 251 40 0 I 205 47 6 5 226 34 0 2 150 30 4 3 214 30 5 5 251 47 6 10 891 157 7 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. Left 4 4 4 3 3 7 11 8 8 10 11 13 13 37 19 24 22 18 28 28 20 25 19 25 21 16 28 89 File : 2007 Int #31 Data Collected by : Jason, Stephen Traffic Control : Signalized North A ""roach IS Bl Wes!A""roach '"'Bl U-Tm 0 0 0 0 0 0 0 0 0 I 0 0 I I 1478 193 0 0 0 0 I 0 0 0 0 0 0 0 I 0 2276 226 Thm 68 79 133 120 125 145 196 176 170 142 146 114 196 684 131 141 127 159 117 131 150 130 167 146 152 120 167. 593 Ri•ht Peds ·Left 4 10 2 4 14 I 3 19 I 3 29 3 11 24 2 7 22 0 8 25 8 10 29 7 3 29 7 9 54 4 7 50 5 8 43 4 11 54 8 30 13T 26 Peak Hr. Factor 11 25 9 9 13 5 10 25 8 9 36 14 10 27 13 12 40 14 16 24 12 12 42 14 20 51 12 10 48 17 16 55 17 24 47 19 24 55 19 58 165 55 Peak Hr. Factor U-Tm Thru Ri•ht Peds 0 I I 0 0 3 2 0 0 3 2 0 0 6 0 0 0 3 I 0 0 2 4 0 0 2 I 0 0 3 6 0 0 7 5 0 0 3 4 0 0 5 3 0 0 4 I 0 0 7 6 0 0 15 16 0 0.90 0 12 4 0 0 9 2 0 0 2 5 0 0 II 8 0 0 10 7 0 0 9 9 0 I 10 6 0 0 10 5 0 0 7 11 0 0 IO 4 0 0 11 7 I 0 18 13 0 I 18 13 I I 37 26 0 0.96 EastA""roachlWBl Left U-Tm Thru Rioht 20 0 6 4 18 0 5 8 33 0 8 7 45 0 10 15 39 0 8 10 42 0 8 16 59 ~ 0 11 11 75 0 IO 13 50 0 12 13 37 0 13 15 37 0 8 2L 38 0 9 12 75 0. 13 22 221 0 46 52 16 0 8 14 39 0 8 22 32 0 7 19 30 0 12 33 29 0 8 22 32 0 7 23 32 0 15 25 48 0 4 19 49 0 12 25 43 0 15 16 41 I 14 23 40 0 9 22 49 1 15 33 172 0 46 85 r· i Page I of3 15 min Total Peds Vehicles Peds 3 128 14 7 148 23 10 223 31 4 237 37 7 241 31 11 290 34 13 374 42 10 409 42 6 362 41 13 333 68 7 329 59 13 293 58 13 409 · 68 42 1478 193 8 423 39 3 468 19 8 466 34 6 555 46 4 433 34 6 543 ' 48 7 547 32 8 576 50 24 591 81 15 562 63 17 502 76 29 539 81 29 591 81 54 2276 226 r----, r ) '' • i ,_; t I •-: 'I .-., --' i • CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 32 Intersection Location: Carlsbad Boulevard & Cannon 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 Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Carlsbad Boulevard E/W Street : Cannon Road Count Date : Day : Thursday 08/02/07 Weather : Sunny File : 2007 Int #32 Data Collected by : David, Stephen Traffic Control : Signalized South Annroach (NB\ · North A--roach ISBI West Annroach (EB) 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 • 8:45 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 6:30 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-Trn Thru Riuht Peds Left 0 18 3 0 0 30 6 2 0 34 2 0 0 67 6 I 0 29 8 0 0 40 17 0 0 50 16 0 0 46 12 0 0 46 9 0 0 67 14 0 0 80 15 0 0 71 15 I 0 80 17 2 0 239 50 0 Intersection Traffic m Pk. Hr. Intersection Pdstms in Pk. Hr. 0 143 19 0 0 179 31 0 0 172 21 2 0 170 13 0 0 174 14 2 0 174 20 0 0 214 24 0 0 204 23 0 0 235 16 0 0 220 21 0 0 184 16 0 0 185 18 0 0 235 31 2 0 873 84 0 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 13 13 23 32 30 34 46 67 50 34 40 29 67 191 40 !} 32 35 37 31 33 29 33 29 38 43 126 U-Trn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1302 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2249 57 Thru Ri•ht Peds Left U-Trn Thru Ri2ht Peds 52 0 7 0 0 0 0 0 88 0 10 0 0 0 0 0 125 0 12 0 0 0 0 0 138 0 10 0 0 0 0 0 138 0 8 0 0 0 0 0 175 0 5 0 0 0 0 0 165 0 4 0 0 0 0 I 173 0 7 0 0 0 0 0 180 0 5 0 0 0 0 0 152 0 II 0 0 0 0 0 145 0 12 0 0 0 0 0 140 0 12 0 0 0 0 0 180 0 12 0 0, 0 0 I 650 0 35 0 0 0 0 0 Peak Hr. Factor 0.95 137 0 5 0 0 0 0 0 145 0 4 0 0 0 0 2 148 0 7 0 0 0 0 0 144 0 9 0 0 0 0 0 152 0 II 0 0 0 0 0 158 0 5 0 0 0 0 2 183 0 6 0 0 0 0 0 149 0 8 0 0 0 0 0 148 0 9 0 0 0 0 0 131 0 15 0 0 0 0 4 144 0 14 0 0 0 0 0 125 0 18 0 0 0 0 3 183 0 18 0 0 0 0 4 611 0 38 0 0 0 0 4 Peak Hr. Factor 0.93 East A--roach IWBI Left U-Trn Thru Ri•ht 5 0 0 5 13 0 0 8 25 0 0 12 24 0 0 20 23 0 0 17 32 0 0 14 28 0 0 18 26 0 0 17 14 0 0 19 28 0 0 18 32 0 0 18 28 0 0 21 32 0 0 21 100 0 0 72 32 0 0 41 35 0 0 66 22 0 0 77 26 0 0 105 24 0 0 80 38 0 0 88 38 0 0 117 26 0 0 123 41 0 0 98 38 0 0 74 17 0 0 78 26 0 0 50 41 0 0 123 143 0 0 412 Page I of3 15 min Total Peds Vehicles Peds 0 96 7 0 158 12 3 221 15 0 287 II 5 245 13 2 312 7 I 323 6 4 341 II 0 318 5 I 313 12 5 330 17 3 304 16 5 341 17 10 1302 45 0 412 5 4 497 10 0 483 9 5 490 14 3 479 16 0 515 7 6 607 12 5 558 13 3 567 12 I 517 20 6 468 20 I 442 22 6 607 22 15 2249 57 i •' 1 .• •".1 " .: ~-:· ., : ' : • '<.' , ,, I/;, ,,_, ·'"' • ..~•. I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 33 Intersection Location: Carlsbad Boulevard & Poinsettia Lane Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram , P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportarion Dit1ision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Carlsbad Boulevard E/W Street : Poinsettia Lane Count Date : Day : Tuesday 07/17/07 Weather: Sunny South Annroach INB\ End of15 File : 2007 lnt #33 Data Collected by : Lelll)Ile, Newera Traffic Control : Signalized North A ""roach ISB\ West Annroach /EB\ min. prd. Left U-Tm Thru Rioht Peds Left U-Tm Thru Rioht Peds Left U-Tm Thru Rioht Peds 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 All1 Peak 8:45 AM Hour 3:45 PM· 4:00 PM 4:15 PM 4:30 PM 4:45PM. 5:00PM • 5:15 PM • 5:30 PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour 0 0 0 0 0 0 0 0 0 0 0 I I 0 0 0 0 0 0 I 0 0 0 0 0 0 I 1 0 16 3 I 8 0 17 4 I 4 0 44 8 I 11 0 25 5 4 13 0 26 8 I . 10 0 31 20 2 I 60 12 I I 52 15 4 0 43 22 4 1 56 31 I I 57 28 4 0 87 18 3 I 87 31 4 3 208 96 . 13 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 0 i32 43 4 4 107 33 0 4 133 36 2 2 152 40 0 3 142 42 2 5 141 41 10 5 150 37 6 0 153 35 6 2 127 29 10 0 119 39 8 3 103 32 5 8 121 25 6 8 153 43 10 12 571 142 32 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 11 12 23 25 28 19 18 28 95 43 39 33 38 27 38 55 49 30 40 2? 34 55 172 0 0 0 0 0 0 0 0 0 0 0 2 2 -0 . ~--163_5 48 0 0 0 0 0 0 I 0 I I I 0 I 2 2477 76 45 2 0 I 0 3 0 4 64 0 0 0 0 I 0 7 131 I I 0 0 I 0 4 192 2 0 2 0 I I 9 179 I 0 0 0 3 1 4 134 I 2 I 0 I I 7 170 4 0 I 0 3 0 4 169 3 0 I 0 9 0 7 186 5 I I 0 5 0 10 140 7 0 0 0 4 I 4 119 4 I 2 0 12 .o 9 126 5 0 0 0 6 I 4 192 7 2 2 0 12 I 10 614 19 2 4 0 30 I 30 Peak Hr. Factor -0.94 120 10 0 I 0 8 2 13 136 11 0 I 0 3 3 7 113 8 0 2 0 10 7 8 165 5 0 3 0 6 I 0 160 13 0 j 0 6 0 5 183 8 0 4 0 4 I II 294 . 10 0 2 0 9 I 7 317 11 0 I 0 2 3 7 284 14 0 8 0 7 3 18 172 18 0 2 0 6 2 -15 123 9 0 I 0 7 4 10 100 20 0 4 0 20 2 9 317 20 0 8 0 20 7 18 1078 43 0 15 0 22 8 43 Peak Hr. Factor --0.92 Page I of3 East A ""roach IWB\ 15 min Total Left U-Tm Thru Ri0 ht Peds Vehicles Peds 18 I I 2 2 100 7 18 0 0 7 0 115 8 51 2 0 10 I 259 7 79 2 0 14 3 336 16 85 I 0 11 0 325 5 104 8 0 10 I 322 12 93 4 0 22 0 382 5 97 3 0 20 0 393 11 100 5 0 22 0 414 15 135 3 0 30 0 436 5 122 2 2 24 3 392 17 89 2 I 30 0 386 7 135 8 2 30 3 436 17 454 13 2 96 3 1635 48 38 2 0 29 0 428 17 73 2 0 39 0 451 7 52 4 I 3 42 0 447 10 95 4 ' I . 32 0 544 0 63 I I I 37 0 498 7 68 6 ' 0 48 0 548 21 49 6 0 51 0 670 13 53 4 0 43 I 671 14 40 4 3 36 0 588 28 55 2 I 30 0 487 23 36 2 0 45 0 394 15 25 0 0 40 0 399 15 95 6 3 51 1 671 28 210 20 3 178 I 2477 76 ' Carlsbad Boulerard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page2of3 Pk. Hr. Time Period : 7:45AM to 8:45AM South Appr (NB) Lane Config - urations Inside (left) I 2 I 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1800 I I 2 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 3 208 Adjusted Hourly Volume 3 208 Utilization Factor 0.00 0.05 Critical Factors 0.00 ICURatio = 0.53 Turning Movements at Intersection of: Time: 7:45 AM to 8:45 AM Date : 07 /J 7 /07 Day : Tuesday I 1800 N y 96 96 0.05 LOS= Name : Leanne, Newera w e s t A p p r Sub- To~ totals 21 35 0 Subtotals Total 4 30 I NorthA r SB WestA r B 2 2 0 3600 4000 0 1800 95 614 19 4 95 614 0 4 0.03 0.15 0.00 0.00 0.15 A Carlsbad Boulevard North Approach 1036 728 0 19 614 95 J t L. _t ___.. t 7 North - +i t r 3 208 96 3 1072 307 1379 South Approach I I I I I 0 I 2000 1800 1800 0 1800 30 I 467 2 96 30 I 467 2 96 0.02 0.00 0.26 0.00 0.05 0.02 0.26 and Poinsettia Lane Carlsbad Boulevard 308 L 96 ~ 2 r 467 13 Total Subtotals Sub- totals 565 234 Poinsettia Lane Totals 799 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of3- Pk. Hr. Time Period : South Aeer (NB) North A~nr (SB) West Annr /EB) East A nnr !WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right . Left Thru ~ Left Thru Right Lane Inside I I r Contig-(left) 2 I I I I urations 3 I I I I 4 I I 5 I 6 Outside 7 Free-flow I Lane Settings I 2 I 2 2 0 I I I I 0 I Capacity 1800 4000 1800 3600 4000 · 0 1800 2000 1800 1800 0 1800 Are the North/South phases split (YIN)? N Are the East/West phases_ split (YIN)? y Efficiency Lost Factor 0.10 Hourly Volume 13 571 142 174 1078 43 15 22 8 230 0 178 Adjusted Hourly Volume 13 571 142 174 1078 0 15 22 8 230 0 178 Utilization Factor 0.Ql 0.14 0,08 -0.05 0.27 0.00 0.Ql-0.01 0.00 0.13 0.00 0.10 Critical Factors 0.Ql 0.27 0.Ql 0.13 ICU Ratio = 0.52 LOS= A Turning Movements at Intersection of: Carlsbad Boulevard and Poinsettia Lane Time : 4:45 PM to 5:45 PM _North Approach Carlsbad Boulevard Date: 07/17/07 Day : Tuesday 2061 Total Name : Leallne, Newera 1295 766 Subtotals 2 Sub-43 1078 174 Sub- To~ totals J t L. totals w e 44 _j L s 89 0 15 178 t 45 22 -----+ i +-0 408 8 7 + 230 20 .A North p 356 p i t r r 13 571 · 142 Poinsettia Lane 12 Subtotals 1308 726 Total 2034 Totals .E a s t 764 A p p r South Approach Note: Left-tum volumes include U-tums. U-tums in bold. '' ' ,. ,, , " .• -. I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 34 Intersection Location: Carlsbad Boulevard & A venida Encinas Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page2 Page3 ... RICK ENGINEERING COMPANY Transportation Division ) ' J RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Carlsbad Boulevard E/W. Street : A venida Encinas Count Date: 07/17/07 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. I 5 min. Pk. Hr. Vol. ---7:45 AM Peal< 8:45AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM 5:15 PM • 5:30PM • 5:45 PM • 6:00PM • 6:15 PM 6:30PM Max. 15 min. _Pl<,_ Hr. Vol. - 5:00 PM Peal< 6:00 PM Hour Day : l]mrsday Weather: Sunny South Annroach fNB) ·Left U-Tm Thro 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 18 11 I 0 23 8 0 0 46 8 2 0 27 16 I 0 32 12 0 0 46 11 I 0 70 14 0 0 67 27 0 0 69 24 0 0 65 24 0 0 75 32 I 0 99 32 0 0 99 32 2 0 276 107 I -- Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. "' 0 155 38 I 0 153 36 0 0 173 52 0 0 178 47 0 0 169 42 0 0 176 35 I 0 188 41 0 0 184 60 0 0 151 44 0 0 148 41 0 0 137 51 0 0 162 38 0 0 188 60 I 0 671 186 0 ----Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk . .I!!: Page I of3 File : 2007 Int #34 Data Collected by : . Lotous, Trinidad North Annroach !SB) Left U-Tm Thro Ri•ht Peds 2 4 0 0 0 I I 0 2 3 5 3 5 10 I 4 7 9 I lO 5 8 6 12 6 5 12 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 1757 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2480 14 54 0 0 86 0 0 164 0 0 276 0 0 260 0 0 247 0 0 259 0 0 278 0 0 296 0 0 258 0 0 257 0 0 223 0 0 296 0 0 1089 0 0 Peal< Hr. Factor 166 0 0 203 0 0 193 0 0 239 0 0 243 0 0 215 0 0 380 0 0 330 0 0 377 0 0 243 0 0 173 0 0 145 0 0 380 0 0 1330 0 0 - Peal< Hr. Factor Traffic Control : Signalized WestAnnroach/F.B) Left U-Tm Thro Right Peds 0 0 0 0 2 0 0 0 0 0 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 2 0 0 0 0 0 0 0 0 0 3 0 0 0 0 2 0 0 0 0 3 0 0 0 0 6 --. 0.96 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 3 0 0 0 0 I 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 2 0 0 0 0 4 0 0 0 0 4 0 0 0 0 2 0.91 East Annroacb (WB) 15 min Total Left U-Tm Thro Ri•ht Peds Vehicles Peds 0 0 19 2 I 106 4 0 0 20 0 0 141 0 0 0 28 3 2 249 5 0 0 32 I 2 352 4 0 0 32 2 3 338 4 0 0 55 3 I 363 3 0 0 48 I 0 393 I 0 0 61 2 0 435 I 0 0 62 3 I 456 3 0 0 57 3 4 410 4 0 0 80 7 4 456 8 0 0 55 3 3 415 5 0 0 80 7 4 456 8 0 0 260 15 9 1757 16 0 0 39 5 1 404 4 0 0 31 2 I 429 I 0 0 40 6 3 471 3 0 I 48 5 I 527 2 0 0 48 6 3 509 3 0 0 45 3 8 484 12 0 0 59 5 3 678 4 0 0 57 5 3 644 3 0 0 77 5 3 660 4 0 0 48 6 3 498 3 0 0 41 2 11 410 13 0 0 40 1 4 391 8 0 I 77 6 11 678 13 0 0 241 21 12 2480 14 ' . •·. i ' '' ' . .'.i'J . '·•.::i-, ,i ' ' ~~"! ' . ·~,;-~ / CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 35 Intersection Location: Rancho Santa Fe Road & San Elijo Road Contents: Turn Movement CountSummary (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 : Rancho Santa Fe Road E/W Street : San Elijo Road Count Date: 08/08/07 · Day : Wednesday Weather: Sunny File : 2007 Int #35 Data Collected by : Lance, Lotous 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 8:15AM * 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 * 6:00PM * 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00PM Peak 6:00PM Hour Left 0 2 4 9 0 I 0 0 2 I 2 I 9 6 2 I 0 0 0 0 I 0 0 0 0 0 2 I U-Tm Thro Riehl Peds Left U-Tm 0 70 16 0 18 2 I 82 29 0 14 I 0 109 33 0 14 I 0 153 63 I 26 2 0 127 33 0 18 0 0 167 29 0 21 I 0 214 43 0 15 0 0 222 25 0 18 2 0 194 34 0 28 3 0 220 46 2 19 3 0 175 43 I 26 0 0 211 55 0 32 0 I 222 63 2 32 3 0 800 178 3 105 6 Intersection Traffic m Pk. Hr. 3318 Intersection Pdstms in Pk. Hr. 5 0 339 155 2 44 0 I 342 129 0 42 0 0 283 118 0 29 0 0 345 133 0 39 0 2 330 111 0 45 0 0 334 135 0 40 0 0 329 163 0 58 2 0 377 176 0 49 0 I 289 152 0 69 I 0 325 180 0 48 2 0 284 140 0 53 0 0 265 141 0 32 0 2 377 180 2 69 2 I 1320 671 0 224 5 Intersection Traffic m Pk. Hr. -3711 Intersection Pdstms in Pk. Hr. 1 Thro Riehl Peds Left U-Tm Thru Riehl Peds 213 2 0 2 0 0 0 0 313 I 0 0 0 0 0 0 361 6 0 2 0 0 I 0 364 4 0 0 0 0 0 0 330 4 2 5 0 0 2 2 435 2 0 I 0 I 0 o. 341 2 0 I 0 0 0 0 351 4 I I 0 0 I I 344 3 I . I 0 0 0 0 403 2 0 2 0 0 I 0 340 3 0 4 0 I I I 360 4 0 2 0 0 I 0 435 6 2 5 0 I . 2 2 1447 12 I 9 0 I 3 I Peak Hr. Factor 0.95 263 2 0 3 0 8 8 . 0 237 0 0 0 0 0 0 0 238 I 0 2 0 0 0 I 255 0 0 o· 0 0 0 0 262 I 0 0 0 0 I 3 258 0 0 0 0 0 0 0 253 0 0 0 0 o· 0 0 316 0 I 0 0 0 I 0 250 0 0 0 0 0 0 0 280 0 0 0 0 I 0 0 202 0 0 0 0 0 0 0 202 2 I . I 0 0 2 0 316 2 I 3 0 8 8 3 1099 0 I 0 0 I I 0 Peak Hr. Factor 0.91 East Annroach (WB) Left U-Tm Thro Riehl 79 3 0 JO 114 I I 10 136 3 I 16 159 3 I 25 159 4 I 16 138 4 I 24 170 I 0 22 162 0 0 36 159 I I 34 149 2 I 28 175 2 0 28 128 0 z: 41 175 4 2 41 611 5 4 131 83 I 3 29 79 2 0 16 65 0 I 19 75 3 0 26 82 0 0 7 73 2 0 23 83 I 0 19 80 I 0 14 89 3 0 23 48 2 0 25 92 3 0 22 65 I I 59 92 3 3 59 300 7 0 81 Page I of3 15 min Total Peds Vehicles Peds 0 415 0 0 569 0 0 687 0 0 809 I 0 699 4 0 825 0 0 809 0 0 822 2 0 804 I 0 877 2 0 800 2 0 837 0 0 . 877 4 0 3318 5 3 940 ·5 0 849 0 0 756 I 0 876 0 0 841 3 0 865 0 0 909 0 0 1014 I 0 877 0 0 911 0 0 796 0 0 771 I 3 1014 5 0 3711 I ,. Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : South Aeer (NB) North Annr /SB) West Annr (EB) East Annr (\VB) 8:00AM to 9:00AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside I I I 1 I Config-(left) 2 I I I I 1 urations 3 I 1 I 4 I I I 5 1 I 6 1 Outside 7 Free-flow Lane Settings I 3 I 2 3 1 1 I 0 2 I I Capacity 1800 6000 1800 3600 6000 1800 -'1800 2000 0 3600 2000 1800 Are the North/South·phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 6 800 178 Ill 1447 12 9 1 3 616 4 131 Adjusted Hourly Volume 6 800 178 111 1447 12 9 4 0 616 4 131 Utilization Factor 0.00 0.13 0.10 0.03 0.24 0.01 0.01 0.00 0.00 0.17 0.00 0.07 Critical Factors 0.00 0.24 0.00 0.17 ICU Ratio = 0.51 LOS= A Turning Movements at Intersection of: Rancho Santa Fe Road and San Elijo Road Time: 8:00 AM to 9:00 AM North Approach Rancho Santa Fe Road Date: 08/08/07 Day : Wednesday 2516 Total Name : Lance, Lotous 1570 946 Subtotals 6 Sub -12 1447 111 Sub- To~ totals J t L. totals Totals w e 22 _j L s 35 0 9 t 131 t 13 1 ~ ~ 4 -751 3 7 r 616 5 1040 A North p 289 p. +i t r r 6 800 178 San Elijo Road 0 Subtotals 2061 984 Total 3045 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 SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 36 Intersection Location: Rancb,o Santa Fe Road & La Costa Avenue Contents: Turn Movement Count Summary (A.M. artd 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 : Rancho Santa Fe Road E/W Street: La Costa Avenue Count Date: 08/08/07 Day : Wedoesday Weather: Sunny File : 2007 Int #36 Data Collected by : Robert, Jason Traffic Control : Signalized; Traffic Control in place. South Annroach /NB) North Annroach (SB) West Annroach /RB) East Annroach fWll\ End of15 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 • 5:45PM • 6:00 PM • 6:15PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00 PM Peak 6:00PM Hour Left 2 6 3 4 6 4 IO 11 18 18 24 18 24 78 38 43 42 42 29 32 43 38 35 36 40 51 51 152 U-Tm Thru Rfaht Peds Left U-Tm 0 60 0 0 3 0 I 77 I 0 5 0 0 111 I 0 4 0 0 110 I 0 8 0 0 106 3 0 7 0 0 107 I 0 12 I 0 150 0 0 7 I I 164 2 0 6 0 0 138 0 0 II 0 3 167 0 0 7 0 2 i63 0 0 13 0 0 154 3 0 15 I 3 167 3 0 15 1 5 622 3 0 46 I Intersection Traffic m Pk. Hr. -3375 Intersection Pdstrns in Pk. Hr. 5 0 396 6 I 2 348 I 0 2 306 6 I 2 377 3 0 2 390 6 0 2 338 2 0 3 339 6 I 2 414 4 0 I 319 3 0 3 379 6 I 0 333 4 0 5 282 3 0 5 414 6 I 9 1451 19 2 lntersect1on Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 21 29 18 20 30 24 12 27 43 35 24 38 43 117 0 I 0 0 0 0 0 I 0 0 I. 0 I I 3851 7 Thru Right Peds 235 46 0 366 52 0 428 49 0 410 104 6 396 76 0 498 71 I 421 61 0 449 64 0 383 76 0 532 97 0 412 59 0 410 72 0 532 104 6 1737 274 0 Peak Hr. Factor 264 60 0 237 39 0 236 43 I 245 68 0 244 53 0 248 55 0 234 61 0 298 72 I 253 51 0 243 50 0 186 56 I · 185 47 0 298 72 I 1028 234 I Peak Hr. Factor Left U-Tm Thru Right Peds Left U-Tm Thru Right 24 0 3 5 2 6 0 9 3 26 0 I 14 0 2 0 14 5 48 0 4 23 0 2 0 18 I 68 0 9 28 0 2 0 16 9 44 0 16 29 2 3 0 21 10 54 0 16 25 0 2 0 40 10 59 0 9 25 I 4 0 26 15 59 0 21 26 0 7 0 27 10 45 0 8 32 2 8 0 32 10 53 0 9 26 0 3 0 22 13 66 I 18 33 I 9 0 23 12 64 0 35 . 43 2 II 0 17 16 68 I 35 43 2 II 0 40 16 228 I 70 134 5 31 0 94 51 0.92 86 I 37 32 0 7 0 16 14 96 0 38 41 0 5 0 10 13 49 0 22 25 8 5 0 20 17 95 I 42 24 I 7 I 21 12 86 0 19 41 4 7 0 18 13 95 0 38 36 4 12 0 16 19 106 0 34 33 2 10 0 25 14 72 0 38 27 0 5 0 16 9 97 I 55 38 I 5 0 27 13 103 0 41 47 I 4 0 11 9 96 0 44 36 I 4 0 22 21 78 0 34 22 0 6 0 25 26 106 I 55 47 8 12 I 27 26 378 I 168 145 4 24 0 79 45 0.94 Page I of3 15 min Total Peds Vehicles Peds 0 396 ·2 0 570 0 0 692 0 0 769 6 0 717 2 0 841 I 0 788 I 0 847 0 0 761 2 0 920 0 0 835 I 0 859 2 0 920 6 0 3375 5 0 978 I I 903 I 2 791 12 0 960 I 0 938 4 0 917 4 0 920 3 0 1023 I 0 941 I 0 967 2 0 867 2 2 802 2 2 1023 12 0 3851 7 CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 37 Intersection Location: Rancho Santa Fe Road & Olivenhain Road/ Camino Alvaro Contents: Turn Movement Count Sullllllary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 . , Tum Movement Diagram ' ' ' ' :; ,. ·'' ... ,. ( . ·~~:' , • I P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page3 RICK ENGINEERING COMPANY Transportation Division -"' ) ·. ___ -_) "j, , RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Olivenbain Road/Camino Alvaro E/W Street: Rancho.Santa Fe Road Count Date: 07/12/07 Day : Thursday Weather : Sunny File : 2007 Int #37 Data Collected by : Raul, Alfonso Traffic Control : Signalized South Annroach INBl North A-•roach (SBl WestA--roachrnB1 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 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45PM • 6:00PM • 6:15PM 6:30PM Max. 15 min. Pk. Hr. Vol. 5:00PM Peak 6:00PM Hour Left U-Tm Thru Rioht Peds 24 24 41 47 66 72 81 86 150 112 100 127 150 489 122 114 99 92 93 71 92 IOI 83 109 73 73 122 385 0 I 10 0 0 0 13 0 0 0 27 0 0 0 21 2 0 I 27 0 0 3 39 0 0 2 44 0 0 4 41 0 0 2 54 0 0 2 62 0 0 1 49 0 0 2 48 0 0 4 62 2 0 7 213 0 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 I 169 0 0 1 148 0 0 I 131 0 0 4 153 0 1 . 2 125 0 0 0 147 0 0 1 113 0 0 6 156 0 0 2 136 0 0 1 120 0 0 5 84 0 0 4 122 0 I 6 169 0 0 10 525 0 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. Left U-Tm Thru Rioht Peds Left U-Tm Thru Rioht Peds 0 3 2 2 I 4 I 3 3 6 3 4 6 16 5 3 5 3 5 4 4 6 2 6 3 9 9 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3395 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ----3696 6 I 0 6 5 4 7 5 I 2 4 3 5 7 14 2 0 2 0 3 5 I 2 5 3 0 2 5 11 4 0 I 0 2 I 3 2 8 I 3 0 2 0 6 0 I 0 5 1 8 3 6 1 8 3 20 5 Peak Hr. Factor 2 1 1 1 6 0 6 0 1 0 3 0 2 0 3 0 4 3 9 0 3 0 4 0 9 3 18 3 Peak Hr. Factor 0 0 50 I 0 I 0 82 0 0 0 0 142 0 0 0 0 97 0 I 0 0 93 0 0 0 0 128 0 0 2 0 149 0 I I 0 148 I 0 2 0 147 3 I 5 0 112 1 1 I 2 155 7 I 1 I 169 3 0 5 2 169 7 I 9 3 583 14 3 -. 0.94 1 2 284 3 0 0 I 272 6 0 4 3 315 4 0 I 3 328 7 0 0 0 283 I 0 2 0 309 4 0 I 0 379 5 0 I 0 385 3 0 0 2 333 1 0 1 I 342 4 0 4 2 291 13 0 2 1 280 15 0 4 3 385 15 0 3 3 1439 13 0 -1.00 Page I of3 East A --roach fWBl 15 min Total Left U-Tm Thru Ri•ht Peds Iv ehicles Peds 47 0 217 0 0 355 0 118 0 302 0 0 544 0 143 0 309 7 2 679 3 196 0 371 2 3 744 8 133 0 428 4 0 765 I 133 0 425 6 0 820 0 126 0 413 4 0 829 I 99 0 383 4 0 777 0 111 0 365 5 1 845 2 139 ·o 389 9 0 846 2 131 0 331 7 0 798 4 133 0 400 7 1 906 2 196 0 428 9 3 -906 8 514 0 1485' 28 2 3395 10 79 0 264 6 0 940 I 80 0 256 3 0 885 1 69 0 216 3 0 858 0 67 0 217 II 0 892 0 74 1 239 6 0 834 0 96 0 236 3 0 880 0 65 0 253 9 0 925 0 58 0 193 8 0 922 0 73 0 272 8 0 921 3 70 0 256 6 3 928 3 57 0 219 7 0 761 0 51 0 202 7 0 772 0 96 1 272 II 3 940 3 266 0 974 31 3 3696 6 ' . . ' ·~~ ... ' ; ·-. ,,") ~.., \ CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 38 Intersection Location: Carlsbad Village Drive & State Street Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 1,\1 RICK ENGINEERING COMPANY Transportation Division ) RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : State Street Count Date: 07/30/07 End of 15 E/W Street: Carlsbad Village Drive Day : Tuesday Weather: Sunny South Aooroach rNB) File : 2007 Int #38 Data Collected by : Leanne, Newera . Traffic Control : Signalized North Aooroach (SBl West Annroach lll.B) East Annroach (WB) Page 1 of3 15 min Total min. prd. Left U-Tm Thru Rioht Peds Left U-Tm Thru Rioht Peds Left U-Tm Thru Rioht Peds Left U-Tm Thru Ri•ht Peds Vehicles Peds 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15 AM • 8:30AM • 8:45.AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8:00 AM Peale 9:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM • 5:30PM • 5:45PM • 6:00PM • 6:15 PM • 6:30PM Max. 15 min. Pk. Hr. Vol. 5 :00 PM Peale 6:00PM Hour 3 0 3 3 3 6 7 3 3 6 8 7 8 24 9 9 5 11 11 4 13 7 6 8 14 6 14 34 0 2 0 0 I 0 0 2 0 0 1 0 0 2 0 0 3 0 0 4 0 0 .4 0 0 3 1 1 4 0 0 3 0 1 4 0 0 3 1 4 3 0 0 4 0 3 8 0 0 3 3 4 4 0 0 7 I 0 II 0 0 4 2 2 11 0 0 9 3 2 11 0 0 9 3 4 11 0 0 · 23 9 8 37 0 ---Intersection Traffic in Pk. Hr. = 741 Intersection Pdstrns in Pk. Hr. = 49 0 6 6 5 0 4 10 9 0 8 6 5 0 11 4 3 0 8 13 2 0 13 2 4 0 18 7 10 0 13 8 10 0 11 12 1 0 6 7 0 0 3 6 6 0 7 0 9 0 18 13 10 0 48 34 21 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 18 16 15 15 20 19 14 29 23 24 14 24 29 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . ~ ~ ~ 1556 118 0 0 0 1 7 3 0 0 4 5 1 2 3 3 0 1 2 5 2 2 6 3 0 0 ,7 5 5 2 2 3 5 4 8 4 1 3 4 8 4 3 8 3 2 3 6 7 1 3 8 8 5 4 26 22 & 12 Peak Hr. Factor 5 6 8 14 12 3 13 10 9 7 10 4 7 4 17 12 18 5 7 . IO 14 10 3 8 16 · 7 3 12 16. 7 8 9 II 9 IO 4 17 6 4 11 6 6 14 8 10 5 10 4 18 10 17 14 60 29 25 36 Peale Hr. Factor 0 14 0 0 0 0 30 8 0 59 0 0 25 2 . 0 5 0 38 8 0 91 0 0 22 0 0 3 0 53 11 0 108 1 0 29 1 0 3 0 48 14 ·2 113 2 0 36 1 0 2 0 40 15 0 114 3 0 36 4 0 3 0 59 5 0 129 I 0 41 4 6 5 0 73 15 4 166 19 0 49 3 0 2 0 85 9 5 172 . 13 0 44 5 6 3 0 65 8 6 153 17 0 38 2 0 3 0 65 14 7 162 II 0 63 ·4 5 7 0 83 13 3 209 12 0 67 4 2 6 0 84 10 4 217 9 0 67 5 6 7 0 85 15 7 217 19 0 212 15 13 19 0 297 45 20 741 49 ---0.85 0 i'18 14 4 6 0 110 22 18 334 35 0 108 9 12 9 0 107 16 13 313 47 0 121 15 15 11 0 126 20 5 347 35 0 108 9 2 3 0 120 17 19 321 41 0 118 8 5 13 0 130 20 12 374 26 0 109 3 19 9 0 136 23 7 350 33 0 116 9 2 7 0 129 20 4 368 19 0 143 14 14 5 0 147 19 9 417 41 0 130 7 11 15 0 149 20 14 397 36 0 117 7 10 17 0 129 25 8 374 22 0 129 6 32 2 0 155 19 17 368 69 0 114 6 30 8 0 141 17 13 342 62 0 143 15 32 17 0 155 25 19 . 417 69 0 506 37 37 44 0 554 84 35 1556 118 .. 0.93 ) ··, - ' .. ' ' . .. , .,, .,_ ' ' .. ··.,;, . .,•, I ·, .. I . . .,,, ..... ,.:• : ~.'' . /;,. <s , ' -~ CITY OF 'CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersedion 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 Tum Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportarion Division r ' -j / ( RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Harding Street File : 2007 Int #39 E/W Street : Carlsbad Village Drive Data Collected by : Jason, Lotous . Count Date : Day : Tuesday Traffic Control : Signalized 07/31/07 Weather: Sunny South Annroach /NB) North Annroach (SB) WestAnnroachlF.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM ~ 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peal< 8:45AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left U-Tm Tbru Rioht Peds Left U-Tm Thru Riehl Peds Left U-Tm Tbru Rioht Peds 4 r I 3 3 I IO 8 6 6 6 7 IO 26 · 12 IO 6 4 7 15 IO 6 5 12 13 7 15 36 0 11 15 I 0 8 4 I 0 8 14 0 0 5 II 3 0 7 8 I 0 6 II I 0 4 20 2 0 6 18 2 0 5 19 0 0 IO 19 2 0 13 21 I 0 13 IO 1 0 13 21 3 0 34 77 5 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 0 14 19 6 0 17 21 8 0 26 19 0 0 27 19 4 0 15 30 5 0 19 32 2 0 20 34 4 0 25 32 3 0 17 30 8 0 16 17 3 0 17 26 4 0 21 24 6 0 27 34 8 0 81 128 17 20 20 21 20 21 27 24 18 24 26 18 20 27 86 32 34 27 37 47 31 44 51 50 42 40 33 51 176 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ·---1355 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic in Pk. Hr. = 2487 Intersection Pdstrns in Pk. Hr. = 63 0 6 2 3 6 2 I 4 0 I ·4 4 6 9 . 6 9 IO 7 10 7 7 12 5 4 9 II 12 31 0 0 0 0 23 . 3 0 I I 2 0 39 2 1 0 0 I ·o 56 2 I I I 0 0 58 5 I 0 3 I 0 69 I I I 0 I 0 78 5 3 I I I 0 75 5 4 3 0 5 I 75 4 0 3 0 I 1 73 3 1 I 0 2 2 76 3 4 2 0 2 0 120 5 4 0 0 7 3 124 4 5 3 3 7 3 124 5 5 9 O· IO 4 344 15 9 Peak Hr. Factor --. 0.86 0 0 4 I 184 7 8 0 I 7 4 213 8 3 4 I 8 0 202 7 2 0 0 5 0 188 3 7 4 I 4 0 198 4 4 0 6 7 I 206 6 7 I 3 4 2 229 7 IO 2 2 3 3 226 9 6 2 0 4 2 223 9 2 5 2 8 I 208 8 13 2 0 8 I 210 5 3 I 1 4 2 156 5 II 5 6 8 4 229 9 13 5 II 18 8 884 31 25 Peal< Hr. Factor -,. 0.96 Page I of3 East Annroach (WB) 15 min Total Left U-Tm Tbru Riehl Peds IV ehicles Peds 15 8 39 4 0 142 I IO 4 60 9 2 166 5 IO 8 76 IO I 209 2 13 8 84 9 3 220 8 29 IO 86 8 0 249 5. 20 8 93 15 0 268 4 9 13 99 7 I 2@ 8 18 8 147 24 3 339 5 13 13 114 7 I 282 2 18 5 149 22 4 340 IO 22 IO 151 20 0 394 5 24 5 89 19 0 329 6 29 13 151 24 4 394 IO 71 36 561 73 8 1355 22 23 8 186 26 2 522 16 23 14 230 19 0 609 12 22 8 2II 39 2 589 5 29 6 193 27 0 545 11 18 15 194 28 6 574 16 26 17 220 24 2 611 17 37 II 182 29 3 617 20 24 15 217 20 4 645 15 22 12 212 21 · 1 614 II 24 9 199 18 4 571 22 30 8 173 17 6 559 13 29 IO 183 17 2 503 20 37 17 230 39 6 645 22 109 55 831 94 IO 2487 63 ' ·: ' i ' , ~ .. , . . , 'I . l ,! ' " ·., '_1,:,. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 Page 1 Page2 Page3 '" RICK . ENGINEERING COMPANY Transportadon Dfoision RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Aviara Parkway E/W Street : Poinsettia Lane Count Date: 07/17/07 End of15 Day : Tuesday Weather : Sunny South Annroach fNR\ File : 2007 Int #40 Data Collected by : Lance, Robert , Traffic Control : Signalized North Annroach (SB) West Annroach (EB\ min .. prd. Left U-Tm Thru Ri!!ht Peds Left U,Tm Thru Ri•ht Peds Left U-Tm Thru Rioht Peds 6:15AM 6:30AM 6:45AM . 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15AM • 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45PM Peak 5:45PM Hour 34 23 52 53 63 56 77 73 47 77 60 60 77 257 74 60 89 89 92 75 87 65 68 59 63 70 92 295 0 8 0 I 0 10 0 I 0 17 ·I I 0 21 2 I 0 35 4 2 0 44 I 0 0 45 3 1 0 69 3 0 0 44 1 I 0 51 3 0 0 51· I 0 0 43 I 0 0 69 4 2 0 215 8 I Intersection Traffic in•Pk. Hr. Intersection Pdstms in Pk. Hr.· 0 32 4 0 0 48 4 0 0 65 2 I 0 56 3 0 0 32 0 0 0 40 3 2 0 53 I 0 0 44 4 , 1 0 46 I 0 0 41 3 I 0 50 I 0 0 27 1 0 0 65 4 2 I 3 5 12 5 15 5 5 6 16 6 13 16 33 6 12 19 12 18 14 28 27 37 9 13 13 37 0 183 9 3 106 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2044 5 0 ·o 0 0 0 o· 0 1 0 0 0 0 1 1 --~. 2504 9 8 9 0 · 14 0 13 9 0 9 14 0 23 0 28 19 0 11 8 4 30 2 41 23 0 16 16 2 66 0 43 32 , 1 11 24 2 44 0 30 30 2 23 22 l 64 0 40 42 0 23 12 2 89 0 43 46 0 31 9 2 142 2 50 59 I .32 17 0 126 0 72 54 0 38 15 1 154· 0 72 57 0 39 19 0 80 1 56 77 .o 30 12 3 87 0 76 83 0 39 . 24 4 154 2 76 83 2 140 60 3 502 3 250 247 I Peak Hr. Factor ---0.92 65 37 0 25 0 54 90 0 62 42 0 26 0 56 84 0 7Q 57 0 22 3 60 72 0 89 .47 0 28 0 74 90 0 88 74 0 28 4 47 75 0 89 64 0 29 0 81 IOI 0 116 131 0 35 0 58 82 1 123 123 0 30 0 71 104 0 99 88 2 32 1 63 86 0 70 83 1 38 I 68 105 0 75 73 , 0 23 I 66 77 0 50 41 0 20 0 66 81 0 123 131 2 38 4 81 105 1 427 406 2 126 1 273 373 1 Peak Hr. Factor --. 0.91 Page I of3 East A ""roach (WB) 15 min Total Left U-Tm Thru Ri!!ht Peds !Vehicles Peds 0 0 33 3 0 132 I 1 1 28 4 0 163 1 2 0 49 8 0 249 5 I 1 57 7 0 327 4 1 0 53 13 0 313 6 0 0 59 13 0 379 1 2 0 58 14 I 417 4 3 1 67 22 0 536 3 1 0 59 13 0 472 1 1· 0 52 22 0 558. I 2 0 68 18 0 478 0 2 0 68 22 0 497 3 3 1 68 22 I 558 6 7 I 246 75 0 2044 5 2 0 45 6 0 440 0 2 0 34 11 0 441 0 3 0 50 8 I 529 2 I 1 52 13 0 555 0 2 0 44 II 0 515 0 2 0 44 13 2 555 4 3 0 53 15 0 662 1 1 0 79 17 0 .689 1 6 0 62 9 1 598 3 3 0 56 11 0 547 2 0 () 41 14 0 497 0 2 0 56 17 0 444 0 6 1 79 17 2 689 4 12 0 238 54 3 2504 9 Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr (WB) Pk. Hr. Time Period : 7:45 AM to South A ppr (NB) 8:45 AM Lane· Config - urations Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings 2 2 Capacity 3600 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 257 215 Adjusted Hourly Volume 257 223 Utilization Factor 0.07 0.06 Critical Factors 0.07 ICU Ratio = 0.44 Turning Movements at Intersection of : ' -. Time : 7:45 AM to 8:45 AM Date: 07/17/07 Day : Tuesday Name : Lance, Robert Sub- To~ totals w e 566 s 1568 3 t 1002 A p p .r 1 0 0 N N 8 0 0.00 LOS= 505 250 247 Subtotals Total North Annr !SB) West Annr ll<B\ 1 1800 33 33 0.02 A I 1 2 4000 140 200 0:05 0.05 0 0 60 0 0.00 I 1 . 2 3600 505 505 0.14 0.14 A viara Parkway North Approach 1025 233 0 60 140 33 J t ~ _j ____. t 7 North +i t r 257 215 8 0 394 480 874 South Approach 1 2 1 2 0 2000 3600 1800 4000 0 250 247 8 246 75 250 247 8 321 0 0.13 0.07 0.00 0.08 0.00 0.08 and Poinsettia Lane Aviara Parkway Total 792 Subtotals Sub- totals Totals L 75 ◄ 246 329 + 8 1 621 292 Poinsettia Lane Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization · Page3 of3 East Annr IWBl Pk. Hr. Time Period : 4:45 PM to 5:45PM South Appr (NB) Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 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 295 183 Adjusted Hourly Volume 295 192 Utilization Factor 0.08 0.05 Critical Factors 0.08 ICURatio = 0.54 Turning Movements at Intersection of : Time : 4:45 _PM to 5:45 PM Date: 07/17/07 Day : Tuesday Name : Lance, Robert Sub- To~ totals w e 940 s 1713 1 t 773 A p p r 0 .o N N 9 0 0.00 LOS= 127 273 373 Subtotals Total North A n~rJSB) West Annr ms\ 2 0 2 1800 4000 0 3600 107 427 406 127 107 833 0 127 0.06 0.21 0.00 0.04 0.21 A A viara Parkway North Approach 1304 940. 1 406 427 107 J + ~ _j _.... t 7 North i t r 295 183 9 0 812 487 1299 South Approach 1 2000 273 273 0.14 0.14 and 1 1 2 3600 373 373 0.10 I 1800 12 12 0.01 0.01 Poinsettia Lane 2 0 4000 0 238 54 292 0 0.07 0.00 Aviara Parkway Total 364 Subtotals Sub- totals Totals L 54 +---238 304 r 12 0 692 388 Poinsettia Lane Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 Ullle Count Date: 07/18/07 Day: Wednesday Weather: S~y File : 2007 Int #41 Data Collected by : David, Trinidad Traffic Control : Signalized South Annroach fNR' North Annroach (SB) WestAn•roach fRB) 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. 7:30 AM Peal< 8:30AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15PM 6:30PM Max. 15min. Pk. Hr. Vol. 4:45 PM Peal< 5:45 PM Hour Left I 2 5 12 10 _ -8 9 7 13 13 JO 7 13 42 2 l 12 8 6 7 4 5 2 6 5 2 12 18 U-Tm Tbru Rjoht Peds Left U-Tm Tbru 0 0 0 0 2 I 0 0 0 0 0 3 0 I 0 0 2 0 2 0 0 0 1 2 0 10 0 0 0 I I 0 8 0 .0 0 I I 0 8 0 I 0 2 2 I 13 0 0 0 4 l 0 14 0 5 0 I 4 0 12 0 I 0 2 2 1 14 o· 0 0 3 3 0 14 0 0 0 2 2 0 11 0 0 0 4 4 I 14 l 5 0 9 9 2 53 0 6 Intersection Traffic m Pk. Hr. = 2625 Intersection Pdstms in Pk. Hr. 6 0 2 I 0 23 0 6 0 1 I 0 22 0 6 0 I I 0 26 0 2 0 4 3 l 20 0 4 0 0 4 1 . 29 0 3 0 2 1 6 26 0 4 0 2 I 2 24 0 6 0 I 4 0 34 0 5 0 0 1 3 35 0 1 0 I 0 I 33 0 3 0 2 I I 22 2 1 0 0 0 2 17 0 0 0 4 4 6 35 2 6 0 5 7 II 119 0 16 Intersection Traffic m Pk. Hr. = 2983 Intersection Pdstms in Pk. Hr. 23 Rjoht Peds Left U•Tm Tbru Rjoht Peds Left 46 0 4 0 53 0 0 0 56 0 13 0 57 I I 2 55 0 10 0 88 0 2 1 73 0 24 0 114 2 3 0 71 l 10 0 128 5 2 0 65 0 35 I 171 5 I 0 79 0 29 0 244 6 I 0 99 0 40 0 283 5 I 3 79 0 44 0 278 4 0 1 71 0 54 o_ 266 4 I I 75 0 48 0 222 3 0 0 71 0 61 0 240 8 0 1 99 l 61L-I 283 8 3 .3 328 0 167 -0 1071 19 3 -5 Peal< Hr. Factor 0.92 69 0 53 0 184_ 8 2 l 56 0 59 0 217 13 5 2 57 0 72 0 197 7 0 3 73 0 91 0 216 13 4 4 73 0 72 0 259 13 I 1 62 0 109 0 260 17 4 I 75 0 81 0 212 7 2 2 87 0 127 0 281 16 0 2 64 0 141 0 271 6 2 2 42 0 118 I 273 6 2 1 72 0 81 I 236 6 1 5 46 0 68 0 219 9 1 2 87 0 141 l 281 17 5 5 288 o· 458 0 1024 46 8 7 Peal< Hr. Factor 0.88 East A nnroach IWB) U-Tm Tbru Rjoht 0 140 3 0 117 4 0 136 8 0 182 18 0 177 4 0 213 13 0 232 17 0 231 18 0 181 14 0 207 16 0 207 11 0 214 25 0 232 25 0 851 65 0 177 17 0 194 15 I 159 18- 0 185 24 0 232 14 0 219 8 0 228 23 0 266 22 0 210 19 0 188 15 0 . 206 20 0 173 24 I 266 24 0 923 72 Page 1 of3 15 min Total Peds !vehicles Peds 1 250 I 0 256 I 0 307 2 0 438. 3 0 415 3 -I 522 2 0 633 2 0 71-0 I I 632 I 0 650 2 2 596 2 0 642 0 2 710 3 I 2625 6 0 543 2 0 587 5 I 556 I 3 645 8 0 706 2 3 716 13 I 665 5 0 850 0 0 752 5 I 687 4 2 660 4 0 560 ·3 3 850 13 4 2983 23 Paseo Del Norte at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appf (NB) NorthA r SB WestA r B Lane Config- urations Inside. I (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 I I 1800 2000 Are the North/South phases split (:{IN)? Are the East/West phases split (:{ IN)? Efficiency Lost Factor 0.10 Hourly Volume 42 9 Adjusted Hourly Vohime 42 18 Utilization Factor 0.02 0.01 Critical Factors 0.02 ICU Ratio = 0.57 ', Turning ~ovements at Intersection of : Time : 7:30 AM to 8:30AM Date: 07/18/07 Day : Wednesday 0 0 .N N 9 0 0.00 LOS= Name : David, Trinidad Sub- To~ totals w e 1221 s 2478 0 167 I I 0 2 1800 2000 0 3600 53 6 328 167 53 334 0 167 0.03 0.17 0.00 0.05 0.17 0.05 A Paseo Del Norte North Approach 628 387 0 328 6 53 · J + l. ~ t 1257 107!~ t 19 7 A North p p ~ t r r 42 9 9 0 Subtotals 30 60 Total 90 South Approach I . 2 1 4000 1800 1800 1071 19 5 1071 19 5 0.27 0.01 0.00 and Poinsettia Lane I 1 2 4000 851 916 0.23 0.23 0 0 65 0 0.00 Paseo Del Norte 241 L . 65 ..._ 851 r 5 Total Subtotals Sub- totals Totals 921 0 2054 1133 Poinsettia Lane Note : Left-tum volumes include U-tums. U-tums 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 Aeer (NB) North Annr (SB) West A""r "'Bi 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru ~ Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings . 1 1 0 1 1 0 2 2 1 Capacity 1800. 2000 0 1800 2000 0 3600 4000 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 18 5 7 119 16 288 458 1024 46 Adjusted Hourly Volume 18 12 0 119 304 0 458 1024 46 Utilization Factor 0.01 0.01 0.00 0.07 0.15 0.00 0.13 0.26 0.03 Critical Factors 0.01 0.15 0.13 ICU Ratio = 0.64 LOS= B Page 3 of3 East A""r IWB) Left Thru Right 1 1 1 1 1 2 0 1800 4000 0 7 923 72 7 995 0 0.00 0.25 0.00 0.25 Turning Movements at Intersection of : · Paseo-Del Norte and Poinsettia Lane w e s t A p p r Time : 4:45 .PM to 5:45 PM Date: 07/18/07 Day : Wednesday Name : David, Trinidad Sub- To~ totals 1229 2757 1528 0 Subtotals Total North Approach 288 J _j 458 1024_.. 46 423 16 + t North t 18 5 69 0 30 99 South Approach 958 0 119 ~ r 7 Paseo Del Norte 535 L 72 +--923 r 7 Total Subtotals Sub~ totals Totals 1002 0 2152 1150 Poinsettia Lane Note : Left-tum volumes include U-tums. U-tums in bold. E a S· A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 : Avenida Encinas E/W Street : Poinsettia Lane. Count Date : . 07/18/07 Day: Wednesday Weather: Sunny File : 2007 Int #42 Data Collected by : Raul, Alfonso Traffic Control : Signalized South Annroach lNR\ North An.;roach (SB) West Annroach IF.Bl End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM -&00AM 8:15 AM • 8:30AM • 8:45AM • 9:00AM • Max. 15min. Pk. Hr. Vol. 8.00 AM Peal< 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 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peal< 5:45 PM Hour Left 2 6 0 5 7 6 6 15 16 11 .17 10 17 54 12 16 13 18 30 21 15 21 17 21 23 22 30 74 U-Tm Thru Rioht Peds Left U-Tm Thru 0 5 15 2 18 0 8 0 I 33 I 12 0 9 0 4 40 2 22 0 8 0 3 36 I 11 0 12 0 9 36 1 20 0 23 0 12 40 0 44 0 20 0 12 60 I 29 0 14 0 16 49 3 42 0 19 0 15 64 1 20 0 10 0 12 44 1 28 0 9 0 20 62 1 37 0 24 0 18 51 2 36 0 17 0 20 64 3 44 0 24 0 65 221 5 121 0 60 Intersect1on Traffic m Pk. Hr. -1758 IntersectionPdstrnsinPk. Hr. 41 0 9 77 0 31 0 32 0 18 93 2 53 0 38 0 21 85 1 61 0 44 0 28 89 8 30 0 23· 0 25 83 2 74 0 26 0 19 104 1 39 0 31 0 17 82 6 61 0 27 0 22 93 4 84 0 41 0 19 126 3 53 0 26 0 22 90 3 64 0 29 0 29 102 0 34 0 19 0 16 95 I 33 0 22 0 29 126 8 84 0 44 0 77 405 14 237 0 125 Intersection Traffic m Pk. Hr. 2090 - Intersection Pdstrns in Pk. Hr. 46 Ri•ht Pcds Left U-Tm Thru Rioht Peds . I 0 0 0 9 3 6 3 0 <i 0 . 15 I 3 5 2 1 0 9 4 7 13 1 2 0 21 8 3 15 0 6 0 11 9 0 15 5 4 0 22 5 3 17 4 5 0 20 9 5 10 5 6 0 37 21 6 9 4 3 0 24 11 0 18 4 7 0 38 15 4 9 1 4 0 40 12 2 14 5 12 0 37 12 4 18 5 12 0 40 21 7 50 14 26 0 139 50 10 Peale Hr. Factor 0.90 2 0 8 0 48 21 2 17 0 19 0 35 25 I 23 3 6 0 56 24 8 15 I 10 0 47 23 0 13 3 -5 0 61 33 21 20 0 9 0 49 19 2 16 7 9 0 52 15 2 22 2 18 0 49 17 4 10 0 15 0 56 30 8 13 0 7 0 47 33 10 9 4 13 0 40 18 I 16 2 10 0 54 23 6 23 7 19 0 . 61 33 21 68 9 51 0 206 81 16 Peale Hr. Factor 0.91 East Annroach (WB) Left U-Tm Thru Rioht 29 0 15 41 27 0 33 17 31 4 84 44 49 0 88 74 56 0 88 39 44 1 70 60 82 1 86 57 88 0 107 55 80 0 104 51 95 0 97 41 91 0 95 38 93 0 126 61 95 4 126 74 359 0 422 191 71 0 51 48 100 I 48 49 85 0 35 43 82 0 35 41 72 0 44 45 68 0 61 52 94 0 49 39 73 0 66 66 77 0 66 55 84 0 40 31 80 0 57 44 86 0 49 46 100 I 66 66 312 0 242 212 ( .i Page I of3 15 min Total Peds N'ehicles Peds 0 146 8 1 157 5 I 256 12 0 322 5 5 319 6 I 343 9 I 398 11 2 465 16 2 407 7 I 415 10 9 449 13 0 487 11 9 487 16 12 1158 41 0· 410 2 0 512 3 2 496 14 0 441 9 0 511 26 0 492 3 5 476 20 I 572 II I 550 12 0 481 13 0 468 5 0 472 9 5 572 26 7 2090 46 Avenida Encinas at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : 4:45 PM to South Appr (NB) 5:45 PM Lane Config- urations Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings . 1 Capacity 1800 2000 Are the Norih/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 74 77 Adjusted Hourly Volume 74 77 Utilization Factor 0.04 0.04 Critical Factors 1 1800 N N 405 405 0.23 0.23 ICU Ratio = 0.61 . LOS= Turning Movemei:its at Int~rsection of: w e s t A p p r Time : 4:45 PM to 5:45 PM Date : 07 /18/07 Day : Wednesday Name : Raul, Alfonso Sub- To~ totals 722 384 338 0 Subtotals Total 51 206 81 North Annr (SB) West Annr /EB\ I , 1 I 1800 2000 1800 1800 237 125 68 51 237 125 68 51 0.13 0.06 0.04 0.03 0.13 0.03 B Avenida Encinas North Approach 770 430 0 68 125 237 J + ~ __j _... t 7 North ~ t r 74 77 405 0 518 556 1074 3 6000 206 287 0.05 and 1 0 0 81 0 0.00 1 1 2 3600 312 312 0.09 · Poinsettia Lane 2 4000 242 242 0.06 Avenida Encinas 340 L 212 ~ 242 r 312 0 Total Subtotals Sub- totals 766 848 Poinsettia Lane 1 1800 212 212 0.12 0.12 Totals· E a s I 1614 A p p r South Approach Note : Left-tum volumes include . U-tums. U-tums in bold. "': ' ·.1 ' .• ' .: -, .,. . -. ~ ' ,-,./ CITY OF CAR~SBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 Torn Movement Diagram Page 1 Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : Melrose Drive E/W Street : Alga Road Count Date: 08/09/07 Day : Thursday · Weather : Sunny File : 2007 Int #43 Data Collected by : Newera, Leanne Traffic Control : Signalized South Annroach /NB) North Annroach {SB) WestA""roach IF.Bl End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15AM • 8:30AM 8:45AM 9:00AM Max. 15min. Pk. Hr. Vol. 7.15 AM . Peak 8:15 AM Hour 3:45 PM 4:00PM 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. 4.30 PM Peak 5:30 PM Hour Left 21 25 49 70 64 93 74 88 80 79 66 72 93 335 53 66 94 47 76 85 80 81 63 66 62 49 94 322 U-Tm Thru Riehl Peds Left U-Tm 5 35 0 2 0 0 12 38 0 0 0 0 11 71 I 0 0 0 14 82 1 0 0 0 8 91 0 0 1 0 5 112 0 0 1 0 3 140 0 0 0 1 2 171 0 1 1 0 2 167 1 0 0 0 8, 111 0 0 2 0 6 113 2 1 0 0 5 115 0 ·o 0 0 14 171 2 2 2 1 12 590 1 1 2 1 Intersection Traffic m Pk. Hr. -2006 Intersection Pdstms in Pk. Hr. 2 3 96 2 2 1 0 1 121 2 0 3 0 6 121 1 1 I 0 2 132 3 0 7 0 6 148 1 0 1 0 4 88 0 0 2 0 6 126 0 Q 2 0 2 117 2 0 2 1 9 106 0 0 7 0 5 116 1 1 1 1 5 113 0 1 7 1 6 96 0 0 4 1 9 148 3 2 7 1 18 .479 3 0 7 . 1 Intersection Traffic m Pk. Hr. -2329. Intersection Pdstrns in Pk. Hr. 1 Thru Ricllt Peds Left U-Tm Thro Rieht Peds Left 42 15 1 5 0 0 16 0 0 83 24. 1 9 0 2 20 0 4 118 17 0 9 0 3 32 0 1 133 35 0 11 0 I 46 0 1 103 35 0 24 0 0 42 0 4 138 29 0 22 0 1 49 0 2 125 46 0 33 0 2 55 1 5 163 33 0 29 0 1 79 0 2 98 40 0 28 0 1 60 0 1 122 34 0 15 1 1 56 0 1 116 34 1 26 1 3 64 0 2 127 30 0 32 0 2 69 0 1 163 46 I 33 1 3 79 1 5 524 148 0 112 0 5 243 1 10 Peak Hr. Factor 0.87 117 13 0 40 0 5 104 0 0 131 26 0 38 0 4 93 0 0 115 16 0 33 I 3 107 0 1 197 34 0 37 2 4 101 0 2 153 30 0 35 0 7 113 0 5 147 23 0 43 0 6 108 0 2 177 38 0 43 0 4 106 0 3 235 34 0 44 0 6 114 0 1 180 19 0 43 0 10 120 0 1 182 28 0 32 0 6 83 0 2 129 16 0 38 0 5 92 0 8 111 23 0 38 0 6 61 0 1 235 38 0 44 2 10 120 0 8 712 125 0-165 0 23 441 0 11 Peak Hr. Factor 0.91 East Annroach /WB) U-Tm Thru Right 0 3 0 .o 1 1 0 5 2 0 4 2 0 0 0 0 2 2 0 5 2 0 5 2 0 4 1 0 4 1 0 4 3 0 3 0 0 5 3 0 16 7 0 4 ·2 0 2 1 .o 1 0 0 6 2 0 4 4 0 4 3 0 2 2 0 1 2 0 6 5 ·o 3 2 0 5 2 . 0 2 2 0 6 5 0 11 11 Page 1 of3 15 min Total Peds Vehicles Peds 0 142 3 0 219 1 0 319 0 0 400 0 0 372 0 0 456 0 0 491 1 0 576 1 0 483 0 0 435 0 0 440 2 0 456 0 0 • 576 3 0 2006 2 0 440 2 0 488 0 0 500 1 0 576 0 0 583 ·o I 515 1 0 589 0 0 642 0 0 569 0 1 528 2 0 483 1 0 400 0 I 642 2 I 2329 1 Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:15 AM to South Appr (NB) North Annr /SB) West Annr (EB) 8:15 AM Lane Config • urations Inside (left) 1 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 347 590 Adjusted Hourly Volume 347 591 Utilization Factor 0.19 0.10 Critical Factors 0.19 ICU Ratio = 0.53 0 0 N N 1 0 0.00 LOS= I , 1800 3 3 0.00 A I 1 I 3 6000 524 672 0.11 0.11 0 0 148 0 0.00 I 1800 2000 1800 112 5 243 112 248 0 0.06 0.12 0.00 0.12 Page2 of3 East Annr /WB) I 0 1800 2000 0 10 16 7 10 23 0 O.Ql O.Ql 0.00 0.01 Turning Movements at Inter.Section Of: Melrose Drive and Alga Road Time: 7:15 AM to 8:15 AM North Approach Melrose Drive Date: 08/09/07 Day : Thursday 1385 Total Name : Newera, Leanne 675 · 710 Subtotals 1 Sub-148 524 3 Sub· To~ totals j t L. totals Totals w e 499 _j L s 859 0 112 7 t 360 5 ~ t ~ 16 33 243 7 r 10 0 41 A North p 8 p i t r r 347 590 Alga Road 12 Subtotals 789 938 Total 1727 South Approach Note: Left-turn volumes include U-turns. U-tums in bold. E a s A p p r Melrose Drive at Alga R~ad Lane Configuration for Intersection Capacity Utilization , Pk. Hr. Time Period : 4:30 PM to South A ppr (NB) 5:30 PM Lane Config - urations Inside (left) I I 2 3 4 5 6 Outside 7 Free-flow Lane Settings I Capacity 1800 I I I 3 6000. Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 340 479 Adjusted Hourly Volume 340 482 Utilization Factor 0.19 0.08 Critical Factors 0.19 ICU Ratio = 0.67 0 0 N N 3 0 0.00 LOS= North A nnr (SB) 1. 3 0 1800 6000 0 8 712 125 8 837 0 0.00 0.14 0.00 0.14 B West A nnr (EB) I I . 1800 2000 1800 165 23 441 165 464 0 0.09 0.23 0.00 0.23 Page 3 of3 East Annr (WB) I 0 1800 2000 0 II II II II 22 0 0.01 O.QI 0.00 O.QJ Turning Movements at Intersection of: Melrose Drive and Alga Road Time : 4:30 PM to 5:30 PM North Approach Date: 08/09/07 Day : Thursday Name: Newera, Leanne Sub-125 To~ totals J w e 458 _j s 1087 0 165 t 629 23 ---->- 441 7 A p p i r 340 18 Subtotals 1182 Total 2004 South Approach 1501 845 1 712 8 t ~ t North t r 479 3 822 Melrose Drive 656 L 11 +-11 r II Total Subtotals Sub- totals Totals 33 0 66 33 Alga 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 SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 44 Intersection Location: Alga Road &; El Fuerte Street 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 : El Fuerte Street E/W Street : Alga Road Count Date: 08/08/07 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 5:00PM 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 Day : Wednesday Weather: Sunny South Annroach (NB) Left U-Tm Thru Ri•ht Peds 2 5 6 6 5 2 5 5 7 7 1 5 7 24 1 2 2 2 2 1 2 7 6 1 5 7 7 16 0 1 6 0 0 2 10 0 0 2 7 0 0 4 14 . 0 0 5 18 I 0 10 14 0 0 12 10 0 0 4 22 0 0 16 22 0 0 10 22 0 0 7 20 0 0 7 24 0 0 16 24 1 0 42 76 0 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 0 5 18 0 0 10 21 0 0 0 13 0 0 5 20 1 0 0 17 0 0 4 15· 0 0 6 19 0 0 7 23 0 0 2 20 0 0 5 20 1 0 1 12 0 0 9 23 0 0 10 23 1 0 20 82 1 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. Page 1 of3 File : 2007 Int #44 Data Collected by : Newera, Leanne Traffic Control : Signalized North Annroach (SB\ West Annroach (EB) Left U-Tm Thru . Ri•ht Peds Left U-Tm Thru Ri~ht Peds 3 6 7 4 3 9 6 7 8 6 6 10 10 27 10 10 12 8 II 18 16 18 20 13 14 17 20 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . ---1082 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . ---1342 2 . 2 2 5 4 7 2 6 2 1 9 5 2 9 18 3 . 8 6 5 6 10 10 9 4 8 8 1 10 31 7 0 II 0 13 I 15 1 II r 9 0 15 2 8 0 17 0 16 0 13 0 14 1 17 2 56 2_ Peak Hr. Factor 5 0 9 0 II 0 9 0 14 0 10 0 16 0 4 0 7 0 8 0 9 0 4 0 16 0 35 0 Peak Hr. Factor 1 0 19 0 0 0 0 17 4 0 I 0 .34 2 I ·3 0 35 3 I 2 0 38 2 I 4 0 51 ',j I 5 0 64 2 0 9 0 72 3 I 11 0 60 4 1 9 0 55 1 1 4 0 '52 8 0 7 0 75 2 2 11 0 75 8 2 34 0 251 10 3 ---0.93 16 0 99 6 0 15 0 122 8 1 11 I 97 6 0 14 0 115 14 0 10 0 124 6 0 17 1 125 6 0 21 0 128 13 0 21 1 151 8 0 20 0 159 12 I 9 0 141 7 0 i4 0 117 5 1 19 0 82 3 1 21 1 159 14 1 71 1 579 40 1 ---0.96 East Annroach fWB) 15 min Total Left U-Tm Thru Ri•ht Ped,. Wehicles Peds 6 1 32 1 0 81 0 10 I 58 0 0 126 0 14 1 69 2 1 163 3 34 1 86 3 0 212 2 22 2 97 6 1 218 4 11 3 93 6 1 218 2 19 4 102 8 0 258 2 31 0 119 6 I 288 2 29 1 111 4 0 291 1 1.9 2 84 5 0 245 1 22 2 83 3 0 226 0 25 0 98 8 0 277 3 34 4 119 8 1 291 4 98 7 416 23 1 1082 6 13 I 58 6 0 241 0 14 2 70 1 1 292 2 17 0 85 3 0 264 0 16 0 61 0 0 269 1 10 2 53 5 0 260 0 26 1 70 7 0 311 0 26 0 59 ~ 0 320 0 19 2 75 3 0 348 0 25 0 56 7 0 338 I 25 0 92 7 0 336 1 13 0 75 4 0 277 1 20 1 58 7 0 251 1 26 2 92 7 1 348 2 ,95 2 282 21 0 1342 2 El Fuerte Street at Alga Road Lane Configuration for Intersection Capacity Utilization ' Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - urations Inside (left) · Outside Free-flow Lane Settings Capacity 1 2 3 4 5 6 ·7 1 . I I 1800 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 24 42 Adjusted Hourly Volume 24 42 Utilization Factor 0.01 0.00 Critical Factors ICU Ratio = 0.25 fuming Movements at Intersection of: Time : 7:30 AM ' 1800 N N 76 76 0.04 0.00 LOS= North Annr (SB) 1 I I I 1800 2000 1800 1800 27 18 56 34 27 18 56 34 0.02 0.01 0.03 0.02 0.02 0.02 A El Fuerte Street 2 4000 251 261 0.07 and 0 0 10 0 0.00 Page 2 of,3 East Appr (WB) I 2 0 1800 4000 0 105 416 23 105 439 0 0.06 0.11 0.00 0.11 Alga Road to 8:30 AM North Approach El Fuerte Street Date: 08/08/07 Day : Wednesday 200 Total Name : Newera, Leanne 101 99 Subtotals 0 Sub-56 18 27 Sub- To~ totals J t ~ totals Totals w e 496 _j L s 791 0 34 23 t 295 251 ____.. t +--416 544 10 7 r 105 7 905 A North p 361 p i t r r 24 42 76 Alga Road 0 Subtotals 126 142 Total 268 South Approach Note: Left-turn volumes include U-tums. U-tums in bold. E a s t A p p r El Fuerte Street at Alga Ro1td Lane Configuration for Intersection Capacity Utilization Page 3 of3 East A ""r 'rWB, ' , Pk. Hr. Time Period : South Appr (NB) 5:00 PM to. 6:00PM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 1800 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 16 20 Adjusted Hourly Volume 16 20 Utilization Factor O.QI 0.01 Critical Factors 1800 N N 82 82 0.05 0.00 North Annr (SB) 1 1800 2000 1800 • 67 31 35 67 31 35 0.04 0.02 0.02 0.04 WestAnnr/EB\ 2 1800 4000 72 579 72 619 0.04 0.15 0.15 I 0 0 I 2 1800 4000 0 0 40 97 282 21 0 97 303 0 0.00 0.05 0.08 0.00 0.05 ICU Ratio = 0.34 LOS= A ·, Turning Movements at Intersection of : El Fuerte Street and Alga Road Time: 5:00 PM to 6:00 PM North Approach El Fuerte Street Date: 08/08/07 Day : Wednesday 245 Total Name : Newera, Leanne 133 112 Subtotals 0 Sub-35 31 67 Sub - Totals totals J + L. totals w e 334 _j L s 1025 1 72 21 t 691 579 _., t ~ 282 400 40 7 r 97 2 A North p 730 p i t r r 16 20 82 Alga Road 0 Subtotals 166 118 Total 284 Totals 1130 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 SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 45 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 HourICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transponation_ Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City: Carlsbad Intersection of: N/S Street : Marron Road E/W Street : Jefferson street Count Date: 07/24/07 Day : Tuesday Weather: Sunny File : 2007 Int #45 Data Collected by: Robert, David 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 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM • 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45AM Peak 8:45 AM Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM * 5:30PM * 5:45 PM • 6:00PM • 6:15 PM 6:30PM Max. 15 min. Pk Hr. Vol. 5.00PM Peak 6:00 PM Hour Left 2 8 6 5 7- 9 8 11 4 12 14 17 17 41 19 28 22 16 20 33 28" 21 17 20 -17 22 33 86 U-Tm Thru Riehl Peds 0 13 0 0 0 11 0 0 0 18 0 0 0 21 0 0 0 28 I 0 0 26 2 0 0 22 I 0 0 37 0 0 0 -33 0 0 0 28 I 0 0 24 2 I 0 42 0 I 0 42 2 I 0 122 3 I Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 101 3 0 I 105 3 0 0 78 I 0 0 91 4 0 0 97 0 0 0 98 2 0 0 95 3 I 0 98 I 0 0 89 6 0 0 100 2 0 0 92 0 0 0 68 2 I. I 105 6 I 0 382 12 1 Left 5 5 8 6 9 7 10 20 26 27 21 21 27 94 52 55 86 60 78 75 68 77 76 75 48 57 86 296 U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 855 9 I 0 0 0 0 0 2 I I 0 0 0 2 4 lnlersect1on Traffic m Pk Hr. -2160 Intersection Pdstrns in Pk. Hr. 7 Thru Riehl Peds Left U-Tm Thru Riehl Peds 14 30 0 5 0 0 0 0 18 56 I 2 0 0 I 0 22 77 0 8 0 0 4 0 28 54 0 6 0 2 I 0 40 99 I 10 0 2 16 0 54 73 0 5 0 I 2 0 53 99 0 6 0 0 I 0 35 116 0 13 0 5 7 0 37 63 0 13 0 3 2 2 43 57 2 10 0 9 4 0 44 76 I 13 0 2 7 0 32 69 2 12 0 2 5 I 54 116 2 13 0 9 16 2 159 312 3 49 0 19 20 .2 Peak Hr. Factor 0.86 95 58 0 51 4 22 19 0 89 51 I 53 0 9 14 2 89 55 2 48 0 15 18 0 104 66 0 61 0 10 13 0 109 54 0 53 0 12 22 0 91 53 1 45 0 15 13 I 126 57 0 67 0 20 14 0 100 47 1 79 0 15 19 0 109 50 I 49 0 12 16 0 115 57 1 59 0 10 19 i 97 34 1 47 0 9 14 0 82 43 0 50 0 14 13 0 126' 66 2 79 4 22 -22 2 450 211 3 254 0 57 68 1 Peak Hr. Factor 0.97 East Annroach (WB) Left U-Tm Thru Rioht 0 0 0 5 0 0 I 4 I 0 0 I 0 0 3 5 0 0 3 3 0 0 2 2 0 0 0 3 0 0 I 4 0 0 2 5 I 0 3 12 I I I 5 2 0 3 10 2 I 3 12 2 I 7 26 4 0 14 52 I 0 6 67 I 0 11 73 I 0 5 48 2 0 14 55 I 0 6 62 I 0 9 63 2 0 8 65 4 I 13 74 4 0 8 88 I 0 7 71 3 0 8 58 4 I 14 88 11 1 38 290 Page I of3 15 min Total Peds !Vehicles Peds 0 74 0 0 106 I I 145 I 0 131 0 I 218 2 0 "183 0 0 203 0 2 249 2 0 188 2 0 207-2 I 211 3 0 215 4 2 249 4 3 855 9 0 495 0 2 482 5 0 ·497 2 1 479 I ·o 516 o- 0 494 2 o_ 553 I I 533 2 0 517 I I 557 3 2 437 3 0 420 1 2 557 5 2 2160 7 - Marron Road at Jefferson Street Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:45 AM to South A ppr (NB) North Annr (SB) West Annr (EB) 8:45 AM Lane Config - urations Inside (left) 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 41 122 Adjusted Hourly Volume 41 125 Utilization Factor 0.02 0.Q3 Critical Factors 0.02 ICU Ratio = 0.33 0 0 N N 3 0 0.00 LOS= 2 2 0 3600 4000 1800 1800 2000 0 94 159 312 49 19 20 94 159 312 49 39 0 0.Q3 0.04 0.17 0.03 0.02 0.00 0.17 0.Q3 A Page 2 of3 East Annr (WB) I. 1800 2000 1800 3 7 26 3 7 26 0.00 0.00 0.o! 0.01 ,. Turning Movements at Intersection of: Marron Road and Jefferson Street I Time: 7:45 AM to 8:45 AM North Approach Marron Road Date: 07/24/07 Day : Tuesday 762 Total Name : Robert, David 565 197 Subtotals 0 Sub-312 159 94 Sub- To~ totals J + ~ totals Totals w e 360 _j t s 448 0 49 26 t 88 19 -->-t .._ 7 36 20 7 .. 3 I 153 A North p 117 p +i t r r 41 122 3 Jefferson Street 0 Subtotals 181 166 Total 347 ' South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r :·• . . ' •' ',, .·; •• .I ' '. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 46 Intersection Location: Monroe 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 : Monroe Street E/W Street : Matron Road Count pate: 07/24/07 Day : Tuesday Weather : Sunny File : 2007 Int #46 Data Collected by : Raul, Alfonso Traffic Control : Signalized South Annroach (NB) North Ann~oach (SB) WestAnnroachlEB) End of15 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. 7:00AM Peak 8:00AM Hour 3:45PM 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 6:30PM Max. 15 min. Pk. Hr. Vol. 5.00PM Peak 6:00PM Hour Left 3. 9 13 14 21 23 19 31 21 13 21 27 31 94 36 34 28 28 29 37 33 33 31 35 28 32 37 132 U-Tm Thro Ri•ht Peds Left U-Tm 0 0 3 0 8 0 0 3 2 2 8 0 0 2 7 1 3 0 0 5 4 I 3 0 0 4 7 2 4 0 0 1 8 0 2 0 0 2 14 0 2 0 0 6 23 0 2 0 0 3 14 0 5 0 0 6 6 15 1 0 0 5 5 0 3 0 0 8 13 1 2 0 0 8 23 15 8 0 0 13 52 2 10 0 Intersection Traffic m Pk. Hr. 540 Intersection Pdstrns in Pk. Hr. . -5 0 22 18 0 . 0 23 15 1 0 20 30 o· 0 17 21 0 0 15 19 2 0 21 26 2 0 17 15 0 0 19 26 0 0 25 19 0 0 16 28 0 0 23 19 0 0 12 19 0 0 25 30 2 0 77 88 0 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 18 33 27 23 30 23 22 23 25 20 13 18 33 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1544 3 Thru Ri•ht Peds Left U-Tm Thro Ri•ht Peds 3 3 0 4 0 5 3 0 0 3 0 1 0 6 6 0 0 3 0 7 0 7 10 0 2 6 0 6 0 7 16 0 1 5 0 5 0 15 34 1 4 6 0 6 0 16 35 0 3 1 0 7 0 15 35 0 2 7 0 6 0 18 16 0 4 4 0 9 0 15 16 0 6 8 1 9 0 25 15 1 2 2 0 7 . 0 20 26 0 2 7 0 7 0 31 13 0 6 8 1 9 0 31 35 1 10 19 0 24 0 64 120 1 Peak Hr. Factor 0.89 19 21 0 24 0 60 40 0 21 37 0 21 0 46 28 1 28 19 0 23 0 53 33 0 18 25 0 17 0 57 34 2 19 28 0 21 0 68 43 0 25 29 0 16 0 53 32 0 19 19 1 25 0 67 41 0 23 26 1 22 0 72 34 1 18 23 0 23 0 77 34 0 17 27 0 27 0 59 41 0 14 18 0 19 0 69 24 0 14 33 0 23 0 49 32 3 28 37 1 27 0 77 43 3 77 95 2 97 0 275 150 1 Peak Hr. Factor 0.97 East Annroach (WB) Left U-Tm Thru Right 5 0 5 4 10 0 7 3 8 0 7 4 9 0 8 2 12 0 14 3 12 0 12 5 19 0 14 2 19 0 14 8 10 0 15 6 9 . 0 18 6 9 0 17 5 I 1 0 30 12 19 0 30 12 62 0 54 18 26 0 75 25 27 0 57 30 19 0 50 20 19 0 63 18 22 0 58 22 17 0 71 20 23 0 71 21 25 0 55 31 24 0 66 34 . 20 0 72 21 16 0 47 16 15 0 57 24 27 0 . 75 34 92 0 264 107 Page 1 of3 15 min Total Peds Vehicles Peds 0 46 0 0 58 2 1 71 2 0 82 1 0 125 3 0 130 0 0 133 0 2 152 2 0 122 0 0 122 17 0 122 0 0 163 1 2 163 17 2 540 5 0 384 0 0 372 2 2 350 2 0 340 2 2 374 4 0 370 2 0 373 1 0 389 2 0 399 0 0 383 0 0 306 0 0 328 3 2 399 4 0 1544 3 Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:00AM to 8:00AM South Appr (NB) North Annr (SB) West Annr "'Bi 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 94 13 Adjusted Hourly Volume 94 65 Utilization Factor 0.05 0.02 Critical Factors 0.05 ICU Ratio = 0.24 0 0 N N 52 0 0.00 LOS= 1 2 0 1 2 0 1800 4000 0 1800 4000 0 10 10 19 24 64 120 10 29 0 24 184 0 0.QI 0.QI 0.00 0.QI 0.05 0.00 0.QI 0.05 A Page 2 of3 East Annr !WB) I 2 0 1800 4000 0 62 54 18 62 72 0 0.03 0.02 0.00 0.03 " Turning Movements at Intersection of: Monroe Street and Marron Road Time: 7:00 AM to 8:00 AM North Approach Monroe Street Date: 07/24/07 Day : Tuesday 94 Total Name : Raul, Alfonso 39 55 Subtotals 0 Sub -19 10 10 Sub- To~ totals J + L. totals Totals w e 167 _j L s 375 0 24 18 t 208 64 _.. i +--54· 134 120 7 r 62 0 260 A North p 126 p i t r r 94 13 52 Marron Road 0 Subtotals 192 159 Total 351 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WBl Pk. Hr. Time Period : South Appr (NB) 5:00 PM to . 6:00PM Lane Config • urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings .Capacity 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 132 77 . Adjusted Hourly Volume 132 165 Utilization Factor 0.07 0.04 Critical Factors 0,07 ICU Ratio = 0.37 Turning Movements at Intersection of: Time: 5:00 PM to 6:00 PM Date: 07/24/07 Day : Tuesday Name : Raul, Alfons_o Sub- To~ totals w e 491 s 1013 0 t 522 A p p r 0 0 N N 88 0 0.00 LOS= 97 275 150 Subtotals Total North A nnr /SB) West Annr (EB) I I 2 0 1800 4000 0 1800 90 77 95 97 90 172 0 97 0.05 0.04 0.00 0.05 0.04 A Monroe Street North Approach 543 262 0 95 77 90 J t ~ _j ---+ t 7 North +i t r 132 77 88 0 319 297 616 South Approach 2 0 1 2 0 4000 0 1800 4000 0 275 150 92 264 107 425 0 92 371 0 0.11 0.00 0.05 0.09 0.00 0.11 0.05 ai,.d Marron Road Monroe Street 281 L 107 +:-264 r 92 Total Subtotals Sub- totals Totals 463 0 916 453 Marron Road Note : Left-turn volumes include U-tums. U-tums in bold. E a s t, A p p r ·-~ CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 47 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 '"' 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 : Day : Thursday 08/02/07 Weather: Sunny File: 2007 Int #47 Data Collected by : Jason, Lotous Traffic Control : Signalized South Anoroach /NB) North Anoroach (SB) West Annroach /EB\ End of15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM 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 * 6:00 PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Right Peds 9 0 0 4 0 0 0 0 0 0 6 0 0 0 I 0 0 0 0 0 4 0 0 3 0 0 0 0 0 0 13 0 0 5 0 0 0 0 0 0 14 0 0 6 0 0 0 0 0 0 21 0 0 6 2 0 0 0 0 0 26 0 0 15 0 0 0 0 0 0 29 0 0 21 I 0 0 0 0 0 32 0 0 18 I 0 0 0 0 0 30 I 0 20 0 0 0 0 0 0 37 0 0 33 0 0 0 0 0 0 29 0 0 27 0 0 0 0 0 0 37 · I 0 33 2 0 0 0 0 0 117 I 0 74 2 0 0 0 0 0 Intersection Traffic in Pk. Hr. =. 2378 Peak Hr. Factor Intersection Pdstrns in Pk. Hr. = 13 99 I 0 47 0 0 0 0 0 0 96 I 0 24 0 0 0 0 0 0 116 0 0 48 0 0 0 0 0 0 100 0 0 34 0 0 0 0 0 0 IOI 0 0 48 ·O 0 0 0 0 0 108 0 0 37 2 0 0 0 0 o. 117 0 0 39 0 0 0 0 0 0 97 0 0 33 0 0 0 0 0 0 107 0 0 38 0 0 0 0 0 0 109 0 0 33 0 0 0 0 0 0 105 0 0 ·32 0 0 0 0 0 0 102 0 0 27 0 0 0 0 0 0 117 I 0 48 2 0 0 0 0 0 429 0 0 147 2 0 0 0 0 0 Intersection Traffic in Pk. Hr. = 2863 Peak Hr. Factor Intersection Pdstms in Pk. Hr. = 4 Left U-Tm Thro Right· Peds· 0 0 54 6 0 0 0 80 23 I 0 0 113 34· 0 0 0 207 81 0 0 0 155 88 0 0 0 219 72 2 0 0 293 74 3 0 0 401 99 0 0 0 298 103 2 0 0 254 85 0 0 0 227 60 0 0 0 215 66 0 0 0 401 103 3 0 0 1246 361 5 0.85 0 0 155 71 0 0 0 157 64 0 0 0 168 60 0 0 0 164 75 0 0 0 142 64 0 0 0 191 69 I 0 0. 1_76 61 0 0 0 -156 69 0 0 0 187 59 I 0 0 186 67 2 0 0 139 55 0 0 0 · 126 51 0 0 0 191 75 2 0 0 710 258 2 .. 0.94 Page I of3 East Annroach (WB) 15 min Total Left U-Tm Thro Ri•ht Peds Vehicles Peds 9 0 92 0 0 174 0 5 0 106 0 0 220 2 IO 0 124 0 0 288 0 19 I 119 0 0 445 0 14 0 115 0 0 392 0 21 0 122 0 0 461 4 14 0 116 0 0 538 3 25· 0 128 0 4 703 5 22 0 131 0 2 604 5 21 o. 122 0 0 533 0 I I 0 126 0 0 494 0 20 0 141 0 0 498 0 25 I 141 0 4 703 5 82 0 497 0 6 2378 13 18 0 229 0 0 620 0 20 0 263 . 0 0 625 0 20 0 263 0 I 675 I 20 0 267 0 0 660 0 29 0 270 0 0 654 0 13 0 300 0 0 718 3 21 0 348 0 0 762 0 33 0 319 0 0 707 0 10 0 275 0 0 676 I . 20 0 256 0 0 671 2 18 I 252 0 0 -602 0 18 0 205 0 0 529 0 33 I 348 0 I 762 ·3 77 0 1242 0 0 2863 4 Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) North An•r !SB\ West Annr !EB) 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 118 0 Adjusted Hourly Volume 118 0 Utilization Factor 0.03 0.00 Critical Factors ICU Ratio = 0.59 1800 N N 74 74 0.04 0.04 LOS= . I 0 0 0 0. 2 0 0 0 0 0 4000 0 0 0 0 0 1246 361 0 0 0 0 1607 0 0.00 0.00 0.00 0.00 0.40 0.00 0.00 0.40 A Page 2 of3 East Annr (WB\ 3 0 1800 6000 0 82 497 0 82 497 0 0.05 0.08 0.00 0.05 --, , "Turning Movements at Intersection of: Paseo Del Norte and Cannon Road Time: 7:30 AM to 8:30AM North Approach Date: 08/02/07 Day : Thursday Name : Jason, Lotous 0 Sub-0 0 To~ totals J t w e 614 ___j s 2221 0 0 t 1607 1246-+ 361 7 A North p p ~ t r 118 0 I Subtotals 444 192 Total 636 South Approach 0 0 0 L. r 74 Paseo Del Norte 0 L 0 ~ 497 r 82 Total Subtotals Sub - totals Totals 579 0 1899 1320 Cannon Road Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity UtiHzation , Pk. Hr. Time Period : South Appr (NB) " 4:45 PM to 5:45 PM Lane Config. urations Inside (left) 1 1 2 1 3 4 5 6 Outside 7 Free-flow Lane Settings 2 Capacity 3600 0 0 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? · Efficiency Lost Factor 0.10 Hourly Volume . 429 0 Adjusted Hourly Volume 429 0 Utilization Factor 0.12 0.00 Critical Factors 0.12 ICURatio = 0.50 , Turning Movements at Intersection of: Time : 4:45 PM 1 1800 N N 147 147 ·0.08 LOS= North Annr (SB) 0 0 0 0 2 0 0 0 0 4000 0 0 0 0 710 0 0 0 0 968 0.00 0.00 0.00 o.oo 0.24 0.00 0.00 0.24 A Paseo -Del ·Norte and 1 0 0 258 0 0.00 Page 3 of3 East A ""r (WB) •3 0 1800 6000 0 · 77 1242 0 77 1242 0 0.04 0.21 0.00 0.04 Cannon Road to 5:45 PM North Approach Paseo Del Norte Date: 08/02/07 Day : Thursday 0 Total Name : Jason, Lotous 0 0 Subtotals 0 Sub-0 0 0 Sub· To~ totals J t ~ totals Totals w e 1671 ~ L s 2639 0 0 0 968. 710 __.. t ~ 1242 1319 258 7 r 77 0 2176 A North p 857 p +i t r r 429 0 147 Cannon Road 0 Subtotals 335 576 TQtal 911 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. E a s I A p p r ' ' ,, " '.'-1 :-... • ! CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 48 Intersection Location: College Boulevard & Tamarack A venue (S) Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transponation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : College Boulevard E/W Street: Tamarack Avenue (S) Count Date : Day : Wednesday 07/25/07 Weather: Sunny File : 2007 Int #48 Data Collected by : Lotous, Jason Traffic Control : Signalized South Aooroach (NB) North Annroach ISBl We~t Annroach ffl.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM • 7:45AM • 8:00AM • 8:15 AM • 8:30AM 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7.15 AM Peak 8:15 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45PM Hour Left 0 I 2 2 0 3 4 4 4 6 5 2 6 15 13 17 7 10 5 4 6 23 14 13 15 6 23 47 U-Tm Thru Rioht Peds Left U-Tm 0 52 0 0 0 0 0 -53 I I I 0 0 80 2 0 I 0 0 79 0 0 3 0 0 92 I 0 I 0 0 84 3 0 I 0 I 155 7 0 3 .0 0 153 3 0 3 0 0 123 11 0 5 I 0 122 3 3 4 I 0 111 3 3· 2 0 0 131 2 I 6 0 I 155 11 3 6 I I 515 24 0 12 I lntersect1on Traffic ID Pk Hr. -2056 Intersection Pdstms in Pk. Hr. 2 0 245 5 0 7 I 0 327 II 0 5 0 0 337 12 0 7 0 0 386 5 0 9 0 0 323 10 0 7 1 0 433 10 0 4 2 0 351 17 I 6 0 0 422 n 0 7 0 0 358 18 3 7 0 0 308 16 0 6 0 0 247 14 3 16 0 0 236 12 3 8 0 0 433 18 3 16 2 0 1564 56 4 24· 2 Intersection Traffic m Pk. Hr. -2612 Intersection Pdstrns in Pk. Hr: 9 Thru Rioht Peds Left ·U-Tm Thru Rioht Peds 178 2 0 14 0 0 6 0 225 4 o. 16 0 .o 8 0 321 5 0 14 0 0 10 2 293 4 0 19 0 0 13 0 278 3 0 17 0 0 8 0 343 8 0 26 0 0 6 I 319 11 0 30 0 0 17 I 320 8 0 22 0 0 6 0 245 12 0 21 0 0 18 0 218 7 I 28 0 . I 19 0 . 227 6 0 _23 0 I 5 0 205 7 0 17 0 2 12 0 343 12 I 30 0 2 19 2 1227 39 0 99 0 0 47 · 2 Peak Hr. Factor 0.90 154 24 0 25 I 2-3 0 165 20 0 22 0 1 3 0 152 23 0 .18 0 0 6 0 171 18 0 11 0 0 3 0 157 13 0 11 0 3 6 0 172 20 0 10 0 0 4· 0 177 25 2 21 0 2 6 1 176 29 0 II 0 0 7 0 160 23 1 17 0 I 8 I 152 23 I 14 0 I 3 I 163 26 0 17 0 2 3 0 124 31 2 20 0 I 5 I 177 31 2 25 I 3 8 I 685 97 3 59 0 3 25 2 Peak Hr. Factor 0.94 East Annroach (WB) Left U-Trn Thru Right 2 0 0 5 . 5 0 0 I 5 o· 0 3 3 0 0 6 4 0 0 6 11 0 0 10 20 0 0 6 8 -0 I 7 8 0 0 5 14 0 I 4 12 0 0 6 II 0 2 4 20 0 2 10 47 0 I 28 7 0 I 2 4 0 0 0 1 0 0 I 5 0 2 3 9 0 2 4 5 0 2 3 .JO 0 I 3 4 0 0 4 14 0 0 4 3 0 2 3 6 0 0 2 8 0 2 6 14 0 2 6 33 0 3 14 Page I of3 15 min Total Peds Vehicles Peds 0 259 0 0 315 I 0 443 2 0 422 0 o· 410 0 0 495 I 0 573 I 0 535 0 0 453 0 0 428 4 0 401 3 I 401 2 I 573 4 0 2056 2 0 490 0 0 575 0 0 564 0 0 623 0 0 551 0 0 669 0 0 625 4 0 694 0 0 624 5 0 544 2 2 511 5 2 459 8 2 694 8 0 2612 9 ' College Boulevard at Tamarack Avenue (S) Lane Configuration for Intersection Capacity Utilization Page 2 of3 East A nnr !WBl Pk. Hr. Time Period : , 7:15 AM to South Appr (NB) 8:15 AM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 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 16 515 Adjusted Hourly.Volume 16 539 Utilization Factor 0.01 0.13 Critical Factors 0.01 ICU Ratio = 0.50 " Turning Movements at Intersection of: ' . Time: 7:15 AM to 8:15 AM Date: 07/25/07 Day : Wednesday Name : ~otous, Jason Sub - Totals totals w e 55 s 201 0 t 146 A p p r 0 0 N N 24 0 0.00 LOS= 99 0 47 Subtotals Total North Annr (SB) West A nnr !EB) I 1 2 0 0 I 0 0 I 0 1800 4000 0 0 2000 0 0 2000 0 13 1227 39 99 0 47 47 I 28 13 1266 0 0 146 0 0 76 0 O.Ql 0.32 0.00 0.00 0.07 0.00 0.00 0.04 0.00 0.32 0.07 0.00 A College Boulevard and Tamarack Avenue (S) North Approach College Boulevard 1922 Total 1279 643 Subtotals 1 39 1227 13 Sub- J + L. totals Totals _t L 28 __. t ◄ I 76 7 ~47 0 112 North 36 i t r 16 515 24 Tamarack Avenue (S) 1 1322 555 1877 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ' . College Boulevard at Tamarack Avenue (S) Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB) Pk. Hr. Time Period : South Appr (NB) 4:45 PM to 5:45 PM Lane Config - ui'ations Inside · (left) . Outside Free-flow Lane Settings Capacity 1 2 3 4 5· 6 7 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 47 1564 Adjusted Hourly Volume 47 1620 Utilization Factor 0.03 0.41 Critical Factors 0.41 ICU Ratio = 0.56 . Turning Movements at Intersection of: Time : 4:45 PM to 5:45 PM Date: 07/25/07 Day : Wednesday Name : Lotous, Jasori Sub- To~ totals w e 147 s 234 0 t 87 A p p . r 0 0 N N 56 0 0.00 LOS= 59 3 25 Subtotals Total North Arinr (SB) WestAnnr (EB) 1 1 . 1 1 I ~ 2 0 0 0 0 1 0 1800 4000 0 0 2000 0 0 2000 0 26 685 97 59 3 25 33 3 14 26 782 0 0 87 0 0 50 0 O.Ql. 0.20 0.00 0.00 0.04 0.00 0.00 0.03 0.00 0.01 0.04 0.00 A College Boulevard and Tamarack Avenue (S) North Approach College Boulevard 2447 Total 808 1639 Subtotals 2 97 685 26 Sub - J + L. totals Totals _t L 14 ______., t +-3 50 7 r 33 0 133 North 83 i t r 47 1564 56 Tamarack Avenue (S) 0 743 1667 2410 Soµth Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 49 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 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 : Carlsbad Village Drive Count Date : Day: Wednesday 07/25/07 Weather: Sunny File: 2007 Int #49 Data Collected by : Steve, Trinidad Traffic Control : Signalized South Approach (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 8:15AM 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. 4.45 PM Peak 5:45 PM Hour Left 5 3 2 6 6 5 10 9 9 10 3 23 23 33 14 22 14 16 22 · 14 21 21 39 22 20 17 39 95 U-Tm Thru Rfaht Peds Left U-Tm 0 30 0 2 0 0 0 32 0 2 0 0 0 45 2 2 2 0 0 44 0 0 2 0 0 58 0 0 0 0 0 61 0 2 2 0 0 85 0 2 0 0 0 85 I 2 0 0 1 88 1 2 2 0 . 1 84 2 4 4 0 0 86 0 3 1 0 1 83 1 0 0 0 I 88 2 4 4 0 I 319 2 8 4 0 lntersectton Traffic m Pk. Hr. . -1992 Intersection Pdstrns in Pk. Hr. 11 0 220 I 0 0 0 0 300 0 0 3 0 0 .312. . 1 1 0 0 0 312 0 I 3 0 0 289 3 4 3 ,0 0 366 1 0 3 0 0 360 4 0 .1 1 0 395 I 0 4 0 0 351 2 0 2 1 0 268 2 0 2 0 0 223 1 5 1 . 1 0 181 1 3 4 I 0 395 4 5 4 1 0 1472 8 0 10 2 Intersection Traffic m Pk. Hr. -2648 Intersection Pdstms in Pk. Hr. 8 Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds 174 16 0 17 0 0 8 0 228 18 0 24 ·o 0 2 1 269 21 0 25 0 I . II 1 -294 18 0 36 0 0 9 0 238 29 0 33 0 0 7 0 307 34 0 33 0 0 12 2 285 74 0 68 0 I 15 0 282 59 0 87 0 I 16 0 246 41 0 49 0 0 8 0 215 48 1 65 0 2 17 0 188 56 1 47 1 2 29 0 165 54 0 57 0 1 19 2 307 74 1 87 1 2 29 2 1120 208 0 237 0 2 51 2 Peak Hr. Factor 0.91 113 62 0 . 79 0 I 13 0 100 74 0 67 0 0 15 0 88 80 0 60 0 0 6 1 82 69 0 57 0 I 11 0 101 68 0 73 0 0 8 3 104 83 0 71 0 I 3 0 106 61 I 71 0 1 11 0 78 94 0 72 0 0 9 0 102 85 2 68 0 I 25 0 89 75 0 71 0 2 18 0 97 79 0 57 0 2 5 0 73 57 3 65 0 1 10 1 113 94 3 79 0 2 25 3 390 323 3 282 0 3 48 0 Peak Hr. Factor 0.97 East Annroach IWB) Left U-Tm Thru Rioht I 0 0 2 0 0 1 2 0 0 0 2 0 0 1 4 I 0 0 6 0 0 I 2 0 0 2 0 0 0 r 4 I 0 1 3 I 0 1 I 1 0 4 3 2 0 1 4 2 0 4 6 1 0 5 9 0 0 1 2 0 0 0 2 0 0 0 I 0 0 I 4 1 0 2 1 1 0 1 0 0 0 0 0 0 0 5 4 0 0 3 I 0 0 2 2 0 0 2 2 1 0 1 3 I 0 5 4 I 0 9 5 Page I of3 15 min Total Peds N'ehicles Peds 0 253 2 0 310 3 0 380 3 0 414 0 0 378 0 I 457 5 0 540 2 0 545 2 0 450 2 0 451 5 0 421 4 0 411 2 1 545 5 1 1992 II 0 506 0 .0 583 0 0 562 2 0 556 1 0 571 7 0 648 0 0 637 I I 683 I 4 680 6 0 553 0 0 490 5 0 . 415 7 4 683 7 5 2648 8 College Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of3 . 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 · 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 34 319 Adjusted Hourly Volume 34 321 Utilization Factor 0.02 0.08 Critical Factors 0.02 ICU Ratio = 0.52 Turning Movements at Intersection of: w e s t Time: 7:15 AM to 8:15 AM Date: 07/25/07 Day : Wednesday Name : Steve, Trinidad Sub - To~ totals 246 536 0 290 0 0 N y 2 0 o:oo LOS= 237 2 , 51 North A""r !SB\ West Annr /EB) East Annr /WB) I 2 0 2 1800 4000 0 3800 4 1120 208 237 4 1328 0 ·239 0.00 0.33 0.00 0.06 0.33 0.06 A College Boulevard North Approach 1897 1332 0 208 1120 4 J + l. __j __.. t 0 I 0 I 0 1800 0 2000 2 51 I 5 0 51 0 15 0.00 0.03 0.00 0.01 0.01 and Carlsbad Village Drive College Boulevard 565 L 9 ◄ 5 I 0 Total Subtotals Sub- totals 15 0 0 9 0 0.00 Totals E a s ·t 23 A 7 North + .A p p i r 34 1 Subtotals 1173 Total 1528 South Approach t r 319 2 355 8 Carlsbad Village Drive Note : Left-tum volumes include U-tums. U-tums in bold, p p r College Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Appr (NB) North Annr (SB) West Annr !EB) East Annr (WB) 4:45 PM to 5:45 PM Lane Contig - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 2 1800 4000 Are the North/South phases split (YIN)? Are the East/West pha!es split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 95 1472 Adjusted Hourly Volume 95 1480 Utilization Factor 0.05 0.37 Critical Factors 0.37 ICU Ratio = 0.57 0 1 0 1800 N y 8 12 0 12 0.00 0.01 0.01 LOS= A 2 0 2 0 1 0 1 0 4000 0 3800 0 1800 0 2000 0 390 323 282 3 48 9 5 713 0 285 0 48 0 15 0 0.18 0.00 0.08 0.00 0.03 0.00 0.01 0.00 0.08 0.01 , Tumitig Movements at Intei-section of: College Boulevard and Carlsbad Village Drive ' w e s t A p p r Time : 4:45 PM to 5:45 PM Date : 07 /25/07 Day : Wednesday . Name : Steve, Trinidad Sub- To~ totals 760 427 333 0 Subtotals Total 282 3 48 North Approach 725 323 390 J + _j ~ t 7 North i t 95 1472 0 439 1575 2014 South Approach 2486 2 12 L.. r 8 College Boulevard 1761 L 5 +--9. r I 0 Total Subtotals Sub - totals 15 21 Totals 36 Carlsbad Village Drive Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 50 Intersection Location: College Boulevard & Faraday 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 RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : College Boulevard E/W Street: Faraday Avenue Count Date: 08/02/07 Day : Thursday Weather: Sunny File : 2007 Int #50 Data Collected by : Raul, Alfonso Traffic Control : S.ignalized South Approach {NB) North Annroach (SB) West Annroach fEB) End of15 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 4:00PM 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 6:30 PM Max. 15min. Pk. Hr. Vol. 4.30 PM Peak 5:30PM Hour Left 11 18 12 13 21 18 44 51 46 43 39 31 51 179 29 33 31 33 31 52. 98 49 33 17 23 14 98 230 U-Tm Thru Rio:ht Peds 0 5 14 1 0 6 6 0 0 11 13 0 0 23 27 0 0 25 31 0 0 21 26 0 0 28 59 0 I 48 56 0 0 40 51 0 0 43 66 0 0 36 39 0 0 25 42 2 I 48 66 2 1 167 212 0 Intersect1on Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 1 59 19 0 0 53 16 I 0 76 31 0 I 59 21 0 0 72 18 0 0 72 27 0 I 103 34 2 2 71 37 0 0 43 15 I 0 50 10 I I 53 13 0 0 43 16 0 2 103 37 2 3 318 116 2 Left 16 17 22 57 48 40 40 73 67 53 32 23 73 225 6 7 2 10 3 8 3 4 4 3 2 7 10 18 U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2184 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. -2256 Intersection Pdstms in Pk. Hr. 8 Thru Ri0 ht Peds Left U-Tm Thru Right Peds 17 19 0 I 0 20 6 0 25 21 0 3 0 28 6 0 30 19 .0 4 0 34 15 0 53 22 0 7 0 55 7 0 59 14 0 7 0 56 11 0 79 II 0 8 0 83 32 0 82 14 0 8 0 76 17 0 87 43 3 8 0 126 32 0 58 32 0 21 0 135 37 0 55 20 1 17 0 IOI 23 0 53 23 0 13 0 105 15 0 42 21 4 2 0 86 16 0 87 43 4 21 0 135 37 0 253 118 4 59 0 467 107 0 Peak Hr. Factor 0.87 24 9 1 11 0 47 34 0 52 13 0 19 0 48 37 0 32 16' 0 9 0 63 28 0 29 11 0 9 0 60 31 0 52 12 0 . 17 0 60 37 0 48 16 0 15 0 71 43 0 38 20 0 24 0 90 51 0 49 27 0 20 0 66 50 0 29 19 0 8 0 69 38 0 26 10 0 12 0 54 34 0 13 7 I 8 0 37 25 0 25 7 0 6 0 36 21 0 52 27 I 24 0 90 51 0 187 75 0 76 0 287 181 0 Peak Hr. Factor 0.81 East Annroach (WB) Left U-Tm Thru Rioht 4 0 26 3 5 0 33 4 10 0 29 7 14 0 36 9 14 0 54 7 23 0 57 4 28 0 63 9 24 0 77 I 11 0 69 II 23 0 44 7 25 0 98 6 13 0 62 15 28 0 98 15 83 0 288 25 38 1 83 26 23 0 78 25 25 0 95 41 23 0 72 19 38 0 74 35 67 0 99 27 76 0 116 4;3 50 0 116 24 46 0 87 37 42 0 64 13 33 0 43 22 16 0 34 12 76 I 116 43 231 0 405 129 Page 1 of3 15 min Total Peds Vehicles Peds 1 142 2 0 172 0 0 206 0 0 323 0 0 347 0 1 402 1 2 468 2 4 627 7 0 578 0 I 495 2 0 484 0 1 378 7 4 627 7 5 2184 9 0 387 1 2 404 3 I 449 I 0 378 0 2 449 2 0 545 0 1 697 3 3 . 565 3 I 428 2 0 335 I 0 280 1 0 237 0 3 697 3 6 2256 8 CoHege Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of3 , Pk. Hr. Time Period : South Aeer (NB) North Annr (SB) West Annr IEB\ East Annr (WB) 7:45AM to 8:45 AM ~ Thru Right Left Thru _&ll!!!. Left Thru Right Left Thru Right Lane Inside I I 1 1 , 1 Config -(left) 2 I 1 I 1 urations 3 I I I I 1 I 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 2 2 0 2 2 0 I 2 0 1 2 0 Capacity 3600 4000 0 3600 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 180 167 212 225 253 118 59 467 107 83 288 25 Adjusted Hourly Volume 180 . 379 0 225 371 0 59 574 0 83 313 0 Utilization Faetor 0.05 0.09 0.00 0.06 0.09 0.00 0.03 0.14 0.00 0.05 0.08 0.00 Critical Factors 0.09 0.06 0.14 0.05 ICU Ratio = 0.44 .LOS= A ' Turning Movemerits at Intersection of: College Boulevard and Faraday Avenue Time: 7:45 AM to 8:45 AM North Approach College Boulevard Date: 08/02/07 Day : Thursday 847 Total Name : Raul, Alfonso 596 251 Subtotals 0 Sub-118 253 225 Sub- · To~ totals. J ~ ~ totals Totals w e 585 _j L s 1218 0 59 25 t 633 467 ~ t +-288 396 107 7 r 83 0 1300 A North p 904 p +i t r r 180 167 212 Faraday Avenue I Subtotals 444 559 Total 1003 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r r College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization · Pk. Hr. Time Period : South Aeer (NB) North Annr /SB) · West Annr /EB) . 4:30 PM to 5:30 PM ~ Thru Right Left Thru Right Left Thru Right Lane · Inside I I I I Config -(left) 2 I I I urations 3 I I I I 4 I I 1 1 5 6 Outside 7 Free-flow • Lane Settings 2 2 0 2 2 0 1 2 0 Capacity 3600 4000 0 3600 4000 0 1800 4000 0 Are the North/South phases spiit (YIN)? N Are the East/West phases split (:{ IN)? N Efficiency Lost Factor 0.10 Hourly Volume 233 318 116 18 187 75 76 287 181 Adjusted Hourly Volume 233 434 0 18 262 0 76 468 0 Utilization Factor 0.06 0.11 0,00 0.01 0,07 0.00 0.04 0.12 0.00 Critical Factors 0.06 0.07 0.12 . ICU Ratio = 0.48 LOS= A Page 3 of3 East Annr /WB) . Left Thru ~ I I I I 1 2 0 1800 4000 0 231 405 129 231 534 0 0.13 0.13 0.00 0.13 "Turning Movements at Intersection of: ' College Boulevard and Faraday Avenue w •e s t A p p r Time : 4:30 PM to 5:30 PM Date : 08/02/07 Day : Thursday Name : Raul, Alfonso Sub- To~ totals 1254 710 544 0 Subtotals Total 76 287 181 North Approach. 280 75 187 J ~ _t ___. t 7 North ~ t 233 318 3 602 667 1269 South Approach 803 0 18 ~ r 116 College Boulevard 523 L 129 -~ 405 r 231 0 Total Subtotals Sub, totals 765 421 Faraday Avenue Totals 1186 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r ' ' ' . i ' • J .·., ' ,! '. ' \ CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 51 Intersection Location: 1-5/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 Tum Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY Transportation biviSion 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: 07/31/07 Day : Tuesday Weather : Sunny File: 2007 Int #51 Data Collected by : Doiores, Jesus (AM), David (PM) Traffic Control : Signalized South Aooroacb /NBl North A nnroach /SBl West Aooroach (EBl East A nnroach (WB) End of 15 .min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15AM • 8:30AM • 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 8.00AM Peak 9:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00PM • 5:15PM • 5:30PM • 5:45 PM • 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. -4.4> PM Peak 5:45 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 Tbru Rfaht Peds Left U-Tm 0 0 0 0 4 0 0 0 0 0 7 0 0 0 0 0 12 0 0 0 0 0 9 0 0 0 0 0 18 0 0 0 0 0 15 0 0 0 0 0 27 0 0 0 0 0 14 0 0 0 0 0 14 0 0 0 0 0 28 0 0 0 0 0 24 0 0 0 0 0 18 0 0 0 0 0 28 0 0 0 0 0 84 0 Intersection Traffic m Pk. Hr. -1704 Intersection Pdstrns in Pk. Hr. I 8 0 0 0 0 22 0 0 0 0 0 36 0 0 0 0 0 29 0 0 0 0 0 33 0 0 0 0 0 26 0 0 0 0 0 38 0 0 0 0 0 41 0 0 0 0 0 39 0 0 0 0 0 38 0 0 0 0 0 35 0 0 0 0 0 29 0 0 0 0 0 22 0 0 0 0 0 41 0 0 0 0 0 156 0 -Intersection Traffic m Pk. Hr. -2795 Intersection Pdstrns in Pk. Hr. 15 Thru Ri•ht Peds 0 35 I 0 35 I 0 . 40 0 0 61 0 0 48 0 0 56 0 0 41 0 0 60 0 0 70 0 0 55 0 0 69 0 0 77 0 0 77 I 0 271 o· Peak Hr. Factor 0 81 0 3 104 3 2 112 0 I 94 0 I 84 0 0 112 2 I 98 0 0 112 0 I 98 2 0 102 0 0 89 0 0 96 0 3 112 3 2 420 4 Peak Hr. Factor Left U-Tm Tbru . Right Peds Left U-Tm Tbru Ri•ht 0 0 43 · 32 2 47 0 38 0 0 0 53 32 I 37 0 63 0 0 0 65 43 3 43 • 0 75 0 0 0 66 38 2 47 0 .68 0 0 0 64 53 I 50 0 96 0 0 0 78 57 2 54 0 109 0 0 0 81 57 2 57 0 100 0 0 0 90 58 I 53 0 160 0 0 0 90 50 I 45 0 107 0 0 0 89 47 4 31 0 124 0 0 0 105 60 3 37 0 179 0 0 0 108 62 5 41 0 174 0 0 0 108 62 5 57 0 179 0 0 0 392 219 13 154 0 584 0 0.89 0 0 2.13 76 0 54 0 199 0 0 I 189 88 2 30 0 188 0 ·o 0 209 85 2 34 0 212 0 0 0 182 92 3 52 0 194 0 0 _o 209 97 4 40 0 188 0 0 0 214 86 2 37 0 213 0 0 0 234 83 I 50 0 196 0 0 0 244 98 I 30 0 186 0 0 0 200 118 2 40 0 188 0 0 0 200 65 4 31 0 188 0 0 0 193 78 3 34 0 162 0 0 1 166 66 2 42 I 173 0 0 I 244 118 4 54 I 213 0 0 0 892 385 6 157 0 783 0 0.99 Page I of3 15 min Total Peds Vehicles Peds 0 199 3 2. 227 4 2 278 5 3 289 5 0 329 . I I 369 3 1 363 3 4 435 5 I 376 2 I 374 5 2 474 5 I 480 6 4 480 6 5 1704 18 4 645 4 I 639 6 2 683 4 I 648 4 9 645 13 2 700 6 I 703 2 0 709 I 2 683 6 2 621 6 0 585 3 2 567 4 9 709 13 5 2795 15 1-5 Southbound Ramps 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 0 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 0 0 N N 0 0 0.00 LOS= North Annr (SB) 0 0 84 0 0.00 A 2000 0 84 0.04 I I I 1800 271 271 0.15 0.15 0 0 o. 0 0.00 . Turning Movements at Intersection of: 1-5 Southbound Ramps Time: 8:00 AM to 9:00 AM North Approach Date : 07 /31/07 Day : Tuesday 355 Name : Dolores, Jesus (AM), David (PM) 355 0 Sub -271 0 84 -~ ~ Totals totals J w t North e 855 _j s 1466 0 0 t 61 I 392 ---->- 219 7 A t r p p i r 0 0 0 0 Subtotals 373 0 Total 373 South Approach East A ""r (WB) 2 0 2 0 4000 0 1800 4000 0 392 219 154 584 0 611 0 154 584 0 0.15 0.00 0.09 0.15 0.00 0.15 0.09 and Carlsbad Village Drive 1-5 Southbound Ramps 0 L 0 ~ 584 r 154 Total Subtotals Sub- totals E a s 738 t 0 1214 A 476 p p r Carlsbad Village Drive Note : Left-tum volumes include U-turns. U-tums in bold. · ,- 1-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South 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 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 ICU Ratio = 0.74 o· 0 N N 0 0 0.00 LOS= North A""r ISBl West Appr (EB) East Annr /WB\ 0 1 l 0 2 0 1 2 0 0 2000 1800 0 4000 0 1800 4000 0 156 2 420 0 892 385 157 783 0 0 158 420 0 1277 0 157 783 0 0.00 0.08 0.23 0.00 0.32 0.00 0.09 0.20 0.00 0.23 0.32 0.09 C Tumihg Movements at Intersection of: 1-5 Southbound Ramps and Carlsbad Village Drive Time : 4:45 PM to 5:45 PM North Approach 1-5 Southbound Ramps Date: 07/31/07 Day : Tuesday 578 Total Name : Dolores, Jesus (AM), David (PM) 578 0 Subtotals 0 Sub -420 2 156 Sub- + ~ totals To~ totals J w L 0 t +-783 940 r ·157 0 North e 1203 _j s 2480 0 0 t 1277 892 ~ 385 7 A 1048 t r p P. i r 1988 · 0 0 0 Carlsbad Village Drive 0 Subtotals 544 0 Total 544 E a s I A p p r South Approach Note : Left-tum volumes include U-tums. U-tums in bold. , . • l' ., ii .• ·: CITY OF.CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER.2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 52 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 Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Northbound Ramps E/W Street : Carlsbad Village Drive CountDa~e: 07/31/07 Day : Tuesday Weather : Sunny File : 2007 Int #52 Data Collected by : Robert, Stephen Traffic Control : Signalized South Annroach fNR) North Annroach iSB) West Aooroach !EBl 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. 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 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Left 14 12 26 19 30 49 30 75 46 67 83 92 · 92 288 109 79 106 93 87 105 89 90 95 98 88 83 109 379 ·u-Tm Thru Ril!ht Peds Left U-Tm 0 I 6 0 0 0 0 0 19 I 0 0 0 0 13 2 .o 0 0 0 17 0 0 0 0 0 12 0 0 0 0 0 24 0 0 0 0 0 22 0 0 0 0 0 38 0 0 0 0 0 32 0 0 0 0 0 29 0 0 0 0 1 25 0 0 0 0 0 43 0 0 0 0 1 43 2 0 0 0 1 129 0 0 0 -Intersect10n Traffic m Pk. Hr. -1469 Intersection Pdstms in Pk. Hr. 13 0 0 . _56 0 0 0 0 0 62 0 0 0 0 0 46 0 0 0 0 1 47 0 0 0 0 0 61 0 0 0 0 1 60 0 . 0 0 0 0 66 0 0 0 0 3 60 0 0 0 0 0 53 0 0 0 0 I 59 I 0 0 0 0 50 2 0 0 0 1 47 0 0 0 0 3 66 2 0 0 0 4 239 0 0 0 Intersecllon Traffic m Pk. Hr. -2444 Intersection Pdstms in Pk. Hr. 6 Thru Rioht Peds Left U-Tm Tbru Ril!ht Peds Left 0 0 0 33 0 12 0 2 0 0 0 0 38 0 21 0 2 0 0 0 0 46 0 30 0 4 0 0 0 0 49 0 31 0 4 0 0 0 0 44 0 41 0 0 0 0 0 0 62 0 38 0 I 0 0 0 0 54 0 51 0 2 0 0 0 0 46 0 57 0 0 0 0 0 0 43 0 64 0. 2 0 0 0 0 47 0 67 0 2 0 0 0 0 63 0 67 0 2 0 0 0 0 53 0 77 0 5 0 0 0 0 63 0 77 0 5 0 0 0 0 206 0 275 0 II 0 Peak Hr. Factor 0.86 0 0 0 112 0 108 0 0 0 0 o· 0 93 0 134 0 2 0 0 0 0 IOI 0 141 0 1 0 0 0 0 88 0 127 0 0 0 0 0 0 114 0. 133 0 3 0 0 0 . 0 93 0 162 0 1 0 0 0 0 112 0 173 0 0 0 0 0 0 113 0 170 0 0 0 0 0 0 117 0 138 0 0 0 6 0 0 87 0 159 0 2 0 0 0 0 119 0 134 0 2 0 0 0 0 101 0 99 0 1 0 .0 0 0 119 0 173 0 3 ·O 0 0 0 435 0 643 0 1 0 Peak Hr. Factor 0.96 East Annroach (WB) U-Tm Thru Rioht 0 75 21 0 83 24 0 96 31 0 98 22 0 109 39 0 112 26 0 131 35 0 142 34 0 102 24 0 93 24 0 129 35 0 125 38 0 142 39 0 449 121 0 155 39 0 130 38 0 160 34 0 151 25 0 133 23 .0 175 38 0 152 40 0 148 32 0 121 38 0 124 36 0 129 35 0 125 34 0 175 40 0 596 148 Pagelof3. 15 min Total Peds !Vehicles Peds I 162 3 I 197 4 I 242 7 3 236 7 0 275 0 I 31 I 2 0 323 2 2 392 2 I 311 3 0 327 2 1 403 3 0 428 5 3 428 7 2 1469 13 4 579 4 4 536 6 2 588 3 2 532 2 1 551 4 0 634 1 0 632 0 4 616 4 1 562 I 5 564 8 I 555 5 2 490 3 5 634 8 5 . 2444 6 1-5 Northbound 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 Co_nfig - uratjons Inside (left) 1 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 288 1 Adjusted Hourly Volume 0 289 Utilization Factor 0.00 0.14 Critical Factors 0.14 1 1800 N N 129 129 0.07 ICU Ratio = 0.49 LOS= . Turning Movements at Intersection of: Time : 8:00 AM -to 9:00 AM Date: 07/31/07 Day : Tuesday Name : Robert, Stephen Sub- To~ totals w e 737 s 1218 0 206 t 481 275 0 A p p r Subtotals Total North Annr (SB) West Annr /EB\ East Annr (WB\ ' 1 0 0 0 1 2 0 0 2 0 0 0 0 1800 4000 0 0 4000 0 0 0 0 206 275 0 0 449 121 0 0 0 206 275 0 0 570 0 0.00 0.00 0.00 0.11 0.07 0.00 0.00 0.14 0.00 0.00 0.11 0.14 A 1-5 Northbound Ramps and Carl~bad Village Drive North Approach 1-5 Northbound Ramps 328 Total 0 328 Subtotals 0 0 0 0 Sub- J t ~ totals Totals ___t L 121 __.. t ....._ 449 570 7 r 0 0 974 North 404 ~ t r 288 129 Carlsbad Village Drive 0 0 418 418 South Approach Note: Left-turn volumes include U-turns . .U-turns in bold. E a s t 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) 4:45 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)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 379 4 Adjusted Hourly Volume 0 383 Utilization Factor 0.00 0.19 Critical Factors 0.19 1 1800 N N 239 239 0.13 ICU Ratio = 0.72 LOS= Turning Movemerits at Intersection of : Time : 4:45 PM to 5:45 PM Date: 07/31/07 Day : Tuesday Name : Robert, Stephen Sub- To~ totals w e 975 s 2053 0 435 t 1078 643 0 A p p r Subtotals Total · North Annr (SB) West Annr /EB, East Annr (WB) 0 0 0 I 2 0 0 2 0 0 0 0 1800 4000 0 0 4000 0 0 0 0 435 643 0 0 596 148 0 0 0 435 643 0 0 744 0 0.00 0.00 0.00 0.24 0.16 0.00 0.00 0.19 0.00 0.00 0.24 0.19 C I-5 Northbound Ramps and Carlsbad Village Drive North Approach I-5 Northbound Ramps 587 Total 0 587 Subtotals 0 0 0 0 Sub- J t L. totals Totals __t L 148 ---+ t ..._ 596 744 7 r 0 0 1626 North 882 i t r 379 4 239 Carlsbad Village Drive 0 0 622 622 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. E a s A p p r •• ·1 ' ' ' _, ; ' ' ,,_ :. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 53 Intersection Location: 1-5/Tamarack Avenue Southbound Ramp Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 '" RICK ENGINEERING COMPANY TransportatiOTl. Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad .Intersection of: N/S Street : 1-5 Southbound Ramps E/W Street: Tamarack Avenue Count Date: Day: Wednesday 08/01/07 Weather: Sunny File : 2007 Int #53 Data Collected by : Dolores, David Traffic Control : Signalized South A ""roach INR) North Annroach (SB) West Annroach "'Bl End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM * 7:30AM * 7:45AM * 8:00AM * 8:15 AM 8:30AM 8:45AM - 9:00AM Max. 15 min. Pk. Hr. Vol. 7:00AM Peak 8:00AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00 PM * 5:15 PM * 5:30PM * 5:45PM * 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 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 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 Intersect10n 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 12 9 16 21 19 13 24 35 31 25 20 26 35 91 43 31 37 49· 42 35 40 53 55 40 37 47 55 183 U-Tm ·O 0 0 0 0 0 0 0 0 0 0 0 0 0 1353 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. -1759 Intersection Pdstrns in Pk. Hr. 27 Thru 0 I O· 0 0 I 0 0 0 I 0 0 I I 1 0 0 I 0 1 0 3 0 I 0 I 3 4 Rieht Peds Left U-Tm Thru Riehl Peds Left 27 0 0 0 38 69 I 56 21 0 0 0 42 87 0 59 35 0 0 0 64 92 0 51 41 0 0 0 50 59 2 59 44 0 0 0 56 70 0 72 40 0 0 0 73 82 0 64 32 0 0 .0 75 106 0 69 41 0 0 0 81 77 0 · 57 33 0 0 0 60 67 0 51 30 0 0 0 78 58 3 72 31 0 0 0 68 73 I 84 43 0 0 0 70 83 0 65 44 0 0 0 81 106 3 84 157 0 0 0 285 335 0 262 Peak Hr. Factor 0.92 42 0 () 0 107 58 3 43 49 0 0 0 107 50 2 46 70 0 0 0 88 30 1 46 63 0 0 0 102 50 0 43 64 0 0 0 123 46 0 38 44 0 0 0 109 53 3 52 60 0 0 0 113 49 0 40 71 0 0 0 131 50 3 38 59 0 0 0 120 62 0 50 58 0 0 0 91 51 2 49 55 0 0 0 98 56 1 33 54 0 0 0 92 48 2 38 71 0 o. 0 131 62 3 52 234 0 0 ·o 473 214 6 180 Peak Hr. Factor 0.92 Page I of3 East A nnroach fWR) 15 min Total U-Tm Thru Ri•ht Peds Vehicles Peds o· 17 0 0 219 I 0 34 0 I 253 I 0 34 0 2 292 2 0 40 0 1 270 3 0 46 0 3 307 3 0 58 0 0 331 0 I 61 0 ·o 368 0 0 56 0 I -347 I 0 49 0 0 291 0 0 70 0 0 334 3 0 80 0 I 356 2 0 54 0 2 341 2 I 80 0 3 368 3 1 221 0 4 1353 4 0 106 0 2 400 5 0 103 0 1 386 3 0 113 0 0 384 1 0 118 0 0 426 0 0 97 0 2 410 2 0 118 o· 2 412 5 0 111 0 3 413 3 0 132 0 9 478 12 0 110 0 7 456 7 1 114 0 6 405 8 0 100 0 1 379 2 0 110 0 .0 390 2 1 132 0 9 478 12 0 471 0 21 1759 27 1-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr (WB\ . Pk. Hr. Time Period : 7:00 AM to 8:00AM 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 Factor.s 0.00 0 0 N N 0 0 0.00 ICU Ratio = 0.53 LOS= ;Turning Movements at Intersection of: w e s t A p p r Time : 7:00 AM to 8:00AM Date: 08/01/07 Day : Wednesday Name: Dolores, David Sub - T~ totals 998 378 620 0 Subtotals Total 0 285 335 West Annr (EB) • 1 . 0 0 0 2000 1800 0 91 1 157 0 0 92 157 0 0.00 0.05 .0.09 0.00 0.09 A 1-5 Southbound Ramps North Approach 249 249 0 157 1 91 J t L. __J ____.. t 7 North i t r 0 0 0 0 598 0 598 South Approach 2 1 2 0 4000 1800 1800 4000 0 285 335 263 221 0 285 335 263 221 0 0.07 0.19 0.15 0.06 0.00 0.19 0.15 and TaDlarack Avenue 1-5 Southbound Ramps 0 L 0 +----221 r 263 1 Total Subtotals Sub - totals 484 377 Tamarack Avenue Totals 861 Note : Left-turn volumes include U-tums. U-tums in bold. E a s A p p r 1-5 Southbound Ramps at Tamarack Avenue 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 Capacity 0 0 0 0 Are the North/South phases split (Y /N)? Are the East/West. phases spiit (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 ICU Ratio.= 0.45 Turning Moveffients at Intersection of: Time : 4:45 PM to 5:45 PM Date: 08/01/07 Day : Wednesday Name : Dolores, David Sub- To~ totals w e . 705 s 1392 0 t 687 A p p r 0 0 N N 0 0 0.00 LOS= 0 473 214 Subtotals Total North A Mr (SB) • West Appr (EB) 0 1 0 2 2 0 0 2000 1800 0 4000 1800 1800 4000 0 183 4 234 0 473 214 180 471 0 0 187 234 0 473 214 180 471 0 0.00 0.09 0.13 0.00 0.12 0.12 0.10 0.12 6.oo 0.13 0.12 0.10 A I-5 Southbound Ramps and Tamarack Avenue North Approach I-5 Southbound Ramps 421 Total 421 0 Subtotals 0 234 4 183 Sub - J + L. totals Totals _j L 0 ~ t ◄ 471 651 7 r 180 0 1307 North 656 i t r 0 o· 0 Tamarack Avenue 0 398 0 398 South Approach Note: Left-tum volumes include U-turns. U-tums in bold. E a s t A p p r ,. ' , a· .,, • \, i'_ t l ~ '.'; '-~-•~.,: CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2007 · INTERSECTION ANALYSIS SUMMARY Intersection Number: 54 Intersection Location: I-5/famarack A venue 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 Pagl.l3 RICK ENGINEERING COMPANY Transportation Divi.sion RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Northbound Ramps E/W Street: Tamarack Avenue Count Date: 08/01/07 Day : Wednesday Weather : Sunny · File: 2007 lnt #54 Data· Collected by : Raul, Alfonso Traffic Control : Signalized South Annroach fNR\ North Annroach (SB) WestAnnroachffiB) 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 4:45PM 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 8 13 16 18 17 26 30 30 22 34 28 29 34 114 49 62 70 60 66 83 64 72. 74 60 54 64 83 293 U-Tm Thru Ri2ht Peds Left U-Tm 0 0 19 0 0 0 0 0 20 ·o 0 0 0 0 29 1 0 0 0 0 27 0 0 0 0 1 28 0 0 0 0 0 30 0 0 0 0 0 . 26 0 0 0 0 1 53 0 0 0 0 0 38 0 0 0 0 0 40 0 0 0 0 1 49 0 0 0 0 4 59 0 0 0 0 4 59 1 0 0 0 2 180 0 0 0 .. -Intersection Traffic m Pk. Hr. -1359 Intersection Pdstrns in Pk. Hr. 9 0 13 92 0 0 0 0 0 89 0 0 0 0 8 85 0 0 0 0 4 81 0 0 0 0 0 93 0 0 0 0 0 104 0 0 0 0 4 102 0 0 0 0 2 95 0 0 0 0 2 100 0 0 0 0 5 105 0 0 0 0 0 88 0 0 0 0 2 92 0 0 0 0 13 105 0 0 0 0 8 401 0 0 0 -Intersection Traffic m Pk. Hr. -1973 Intersection Pdstms in Pk. Hr. 27 Thru Rioht P'eds Left U-Tm Thru Rioht Peds 0 0 0 28 0 22 0 1 0 0 0 29 0 19 0 0 0 0 0 47 0 37 0 0 0 0 0 33 0 39 0 1 0 0 0 39 0 32 0 1 0 0 0 53 0 34 0 0 0 0 0 50 0 51 0 0 0 0 0 48 0 65 0 0 0 0 0 39 0 64 0 0 0 0 0 33 0 62 0 4 0 0 0 40 0 54 0 0 ·O 0 0 43 0 52 0 3 0 0 0 53 0 65 0 4 0 0 0 160 0 245 0 4 Peak Hr. Factor 0.94 0 0 0 42 0 86 0 0 0 0 0 48 0 101 0 I 0 0 0 27 0 93 0 1 0 0 0 48 0 113 0 0 0 0 0 48 0 95 0 0 0 0 0 43 0 108 0 1 0 0 0 47 0 110 0 0 0 0 0 44 0 126 0 2 0 .o 0 41 0 139 0 0 0 0 0 41 0 78 0 o· 0 0 0 47 0 98 0 1 0 0 0 . 39 0 95 0 2 0 0 0 48 0 139 0 2 0 0 0 175 0 483 0 3 Peak Hr. Factor 0.98 East A ""roach t'WB) Left U-Tm Thru R.ioht 0 0 67 40 0 0 83 49 0 0 77 49 0 0 81 52 0 0 99 44 0 0 96 30 0 0 103 56 0 0 91 68 0 0 90 51 0 0 116 ·52 0 0 138 52 0 0 103 51 0 0 138 68 0 0 435 223 0 0 90 42 0 0 99 63 0 1 99 51 0 0 109 46 0 0 85 46 0 0 114 48 0 0 92 55 0 0 . 107 51 0 0 97 49 0 0 120 36 0 0 89 37 0 0 103 38 0 I 120 63 0 0 4!0 203 Page 1 of3 15 min Total Peds Vehicles Peds 2 184 3 1 213 1 3 255 4 0 250 1 3 260 4 -0 269 0 1 316 I 0 356 0 0 304 0 1 337 5 4 362 4 0 341 3 4 362 5 5 1359 9 2-414 1. 2 462 3 2 434 3 0 461 0 1 433 1 I 500 2 6 474 6 8 497 . 10 9 502 9 6 445 6 2 413 3 3 433 5 9 502 10 24 1973 27 1-5 Northbound Ramps at Tamarack 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) 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 spHt (Y !Nj? Efficiency Lost Factor 0.10 Hourly Volume 114 2 Adjusted Hourly Volume O 116 Utilization Factor 0.00 0.06 Critical Factors . ICU Ratio = 0.45 .. I. I 1800 N N 180 180 0.10 0.10 LOS= North Annr (SB) WestA""r/EBl 1 0 0 0 2 0 0 0 0 1800 4000 0 0 0 0 160 245 0 0 0 0 160 245 0 0.00 0.00 0.00 0.09 0.06 0.00 0.00 0.09 A Page 2 of3 East A ""r /WB) 0 2 0 0 4000. 0 0 435 223 0 658 0 0.00 0.16 0.00 0.16 1 furning Movements at Intersection of: 1-5 Northbound Ramps :ind Tamarack A venue w e s A p p r Time : 7:45 AM to 8:45 AM Date: 08/01/07 Day : Wednesday Name : Raul, Alfonso Sub· To~ totals 954 549 405 0 Subtotals Total 160 245 0 North Approach 0 0 0 j t _j --+ t 7 North i t 114 2 0 • 0 296 296 South Approach 385 0 0 ~ r 180 1-5 Northbound Ramps 385 L 223 .. 435 r 0 0 Total Subtotals Sub - totals 658 425 Tamarack Avenue Totals 1083 Note : Left-turn volumes include U-turns. U-turns in bold. E a s A p p r 1-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Aeer (NB) . 4:45 PM to 5:45 PM Left Thru · Right Lane Inside I Config -(left) 2 I 1 urations 3 4 5 6 . Outside 7 Free-flow Lane Settings 0 I Capacity O 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 293 8 Adjusted Hourly Volume O 301 Utilization Factor 0.00 0.15 Critical Factors ICU Ratio = 0.57 1 1 1800 N N 401 401 0.22 0.22 LOS= North Annr !SB\ West A ""r (EB) Left Thru Right Left Thru Right 1 I I 0 0 0 I 2 0 0 0 0 1800 4000 0 0 0 0 175 483 0 0 0 0 175 483 0 0.00 0.00 0.00 0.10 0.12 0.00 0.00 0.10 A Page 3 of3 East Annr (WB\ Left Thru Right 1 1 I 0 2 0 0 4000 0 0 410 203 0 613 0 0.00 0.15 0.00 0.15 ruming Movements at Intersection of: 1-5 Northbound Ramps and Tamarack Avenue ' w e s t A p p r Time : 4:45 PM to 5:45 PM Date: 08/01/07 Day : Wednesday Name : Raul, Alfonso Sub- Totals totals -.----- 1361 703 658 0 Subtotals Total 175 483 0 North Approach 0 0 0 J + _j _.. t 7 North i t 293 8 0 0 702 702 South Approach 386 0 0 L. r 401 1-5 Northbound Ramps 386 L 203 +-410 r 0 0 Total Subtotals Sub - totals 613 884 Tamarack A Venue Totals 1497 Note : Left-tum volumes include U-tums. U-turns in bold. E a s t A p p r I ·! ·1 " '·, I > ' ·,,. ' ' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY In~rsection Number: 55 Intersection Location: I-5/Cannon Road Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram '" RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: NIS Street : 1-5 Southbound Ramps E/W Street : Cannon Road Count Date : Day : Thursday 08102/07 Weather: Sunny File : 2007 Int #55 Data Collected by : Leanne, Newera · Traffic Control : Signalized South Annroach tNR) North Annroach (SB\ WestAnnroachffiB) 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 4:45 PM 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. 4:45 PM Peak 5:45 PM Hour Left IJ-Tm Thru Ri•ht Peds Left U'Tm Thru 0 0 0 0 0 32 0 2 0 0 0 0 0 48 0 0 0 0 0 0 0 83 0 2 0 0 0 0 0 171 0 2 0 0 0 0 0 138 0 0 0 0 0 0 0 156 0 0 0 0 o. 0 0 216 0 I 0 0 0 0 0 316 0 3 0 0 0 0 0 220 0 0 0 0 0 0 0 189 0 0 0 0 0 0 0 136 0 0 0 0 0 0 0 162 0 0 0 0 0 0 0 316 0 3 0 0 0 0 0 941. 0 4 Intersection Traffic ID Pk. Hr. = 2041 . Intersection Pdstrns in Pk Hr. 4 0 0 0 0 0 89 0 I 0 0. 0 0 0 83 0 0 0 0 ·o 0 0 79 0 2 0 0 0 0 0 91 0 I 0 0 0 .0 0 91 0 2 0 0 0 0 0 99 0 0 0 0 0 0 0 81 0 0 0 0 0 0 0 65 0 I 0 0 0 0 0 99 0 0 0 0 0 0 0 ·so 0 I 0 0 0 0 0 61 0 I 0 0 0 0 0 65 0 0 0 0 .0 0 0 99 0 2 0 0 0 0 0 344 0 I -Intersection Traffic ID Pk. Hr. -2076 Intersection Pdstrns in Pk. Hr. I Rioht Peds Left U-Tm Thro Rioht Peds Left 38 0 0 0 16 9 0 62 29 . 0 0 0 29 5 0 83 . 48 I 0 0 43 7 0 69 68 0 0 0 62 13 0 50 49 1 0 0 61 15 1 53 59 0 0 0 71 8 5 39 49 0 0 0 78 6 0 51 89 0 0 ·o 94 8 0 49 65 0 0 0 93 7 0 52 63 0 0 0 66 8 0 50 60 0 0 0 100 8 2 47 35 0 0 0 67 II I 50 89 I 0 0 100 15 5 83 266 0 0. 0 331 . 29 0 202 Peak Hr. Factor 0.80 30 0 0 0 122 14 0 76 40 0 0 0 139 12 0 75 34 0 0 0 132 12. 0 83 24 0 0 0 119 17 0 86 37 0 0 0 105 13 0 87 34 0 0 0 134 II 0 95 36 0 0 0 155 16 0 120 47 0 O· 0 117 17 0 99 44 0 0 0 116 14 0 IOI 34 0 0 0 II2 14 2 75 33 0 0 0 102 19 0 100 28 0 0 0 86 I I 0 75 47 0 0 0 155 19 2 120 161 0 0 0 522 58 0 415 Peak Hr. Factor 0.93 East Annroach IWB) U-Tm Thru Rjoht 0 25 0 0 30 0 0 54 0 0 5.6 0 0 57 0 0 68 0 0 59 0 0 76 0 0 70 0 0 63 O· 0 68 0 0 68 0 0 76 0 0 268 0 0 92 0 0 93 0 o· 140 0 0 123 0 0 II2 0 0 145 0 0 148 0 0 152 0 0 130 0 0 112 0 0 90 0 0 72 0 0 152 0 0 575 0 Page 1 of3 15 min Total Peds !Vehicles Peds 0 184 0 0 224 0 0 306 1 0 422 0 0 373 2 I 4 401 6 0 460 0 3 . 635 3 -I 507 I 0. 439 0 I 419 3 0 393 I 3 635 6 4 2041 4 0 424 0 I 442 1 0 482 0 0 461 0 0 447 0 0 518 0 0 556 0 I 498 I 0 504 0 0 428 2 0 406 0 0 337 0 1 556 2 I 2076 1 1-5 Southbound Ramps at Cannon Road Lane Configuration for Intersectfon Capacity Utilization Page2of3 East A nnr iWB) ,, Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config - -urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 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 = 0.50 LOS= , Turning Movements at Intersection of: w e s t A p p r Time : 7:30 AM to 8:30 AM Date : 08/02/07 Day : Thursday • Name: Leanne, Newera Sub- Totals · totals 894 534 360 0 Subtotals Total 0 331 29 North Annr /SB) West A nnr /EB) 2 0 0 3600 0 1800 0 941 4 266 0 945 0 266 0 0.26 0.00 0.15 0.00 0.26 A I-5 Southbound Ramps North Approach 1211 1211 0 266 4 941 J + L. _j ____., t 7 North i t r 0 0 0 0 235 0 235 South Approach 2 2 2 0 4000 1800 3600 4000 0 331 29 202 268 0 331 29 202 268 0 0.08 0,02 0.06 0.07 0.00 0.08 0.06 and Cannon Road I-5 Southbound Ramps 0 L 0 +-268 r 202 0 Total Subtotals Sub - totals 470 1272 Cannon Road Totals 1742 Note : Left-tum volumes include U-turns. U-turns in bold. E a s A p p r 1-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Annr !SB) West Annr (EB) : 4:45 PM to Page 3 of3 East Annr (WB) 5:45 PM Left Thru . Right Left Thru Right Left Thru Right Left Thru Right 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 2 0 1 0 0 3600 0 1800 0 N N 0 344 161 0 0 ;l45 0 161 0 0.00 0.10 0.00 0.09 0.00 0.00 0.10 ICU Ratio = 0.45 LOS= A Turning Movements at Intersection of: 1-5 Southbound Ramps Time : 4:45 PM to 5:45 PM North· Approach Date: 08/02/07 Day : Thursday 506 Name: Leanne, Newera 506 0 Sub -161 I 344 To~ totals J t L. w e 736 _j s 1316 0 0 t 580 522 ---+ t 58 7 A North P. p +i t r r 0 0 0 0 Subtotals 474 0 Total 474 2 2 4000 1800 3600 522 58 415 522 58 415 0.13 0.03 0.12 0.13, 0.12 and Cannon Road I I 2 4000 575 575 0.14 1-5 Southbound Ramps Total 0 Subtotals Sub - totals L 0 ,._ 575 990 r 415 0 866 Cannon Road 0 0 0 0 0.00 Totals 1856 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 SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 56 Intersection Location: I-5/Cannon Road Northbound Ramp Contents: Torn Movement Count Summary (A.M. and P.M.) ! · A.M. Peak Hour ICU Analysis and Torn 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 : Cannon Road Count Date: Day: Thursday 08/02/07 Weather : Sunny South Annroach (NB) Endofl5 File : 2007 Int #56 Data Collectec;l by: Lance, Eduardo Traffic Control : Signalized North Annroach ISBl West Annroach tEB\ EastAnnroachlWB1 Page I of3 15 min Total min. prd. Left U-Tm Thru Ri•tt Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds Vehicles Peds 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45AM * 8:00AM * 8:15AM * 8:30AM * 8:45 AM 9:00AM Max: 15 min. Pk. Hr. Vol. 7:30 AM Peak 8:30 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. 4:45 PM Peak 5:45PM Hour 5 13 19 15 14 18 10 25 20 23 14 20 25 78 18 24 37 · 40 21 38 40 27 32 35 26 II 40 .137 .0 0 22 0 0 0 48 0 0 0 48 0 0 I 90 0 0 3 53 0 0 0 101 0 0 0 112 0 0 4 161 0 0 I 109 0 O· 0 I 16 0 0 0 96 0 0 7 102 0 0 7 161 0 0 5 498 0 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 0 0 71 I 0 0 79 0 0 I 89 0 0 0 86 0 0 2 75 0 0 0 99 0 0 I 82 0 0 0 82 0 0 2 106 0 0 0 105 0 0 2 70 0 0 2 66 0 0 2 106 I 0 3 369 0 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 -. --2452 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3055 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 10· 0 0 15 0 0 . 23 0 0 24 0 0 21 0 0 29 0 0 17 0 0 22 0 0 . 27 0 0 46 0 0 22 0 0 46 0 O· 95 Peak Hr. Factor 0 0 53 0 0 72 0 0 79 0 0 69 0 0 53 0 0 58 0 0 84 0 0 51 0 0 54 0 0 51 0 0 55 0 0 35 0 0 84 0 0 247 Peak Hr. Factor 0 39 0 0 0 0 84 15 0 174 0 0 65 . 0 0 0 0 102 12 0 250 0 0 Ill 0 0 0 0 104 29 0 326 · 0 0 200 0 0 0 0 99 27 0 455 0 0 177 0 0 0 0 97 39 0 407 0 0 202 0 4 0 0 96 50 0 488 4 0 259 0 I 0 0 IOI 45 ·O 556 I 0 361 0 0 ·o 0 106 64 3 738 3 0 308 0 0 0 0 IOI 65 2 626 2 0 208 0 0 0 0 91 67 0 532 0 0 205 0 I 0 0 95 67 0 523 I 0 187 0 . I 0 0 111 65 I 514 2 0 361 0 4 0 0 Ill 67 3 738 4 0 1136 0 I 0 0 399 241 5 2452 6 . --0.83 0 152 0 I 0 0 141 181 0 616 2 0 140 0 0 0 0 169 199 I 683 I 0 147 0 0 0 0 176 194 0 723 0 0 149 0 0 0 0 198 196 I 738 I 0 145 0 0 0 0 177 194 2 667 2 0 163 0 0 0 0 210 210 0 778 0 0 160 0 0 0 0 235 216 2 818 2 0 136 0 I 0 0 228 208 0 732 I . 0 157 0 I . 0 0 202 174 1 727 2 0 133 0 2 0 0 175 190 0 689 2 0 115 0 0 0 0 180 180 2 628 2 0 !14 0 0 0 0 143 166 0 537 0 0 163 0 2 0 0 235 216 2 818 2 0 616 0 2 0 .0 875 808 3 3055 . 5 . . 0.93 1-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:30 AM to 8:30AM South Appr (NB) North Anor (SB) West Aoor ffiB) Page 2 of3 East Annr (WB} Lane Config - urations Inside (left) 1 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 78 5 Adjusted Hourly Volume O 83 Utilization Factor 0.00 0.04 Critical Factors ICU Ratio = 0.52 2 3600 N N 498 498 0.14 0.14 LOS= 0 0 0 2 0 0 0 3600 0 0 0 95 0 0 0 95 0.00 0.00 0,00 O.Q3 0.00 A , Turning Movements at Intersection of: I-s·Northbound Ramps w e s t A p p r Time: 7:30 AM to 8:30 AM Date : 08/02/07 Day : Thursday Name : Lance, EcJuardo Sub- To~ totals 477 1708 0 95 North Approach 0 J _j 1231 1136 ~ 0 7 i Subtotals Total 0 78 0 581 South Approach 341 0 0 0 0 t L. t North t r 5 498 581 2 0 0 4000 0 0 1136 0 0 1136 0 0 0.28 0.00 0.00 0.28 0.00 and Cannon Road 2.5 3100 399 399 0.13 1 1 1.5 2700 241 241 O.Q9 l-5 Northbound Ramps 341 L 241 ......---399 r 0 0 Total Subtotals Sub - totals 640 1634 Cannon Road Totals 2274 Note : Left-turn volumes in.elude U-turns. U-turns in bold. E a s t A p p r 1-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) '4:45 PM to 5:45 PM Lane Config • urations Inside (left) 2 1 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 137 3 Adjusted Hourly Volume O 140 Utilization Factor 0.00 · 0.07 · Critical Factors ICU Ratio = 0.57 2 3600 N N 369 369 0.10 0.10 LOS= 0 0 0 0 0 0 0 0 O.OQ 0.00 0.00 A 0 0 0 0 0.00 \ West Annr (EB) 1 1 2 .3600' 247 247 0.07 0.07 2 0 4000 0 616 0 616 0 0.15 0.00 Page3 of3 East Annr (WBl 0 2.5 l.5 0 3100 2700 0 875 ·sos 0 875 808 0.00 0.28 0.30 0.30 , Turning Movements at Intersection of : 1-5 Northbound Ramps and Cannon Road w e s t A p p r Time : 4:45 PM to 5:45 PM Date : 08/02/07 Day : Thursday Name : Lance, Eduardo Sub - To~ totals ' 1875 1012 863 0 Subtotals Total 247 616 0 North Approach 0 0 0 J t _j _____.., t 7 North i t 137 3 0 0 509 509 South Approac_h 1058 0 0 L. r 369 1-5 Northbound Ramps 1058 L 808 +-:-875 r 0 0 Total Subtotals Sub· totals 1683 985 Cannon Road Totals 2668 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 SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 57 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 Pagel Page2 Page3 , .. RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: 1-5 Southbound Ramps EJW Street : Palomar ~rport Road Count Date: 07/10/07 Day : Tuesday . Weatlier: Sunny File : 2007 Int #57 Data Collected by : Raul, Alfonso Traffic Control : Signalized South Annroach INR) North Annroach /SB\ WestAnnroachfF.B) End of 15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peale 8:30 AM · Hour 3:45PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15PM • 5:30PM • 5:45 PM • 6:00PM • 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 5 :00 PM Peale 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•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 ·o 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 80 82 98 136 175 169 206 254 273 232 171 165 273 965 123 148 152 125 160 132 125 175 155 139 130 113 175 594 U-Tm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2516 5 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic m Pk. Hr. -3886 Intersection Pdstrns in Pk. Hr. 12 Thru Ri•ht Peds Left U-Tm Thru Ri•ht Peds 0 14 0 0 0 24 3 0 0 27 0 0 0 35 16 0 0 42 0 0 0 29 24 0 0 84 0 0 0 56 22 0 0 88 0 0 0 59 17 0 0 80 0 0 0 66 20 0 0 75. 0 0 0 98 19 2 0 61 0 0 0 100 24 0 0 86 0 0 0 134 17 0 0 70 0 0 0 125 21 0 2 42 0 0 0 97 25 7 0 37 0 0 0 108 13 I 2 88 0 0 0 134 25 7 0 292 0 0 0 457 81 2 Peale Hr. Factor 0.91 0 27 0 0 0 145 51 3 0 35 0 0 0 128 57 0 0 35 0 0 0 149 43 0 0 38 0 0 0 167 40 0 0 36 0 0 0 . 166 52 0 0 43 ·o 0 0 173 46 4 0 39 0 0 0 221 72 4 0 45 0 0 0 196 54 I 0 35 0 0 0 167 63 I 0 39 0 0 0 185 61 3 0 46 0 0 0 125 47 0 0 33 0 0 0 153 35 0 0 46 -0 0 0 221 72 4 0 158 0 0 0 769 250 9 Peale Hr. Factor 0.94 East A--roach IWB) Left U-Tm Thru Ri•ht 0 0 53 82 0 0 61 89 0 0 109 62 0 0 90 52 0 0 108 89 0 0 80 57 0 . 0 124 59 0 0 124 52 0 0 121 64 0 0 114 63 0 0 127 39 0 0 128 59 0 0 128 89 0 0 483 238 0 0 164 262 0 0 162 249 0 0 155 224 0 0 .189 277 0 0 176 280 0 0 209 284 0 0 197 253 0 0 259 309 0 0 238 344 0 0 225 290 0 0 186 292 0 0 146 282 0 0 259 344 0 0 919 1196 Page 1 of3 15 min Total Peds !Vehicles Peds 0 256 0 3 310 3 3 .364 3 I 440 I 0 536 0 2 472 2 2 581 4 I 615 I 0 695 0 0 625 0 I 503 8 0 510 I 3 695 8 3 2516 5 5 772 8 4 77.9 4 0 758 0 6 836 6 0 870 0 0 887 4 I 907 5 .2 1038 3 0 1002 I 0 939 3 I 826 I 0 762 0 6 1038 8 3 3886 12 1-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2of3 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 O 0 Capacity O 0 Are the North/South phases splii (YIN)? Are the East/\\'. est phases split (Y /N)? Efficiency Lost Factor 0.10 Hourly Volume O 0 Adjusted Hourly Volume O 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 0 0 N N 0 0 0.00 0.00 ICU Ratio = 0.49 LOS= Turning Mo~ements at Intersec~ipn of: w e s t A p p r Time: 7:30AM to 8:30 AM Date : 07 /l 0/07 Day : Tue~day Name : Raul, Alfonso Sub- T~ totals 1313 775 538 0 Subtotals Total 0 457 81 North A r SB WestA r B 2 0 0 3600 0 1800 0 965 0 292 0 965 0 292 0 0.27 0.00 0.16 0.00 0.27 0.00 A 1-5 Southbound Ramps North Approach 1495 1257 0. 292 0 965 J ~ L. _J __. i 7 North ~ i r 0 0 0 0 81 0 81 South Approach 3 0 0 2 0 6000 0 0 4000 0 457 81 0 483 238 538 0 0 483 0 0.09 0.00 0.00 0.12 0.00 0.12 and Palomar Airport Road 1-5 Southbound Ramps 238 L 238 .._ 483 r 0 0 Total Subtotals Sub- totals 721 1422 Palomar Airport Road Totals 2143 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r 1-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South AEEr (NB) 5:00 PM to 6:00 PM ~ Thru Right Lane Inside 1 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 0 0 N N 0 0 0.00 0.00 ICU Ratio = 0.50 LOS= Turning Movements at Intersection of: w e s t A p p r Time : 5:00 PM to 6:00PM Date : 07 /l 0/07 Day : Tuesday Name : Raul, Alfonso Sub- To~ totals 2096 1077 1019 0 Subtotals Total 0 769 250 North Annr (SB) West A nnr !PB) East Annr (WB) Left Thru Right Left Thru . Right Left Thru ~ 1 1 1 1 1 1 1 1 1 1 2 0 1 0 3 0 0 2 0 3600 0 1800 0 6000 0 0 4000 0 594 0 158 0 769 250 0 919 1196 594 0 158 0 1019 0 0 919 0 0.17 0.00 0.09 0.00 0.17 0.00 0.00 . 0.23 0.00 0.17 0.00 0.23 A 1-5 Southbound Ramps and Palomar Airport Road North Approach 752 158 0 J t _j ____., t 7 North i t 0 0 0 250 0 250 South Approach 1948 0 594 ~ r 0 1-5 Southbound Ramps 1196 L 1196 +-919 r 0 Total Subtotals Sub- totals Totals 2115 0 3478 1363 Palomat 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 SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 58 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 Tum 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: Palomar.Airport Road Count Date : Day : Tuesday 07/10/07 Weather: Sunny File : 2007 Int #58 Data Collected by : Dolores, Lance Traffic Control : Signalized South A ""roach l'N'll\ North Annroach (SB) West A""roach ffiB\ 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. 7:30 AM· Peak 8:30AM Hour 3:45PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM • 5:15PM • 5:30PM • 5:45PM • 6:00 PM 6:15PM 6:30PM Max. 15min. Pk. Hr. Vol. 4:45PM Peak 5:45 PM Hour Left 12 17 23 26 22 21 38 40 37 32 48 36 48 147 34 34 26 28 29 31 19 24 28 20 19 19 34 102 U-Trn Thru Rjoht Peds Left U-Tm 0 2 139 0 0 0 0 0 178 0 0 0 0 0 231 0 0 0 0 0 286 0 0 0 0 0 254 0 0 0 0 0 305 0 0 0 0 I . 334 0 0. 0 0 0 357 0 0 0 0 0 366 0 0 0 0 0 317 0 o. 0 0 0 326 0 0 0 0 0 314 0 0 0 0 2 366 0 0 0 0 I 1374 0 0 0 -lntersection Traffic m Pk. Hr. -3942 Intersection Pdstrns in Pk. Hr. 7 0 0 185 0 0 0 0 I 167 0 0 0 0 0 179 0 0 0 0 2 159 0 ·O 0 0 0 155 0 0 0 0 I 162 0 0 0 0 I 158 0 0 0 0 0 175 0 0 0 0 0 173 0 0 0 0 I 142 0 0 0 0 0 129 0 0 0 0 0 132 0 0 0 0 2 185 0 0 0 0 2 668 0 0 0 Intersection Traffic m Pk. Hr. -4898 Intersection Pdstrns in Pk. Hr. 8 Thru Rieht Peds Left U-Tm Thru Rjoht Peds 0 0 0 8 0 99 0 I 0 .o 0 8 0 118 0 0 0 0 0 2 0 148 0 I 0 0 0 10 0 229 0 0 0 0 0 IS 0 196 0 0 0 0 0 13 0 272 0 3 0 0 0 21 0 296 0 0 0 0 0 19 0 388 0 0 0 0 0 16 0 335 0 I 0 0 0 17 0 319 0 4 0 0 0 15 0 245 0 3 0 0 0 20 0 258 0 2 0 0 0 21 0 388 0 4 0 0 0 73 0 1338 0 5 Peak Hr. Factor 0.93 0 0 0 47 0 221 0 2 0 0 0 32 0 244 0 0 0 0 0 46 0 251 0 4 0 0 0 46 0 248 0 0 0 0 0 48 0 278 0 4 . 0 0 0 53 0 248 0 0 0 0 0 85 0 266 0 2 0 0 0 63 0 311 0 2 0 0 0 42 0 268 0 I 0 0 0 52 0 275 0 I 0 0 0 40 0 210 0 0 0 0 0 42 0 219 0 0 0 0 0 85 0 311 0 4 0 0 0 243 0 1093 0 5 Peak Hr. Factor 0.94 East A ""roach /WR) Left U-Tm Thru Rjoht 0 0 126 69 0 0 120 53 0 0 146 68 0 . 0 113 95 0 0 152 101 0 0 121 113 0 0 136 121 0 0 137 121 0 0 132 83 0 0 149 130 0 0 164 108 0 0 135 127 0 0 164 130 0 0 554 455 0 0 352 204 0 0 378 208 0 0 358 252 0 0 384 207 0 0 344 268 0 0 400 261 0 0 399 277 0 0 471 256 0 0 467 . 259 0 0 423 193 0 0 392 200 0 0 347 180 0 0 471 277 0 0 1737 1053 Page I of3 15 min Total Peds Vehicles Peds 0 455 I 0 494 0 0 618 I 0 759 0 I 740 I -I 845 4 I 947 I I 1062 I 0 969 I 0 964 4 1 906 4 3 890 5 3 1062 5 2 3942 7 1 1043 3 2 1064 2 2 1112 6 0 1074 0 0 1122 4 0 1156 0 3 1205 5 0 1300 2 0 1237 1 0 1106 I I 990 1 0 939 0 3 1300 6 3 4898 8 1~5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization r . Page 2 of3 Pk. Hr. Time Period : 7:30AM to 8:30AM South Appr (NB) North Annr (SB) Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings O I Capacity O 2000 Are. the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 147 1 Adjusted Hourly Volume O 148 Utilization Factor 0.00 0.07 Critical ·Factors ICU Ratio = 0.70 2 0 0 0 3600 0 0 0 N N \374 0 0 0 1374 0 0 0 0.38 0.00 0.00 0.00 0.38 0.00 LOS= B West Annr /EB) East Annr /WB) 1 1 3 0 0 3 2 1800 6000 0 0 6000 3600 73 1338 0 0 554 455 73 1338 0 0 554 455 0.04 0.22 0.00 0.00 0.09 0.13 0.22 0.00 ,, Turning Movements at Intersection of: 1-5 Northbound Ramps and Palomar Airport Road w e s A. p p r Time: 7:30 AM to 8:30 AM Date: 07/10/07 Day : Tuesday Name : Dolores, Lance Sub - To~ totals 2112 701 1411 0 Subtotals Total North Approach 73 _t 1338---->- 0 7 0 0 J i 147 0 1522 0 0 t t North t 1522 1-5 Northbound Ramps 529 Total 529 Subtotals 0 0 Sub- ~ totals L 455 +-554 1009 r 0 0 2712 r 1374 Palomar Airport R.oad Totals 3721 South Approach Note : Left:turn volumes include U-turns. U-turns in bold. E a s t A p p r 1-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : South Aeer (NB) 4:45 PM to 5:45PM Left Thru .Bil:!!!. Lane Inside 1 Config -(left) 2 1 1 orations 3 4 5 6 Outside 7 Free-flow Lane Settings 0. 1 Capacity O 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0. JO Hourly Volume 102 2 Adjusted Hourly Volume O 104 Utilization Factor 0.00 0.05 Critical Factors ICU Ratio = 0.75 1 1 2 3600 N N 668 668 0.19 0.19 LOS= North A""r ISB\ West Aeer (EB) East Annr /WB\ Left Thru Right Left Thru ~ Left Thru Right 1 I 1 1 1 1 I I I . 0 0 0 I 3. 0 0 3 2 0 0 0 1800 6000 0 0 6000 3600 0 0 0 243 1093 0 0 1737 1053 0 0 0 243 1093 0 0 1737 1053 0.00 0.00 0.00 0.14 0.18 . 0.00 0.00 0.29 0.29 0.00 0.14 0.32 C Turning Movements at Intersection of: I-5 Northbound Ramps and Palomar Airport Road w e s t A p p r Time : 4:45 PM to 5:45 PM Date : 07 /l 0/07 Day : Tuesday Name : Dolores, Lance Sub- To~ totals 1839 3175 0 1336 North Approach 0 J _t 243 1093__.. 0 102 · 0 Subtotals Total 0 772 South Approach 0 0 + t North t 2 772 1298 0 0 L. r 668 1-5 Northbound Ramps 1298 L 1053 -+--1737 r 0 0 Total Subtotals Sub - totals 2790 1761 Totals 4551 Palomar Airport Road Note : Left-tum volumes include U-tums. U-tums in bold.· E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 59 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 Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: 1-S Southbound Ramps E/W Street : Poinsettia Lane Count Date: 07/18/07 Day: Wednesday Weather: Sunny File : 2007 Int #59 Data Collected by : Robert, Dolores Traffic Control : Signalized South Annroach (NB) North Annr~ach (SB) WestAnnroach<RB) End of IS min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15 AM 7:30AM 7:45AM • 8:00AM • 8:15AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peale 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM • 5:15 PM • 5:30PM • 5:45PM • 6:00PM 6:15 PM 6:30PM Max. 15min. Pk. Hr. Vol. 4.45 PM Peale 5:45 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 Rioht Peds Left U-Tm Thru 0 0 0 0 19 0 I 0 0 0 0 17 0 0 0 0 0 0 21 0 7 0 0 0 0 26 0 2 0 0 0 0 35 0 2 0 0 0 0 55 0 2 0 0 0 0 56 0 3 0 0 0 0 80 0 2 0 0 0 0 63 0 2 0 0 0 0 80 0 2 0 0 0 0 36 0 I 0 0 0 0 44 0 I 0 0 0 0 80 0 7 0 0 0 0 279 0 9 Intersection Traffic m Pk. Hr. = 2025 Intersection Pdstrns in Pk. Hr. 15 0 0 0 0 62 0 0 0 0 o· 0 86 0 l .o 0 0 0 53 0 0 0 0 0 0 60 0 0 0 0 0 0 74 0 0 0 0 0 0 92 0 0 0 0 0 0 77 0 0 0 0 0 0 83 0 0 0 0 0 0 83 0 I 0 0 0 0 71 0 0 0 0 0 0 80 0 O· 0 0 0 0 67 0 0 0 0 0 0 92 0 I 0 0 0 0 335 0 I Intersec!Ion Traffic m Pk. Hr. -2568 Intersection Pdstrns in Pk. Hr. 22 - Rioht Peds Left U-Tm Thru Rioht Peds Left 14 0 0 0 25 15 3 76 16 0 ·o 0 28 31 2 92 56 0 0 0 32 33 4 57 48 0 0 0 41 14 I 94 29 0 0 0 53 14 1 84 41 0 0 0 78 30 0 108 100 0 0 0 96 23 I 96 80 0 0 0 94 20 2 98 77 0 0 0 88 27. 0 84 97 0 0 0 88 22 I 79 62 0 0 0 98 35 I 44 53 0 0 0 95 21 4 45 100 0 0 0 98 35 4 108 354 0 0 0 366 92 4 357 Peale Hr. Factor 0.97 43 0 0 0 137 24 2 84 50 0 0 I 136 30 I 100 41 0 0 0 154 38 2 95 31 0 0 0 157 24 0 -104 31 0 0 0 168 34 2 140 28 0 0 0 165 27 I 140 38 0 0 0 144 42 3 144 53 0 0 0 187 35 3 171 45 0 0 . 0. 187 43 5 146 31 · 0 0 0 175 31 4 127 51 0 0 0 123 39 2 122 42 0 0 0 149 26 8 84 53 · 0 0 I 187 43 8. 171 164 0 0 0 683 147 12 601 Peale Hr. Factor 0.91 East Annroach (WB) U-Tm Thru Rioht 0 72 0 0 59 0 0 111 0 0 136 0 0 130 0 0 150 0 0 146 0 0 147 o. 4 116 0 0 155 0 0 140 0 0 138 0 4 155 0 4 564 0 0 130 0 0 152 0 0 122 0 0 133 0 - 0 130 0 0 168 0 0 ISi 0 0 177 0 0 141 0 0 146 0 0 135 0 0 141 0 0 177 0 0 637· 0 Page I of3 15 min Total Peels ~ehicles Peds 1 -222 4 0 243 2 0 317 4 I 361 2 0 347 I 0 464 0 3 520 4 2 521 4 4 461 4 2 523 3 2 416 3 3 397 7 4 523 7 11 2025 15 0 480 2 0 556 I 0 503 2 1 509 I 3 577 5 I 620 2 I 596 4 3 706 6 5 646 10 3 581 7 2 550 4 1 509 9 5 706 10 ·.10 2568 22 1-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page2 of3 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 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 = 0.49 LOS= Turning Movements at Intersection of : Time: 7:30 AM to 8:30AM Date: 07/18/07 Day : Wednesday Name : Robert, Dolores Bub- To~ totals w e 918 s 1376 0 0 t 458 366 92 A p p r Subtotals Total North Annr (SB) WestAnnr !EB\ · East Annr /WB) 1 ' 1 2 0 1 0 2 1 2 2 0 3600 0 1800 0 4000 1800 3600 4000 0 279 9 354 0 366 92 361 564 0 288 0 354 0 366 92 361 564 0 0.08 0.00 0.20 0.00 0.09 0.05 0.10 0.14 0.00 0.20 0.09 0.10 A 1-5 Southbound. Ramps and Poinsettia Lane North Approach 1-5 Southbound· Ramps 642 Total 642 0 Subtotals 0 354 9 279 Sub- J t L. totals Totals _j L 0 _.., t .._ 564 925 7 r 361 4 1574 North 649 +i t r 0 0 0 Poinsettia Lane 0 458 0 458 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r 1-5 Southbound Ramps at Poinsettia Lane 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 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 .o 0.00 0.00 ICU Ratio = 0.53 LOS= • Turning Movements atlntersection of: w e s t A p p r Time : 4:45 PM to 5:45 PM Date:· 07/18/07 Day : Wednesday Name : Robert, Dolores Sub- To~ JQ!filL 1631 801 830 0 Subtotals Total 0 683 147 NorthA r SB WestA r B I I 2 3600 335 336 0.09 0.09 .A 0 0 0 0.00 I 0 1800 0 164 0 164 0 0.09 0.00 1-5 Southbound.Ramps North Approach 500 500 0 164 I 335 J + ~ _j __. t 7 North i t r 0 0 0 0 749 0 749 South Approach I 1. 2 4000 683 683 0.17 0.17 I I 1800 147 147 0.08 I I 2 3600 601 601 0.17 0.17 I I 2 4000 637 637 0.16 0 0 0 0 0.00 and -Poinsettia Lane 1-5 Southbound Ramps 0 L 0 +-637 r 601 0 Total Subtotals Sub- totals 1238 1018 Poinsettia Lane Totals 2256 Note : Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r ' i ,. ,i ,, ' ' ,:,, n.,.~ ·u· ! . '-•·\''", ' ',.; .. , '" " " .1 ··-', ' •,7,1 . , ~ .. •'" .. • l -- CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Nnmber: 60 Intersection Location: I-5/Poinsettia Lane Northbound Ramp Contents: Tum Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 RICK ENGINEERING COMPANY Transportation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : 1-5 Northbonod Ramps E/W Sq-eet : Poinsettia Lane Count Date: 07/18/07 Day : Wednesday " Weather: Sunny File : 2007 Int #60 Data Collected by: Ja,son, Lotous Traffic Control : Signalized South Annroach (NB) North Annroach (SB) West Annroach ffi.B\ End of 15 min. prd. 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM • 8:00AM • 8:15 AM • 8:30AM • 8:45AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30AM Peak 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00PM • 5:15PM • 5:30PM • 5:45 PM • 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 4.45 PM Peak 5:45 PM Hour Left 10 17 18 38 29 34 49 49 38 28 36 63 63 164 43 67 39 51 42 55 48 38 53 44 49 55 67 194 U-Tm Thru Ril!ht Peds Left U-Tm 0 0 28 0 0 0 0 0 44 0 0 0 0 I 65 0 0 0 0 0 89 0 0 0 0 0 89 0 0 0 0 I 117 0 0 0 0 0 160 0 0 0 0 0 195 0 0 0 0 I 168 0 0 0 0 6 184 0 0 0 0 0 154 0 0 0 0 0 158 0 . 0 0 0 I 195 0 0 0 0 I 707 0 0 0 Intersection Traffic m Pk. Hr. = 2657 Intersection Pdstms in Pk. Hr. 16 0 0 89 0 0 0 0 0 123 0 0 0 0 0 140 0 0 0 0 0 113 0 0 0 0 0 133 0 0 0 0 I 147' 0 () 0 0 0 117 0 0 0 0 0 154 0 0 0 0 I 136 0 0 0 0 0 157 0 0 0 0 I 118 0 0 0 0 2 109 0 0 0 0 2 .157 0 0 0 0 2 554 0 0 0 Intersection Traffic m Pk. Hr. -3036 Intersection Pdstms in Pk. Hr. 32 Thru Rjoht Peds Left U-Tm Thru Ril!ht Peds 0 0 0 II 0 27 0 0 0 0 0 21 0 26 0 I 0 0 0 23 0 26 0 2 0 0 0 26 0 54' 0 2 0 0 0 32 I 50 0 2 0 0 0 22 I 90 0 I 0 0 0 40 0 98 0 2 0 0 0 39 I 132 0 I 0 0 0 28 0 150 0 I 0 0 0 33 0 129 0 I 0 0 0 40 0 109 0 0 0 0 0 30 I 139 0 3 0 0 0 40 I 150 0 3 0 0 0 140 I 509 0 5 Peak Hr. Factor 0.92 0 0 0 36 0 153 0 I 0 0 0 41 0 186 0 4 0 0 0 40 0 172 0 I 0 0 0 41 0 181 0 0 0 0 0 28 I 208 0 I 0 0 0 27 0 231 0 4 0 0 0 41 0 · 176 0 3 0 0 0 26 0 247 0 I 0 0 0 42 0 230 0 2 0 0 0 32 0 209 0 5 0 0 0 36 0 165 0 2 0 0 0 38 0 180 0 5 0 0 0 42 I 247 0 5 0 0 0 136 0 884 0 10 Peak Hr. Factor 0.90 East Annroach /WB) Left U-Tm Thru Ril!ht 0 0 139 41 0 0 135 39 0 0 152 51 0 0 180 67 0 0 185 56 0 0 190 92 0 0 182 113 0 0 180 128 0 0 167 93 0 0 188 84 0 0 189 98 0 0 201 91 0 0 201 128 0 0 717 418 0 0 176 66 0 0 177 67 0 0 176 57 0 0 191 69 0 0 227 76 0 0 237 64 0 0 201 95 0 0 296 79 0 0 244 50 0 0 199 61 0 0 216 63 0 I 168 56 0 I 296 95 0 0 978 288 Page I of3 15 min Total Peds !Vehicles Peds 0 256 o· 0 282 I 0 336 2 0 454 2 0 442 2 2 547 3 I 642 3 3 724 4 4 645 5 3 646 4 4 626 4 I 683 .4 4 724 5 II 2657 16 I 563 2 0 661 4 3 624 4 3 646 3 3 715 4 I 762 5 14 678 17 3 840 4 4 756 6 5 702 10 0 648 2 2 609 7 14 840 17 22 3036 32 1-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page2 of3 East Annr (WBl South Appr (NB) North A--r (SB) West Annr IPB) Pk. Hr. Time Period : 7:30 AM to 8:30AM Lane Config - urations Inside (left) 1 2 3 Left ...I!!!:!!_ Right Left Thru ~ Left Thru Right Left Thru ~ 1 4 5 6 Outside 7 Free-flow Lane Settings O r Capacity O 2000 Are the North/South phases split (Y /N)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 164 1 Adjusted Hourly Volume 165 Utilization Factor 0.00 0.08 Critical Factors 2 3600 N N 707 707 0.20 0.20 ICU Ratio = 0.61 LOS= . Turning Movements at Intersection of: w e s t Time : 7:30 AM to 8:30AM Date : 07 /18/07 Day : Wednesday . Name : Jason, Lotous Sub - To~ totals 1532 882 650 1 Subtotals Total 141 509 0 0 0 0 0 0 0 1800 0 0 . 0 141 0 0 0 141 0.00 0.00 0.00 0.08 0.00 0.08 B 1-5 Northbound Ramps North Approach 559 0 0 0 0 0 J t ~ _j __.. t 7 North ~ t r 164 707 0 0 872 872 1 2 0 0 3 4000 0 0 6000 1800 509 0 ·o 717 418 509 0 0 717 418 0.13 0.00 0.00 0.12 0.23 0.23 and Poinsettia Lane 1-5 Northbound Ramps 559 L 418 +---717 r 0 0 Total Subtotals Sub - totals 1135 1216 Poinsettia Lane Totals 2351 South Approach Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r - 1-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page3 of3 East Annr /WB) Pk. Hr. Time Period : South Appr (NB) 4:45 PM to. 5:45 PM Lane Config - urations . Inside (left) 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 194 2 Adjusted Hourly Volume 0 196 Utilization Factor 0.00 0.10 Critical Factors ICU Ratio = 0.49 Turning Movements at Intersection of: Time : 4:45 PM to 5:45 PM Date: 07/18/07 Day : Wednesday Name: Jason, Lotous Sub - To~ totals w e 1172 s 2192 0 t 1020 A p p r 1 1 2 3600 N N 554 554 0.15 0.15 LOS= i36 884 0 Subtotals Total North Annr /SB) West Annr /EB) 1 0 0 0 1 0 0 0 1800 0 0 0 136 0 0 0 136 0.00 0.00 0.00 0.08 0.00 0.08 A 1-5 Northbound Ramps North Approach 426 0 0 0 0 0 J + l. _j ____.. t 7 North i t r 194 2 554 0 0 750 750 South Approach 2 0 0 4000 0 0 884 0 0 884 0 ·O 0.22. 0.00 0.00 and Poinsettia Lane ' 1 1 1 3 6000 978 978 0.16 0.16 1800 288 288 0.16 1-5 Northbound Ramps Total 426 Subtotals Sub- totals. Totals L 288 +---978 1266 r 0 0 2704 1438 Poinsettia Lane Note: Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 61 Intersection Location: I-5/La Costa Avenue Southbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Tum Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Pagel Page2 Page3 , .. RICK ENGINEERING COMPANY Transportation Ditlision 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 : Day : Tuesday 07/17/07 Weather: Sunoy File : 2007 Int #6 I Data Collected by : Stephen, Jason Traffic Control : Signalized South Aooroach /NB) North Aooroach (SB) WestAnnroachfF.B) End of15 min. prd. 6:15 AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM • 8:15 AM • 8:30AM • 8:45AM • 9:00AM • Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45AM Hour 3:45PM • 4:00PM • 4:15PM •· 4:30PM • 4:45PM 5:00PM 5:15 PM 5:30PM 5:45 PM 6:00PM 6:15 PM 6:30PM Max. 15 min. Pk. Hr. Vol. 3:30PM Peak 4:30 PM Hour Left U-Tm Thru Rioht Peds Left U-Tm Thru Ri!!ht Peds Left 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 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 0 Intersection Traffic in Pk. Hr. Intersection Pdstros in Pk. Hr. 0 0 0 0 0 0 0 0 o· 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 4.8 77 89 88 122 171 217 152 168 175 173 217 712 126 141 118 HO 108 102 72 102 · 80 146 105 96 146 495 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. 2278 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic in Pk. Hr. = 2266 Intersection Pdstros in Pk. Hr. = 4 I 0 0 0 0 I I 2 I 3 7 1 7 13 4 2 7 3 3 0 0 I 2 I 0 I 7 16 21 0 0 0 28 14 0 23 0 0 0 46 25 0 62 0 0 0 52 15 0 56 0 ' 0 0 65 17 0 88 0 0 0 80 11 0 99 0 0 0 87 II 0 115 0 0 0 96 11 0 144 0 0 0 118 7 0 123 0 0 0 95 12 0 IOI 0 0 0 116 8 0 138 0 0 0 112 11 0 140 0 0 0 124 16 I 144• 0 0 0 124 25 I 506 0 0 0 441 38 0 Peak Hr. Factor . .. 0.90 81 0 0 0 139 tr I 67 0 0 0 136 15 0 93 0 0 0 · 142 14 2 62 0 0 0. 171 19 0 66 0 0 0 145 18 0 61 0 0 0 132 18 0 25 . 0 0 0 156 39 0 21 0 0 o· 144 35 2 25 0 .o o· 143 21 0 13 0 0 0 130 40 0 17 0 0 0 146 18 I 24 0 0 0 123 26 0 · 93 0 0 0 171 40 2 303 0 0 0 588 59 3 Peak Hr. Factor .. 0.98 Page 1 of3 East Annroach /WB) 15 min Total Left U-Tm Thru Rioht Peds Vehicles Peds 160 0 13 0 0 279 0 138 0 29 0 0 309 0 128 0 64 0 0 398 0 117 0 69 0 0 413 0 94 0 73 0 0 434 0 60 0 80 0 0 460 0 77 0 77 0 0 548 0 48 7 89 0 0 632 0 33 0 91 0 I 507 I 66 0 87 0 0 549 0 60 I 86 0 0 590 0 58 0 120 0 0 632 1 160 7 120 0 I 632 I 207 8 353 0 I 2278 I 109 I 98 0 0 569 I 108 I 107 0 0 577 0 78 0 105 0 0 557 2 100 0 98 0 I 563 I 75 0 84 0 I 499 I 100 0 118 0 0 531 0 97 0 118 0 0 507 0 131 0 130 0 0 564 2 108 0 109 0 I 488 I 85 0 116 0 0 531 0 I 17 · 0 131 0 0 534 I 107 0 104 0 0 481 0 131 I 131 0 I 577 2 395 2 408 0 I 2266 4 1-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of3 East Annr (WB). Pk. Hr. Time Period : 7:45 AM to 8:45AM South Appr(NB) Lane Config- urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow . Lane Settings O O Capacity O 0 Are the North/South phases split (Y /N)? Are the East/West phases split (Y /N)? 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 = 0.56 LOS= , Turning Movements at Intersection of : w e Time : 7:45 AM to 8:45 AM Date: 07/17/07 Day : Tuesday Name : Stephen, Jason Sub- To~ totals .859 s 1338 0 t 479 A p p r Subtotals Total 0 441 38 North Annr (SB) West Annr ffiB) 2 0 1 0 3800 0 1800 0 712 13 506 0 725 0 506 0 0.19 0.00 0.28 0.00 0.28 A 1-5 Southbound Ramps North Approach 1231 1231 0 506 13 712 J + ~ _t _.. t 7 North ~ t r 0 0 0 0 258 0 258 South Approach 1 1 1 2 0 2 2 0 4000 0 3600 4000 0 441 38 215 353 0 479 0 215 353 0 0.12 0.00 0.06 0.09 0.00 0.12 0.06 and La Costa Avenue 1-5 Southbound Ramps 0 L 0 +-353 .-215 8 Total Subtotals Sub- totals 1161 La Costa Avenue Totals 1729 Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p r 1-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of3 East Annr (WB\ ·Pk. Hr. Time Period: 3:30 PM to 4:30PM South Appr (NB) Lane Config - urations Inside ·(left) I 2 3 4 5 6 Outside · 7 Free-flow Lane Settings Capacity 0 I 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 O· Adjusted Hourly Volume, 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.54 .Turning Movements at Intersection of: Time : 3 :30 PM to 4:30 PM Date: 07/17/07 Day : Tuesday Name : Stephen, Jason Sub- To~ totals w e 711 s 1358 0 t 647 A p p r 0 0 N N 0 0 0.00 LOS= 0 588 59 Subtotals Total North Annr (SB\ West Annr 11'8) . I 2 0 I 0 2 0 2 2 0 3800 0 1800 0 4000 0 3600 4000 0 495 16 303 0 588 59 397 408 0 511 0 303 0 647 0 397 408 0 0.13 0.00 0.17 0.00 0.16 0.00 0.11 0.10 0.00 0.17 0.16 0.11 A 1-5 Southbound Ramps and La Costa Avenue North Approach 1-5 Southbound Ramps 814 Total -814 0 Subtotals 0 303 16 495 Sub-J t L. totals Totals ___J L 0 ----+ t +--408 805 7 r 397 2 1890 North t 10.85 i r 0 0 0 La Costa Avenue 0 470 0 470 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 SUMMER2007 INTERSECTION ANALYSIS SUMMARY Intersection Number: 62 Intersection Location: I-5/La Costa Avenue Northbound Ramp Contents: Turn Movement Count Summary (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn MovementDiligram 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 Iniersection of: N/S Street: 1-5 Northbound Ramps E/W Street : La Costa Avenue Count Date : Day : Tuesday 07/17/07 Weather: Sunny File : 2007 Int #62 Data Collected by : Raul, Alfonso Traffic Control : · Signalized South Annroach INR\ North Annroach (SB\ West Annroach "'Bl End ofl5 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 Peale 8:30AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45PM 5:00PM 5:15 PM 5:30PM • 5:45 PM • 6:00PM • 6:15 PM • 6:30PM Max. 15 min. Pk. Hr. Vol. 5:15 PM Peale 6:15 PM . Hour Left U-Tm Thru Ri•ht Pods Left U-Tm 8 0 0 64 0 0 0 7 0 0 113 0 0 0 12 0 0 144 0 0 0 18 0 0 150 0 0 0 10 0 0 122 0 0 0 15 0 0 147 0 0 0 16 0 0 158 0 0 0 16 0 0 193 0 0 O· 18 0 0 120 0 0 0 17 0 2 137 0 0 0 27 0 0 134 0 0 0 21 0 0. 169 0 0 0 27 0 2 193 0 0 0 67 0 2 608 0 0 0 -lntersect1on Traffic m Pk. Hr. -2998 · Intersection Pdstrns in Pk. Hr. 0 23 0 2 158 0 0 0 31 0 0 145 0 0 0 29 0 0 126 0 0 0 27 0 0 171 0 0 0 22 0 0 168 0 0 0 27 0 O· 178 0 () 0 33 0 0 215 0 0 0 43 0 0 201 0 0 0 38 0 0 183 0 0 0 39 0 0 161 0 0 0 52 0 2 247 ·O 0 0 28 0 0 257 0 0 0 52 0 2 257 0 0 0 172 0 2 792 0 0 0 lntersect1on Traffic m Pk .. Hr. 3096 Intersection Pdstrns in Pk. Hr. 8 Thru Rioht Peds Left U-Tm Thru Rioht Peds 0 0 0 14 0 56 0 0 0 0 0 25 0 68 0 0 0 0 0 23 0 115 0 0 0 0 0 24 0 122 0 0 0 0 0 38 0 136 0 0 0 0 0 37 0 184 0 0 0 0 0 41 0 226 0 0 0 0 0 52 0 308 0 0 0 0 0 42 0 242 0 0 0 0 0 44 0 246 0 0 0 0 0 52 0 238 0 0 .0 0 0 38 2 278 0 I 0 0 0 52 2 308 0 I 0 0 0 179 0 1022 0 0 Peale Hr. Factor 0.83 0 0 0 59 I 213 0 0 0 0 0 58 2 225 0 0 0 0. 0 62 I 199 0 0 0 0 0 65 0 226 0 1 0 0 O· 72 0 199 0 0 0 0 0 32 I 190 0 I 0 0 0 49 0 181 0 0 0 0 0 63 0 . 170 0 0 0 0 0 . 45 0 177 0 0 0 0 0 57 0 222 0 0 0 0 0 31 0 220 0 0 0 o· 0 50 1 175 0 0 0 0 o. 72 2 226 0 1 0 0 0 196 0 789 0 0 Peale Hr. Factor 0.90 East Annroach IWBl Left U-Tm Thru Rioht 0 0 166 37 0 0 182 55 0 0 198 74 0 0 193 100 0 0 176 95 0 0 174 116 0 0 186 127 0 0 173 157 0 0 118 99 0 0 138 122 0 0 137 111 0 0 186 107 0 0 198 157 0 0 615" 505 0 0 190 116 0 0 201 116 0 0 159 100 0 0 174 128 0 0 152 93 0 0 196 111 0 0 182 · 108 0 0 230 97 0 0 165 92 0 0 162 94 0 0 196 109 0 0 182 88 0 0 230 128 · .o 0 753 392 Page I of3 15 min Total Peds !Vehicles Pods 0 345 0 0 450 0 0 566 0 0 607 0 0 577 0 0 673 0 0 754 0 0 899 0 0 639 0 0 706 0 0 699 0 2 801 3 2 899 3 0 2998 0 0 762 0 0 778 0 0 676 0 0 791 1 0 706 0 0 735 1 0 768 0 0 804 0 2 700 2 2 735 2 4 857 4 0 781 0 4 857 4 8 3096 8 1-5 Northbouud Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page2 of3 East A nnr /WB) Pk. Hr:· Time Period : 7:30 AM to 8:30AM South Appr (NB) Lane Config- urations Inside (left) Outside Free-flow I 2 3 4 5 6 7 Lane Settings 0 Capacity O 2000 Are the North/~outh phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 67 2 Adjusted Hourly Volume O 69 Utilization Factor 0.00 0.03 Critical Factors ICU Ratio = 0.65 I I 2 3600 N N 608 608 0.17 0.17 LOS= North Annr (SB) 0 0 0 I 0 0 0 1800 0 0 0 179 0 0 0 179 0.00 0.00 0.00 0.10 0.00 0.10 B --• Turning Movements at Intersection of: 1-5 Northbound Ramps w e s t A p p r Time: 7:30 AM_ to 8:30 AM North Approach Date : 07 /17 /07 Day : Tuesday Name : Raul, Alfonso Sub- To~ totals 682 1883 0 1201 0 J ___t · 179 1022-. 0 67 0 Subtotals Total 0 677 South Approach 0 0 + t North t 2 677 686 0 0 L. r 608 I I I ·1 I I - 2 0 0 3 1 4000 0 0 6000 1800 1022 0 0 615 505 1022 0 0 615 505 0.26 .0.00 0.00 0.10 Q.28 0.28 and La Costa Avenue 1-5 Northbound Ramps 686 L 505 +-615 .-0 0 Total Subtotals Sub- totals 1120 1630 La Costa A venue Totals 2750 Note : Left-tum volumes include U-tums. U-tums in bold. E a s I A p p r I-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : South Aeer (NB) 5:15 PM to 6:15 PM ~ Thru ~ Lane Inside I I I Config-(left) 2 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 I Capacity O 2000 Are the North/South phases spl,it (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 172 2 Adjusted Hourly Volume O 174 Utilization Factor 0.00 0.09 Critical Factors ICU Ratio = 0.65 I I 2 3600 N N 792 792 0.22 0.22 LOS= North Annr (SB) West Annr fEBl Left Thru Right Left Thru Right I I 1· 0 0 0 I 2 0 0 0 0 18.00 4000 0 0 0 0 196 789 0 0 0 0 196 789 0 0.00 0,00 0.00 0.11 0.20 0.00 0.00 0.11 B Page3 of3 East Annr (WB\ Left Thru Right I I 1 I 0 3 I 0 6000 1800 0 753 392 0 753 392 0.00 0,13 0.22 0.22 Turning Movements at Intersection of: 1-5 Northbound Ramps and La Costa Avenue w e s t A p p r Time: 5:15 PM to 6:15 PM Date : 07 /17 /07 Day : Tuesday Name : Raul, Alfonso Sub- To~ totals 1910 925 985 0 Subtotals Total 196 789 0 North Approach 0 0 0 J t __t __.. i 7 North +i t 172 2 0 0 966 966 South Approach 590 0 0 L. r 792 1-5 Northbound Ramps 590 L 392 ~ 753 r 0 0 Total Subtotals Sub - totals 1145 1,581 La Costa Avenue Totals 2726 Note : Left-tum volumes include U-tums. U-turns in bold. E a s t A p p r .APPENDIXB MID-BLOCK LINK SUMMARY · MID~BLOCK LINK VOLUME COUNTS This chapter presents the link count information for the thirty-three (33) 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 2007 and detailed summaries are shown on the following pages. The information includes 15-minute summaries, 24-hour summaries, and a bar chart for each day. Figure B-1 displays the Average Daily Traffic (ADT) volume levels for the thirty-three (33) 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 bas.ed on guidelines developed by the City of Carlsbad. I ' 2007 TRAFFIC MONITORING PROGRAM AVERAGE DAILY TRAFFIC VOLUMES 11/1/2007 Legend: Ill Mid-Block Count Location xx,xxx Mid-Block Average Daily Traffic (ADT) N s NOTTOSCAt.E Figure 8-1 RICK ENGINEERING COMPANY rec_proposals-reports/carlsbad traffic monitorlng/2007 /nov07 Table B-1 MID-BLOCK LINK COUNT DATA SUMMARY 2007 TRAFFIC MONITORING PROGRAM Location Segment Segment _Location Count Day (s) Count Date (s) Number Palomar Airport Road Paseo Del Norte and Annada Drive Tues, Wed 7/17, 7/18 ' 2 Palomar Airport Road Yarrow Drive and El Camino Real Tues, Wed 7/24, 7/25 3 Palomar Airport Road El Camino Real and Loker Ave. West/Innovation Wy Tues, Wed 7/24, 7/25 4 Palomar Airport Road Melrose Drive and Paseo Valindo/Eagle Drive Tues, Wed 7/10, 7/11 5 El Camino Real Plaza Drive and Marron Road Wed, Thurs 7/25, 7/26 6 El Camino Real Tamarack Avenue and Kelly Drive Wed, Thurs 8/22, 8/23 7 El Camino Real Faraday A venue and Palomar Airport Road Tues, Wed 7/31, 8/1 8 El Camino Real Camino Vida Roble and Cassia Road Wed, Thurs 8/22, 8/23 9 El Camino Real Arena! Rpad and Costa Del Mar Road Wed, Thurs 7/18, 7/19 IO El Camino Real La Costa A venue and Lev ante Street Wed, Thurs 7/18, 7/19 II El Camino Real Levante Street and Calle Barcelona Wed, Thurs 7/18, 7/19 12 Melrose Drive Lions head A venue and ·Palo~ar Airpot:(: Road Tues, Wed 7/24, 7/25 13 Melrose Drive Palomar Airport Road and Rancho Bravado Tues, Wed 7/iO, 7/11 14 Melrose Drive Alga Road and Corintia Street Tues, Wed 7/17, 7/18 15 Carlsbad Boulevard Mountain View Drive and State Steet Tues, Wed 7/31,8/1 16 Carlsbad Boulevard Cannon Road and Cerezo Drive Tues, Wed 7/31, 8/1 17 Carlsbad Boulevard Poinsettia Lane and Island Way Wed, Thurs 8/22, 8/23 18 Carlsbad Boulevard A venida Encinas and La Costa A venue Wed, Thurs 8/22, 8/23 19 La Costa A venue Saxony Road and Piraeus Street Wed, Thurs 8/22, 8/23 ·20 La Costa A venue Cadencia Street and Romeria Street Wed, Thurs 7/18, 7/19 21 Rancho Santa Fe Road La Costa Meadows Drive. and San Elijo Road Wed, Thurs 7/18, 7/19 22 Rancho Santa Fe Road A venida Soledad and Camino Junipero Wed, Thurs 7/18, 7/19 23 Rancho Santa Fe Road Olivenhain Road and Calle Acervo/Avenida La Posta Wed, Thurs 7/18, 7/19 ' 24 Carlsbad Village Drive Victoria A venue and Pontiac Drive Wed, Thurs 8/22, 8/23 25 Poinsettia Lane Paseo Del Norte and Batiquitos Drive Wed, Thurs 7/1 I, 7/12 26 Tamarack Avenue El Camino Real and La Portalada Drive Wed, Thurs 7/25, 7/26 27 Paseo Del Norte Camino Del Parque (north) and Palomar Airport Road Wed, Thurs 7/11, 7/12 28 Paseo Del Norte Palomar Airport Road and Car Country Drive Wed, Thurs 7/11, 7/12 29 Cannon Road Paseo Del Norte and Car Country Drive Wed, Thurs 8/22, 8/23 30 Cannon Road El Camino Real and College Boulevard Wed, Thurs 8/22, 8/23 31 College Boulevard Tamarack A venue (N) and N. City Limits · Wed, Thurs 7/25, 7/26 32 College Boulevard Palomar Airport Road and Aston A venue Tues, Wed 7/17, 7/18 33 Alga Road Corintia Street-and EI Fuerte Street Tues, Wed 7/17, 7/18 Table B-2 MID-BLOCK LINK LEVELS OF SERVICE 2007 TRAFFIC MONITORING PROGRAM Location #of Link Link # ofbrs Number Segment Segment Location Lanes1 Volume Direction VIC LOs' Volume Direction VIC LOs' worse than LOSC ------------ Palomar Airport Road Paseo Del Norte and 3 2,706 WB 0.50 A 2,516 EB 0.47 A 0 Annada Drive 2 Palomar Airport Road Yarrow Drive and 3 1,828 WB 0.34 A 1,536 EB 0.28 A 0 El Camino Real 3 Palomar Airport Road El Camino Real and 3 2,782 WB 0.52 A 2,856 EB 0.53 A~ 0 Loker Ave. W./lnnovation Wy. 4 Palomar Airport Road Melrose Drive and 3 2,008 WB 0.37 A 2;070 EB 0.38 A 0 Paseo Valindo/Eagle Drive 5 El Camino Real Plaza Drive and 3 1,518 NB 0.28 A 1,248 SB 0.23 A 0 Marron Road 6 EI Camino.Real Tamarack Avenue and 2 I·,741 NB 0.48 A l,71 I' SB 0.48 A ·O Kelly Drive 7 El Camino Real Faraday Avenue and 3 1,902 NB 0.35 A 2,134 SB 0.40 A 0 Palomar Airport Road 8 EI Camino Real Camino Vida Roble and 2/3 1,460 NB 0.41 A 1,914 SB 0.35 A 0 Cassia Road 9 El Camino Real Arena! Road and 3/2 1,943 NB 0.36 A 2,748 SB 0.76 C 0 Costa Del Mar Road 10 El Camino Real La Costa Avenue and 3 1,488 NB 028 A 1,990 SB 0.37 A 0 Levante Street 11 El Camino Real Levante Street and 3 1,510 NB 0.28 A 1,940 SB 0.36 A 0 Calle Barcelona Notes: 1. Number of lanes is for the direction( s) indicated. 2. The segment LOS was based upon the maximum, one-direction, one-hour volume in the peak period as a function of the one~directi.on, maximum lane volume oft,800 vehicle per hour. Table B-2 (Continued) MID-BLOCK LINK LEVELS OF SERVICE 2007 TRAFFIC MONITORING PROGRAM Location #of Link Link # of hrs Number Segment Segment Location Lanes1 Volume Direction V/C LOSJ Volume Direction V/C LOS2 worse than LOSC ------------ 12 Melrose Drive Lionshead Avenue and 3 1,229 NB Palomir Airport Road 0.23 A 1,764 SB 0.33 A 0 13 Melrose Drive Palomar Airport Road and 3 917 NB Rancho Bravado 0.17 A 892 SB 0.17 A 0 14 Melrose Drive Alga Road and 3 939 NB 0.17 A 1,160 SB 0.21 A 0 Corintia Street 15 Carlsbad Boulevard State Street and 722 NB 0.40 Mountain View Drive A 554 SB 0.31 A 0 16 Carlsbad Boulevard Cannon Road and 955 NB 0.53 A 823 SB 0.46 A 0 Cerezo Drive 17 Carlsbad Boulevard Island Way and 2 913 NB 0.25 A 745 SB 0.21 A 0 Poinsettia Lane 18 Carlsbad Boulevard Avenida Encinas and 2 924 NB 0.26 A 1,186 SB 0.33 A .o La Costa Avenue 19 La Costa A venue Piraeus Street and 2 1,135 WB 0.32 A 1,479 EB 0.41 A 0 Saxony Road 20 La Costa A venue Ro1J1eria Street and VI 499 WB 0.14 A 713 EB 0.40 A 0 Cadencia Street 21 Rancho Santa Fe Road La Costa Meadows Drive and 3 1,529 NB 028 A 1,652 SB 0.31 A 0 San Elijo Road 22 Rancho Santa Fe Road Avenida Soledad and 3 1,884 NB 0.35 A 2,080 SB 0.39 A 0 Camino Junipero Notes: I. Number of Jan~ 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. Table B-2 (Continued) MID-BLOCK LINK LEVELS OF SERVICE 2007 TRAFFIC MONITORING PROGRAM Location #of Link # of hrs Number Segment Segment Location Lanes1 Link Volume Direction VIC L0S1 Volume Direction VIC L0S2 worse than LOSC ------ 23 Rancho Santa Fe Road Oiivenhain Road and 2 766 NB 0.21 A 768 SB 0.21 A 0 Avenida'La Posta/~lle Acervo 24 Carlsbad Village Drive Pontiac Drive and 267 WB 0.15 A 341 EB 0.19 A 0 Victoria A venue 25 Poinsettia Lane Paseo Del Norte and 2 1,073 WB 0.30 A 1,214 EB 0.34 A 0 Batiquitos Drive 26 Tamarack Avenue El Camino Real and 2 568 WB 0.16 A 403 EB '0.11 A 0 La Portalada Drive 27 Paseo Del Norte Camino Del Parque (North) and 2 398 NB 0.11 A 449 SB 0.12 A 0 Pa1omar Airport Road 28 Paseo Del Norte Palomar Airport Road and 2 500 NB 0.14 A 494 SB 0.14 A 0 Car Country Drive 29 Cannon Road Paseo Del Norte and 2 1,339 WB 0.37 A 1,305 EB 036 A 0 Car Country Drive 30 Cannon Road El Camino Real and 1,342 WB 0.75 C 1,555 EB 0,86 D 1.25 College Boulevard 31 College Boulevard Tamarack Avenue (North) and 2 1,646 NB 0.46 A 1,248 SB 0.35 A -0 North City Limits 32 College Boulevard Aston A venue and 2 1,037 NB 0.29 A 1,120 SB 031 A 0 Palomar Airport Road 33 Alga Road Corintia-Street and 2 521 -WB 0.14 A 668 EB 0.19 ·A 0 El Fuerte Street Notes: 1. Number of lanes is for the direction(s) indicated. 2. The segment LOS was based upon the maximum, one-direction, one-hour volwne in the peak period as a function of the one-direction, maximwn lane volume of 1,800 vehicle per hour. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER.2007 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 Pfot 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 /16/07 00: 00 Recording Start ......... 7 /17 /07 00: 00 Recording End .•.•........ 7 /19/07 00: 00 Sample Time ..•............ 15. Minutes Operator Number ......... 8700 Machine Number ........•. 20300 Channel ..........•.......... A Divide· By .................. 2· Summation .................. No Two-Way ...........•.......... No Tuesday 07 /17 /07 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 . 103 73 · _47 81 192 693 1424 2297 2575 1991 1835 1835 2350 2306 1893 1646 1689 1735 1381 1214 855 567 354 292 29428 30 · 13 10 10 19 62 252 426 731 560 498 426 558 596 502 443 409 452 344 295 243 167 96 87 25 26 9 13 33 110 295 552 656 455 434 426 585 553 475 433 459 434 378 302 228 147 82 69 18 20 13 23 56 190 362 613 591 464 465 451 599 585 478 397 407 472 350 321 199 124 86 85 30 14 15 35 84 331 515 706 597 512 438 532 608 572 438 373 414 377 309 296 185 129 90 51 AM Peak Hour .•.......................... _. .. 07: 30 to .08: 30 2706 .vehicles) AM Peak Hour Factor .•................... 92. 5% PM Peak Hour ...........•............... , ... 12: 15 to 13:15 2388 vehicles) PM Peak Hour Factor ..................... 98. 2% Wednesday 07/18/07 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 134 72 59 94 181 712 1470 2272 2418 1910 1686 1954 2203 2071 1746 1568 1558 1642 1291 1080 842 683 442 249 28337 46 22 16 12 17 65 238 379 664 499 419 449 491 541 466 420 357 388 352 275 242 211 125 74 35 18 8 20 27 121 345 534 653 480 422 491 586 518 412 372 383 411 328 259 219 161 103 83 27 19 21 22 56 206 350 645 544 449 434 512 523 514 429 397 410 445 311 297 196 161 112 55 26 13 14 40 81 320 537 714 557 482 411 502 603 498 439 379 408 398 300 249 185 150 102 37 AM Peak Hour ........•...................... 07: 30 to 08:30 2676 vehicles) AM Peak Hour Factor ........... · ........... 93. 7 % PM Peak Hour ............................... 12: 15 to 13:15 2253 vehicles) PM Peak Hour Factor ..................... 93.4% Volume Count Report Location ................... Palomar Airport Rd: P.D.N. to Armada Dr Location Code ......•..... 1 County .....................• San Diego Recorder Set ............. 7/16/07 00:00 Recording Start ......... 7 /1 7 /07 00: 00 Recording End ............ 7 /19/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8700 Machine Number .......... 203.00 ·channel ...................... A Divide By ...........•...... 2 Summation .................. No Two-Way ......•............ ;. No Tuesday 07/17/07 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 Totals 117 49 43 46 152 384 739 919 971 1133 1367. 1901 2105 1796 1883 1968 2124 2428 1722 1215 820 490 257 224 24853 44 14 12 10 15 62 145 218 210 245 283 409 527 475 457 518 535 644 505 353 227 178 59 87 39 14 8 7 40 90 191 228 221 300 332 443 562 453 456 470 474 676 452 . 312 210 133 73 46 20 9 11 8 45 92 191 212 258 288 371 519 520 463 485 511 541 622 ~85 296 215 98 79 61 14 12 12 21 52 140 · 212 261 282 300 381 530 496 .405 485 469 574 486 380 254 168 81 46 30 AM Peak Hour ............................... 11: 30 to 12:30 . ( 2138 vehicles) AM Peak Hour Factor ..................... 95.1% PM Peak Hour ............................... 16:45 to 17:45 2516 vehicles) . PM Peak Hour Factor .. ." .................. 93. 0% Wednesday 07/18/07 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 140 57 43 57 119 377 709 ·934 943 1061 1360 1815 1979 1663 1638 1837 2123 2268 1612 1136 874 492 309 186 23732 53 11 10 11 25 86 174 222 238 235 271 377 558 431 360 472 531 618 488 311 234 149 95 72 30 13 8 15 24 79 176 221 · 259 274 360 428 491 400 386 426 505 658 398 293 216 118 84 50 35 14 14 15 36 91 189 208 200 282 355 508 449 425 428 471 537 497 394 239 235 112 71 35 22 19 11 · 16 34 121 170 283 246 270 374 502 481 407 464 468 550 495 332 293 189 113 59 29 AM Peak Hour ..............•................ 11: 30 to 12:30 2059 vehicles) AM Peak Hour Factor ...•........... ; ..... 92. 2% PM Peak Hour ............................... 16: 30 to 17:30 2363 vehicles) PM Peak Hour Factor .......•............. 89. 8% Weekly Summary Report Location ......................... Palomar Airport Rd: P.D.N. to Armada Dr Location Code .................. 1 County ............................ San Diego Recorder Set ................... 7/16/07 00:00 Recording Start ............... 7/17/07 00:00 Recording End .................. 7/19/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8700 Machine Nuber ...... , ........... 20300 Channel. .......................... A Recorder Mode .................. Volume Week of Ju1y·1s, 2007 Channel: A Direction: W . End 15 · 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 103 134 119 119 02:00 73 72 73 73 03:00 47 59· 53 53 04:00 81 94 · . 88 88 05:00 192 181 187 187 06:00 693 712 703 703 07:00 1424 1470 1447 1447 08:00 2297 2272 2285 2285 09:00 2575 2418 2497 2497 10:00 ·1991 1910 1951 1951 11:00 1835 1686 1761 1761 12:00 1835 1954 1895 1895 13:00 2350 2203 2277 2277 14:00 2306 2071 2189 2189 15:00 1893 .1746 1820 1820 16:0-0 1646 1568 1607 1607 17:00 1689 1558 1624 1624 18:00 1735 1642 1689 1689 19:00 1381 1291 .1336 1336' 20:00 1214 1080 1147 1147 21:00 855 842 849 849 22:00 567 683 625 625 23:00 354 442 398 398 24:00 292 249 271 271 Totals 29428 28337 28883 28883 % Avg Wkday 101.9 98.1 % Avg Day 101. 9 98.1 AM Peak Hour 09:00 09:00 AM Count 2575 2418 PM Peak Hour 13:00 13:00 PM Count 2350 2203 Weekly Summary Report Location ......................... Palomar Airport Rd: P.D.N. to Armada Dr Location Code .................. 1 Coui:ity ... ,' ........................ San Diego Recorder Set ....... ; ........... 7/16/07 00:00 Recording Start ............... 7 /17 /07 00: 00 Recording End ...... ; ........... 7/19/07 00:00 · Sample Time ..................... 15 Minutes Operator Number ............... 8700 Machine Nuber .................. 20300 Channel ........................... A Recorder Mode ....•.... • ........ Volume Week of July 15, 2007 Channel: A Direction: E End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg .. 01:00 117 140 129 129 02:00 49 57 53 53 03:00 43 43 43 43 04:00 46 57 52 52 05:00 152 119 136 136 06:00 384 377 381 381 07:00 739 709 724 724 08:00 919 934 927 927 09.: 00 971 943 957 957 10:00 1133 1061 1097 1097 11 :00 1367 1360 1364 1364 12:00 1901 1815 1858 1858 13:00 2105 1979 2042 2042 14:00 1796 1663 1730 17.30 15:00 1883 1638 1761 1761 16:00 1968 1837 1903 1903 17:00 2124 2123 2124 2124 18:00 2428 2268 2348 2348 19:00 1722 1612 1667 1667 20:00 1215 1136 1176 1176 21:00 820 874 847 847 22:00 490 492 491 491 23:00 257 309 283 283 24:00 224 186 205 205 Totals 24853 23732 24293 24293 % Avg Wkday 102.3 97.7 % Avg Day 102.3 97.7 AM Peak Hour 12:00 12:00 AM Count 1901 1815 PM Peak Hour 18:00 18:00 PM Count 2428 2268 ENGINEERING COMPANY Transportation Division .-. 24-Hour Volume Plot Palomar Airport Road • . . . . Between Paseo Del Norte and Armada Drive 17 End Time Tue 01:00 220· 02:00 122 5500 03:00 90 5250 04:00 127 5000 05:00 344 4750 4500 06:00 1077 4250 07:00 2163 4000 08:00 3216 3750 09:00 3546 10:00 3124 11:00 3202 ., 3500 " u 3250 :c 3000 :1-! -2750 12:00 3736 0 2500 .. 13:00 4455 2250 14:00 4102 2000 15:00 3776 1750 1500 16:00 3614 1250 17:00 3813 1000 18:00 4163 · 750 19:00 3103 20:00 2429 500 250 0 0 N N ■ 21:00 1675 22:00 1057 23:00 611 24:00 516 . I Total I 542a1 I Tuesday, July 17, 2007 Palomar Airport Road Between Paseo Del Norte and Armada Drive N r-~ 0 N O> ~ --- ::i: M I 0 0 :g M "' ;;; r-r-0 ~ "' ... "' "' M N ;;; ... 0 N N M ;;; ., '-,- "' ., r-M "' "' ... ... 0 0 ~ Time M N 0 "' ::;: "' M ::;: r-... ;;; r-<O M M M ., 0 ;;; O> N ... N '-,- "' r-"' ~ r-"' 0 ~ ~ ~ "' ii 8 c,; N 0 0 ~ * -Volumes represent combined totals of both directions. ENGJNEERING COMPANY Transporracion Division ,. 24-Hour Volume Plot Palomar Airport Road • . - . . Between Paseo Del Norte and Armada Drive Wednesday, July 18, 2007 18 End Time Wed Palomar Airport Road Between Paseo Del Norte and Armada Drive 01:00 274 02:00 129 5500 03:00 102 5250 - 04:00 151 5000 05:00 300 06:00 1089 07:00 2179 08:00 3206 09:00 3361 10:00 2971 11:00 3046 12:00 3769 13:00 4182 4750 4500 4250 4000 3750 "' 3500 " u 3250 :c 3000 ., > 2750 -0 2500 .. 2250 N "' ~ 0 0) ... ;;; <O "' ;;; ... ... "' "' "' ... "' <O ;;; 0 "' <O "' "' "' ... 0 "' <O "' "' N ;:: ... "' "' 0) 0 0 N "' 0) N 0) <O ... '" '" N <O 14:00 3734 2000 ;:: 15:00 3384 16:00 3405 1750 1500 1250 - 0) "' "' ... 0 --17:00 3681 1000 . .; 18:00 3910 19:00 2903 20:00 2216 750 500 250 0 ... "' ... 0 "' ... 0) .; 0 ... N N .., J ~ 0 .I --I -· -■ . '-,-'-,- 21:00 1716 22:00 1175 ~ 0 0 8 0 ~ 0 0 0 8 ~ 0. ~ 0 8 8 0 i 0 0 0 8 ~ 0 ~ 0 "' 0 0 "' ~ 0 ~ "' ~ 0 0 0 g ii ~ 13 i6 m $! t ~ $! ~ ~ i:l M " 0 0 0 N N N 23:00 751 Time 24:00 435 I Total I s2os91 * -Volumes represent combined totals. of both directions. ' ·~ : .. , '!-,·' ., ' ,· ·, ;,;, CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 V<ilume 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 /23/07 00: 00 Recording Start ......... 7/24/07 00:00 Recording End .....•...... 7 /26/07 00: 00 Sample Time ... , ........... 15 Minutes Operator Number ......... 8702 Machine Number .......... 20302 Channel ..................... A . Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/24/07 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 · 108 40 35 35 .57 309 541 910 959 801 855 1006 1347 1230 1337 1573 1613 1688 1107 767 640 437 305 172 17872 44 15 14 3 10 37 101 161 224 182 220 230 282 331 304 437 429 537 344 192 170 144 77 59 22 13 8 10 10 54 122 198 240 211 188 247 305 295 353 381 342 449 281 20.1 150 120 91 48 18 8 5 15 12 109 127 239 226 224 240 251 408 300 334 407 414 377 244 183 158 101 65 37 24 4 8 7 25 109 191 312 269 184 2.07 278 352 304 346 348 428 325 238 191 162 72 72 28 AM Peak Hour ............................... 11:30 to 12:30 1116 vehicles) AM Peak Hour Factor ..................... 91.5% PM Peak Hour ............................... 16: 30 to 17:30 1828 vehicles) PM .Peak Hour. Factor ..................... 85.1% Wednesday 07/25/07 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 108 40 46 41 54 346 600 955 988 812 805 951 1189 1101 1210 1394 1477 1608 1106 766 687 479 318 251 17332 · 43 13 13 16 8 40 105 187 240 231 223 206 268 304 ,281 387 373 493 339 204 175 136 84 71 20 8 9 10 8 59 145 229 263 185 193 226 320 259 279 323 356 418 282 201 177 134 91 64 27 9 . 10 8 18 117 147 269 223 219 180 259 310 257 340 338 382 336 241 188 166 113 78 71. 18 10 14 7 20 130 203 270 262 177 209 260 291 281 310 346 366 361 244 173 169 96 65 45 AM Peak Hour ............................... 11: 30 to 12:30 1107 vehicles) AM Peak Hour Factor ..................... 86. 5% PM Peak Hour ............................... 16: 30 to 17:30 1659 vehicles) PM Peak Hour Factor ..................... 84 .1% Volume Count Report Location ... ; ............... Palomar Airport Rd: Yarrow Dr to El· Camino Real Location Code ............ 2 County .. _ .................... San Diego Recorder Set .. _ ........... 7 /23/07 00: 00 Recording Start ......... 7/24/07 00:00 Recording End ............. 7/26/07 00:00 Sample Time ............ : .. 15 Minutes Operator Number ......... 8702 Machine Number .......... 20302 Channel ..................... A Divide By .................. 2 Summation .............. · .... No · Two-Way ..................... No Tuesday 07/24/07 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 50 31 34 58 180 · 621 1165 1460 1390 1006 1081 1028 1065 1105 976 963 984 994 723 481 298 216 148 118 16175 18 7 7 8 25 103 243 344 420 299 261 273 250 ·255 239 256 261 246 208 · 154 76 64. 44 42 12 7 7 15 47 102 296 356 338 238 258 232 296 297 212 235 256 265 200 114 81 56 30 32 10 11 6 14 39 15f 323 347 331 238 274 260 231 246 267 229 265 245 162 110 83 48 37 25 10 6 14 21 69 265 303 413 301 231 288 263 288 277 258 243 202 238 153 103 58 48 37 19 AM Peak Hour ............................... 07: 15 to 08:15 1536 vehicles) AM Peak Hour Factor ........ · ... .-......... 91. 4 % PM Peak Hour ............................... 12: 45 to 13:45 1116 vehicles) PM Peak Hour Factor ..................... 93. 9% Wednesday 07/25/07 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 56 23 35 54 166 660 1164 1438 1343 1014 1003 1019 1121 1102 1007 955 961 1019 721 500 355 253 193 98 16260 19 . 5 11 7 23 108 210 338 370 255 287 243 289 302 278 245 232 250 203 142 106 66 53 38 12 9 7 10 35 125 332 345 361 230 245 252 301 239 216 223 234 296 187 163 77 57 46 23 10 8 7 16 41 145 269 341 331 267 238 230 259 253 278 251 247 246 147 99 99 69 52 21 15 10 21 67 282 353 414 281 262 233 294 272 308 235 236 248 227 184 96 73 . 61 42 16 AM Peak Hour ............................... 07: 30 to 08:30 1486 vehicles) AM Peak Hour Factor ..................... 89. 7% PM Peak Hour ............................... 11:45 to 12:45 1143 vehicles) PM Peak Hour Factor .... : ................. 94.9% Weekly Summary Report Location ......................... Paloma.r Airport Rd: Yarrow Dr to El Camino Rea). Location Code .. · ................ 2 County ............................ San Diego Recorder Set ................... 7 /23/07 00: 00 Recording Start ............... 7 /24/07' 00: 00 Recording End .................. 7/26/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8702 Machine Nuber ................... 20302 Channel ........................... A Recorder Mode .................. Volume Week of Jul.y 22, 2007 Channel. : .A Direction: W End 22 23 24 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 108 108 108 108 02:00 40 40 40 40 03:00 35 46 41 41 04:00 35 41 38 38 05:00 57 54 56 56 06:00 309 346 328 328 01 :·oo 541 600 571 571 08:00 910 955 933 933 09:00 959 988 974 974 10:00 801 812 807 807 11:00 855 805 830 830 12:00 1006 951 979 979 13:00 1347 1189 1268 1268 14:00 1230 1101 1166 1166 15:00. 1337 1210 1274 1274 16:00 1573 1394 1484 1484 17:00 1613 1477 1545 1545 18:00 1688 1608 1648 1648 19:00 1107 1106 1107 1107 20:00 767 766 767 767 21:00 640 687 664 664 22:00 437 479 458 458 23:00 305 318 312 312 24:00 172 251 212 212 Totals 17872 17332 17602 17602 % Avg Wkday 101. 5 98.5 % Avg Day 101. 5 98.5 AM Peak Hour 12:00 09:00 AM Count 1006 988 PM Peak Hour 18:00 18:00 PM Count 1688 1608 Weekly Summary Report Location ......................... Palomar Airport Rd: Yarrow Dr to El Camino Real Location Code .................. 2 County .......... -.................. San Diego Recorder Set ................... 7 /23/07 00: 00 Recording Start ............... 7 /24/07 00: 00 ·Recording End .................. 7/26/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8702 · Machine Nuber .................. 20302 Channel. .......................... A Recorder Mode .................. Volume Week of July 22, 2007 Channel: A Direction: E End 22 23 24 · 25 26 27 28 Wkday Daily Time Sun .Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 50 56 53 53 02:00 31 23 27 27 03:00 34 35 35 35 04:00 58 54 56 56 05:00 180 166 1·p 173 06:00 621 _660 641 641 07: 00 · 1165 1164 1165 1165 08:00 1460 1438 1449 1449 09:00 1390 1343 1367 1367 · 10: 00 1006 1014 1010 1010 11:00 1081 1003· 1042 1042 12:00 1028 1019 1024 1024 13:00 1065 1121 1093 1093 14:00 1105 1102 1104 1104 15:00 · 976 1007 992 992 16:00 963 955 959 959 17: oo· 984 961 973 973 18:00 994 1019 1007 1007 19:00 723 721 722 722 20:00 481 500 491 · 491 21:00 298 355 327 327 22:00. 216 253 235 235 23:00 148 193 171 171 24:00 118 98 108 ,108 Totals 16175 16260 16218 16218 % Avg Wkday 99.7 · 100. 3 % Avg Day 99.7 100.3 AM Peak Hour 08:00 08:00 AM Count· 1460 1438 PM Peak Hour 14:00 13:00 PM Count 1105 1121 ENGINEERING COMPANY Transporwtion Division 24-Hour Volume·Plot Palomar Airport Road Between Yarrow Drive and El Camino Real· 24 . End Time Tue 01:00 158 02:00 71 03:00 69 04:00 93 05:00 237 06:00 930 07:00 1706 08:00 2370 09:00 2349 10:00 1807 11:00 1936 12:00 2034 13:00 2412 14:00 2335 15:00 2313 16:00 2536 17:00 2597 18:00 2682 19:00 1830 20:00 1248 21:00 938 . 22:00 653 23:00 453 24:00 290 I Total I 34□47 I 3000 2500 2000 "' " u :c " > 1500 'o .. 1000 500 o ., "' ~ I 0 0 0 Tuesday, July 24, 2007 Palomar Airport Road Between Yarrow Drive and El Camino Real ;;: -. "' co - 0 0 a CO· 0 ~ 0 "' "' ,__ "' N "' "' • 0 N "' :;: ,__ .., "' "' N N N .., co "' 0 "' N ,__ "' 0 ~ ., ~ ~ ½- Time N ,__ ., "' "' "' "' "' N "' N. . "' "' N "' "' ;;; N N 0 "' ., ~ ., ~ ~ ., . .., "' "' "' co "' "' .., 0 "' N ~ ½-½-~ J_ • -Volumes represent combined totals of both directions. . . -RICK ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Palomar Airport Road • . . . Between Yarrow Drive and El Camino Real Wednesday, July 25, 2007 · 25 End Time Wed Palomar Airport Road Between Yarrow Drive and El Camino Real 01:00 164 02:00 63 3000 03:00 81 .... N 04:00 95 05:00 220 06:00 1006 07:00 1764 2500 <O ., N <') a, <') a, ;;; 0 ... ... <') N N <') ;;; <') .... .<') N N 0 ;;; N N N N 0 .... 08:00 2393 09:00 2331 10:00 1826 2000 ., a, u :E <O ., a, .... ... N 0 -N co. ., ., ., .... ---- a, 11:00 1808 12:00 1970 13:00 2310 > 1500 '15 .. ' co co N co N ... 0 0 0 -14:00 2203 1000 - 15:00 2217 N <') .... 16:00 2349 17:00. 2438 500 -;;; a, ... 18:00 2627 19:00 1827' 20:00 1266 0 <') ... N J co N -<') ., "' I I co a, --■ ~ ~ ..,. ~ ~ ..,. ~ ~ a 21:00 1042 22:00 732 I;! ~ I;! i 8 8 8 8 ~ 8 ~ 8 ~ ~ ~ ~ 8 8 0 8 I;! 0 I;! ~ 0 " 0 ~ ,;; ii ~ id $? ~ t:: $! ~ ~ " N ~- 0 0 0 0 N N N 23:00 511 Time 24:00 349 I Total I 335921 \ • -Volumes represent combined totals of both directions. . I,, 1,! . ','.' .. ·.:, , '.~· -I .. . , ' '. :,l;, , -,' -·-· ."J CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 3 Palomar Airport Road Between El Camino Real and Loker Avenue West/Innovation Way 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 ENGINEERlNG COMPANY Transportation Division Volume Count Report Location ................... Palomar' Airport; Rd: E. C.R. to Loker Ave W. /Innovation Pl Location Code ............ 3 County ...................... San Diego Recorder Set ............. 7 /23/07 00: 00 Recording Start ......... 7/24/07 00:00 Recording End ............ 7/26/07 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8702 Machine Number .......... 20302 Channel ....... d ............. A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday .07 /24/07 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 fooo 1100 1200 1300 1400 1500 1600 1700 1800 1900 2060 2100 2200 2300 2400 Totals 100 68 54 111 435 1000 1899 2627 2418 1511 1442 1412 1498 1538 1525 1621 1719 1742 1093 651-, 455 377 238 220 25754 39 18 8 15 33 132 352 577 732 411 361 360 379· 432 335 402 454 509 330 184 122 117 62 81 20 12 10 23 79 167 468 607 605 388 336 313 396 387 339 407 415 459 280 175 133 93 71 64 21 17 14 27 116 254 528 686 555 359 374 348 354 367 466 435 482 400 258 137 98 82 42 38 20 21 22 46 207 447 551 757 526 353 371 391 369 352 385 377 368 374 225 155 102 85 63 37 AM Peak Hour ............................... 07.: 15 to 08: 15' 2782 vehicles) AM Peak Hour Factor ..................... 91_. 9% PM Peak Hour ............................. .-.16: 30 to 17:30 1818 vehicles) PM Peak Hour Factor ..................... 89.3% Wednesday _07 /25/07 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 080009001000 1100 1200 1300, 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 106 51 53 108 420 1063 1952 2550 2501 1478 1393 1400 1563 1527 1683 1508 1685 1796 1061 711 490 375 282 211 25967 44 19 16 10 31 142 321 586 708 364 386 305 421 403 413 376 416 515 307 216 125 90 77 87 18 10 7 20 64 191 498 591 675 355 337 346 377 359 414 375 408 482 274 207 116 108 67 38 22 7 13 · 29 130 272 507 ·668 567 406 343 312 399 399 441 391 463 427 256 158 137 95 78 46 22 15 17 49 195 458 626 705 551 353 327 437 366 366 415 366 398 372 224 130 112 82 60 40 AM Peak Hour ............................... 07: 30 to 08:30 2756 vehicles) AM Peak Hour Factor ..................... 97. 3% PM Peak Hour ...................... · ......... 16: 30 to 17:30 1858 vehicles) PM Peak Hour Factor ..................... 90. 2% Volume Count Report Location .................. :Palomar Airport _Rd: E.C.R. to Loker Ave W./Innovation Pl Location Code ............ 3 County .............•........ San Diego Recorder Set ....•........ 7 /23/07 00: 00 Recording Start ......... 7 /24/07 00: 00 Recording End ............ 7 /26/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8702 Machine Number .......... 20302 Channe 1 ..................... A Divide By .........•........ 2 Summation •..•.............. No Two-Way ...............•....• No Tuesday 07/24/07 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 224 72 54 51 131 512 884 1464 1554 1193 1267 1446 1695 1731 1943 2210 2539 2668 1500 1183 799 547 389 286 26342 103 20 23 4 15 56 141 274 399 331 308 338 409 448 435 536 676 718 390 331 234 147 114 105 57 -18 11 10 23 81 172 338 380 271 306 318 443 399 458 545 566 723 378 318 186 155 96 58 30 21 5 27 31 175 236 382 383 · 315 303 401 415 415 513 492 588 706 386 279 198 140 83 72 34 13 15 10 62 200 335 470 392 276 350 389 428 469 537 637 709 521 346 255 181 105 96 51 AM Peak Hour .•............................. 11: 30 to 12:30 1642 vehicles) AM ·Peak Hour Factor ..................... 92. 7% PM Peak Hour ............................... 16: 4 5 to 17:45 2856 vehicles) PM Peak Hour Factor ..................... 98. 8% Wednesday 07 /25/07 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 378 136 94 64 176 619 994 1424 1515 1243 1213 1502 1736 1785 1886 2200 2359 2584 1909 1162 925 705 455 350 27414 147 42 29 12 19 69 164 229 366 359 319 315 394 431 474 569 554 699 540 322 249 207 121 117 62 23 12 22 35 106 265 375 323 290 311 341 480 437 417 464 580 709 540 311 227 209 122 78 101 27 18 14 43 204 272 401 364 316 278 416 441 442 531 557 617 567 418 284 249 153 115 92 48 44 35 16 79 240 273 419 420 278 305 430 421 475 464 610 606 609 411 245 200 136 97 63 AM Peak Hour ............................... 11:30 to 12:30 1720 vehicles) AM Peak Hour Factor ..................... 89. 6% PM Peak Hour ............................... 16:30 to 17:30 2633 vehicles) PM Peak Hour Factor ..................... 92. 8% Weekly Summary Report Location ............ : ............ Palomar Airport Rd: E. C.R. to Loker Ave W. /Innovation Location Code .................. 3 County ............................ San Diego Recorder Set ................... 7/23/07 00:00 Recording st.art ............... 7 /24/07 00: 00 Recording End .................. 7/26/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8702 Machine Nuber .................. 20302 Channel, .......................... A Recorder Mode .................. Volume Week of July 22, 2007 · Channel: A Direction: W End 22 23 24 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 100 106 103 103 02:00 68 51 60 60 03:00 54 53 54 54 04:00 111 108 110 110 05:00 435 420 428 428 06:00 1000 1063 1032 1032 07:00 1899 1952 1926 1926 08:00 2627 2550 2589 2589 09:00 2418 2501 2460 . 2460 10:00 1511 1478 1495 1495 11:00 1442 1393 1418 1418 12:00 1412 1400 1406 1406 13:00 1498 1563 1531 1531 14:00 1538 1527 1533 1533 15:00 1525 1683 1604 1604 16:00 1621 1508 1565 1565 17:00 1719 1685 1702 1702 18:00 1742 1796 1769 1769 19:00 1093 1061 1077 1077 20:00 651 711 681 681 21:00 455 490 473 473 22:00 377 375 376 376 23:00 238 282 260 260 24:00 220 211 216 216 Totals 25754 25967 25861 25861 % Avg Wkday 99.6 100.4 % Avg Day 99.6 100.4 AM Peak Hour 08:00 08:00 AM Count 2627 2550 PM Peak Hour 18:00 18:00 PM Count 1742 1796 Weekly Summary Report Location .......................... Palomar Airport Rd: E.C.R. to Loker Ave W./Innovation Location Code ................ ;. 3 County ......... ; .................. San Diego Recorder Set ................... 7 /23/07 00: 00 Recording Start ........... ; ... 7 /24/07 00: 00 Recording End .................. 7 /26/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8702 Machine Nuber ................... 20302 Channel. .......................... A Rec·order Mode .................. Volume Week I Direction: .E of· July 22, 2007 Channel: A End 22 23 24 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg·. Avg. 01:00 224 378 301 301 02:00 72 136 104 104 03:00 54 94 74 ·. · 74 04:00 51 64 58 58 05:00 131 176 154 154 06:00 512 619 566 566 07:00 884 994 939 939 08:00 1464 1424 1444 1444 --; 09:00 1554 1515 1535 1535 10:00 1193 1243 1218 1218 11:00 1267 1213 1240 ·1240 12:00 1446 1502 1474 1474 13:00 1695 1736 1716 1716 14:00 1731 1785 1758 1758 15:00 1943 1886 1915 1915 16:00 2210 2200 2205 2205 17:00 2539 2359 2449 2449 18:00 2668 258.4 2626 2626 19:00 1500 1909 1705 1705 20:00 1183 1162 1173 1173 21:00 799 925 862 862 22:00 547 705 626 626 23:00 389 455 422 422 24:00 286 350 318 318 Totals 26342 27414 26878 26878 % Avg Wkday 98.0 102.0 % Avg Day 98.0 102.0 . AM .Peak Hour 09:00 09:00 AM Count 1554 1515 PM Peak Hour 18:00 18:00 PM Count 2668 2584 ENGINEERING COMPANY Transportation Division Ttll • 24-Hour Volume Plot_- Palomar Airport Road -w Between El Camino Real and Loker Ave. WJ and Innovation Way Tuesday, July 24, 2007 24 End Time Tue 01:00 324 Palomar Airport Road Between El Camino Real and Loker Ave. · W./lnnovation Way 02:00 140 5000 . 03:00 108 0 04:00 162 05:00 566 06:00 1512 · 4500 4000 <D ;;: "' .., ;;; "' "' .., 0 I'-. -.., "' '"' '"' <D <D '"' 07:00 . 2783 08:00 4091 09:00 3972 10:00 2704 11:00 2709 3500 .. " u 3000 :E " > 2500 -- (D. '"' "' .., (D '"' "' "' ;;; '"' . <D '"' .., "' "' <D . <D I'-. .0 0 "' '"' "' ·I'-. I'-. "' ·"' "'· "' "' 12:00 2858 13:00 3193 0 .. 2000 .., . "' . ., "' -14:00 3269 ln .., -15:00 3468 1500 "' ~ 16:00 3831 . 17:00 4258 18:00 4410 19:00 2593 20:00. 1834 1000 500 0 .., "' "' (D I'-. "' (D <C (D 0 .., "' "' -~ 0 ., "' I I J .., 0 <C -= --..,. ...,. ...,. ...,. ...,. ...,. 21:00 1254 22:00 924 0 8 0 0 0 ~ 0 8 ~ 0 0 0 8 .. 8 i 0 8 8 i 8 0 0 0 0 0 9. ~ 0 ~ O• ~ 0 ~ ~ 9. 0 ~ B ~ M :g io ~ :! ~ ~ ~ ~ 0 N '"' 0 0 0 N N N N N 23:00 -627 Time 24:00 506 I Total I 52□96.I • -Volumes represent combin'ed totals of both directions. I -.R ·1(c·· : ·K· · . ~ .,, . .. ,. . ; ~ ' . ~ J~-.. . ENGINEERING COMPANY Transportation Division TM 24-Hour Volume Plot - Palomar Airport Road • . . Between El Camino Real and Loker Ave. W./ and Innovation Way 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 25 Wed .484 187 147 172 596 1682 2946 3974 401°6 2721 2606 2902 3299 3312 3569 3708 .4044 4380 2970, 1873 1415 1080 -737 561 I s33s1 I 5000 4500 4000 3500 :g 0 3000 :E ~ '5 2500 .. 2000 1500 1000 500 0 .., a:, ... Wednesday, July 25, 2007 Palomar Airport Road Between ·El Camino Real and Loker Ave. W./ Innovation Way 0 a:, "' <O .., .., ;.!: .., 0 0 O> .., a:, .., "' O> 0 <O .... "' "' O> N "' O> .; N '°' "' "' 0 .., N .... 0 O> O>. ~ O> N N <O N 0 N <O N "' .... N a:, a:, ~ <O .,; ~ ;;: ~ 0 a:, ~- <O -O> "' l I ! .... N :;!: .... -;;; -,. -c.,. ~ -~ 0 § 8 8 0 8 0 8 i i 0 0 0 0 ~ i 0 " 0 ~ ii ~ ~ t: 0 ;;; i:l N Time .... "' .... ;;; "' I ~ 0 0 " N N • -Volumes represent combined totals ~f both directions. CITY OF .CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 4 Palomar Airport Road Between Melrose Drive and Paseo Valindo/Eagle 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: Melrose Dr to Paseo Valindo/Eagle Dr. Location Code ............ 4 County ...... ; ............... San Diego RecorderSet ............. 7/09/07 00:00 Recording Start ......... 7 /10/07· 00: 00 . Recording End ............ 7/12/07 00:00 Sample Time ................ 15 Minutes Operator Number ......... 8704 Machine Number .......... 20304 Channel. ....... ; ............ A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/10/07 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 j800 1900 2000 2100 2200 2300 2400 Totais 90 55 48 75 333 899 1501 1946 1555 982 924 970 1169 1126 965 979 984 1064 734 456 386 317 197 109 17864 32 16 11 12· 12 92 274 446 446 251 243 229 280 305 259 277 215 320 · 203 141 .101 86 64 38 18 10 10 17 43 184 364 406 398 264 227 227 283 276 224 261 232 254 184 115 100 83 · 61 40 ; 22 12 10 19 111 256 397 §61 364 236 224 254 269 271 219 246 270 261 168 126 103 64 28 20 I 18 17 17 27 167 367 466 533 347 231 230 260 337 274 263 195 267 229 179 74 82 84 44 11 AM Peak Hour ............................ : .. 07: 00 to 08:00 ( 1946 vehicles) AM Peak Hour Factor ..................... 86. 7% PM Peak Hour .................... : .......... 12:15 to 13:15 1194 vehicles) PM Peak Hour Factor ..................... 88. 6% Wednesday 07/11/07 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 77 45 93 75 302 936 1496 1936 1673 1039' 955 951 .1140 1163 979 963 956 1044 708 479 389 337 243 130 18109 19 7 13 10 30 118 254 453 · 494 274 262 233 245 294 261 259 211 275 216 126 115 93 77 41 25 13 17 16 42 176 375 438 469 288 216 222 276 301 245 229 250 271 156 117 91 95 65 .37 15 8 40 20 78 270 400 534 360 234 244 232 304 283 240 252 266 264 166 108 106 74 64 23 18 17 23 29 152 372 467 511 350 243 233 264 315 285 233 223' 229 234 170 128 77 75 37 29 AM Peak Hour ........................ , ...... 07:30 to. 08:30 2008 vehicles). AM Peak Hour Factor .............. : ...... 94.0% PM Peak Hour ............................... 12:30 to 13:30 1214 vehicles) PM Peak Hour Factor ..................... 96.3% · Volume Count Report Location .•................. Palomar Airport Rd: Melrose Dr to Paseo Valindo/Eagle Dr. Location Code.;,. ........ 4 County ............ ,.,. ... : ... San Diego Recorder Set ............. 7 /09/07 00 :00 Rec'?rding Start ......... 7 /10/07 00: 00 Recording End ........... 7 /12/07 00: 00 Sample Time. ....... , ...... 15 Minutes Operator Number ......... 8704 Machine Number .......... 20304 Channel .................... A Divide B:,< ..... , ........... 2 Summation ................. No Two-Way .... ; ..... : ... ; .... ·. No Tuesday 07/10/07 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 187 52 40 30 58 216 441 779 871 877 826 1051 1235 1128 1485 1697 1863 2038 1314 710 498 393 265 227 18281 90 15 11 9 9 40 .88 144 220 208 202 208 349 296 323 371 465 450 424 196 148 104 83 92 47 11 13 6 14 30 119 181 192 236 197 259 320 250 310 421 422 547 359 189 114 108 65 55 26 12 6 10 15 57 117 245 216 207 216 270 285 289 .451 441 491 568 298 164 135 111 64 43 24 14 10 5 20 89 117 209 243 226 211 314 281 293 401 464 485 473 233 161 101 70 53 37 AM Peak Hour ............................... 11:30 to 12:30 1253 vehicles) AM Peak Hour Factor ..................... 89 .·8% PM Peak Hour. .............................. 16: 4.5 to.17:45 2050 vehicles) PM Peak Hour, Factor. .................... 55. 8% Wednesday 07/11/07 Channel.: A Direction: E. · 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 j200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 209 65 54 41 67 236 445 800 896 873 893 1081 1207 1199 1472 1698 1497 2070 1301 745 578 406 272 220 18325 92 18 11 9 10 29 74 145 200 251 218 254 326 302 309 373 466 465 453 214 151 125 101 84 56 13 14 11 10 38 82 177 234 205 220 262 321 260 295 435 346 481 301 214 164 106 67 60 29 23 18 12 20 66 132 216 234 213 214 300 256 305 431 474 321 583 305 157 143 85 52 47 32 11 11 9 27 103 157 262 228 204 241 265 304 332 437 416 364 541 242 160 120 90 52 29 AM Peak Hour ................................ 11: 30 to 12:30 1212 vehicles) AM Peak Hour Factor. .................... 92. 9% PM Peak Hour ............ · ................... 17:00 to 18:00 .( 2070 vehicles) PM Peak Hour Factor ..................... 88 .·8% Weekly Summary Report Location, .. ,, .................. ,, Palomar Airport Rd: Melrose Dr to Paseo Valindo/_Eagle Dr. Location Code ......... _ ......... 4 County ............................ San Diego Recorder Set ................... 7/09/07 00:00 Recording Start~ .............. 7/10/07 00:00 Recording End .................. 7 /12/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8704 · Machine Nuber .................. 20304 Channel ............................ A Recorder Mode .................. Volume Week of July B, 2007 Channel: A Direction: w End 08 09 10 11 12 13 14 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 90 77 84 84 02:00 55 45 50 50 .03:00 48 93 71 71 04:00 75 75 75 75 05:00 333 302 318 318 06:00 899 936 918 918 07:00 1501 1496 1499 1499. 08:00 1946 1936 1941 1941 09:-00 1555 1673 1.614 1614 10:00 982 i039 1011 1011 .11: 00 924 955 940 940 12:00 970 951 961 961 13:00 1169 1140 1155 1155 14:00 1126 1163 1145 1145 15:00 965 979 972 972 16:00 979 963 971 971 17:00 984 956 970 970 18:00 1064 1044 1054 1054 19:bO 734 708 721 721 20:00 456 479 4,68 468 21:00 386 389 388 388 22:00 317 337 327 327 23:00 197 243 220 220 24:00 109 130 120· 120 Totals 17864 18109 17987 17987 % Avg Wkday 99.3 100.7 % Avg Day. 99.3 100.7 AM Peak Hour 08:00 08:00 AM count 1946 1936 PM Peak Hour 13:00 14:00 PM count 1169 1163 Weekly Summary Report Location ......................... Palomar Airport Rd: Melrose Dr to Paseo Valindo/Eagle Dr. Location Code ............. ; .... 4 · · County ...................... ,., ... San Diego Recorder Set.: ................. 7/09/07 00:00 Recording Start ............... 7/10/07 00:00 .R<'lcording End .................. 7 /12/07 00: 00 Sample Time ... ;; ................ rs Minutes Operator Number ............... 8704 . Machine Nuber .................. 20304 Channel. .......................... A Recorder Mode .................. Volume · Week of July 8, 2007 Channel: A Di rec.ti on: E End 08 09 10 11 12 13 14 Wkday Daily Time sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 187 209 198 198 02:00 $2 65 59· 59 03:00 40 54 47 47 04:00 30. 41 36 36 os,oo· 58 67 63 63 06:00 216 236 226 226 07:00 441 445 443 443 08:00 779 800. 790 790 09:00 871 896 884 884 10:00 877 873 875 875 11: 00 . 826 893 860 860 12:00 1051 1081 1066 1066 13:00 1235 1207 1221 1221 14:00 1128 1199 1164 1164 15:00 1485 1472 1479 1479 16:00 1697 1698 1698 1698 17:00 1863 1497 1680 1680 18:00 2038 2070 2054 .. 20.54 19:00 1314 1301 1308 1308 20:00 710 745 728 728 21:00 498 578 538 538 22:00 393 406 400 400 23:00 265 272 269 269 24:00 227 220 224 224 Totals 18281 18325 18303 18303 .. % Avg Wkday 99.9 100 .1 % Avg Day 99.9 100.1 AM Peak Hour 12:00 12:00 AM Count 1051 1081 PM Peak Hour 18:00 18:00 PM Count 2038 2070. ENGINEERING COMPANY . Trllnsp~ion Division 24-Hour Volume Plot Palomar Airport Road & • Between Melrose Dr and Paseo Valindo/Eagle Dr. 10 End Time Tue 01:00 27.7 02:00 107 03:00 88 04:00 105 05:00 391 06:00 1115 07:00 1942 08:00 2725 09:00 2426 10:00 1859 11:00 1750 12:00 2021 13:00· 2404 14:00 2254 15:00 2450 16:00 2676 17:00 2847 18:00 3102 19:00 2048 20:00 1166 21:00 884 22:00 710 23:00 462 24:00 336 I Total I 36145 I 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 ,-.. ,-.. N J 0 C, 0 Tuesday, July 10, 2007 Palomar·Airport Road Between Melrose Dr and i>aseo Valindo/Eagle Dr. N 0 -,-.. M "' st "' "' ~ ,-.. N N "' "' 0 N ... "' N 0 st st ... ... N N N "' N ;;; N ., N• .,. 0 ;i; 0, 0 N "' N -., 0 -"' ,-.. - "' "' "' -----;j; ., 0 ;;:: N <» "' "' .,. M M I M ,-.. "' J o. ., 0 ., -•••• • ..,. ..,. ~ ..,. ..,. 0 g 0 ~ ~. ~ g 0 0 ~ 0 0 g g 0 0 0 0 ~ 0 ~ I 0 C, 0 ~ 0 0 0 0 § C, 0 C, 0 N "' ;;,: :g ~ iri ~ (,! ~ :t ~ !!? ~ ~ 0 .; ~ 0 0 0 0 0 0 N Time * -Volumes represent combined totals of bcith directions. I ENGINEERING COMPANY Transportation Division , •. 24-Hour Volume Plot Palomar Airport Road • ••• .. ~--. .' . . ' B_etween Melrose Dr and Paseo Valindo/Eagle Dr . 1f End Time Wed 01:00 286 3500 02:00 110 03:00 147. 3250 04:00 116 :.wqo 05:00 369 2750 06:00 1172 · 07:00 1941 2500 08:00 2736 "' 2250 " 09:00 2569 10:00 1912 11:00 1848 u 2000 :c " > 1750 -0 12:00 2032 ,. 1500 13:00 2347 1250 14:00 2362 15:00 2451 1000 16:00 2661 750 17:00 2453 500 18:00 3114 19:00. 2009 250 20:00 1224 0 21:00 967 22:00 743 23:00 515 24:00 350 Total I 36434 I . Wednesday, July 11, 2007 Palomar Airport Road Between Melrose Dr and Paseo Valindo/Eagle Dr. .... N .., "' "' "' N. N N .... - a, "' "' a, "' N 0 ,-...,l I -.., ----. -■ ■ 0 0 8 ~ & 0 " ~ 0 0 ;; i!i 0 ~ 8 i ~ I' Time .; "' ;,; N "' "' ~ .., N ~ '-r ..,. 0 0 8 0 ·o ~ ~ ~ 8 ~ ' gi 0 N ~ .., N N -.... "' . a, "' .., .... 0 0 0 0 " " " "' ;; "' "' "' ;,; 0 "' "' u 8 0 0 ~ .. ~ "' • -VolUl1(18S represent combined tot~ls of b~th directions. • •• I . ' •: : :•! .,; ' ,,.• ,, ;:. ''! ''.1' ' ' t : CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 5 El Camino Real Between Plaza Drive and Marron Road Page NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 '" RICK ENGINEERING COMPANY Transportation Dfoision Volume Count Report Location ................... El Camino Real: Plaza Dr. to Marron Rd. Location Code ............ 5 County ...................... 'San Diego Recorder Set ............. 7 /23/07 00: 00 Recording Start ......... 7 /25/07 00: 00 Recording End ...... · .... ;. 7 /27 /07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8705 Machine Number .......... 20305 Channel ....................... A Divide By ............... , .. 2 · Summation .................. No ·Two-Way ..................... No Wednesday 07/25/07 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 145 63 46 37 67 231 441 673 728 786 848 991 1124 1186 1223 1151 1349 1448 1058 812 613 520 250 157 15947 ' , 50 23 10 11 10 37 71 120 166 186 212 216 274 258 286 259 317 367 274 209 169 145 79 50 54 21 11 4 14 58 100 177 179 202 187 246 313 274 277 281 398 381 293 224 169 153 59 52 30 10 12 10 13 66 122 174 180 195 251 260 268 291 313 271 273 355 241 206 138 124 55 31 11 9 13, 12 30 70 148 202 203 203 198 269 269 363 347 340 361. 345 250 173 137 98 57 24 AM Peak Hour ............................... 11: 30 to 12:30 1116 vehicles) AM Peak Hour Factor ..................... 89.1% PM Peak Hour ........................ .-...... 16: 45 to 17:45 1464 vehicles) PM Peak Hour Factor ..................... 96.1% .Thursday 07/26/07 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 124 62 39 38 69 198 461 688 709 806 875 1098 1248 1288 1255 1221 1388 1483 1028 884 659 514 299 172 16606 44 17 9 10 9 38 81 154 179 186 234 225 304 304 286 254 342 368 269 244 175 162 97 51 46 15 10 8 10 26 107 149 178 215 189 255 305 303 286 304 341 399 281 212 162 144 81 59 20 18 7 14 15 56 133 164 146 208 237 288 304 301 295 326 333 379 236 190 155 122 66 31 14 12 13 6 35 78 140 221 206 197 215 330 335 380 388 337 372 337 242 238 167 86 55 31 AM Peak Hour ............................... 11: 30 to 12:30 1227 vehicles) AM Peak Hour Factor ..................... 93.0% PM Peak Hour ............................... 16: 45 to 17·: 45 1518 vehicles) PM Peak Hour Factor ..................... 95.1% Volume Count Report Location ................... El Camino Real: Plaza Dr. to Marron Rd. Location Code ............ 5 County ....................... San Diego Recorder Set ............. 7 /23/07 00: 00 Recording Start ......... 7 /25/07 00: 00 Recording End ............ 7/27 /07 00 :.00 Sample Time ............... 15 MinuteB Operator Number ..•...... 8705 Machine Number .......... 20305 Channel. .................... A Divide By .................. 2 Summation ............. : .... No Two-Way ....... ; ............. No Wednesday 07/25/07 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 90 56 32 50 198 371 797 1232 950 780 760 803 1062 937 899 924 985 985 811 637 582 442 281 157 14821 21 18 9 10 13 39 119 250 240 187 176 190 257 247 232 237 237 248 219 172 147 123 84 55 26 . 14 8 12 29 73 168 289 246 164 188 179 267 226 224 235 239 240 200 176 142 110 66 48 17 9 6 12 73 129 246 333 225 204 205 215 238 234 221 208 252 259 200 148 153 109 54, 25 26 15 9 16 83 130 264 360 239 225 191 219 300 230 222 244 257 238 192 141 140 100 77 29 AM Peak Hour ...•........................... 07:00 to 08:00 1232 vehicles) AM Peak Hour Factor ..•....•............. 85. 6% PM Peak Hour ..•............................ 12:00 to 13:00 1062 vehicles) PM Peak Hour Factor ..................... 88. 5% Thursday 07/26/07 Channel: A Direction: s 0100· 0200 0300 0400 0500 0600 0700 oaoo 0900 1000 1100 1200 1300 1400 1500 1600 1700 1a·oo 1900 2000 2100 2200 2300 2400 Totals 86 55 45 44 174 352 761 1188 937 814 803 948 1079 1137 991 955 1013 974 787 682 608 479 300 164 15376 26 17 14 1 17 36 105 200 260 238 ·184 233 256 278 244 237 246 271 207 179 157 126 99 56 29 14 16 13 21 58 152 293 243 195 195 221 280 288 248 237 239 235 189 180 153 113 70 39 16 12 7 18 73 129 231 337 208 197 202 225 238 271 253 237 252 255 184 161 154 120 79 42 15 12 8 12 63 129 273 358 226 184 222 269 305 300 246 244 276 213 207 162 144 120 52 27 AM Peak Hour ................................ 07:15 to 08:15 1248 vehicles) AM Peak Hour Factor ...... ; ....•... : .. : .. 87. 2% PM Peak Hour .....•...•..............•...... 12: 45 to 13:45 1142 vehicles) PM Peak Hour Factor ..................... 93. 6.% Weekly Summary Report Location ................. , ....... El Camino Real: Plaza Dr. to Marron Rd. Location Code .................. 5 County ............................ San Diego Recorder Set ................... 7/23/07 00:00 Recording Start ............... 7/25/07 00:00 Recording End .................. 7 /27 /07 00: 00 Sample Time ..................... 15 Mi;mtes Operator Number ............... 8705 Machine Nuber .................. 20305 Channel. .......................... A Recorder Mode ......... .-........ Volume Week of· Jul.y 22, 2007 Channel.: A Direction: N End 22 23 24 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri . Sat Avg; Avg . 01:00 145 124 135 135 02:00 63 62 63 63 03:00 46 39 43 43 04:00 37 .38 38 · 38 05:00 67 69 68 68 06:00 231 198 215 215 07:00 441 461 451 451 08:00 673 688 681 681 09:00 728 709 719 719 10:00 786 806 796 796 11:00 848 875 862 862 12:00 991 1098 1045 1045 13:00 1124 1248 1186 1186 14:00 1186 1288 1237 1237 ·15: 00 1223 1255 1239 1239 16:00 1151 1221 1186 1186 17:00 1349 1388 1369 1369 18:00 1448 1483 1466 1466 19:00 1058 1028 1043 1043 20:00 812 884 848 848 21:00 613 659 636 636 22:00 520 514 517 517 23:00 250 299 275 275 24:00 157 172 165 165 · Totals 15947 16606 16277 16277 % Avg Wkday 98.0 102.0 % Avg· Day 98.0 102.0 AM Peak Hour 12:00 12:00 AM Count 991 1098 PM Peak Hour 18:00 18:00 PM Count 1448 1483 Weekly Summary Report Location .......... .'.: ............ El Camino Real: Plaza Dr. to Marron Rd. Location Code .................. 5 County ............................ San Diego Recorder Set., ............•.... 7 /23/07 00: 00 Recording Start ............... 7 /25/07 00: 00 Recording End .................. 7 /27 /07 00: 00 Sample Time ..................... 15 Minutes · Operator Number .. : ............ 8705 Machine Nuber ................... 20305 Channel. .......................... A Recorder Mode ................ ,. Volume Week of July 22, 2007 Channel: A Direction: s End 22 23 24 . 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01: o·o 90 86 88 88 02:00 56 55 56 56 03:00 32 45 39 39 04:00 50 44 47 47 05:00 198 174 186 186 06:00 371 352 362 362 07:00 797 761 779 779 08:00 1232 1188 1210 1210 09:00 950 937 944 944 10:00 780 81'1 797 797 11:00 760 803 782 782 12:00 803 948 876 876 13:00 1062 1079 1071 1071 14:00 937 1137 1037 1037 15:00 899 991 945 945 . 16:00 924 955 940 940 17:00 985 1013 999 999 18:00 985 974 980 980 19:00 811 787 799 799 20·: 00 637 682 660 660 21:00 582 608 595 595 22:00 442 479 46.1 461 23:00 281 300 291 291 24:00 157 164 161 161 Totals 14821 15376. 15099 .15099 % Avg Wkday 98.2 101. 8 % Avg Day 98.2 101. 8 AM Peak Hour 08:00 08:00 AM Count 1232 1188 PM Peak Hour 13:00 14:00 PM Count 1062 1137 ENGINEERING COMPANY Transportation Division 25 End Time Wed 01:00 235 02:00 119 03:00 78 04:00 87 05:00 265 06:00 602 07:00 1238 08:00 1905 09:00 1678 10:00 1566 11:00 1608 12:00 1794 13:00 2186 14:00 2123 15:00 2122 16:00 2075 17:00 2334 18:00 2433. 19:00 1869 20:00 . 1449 21:00 1195 22:00 962 23:00 531 24:00 314 I Total I 3016s I 24-Hour Volume Plot El Camino Real Between Plaza Drive and Marron Road 3000 2750 2500 2250 2000 I!! u 1750 :c ~ 1500 -0 .. 1250 1000 750 500 "' .., 250 0 N J Wednesday, July 25, 2007 El Camino Real Between Plaza Drive and Marron Road "' 0 "' -<X) ,._ "' <X) "' 0 -"' "' "' -- <X) .., N N 0 "' "' "' "' N -<X) ,._ I -■ ,._ <X) --'-,-'-,-'-,- D ~ D 8 ~ $ "' <X) .., N ;;; N N ;;; -N .,. "' ,._ - . '-,- D D -~ D ~ ;; Time .,. M • M N "' ,-... 0 N g 8 .. !£ .. ~ .., .., .,. N "' "' <X) - "' .,. ~ "' "' -- '-,- N "' "' ;;; "' g ;; N •••• .. ~--er -. . . .,. ;;; J D 0 ~ * -Volumes represent coml!ined totals of both directions. 'M ENGINEERING COMPANY Transportation Division 26 End Time Thur 01:00 210 02:00 117 03:00. 84 04:00 82 05:00 243 06:00 550 07:00 1222 08:00 1876 09:00 1646 10:00 1620 11:00 1678 12:00 2046 13:00 2327 14:00 2425 15:00 -2246 16:00 2176 17:00 2401 18:00 2457 19:00 1815 20:00 1566 21:00 1267 22:00 993 23:00 599 24:00 336 I Total I 319a2 I 24-.Hour Volume Plot El Camino Real Between Plaza Drive and Marron Road Thursday, July 26, 2007 El Camino Real Between Plaza Drive and Marron-Road 3000 2750 2500 2250 "' ,.__ 0 "' ,.__ N .., N .., .., N "' N "' N .., "' N N ,.__ "' N ;;; .., 2000 "' 0 ,.__ N "' ., -0 m 31 1750 .c m > 1500 -0 -"' ., ., 0 ,.__ -.., N -"' "' "' ~ -"' -"' -N N .. 1250 N - 1000 750 0 "' "' 500 250 0 "' 0 .., ;;; ,.__ N J -.., N -., ., ■ • -. ~ 0 0 0 8 8 0 8 0 0 ~ 8 0 0 8 8 8 0 i 8 ~ ~ ~ § 0 0 0 0 0 ~ is '" '" ~ !' :! ;! :, I" ~ $? isl 0 0 0 0 0 Time • . . . . ,.__ "' N - "' '" '" '" '" "' "' "' "' . LI 0 8 ~ 0 0 ~ ;. N N N N * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER.2007 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 IM Page 1 2 3 4 5 6 Volume Count Report Location ................... El Camino Real: Tamarack Ave to Kelly. Dr Location Code ............ 6 County ........................ San O-iego . . Recorde.r Set ....•...•.... 8/21/07 00: 00 Recording Start ......... 8/22/07 00: 00 Recording End ............ 7 /2.4 /07 00: 00 Sample Time .... .-.......... 15 Minutes 'Operator N.umber .......•. 8706 Machine Number .......... 20306 Channel .............•....... A D_ivide By ....•............. 2 Summation .................. No Two-Way.· ................. · ... No Wednesday 08/22/07 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 106 46 12 15 28 71 153 396 513 566 579 819 872 770 803 1104 1445 1582 929 615 389 272 177 127 12389 40 17 5 7 5 14 30 93 119 131 139 175 210 177 155 266 306 390 273 187 101 71 57 49 35 15 3 4 7 10 44 75 122 139 143 206 230 186 186 258 358 468 245 155 97 86 40 40 22 4 3 2 6 22 44 121 127 140 153 200 221 197 214 250 340 394 220 158 91 61 46 16 9 10 2 10 25' 35 107 145 156 144 238 211 210 248 330 441 330 191 115 100 54 34 22 AM Peak Hour .................•............. 11: 3.0 to 12:30 878 vehicles) AM Peak Hour Factor ..................... 92. 2% PM Peak Hour ............ ; .................. 16:45 to 17:45 1693 vehicles) PM Peak Hour Factor ..................... 90. 4% i Thursday 08/23/07 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 106 46 13 17 35 66 179 381 482 514 687 875 863 766 904 1087 1379 1643 925 612 394 249 166 139 12528 ·44 12 3 3. 5 13 42 86 111 114 164 186 188 169 190 232 312 481 294 204 111 74 60 49 36 11 5 5 11 5 • 36 87 113 108 159 197 231 191 183 261 328 521 255 159 98 57 44 36 12 12 4 5 8 17 47 109 124 111 178 236 222 204 247 288 359 324 191 123 98 68 27 21 14 11 '1 4 11 31 54 99 134 181 186 256 222 202 284 306 380 317 185 126 87 50 35 33 AM Peak Hour ...................•........... 11: 30 to 12:30 911 vehicles_) AM Peak Hour Factor ..................... 89. 0% PM Peak Hour ............................... 16: 30 to 17:30 1741 vehicles) PM Peak Hour Factor .....•............... 83. 5% ) Volume Count Report Location .............. ; .... El Camino Real: Tamarack Ave to Kelly Dr Location Code ............ 6 County ..•............. · ....... San Diego Recorder Set ........... :. 8/21/07 00: 00. Recording Start ......... 8/22/07 00: 00 Recording End ............ 7/24/07 00:00 Sample· Time ...... : ........ 15 Minutes Operator· Number ......... 8706 · Machine Number .......•.. 20306 Channel ......•• , .......•.... A Divide By ...•.........•.•.• 2 Summation ...•.............. No Two-Way .•..........•........ No Wednesday 08/22/07 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 44 29 25 36 161 422 849 1565 1265 729 657 681 830 833 733 707 724 778 592 462 329 250 147 78 12926 14 6 . 6 2 7 40 97 291 403 208 151 159 175 224 181 183 160 196 187 160 84 69 43 20 12 8 6 6 20 66 168 335 320 178 167 171 184 216 194 178 187 210 164 99 78 66 31 18 10 6 4 11 65 124 257 431 276 169 154 158 219 214 186 144 185 189 134 101 82 · 55 41 17 8 9 9 17 69 192 327 508· 266 174 185 193 252 179 172 202 192 183 107 102 85 60 32 23 AM Peak Hour ..............................• 07:15 to 08:15 1677 vehicles) "'· ,, AM Peak Hour Factor ................... :. 82. 5% PM Peak Hour ... : ............................ 12: 30 to 13:30 911 vehicles) PM Peak Hour Factor .........•........... 90. 4% Thursday 08/23/07 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 40 26 20 36 174 400 918 1630 1197 762 642 755 812 885 756 770 765 754 557 450 353 264 132 76 13174 11 8 7 2 11 39 125 294 375 191 164 194 192 241 195 198 204 204 179 132 93 61 40 21 13 7 4 7 22 49 195 404 295 202 156 199 184 218 199 209 204 199 133 117 76 81 29 27 7 6 4 14 67 138 257 434 260 178 155 193 203 219 169 177 157 174 124 104 83 62 35 8 9 5 5 13 74 174 341 498 267 191 167 169 233 207 193 186 200 177 121 97 101 60 28 20 AM Peak Hour ................ ( ............... 07: 15 to 08:15 ( 1711 ve.hicles) AM Peak Hour Factor ..................... 85. 9% PM Peak Hour ............................... 12: 45 to 13:45 911 vehicles) PM Peak Hour Factor ..................... 94.5% j Weekly Summary Report Location ......................... El Camino Real: Tamarack Ave to Kelly Dr Location Code .......... .-....... 6 County ..... ." ............... , ...... San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 7 /24/07 00: 00 Sample Time ................... ,. 15 Mi_nutes Operator Number ................ 8706 Machine Nuber .................. 20306 Channel. ........................ ;. A Recorder Mode .............. , ... Volume Week of August 19, 2007 Channel: A ·· Direction: N End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 106 106 106 106 02:00 46 46 46 '. 46 03:00 12 13 13 13 04:00 15 17 16 16 05:00 28 35 32 32 06:00 71 66 69 69 07: 00 . 153 179 166 166 08:00 396 381 389 389 09:00 513 482 498 498 10:00 566 514 540 540 11:00 579 687 633 633 12:00 819 875 847 8,47 13:00 872 863 868 8 68 14:00 770 766 768 7 68 15:00 803 904 854 854 16:00 1104 1087 1096 1096 17:00 1445 1379 1412 1412 18:00 1582 1643 1613 1613 19:00 929 925 927 '927 20:00 615 612 614 614 21:00 389 394 392 392 22:00 272 249 261 261 23:00 177 166 172 172 24:00 127 139 133 133 Totals 12389 12528 12459 12459 % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 AM Peak Hour 12:00 12:00 AM Count 819 875 PM Peak Hour 18:00 18:00 PM Count 1582 1643 Weekly Summary Report Location ......................... El Camino Real: Tamarack Ave to Kelly Dr Location Code ................... 6 , County ............................ San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 7/24/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8706 Machine Nuber .................. 20306 Channel. .......................... A Recorder Mode .................. Volume Week of August 19, 2007 Channel: A Direction: S End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 44 40 42 42 02:00 29 26 28 28. 03:00 25 20 23 23 04:00 36 36 36 36 05:00 161 174 168 168 06:00 422 400 411 411 07:00 849 918 884 884 08:00 1565 1630 1598 1598 09:00 1265 1197 1231 1231 10:00 729 762 746 74,6 11:00 657 642 650 650 12:00 681 755 718 718 13:00 83d 812 821 821 14:00 833 885 859 859 15:00 733 756 745 745 16:00 707 770 739 739 17:00 724 765 745 745 18:00 778 754 766 766 19:00 592 557 575 575 20:00 462 450 456 456 21:00 329 353 341 341 22:00 250 264 257 257 23:00 147 132 140 140 24:00 78 76 77 77 Totals 12926 13174 13050 13050 % Avg Wkday 99.0 101. 0 9, ,0 Avg Day 99.0 101. 0 AM Peak Hour 08:00 08:00. AM Count 1565 1630 PM Peak Hour 14:00 14:00 PM Count 833 885 ENGINEERING COMPANY TrallSportation v·iviston 24-Hour Volume Plot El Camino Real • ' ' Between Tamarack Avenue and Kelly Drive 22 End Time Wed 01:00 150 02:00 75 03:00 37 04:00 51 05:00 189 06:00 493 07:00 1002 08:00 1961 09:00 1778 10:00 1295 11:00 1236 12:00 1500 13:00 1702 14:00 1603 15:00 1536 16:00 1811 17:00 2169 18:00 2360 19:00 1521 20:00 1077 21:00 718 22:00 522 23:00 324 24:00 205 I Total I 25315 I Wednesday, August 22, 2007 El Camino Real Between Tamarack Avenue and Kelly Drive 3250~-~--------------------------------, 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 0 <» "' ~ 250 ~ i.o ■ !::. ~ ~ 1. 0 +-"...,_.__..,_ __ ..,.L:,- a 0 0 8 g a a ~ a 0 ~ Time 0 CJ) ~ . ., '" a 0 :: a a ~ a a ~ a a ~ "' ;::: a 0 " • -Volumes represent combined totals of both directions. ENGINEERING COMPANY Transportation Divisiori 24-Hour Volume Plot El Camino Real Between Tamarack Avenue and Kelly Drive ·23 En~Time Thur 01:00 146 02:00 72 2750 03:00 33 04:00 53 2500 05:00 209 2250 06:00 466 07:00 1097 2000 08:00 2011 09:00 1679 ., 1750 " 10:00 1276 ;; :2 1500 " 11:00 1329 > -12:00 1630 0 1250 "' 13:00 1675 .14:00 .1651 1000 15:00 1660 750 16:00 1857 17:00 2144 500 18:00 2397 19:00 1482 250 20:Q0 1062 0 21:00 747 22:00 513 23:00 298 24:00 ·215 I Total I 2s1021 Thursday, August 23, 2007 El Camino Real Between Tamarack.Avenue and Kelly Drive "' ..,. -N I r--"' "' - ~ g g 0 $ S "' "' - -0 N a, r--"' - a, "' N r--"' N -r--a, 0 - "' "' ..,. a, 0 N I r--a, "' "" ..,. ..,. -N . r-- "' ., "' 0 -0 r--;,; "' "' "' "' "' "' ----N ., :!: N "' 0 - r--;!: "' ;,; ., a, "' ll ~ Time * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 7 El Camino Real Between Faraday A venue and Palomar Airport Road Page NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division '" Volume Count Report Location ....... : ........... El Camino Real: Faraday Ave to P.A.R. Location Code ............ 7 County ...............••..... San Diego Recorder Set ............. 7 /30/07 00: 00 Recording Start ......•.. 7 /3li07 00: 00 Recording End ..........•. 8/2/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8707 Machine Number .......... 20307 Channel. .........•.....•.... A Divide. By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07 /31/07 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 63 50 37 52 271 375 802 1582 1740 1062 1051 1106 1337 1393 1334 1321 1451 1507 849 568 404 '312 259 171 19097 25 13 12 8 13 32 148 291 497 282 264 273 328 346 330 329 357 465 232 163 106 79 72 55 17 14 5 7 33 62 156 350 464 277 243 249 316 363 278 340 367 410 229 128 97 87 71 50 11 8 11 12 76 95 . 204 445 390 256 280 280 349 373 372 335 387 363 210 144 118 81 59 35 10 15 9 25 149 186 294 496 389 247 264 304 344 311 354 317 340 269 178 133 83 65 57 31 AM Peak Hour ..................•.•..•....... 07:30 to 08:30 1902 vehicles) AM Peak Hour Factor ...................... 95. 7% PM Peak Hour .••..•..............•.•........ 16: 30 to 17:30 16b2 vehicles) PM Peak Hour Factor .........•........... 86.1% Wednesday 08/01/07 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 65 48 27 50 251 371 822 1548 1664 1078 940 1046 1245 1286 1270 1325 1409 1493 889 565 418 317 255 · 176 18558 25 11 4 12 . 1? 36 141 311 426 268 246 235 334 364 286 322 369 409 274 173 113 90 70 69 14 13 8 6 29 58 157 321 460 263 241 241 306 318 300 341 314 419 225 129 104 88 65 42 15 8 9 12 72 96 218 404 373 269 222 263 318 331 352 333 409 383 209 132 97 67 67 33 11 16 6 20 133 181 306 512 405 278 231 307 287 273 332 329 317 282 181 131 104 72 53 32 AM Peak Hour ............................... 07:30 to 08':30 1802 vehicles) AM Peak Hour Factor ..................... 88. 0% PM Peak Hour ............................... 16: 30 · to 17:30 1554 vehicles) PM Peak Hour Factor ..................... 92. 7% Volume Count Report Location ................... El Camino Real: Faraday Ave to P.A.R. Location Code ............ 7 County ...................... San Diego Recorder Set ............. 7 /30/07 00: 00 Recording Start, ..... : .. 7/31/07 00:00 Recording End ............ 8/2/07 00: 00 Sample Time .............. : 15 Minutes Operator Number ......... 8707 Machine Number .......... 20307 Channel., ................... A Divide By .................. 2 Summation ........ , ......... No ·Two-Way ..................... No Tuesday 07/31/07 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 158 61 44 49 134 374 852. 1328 135i 1036 937 1217 1325 1362 1330 1390 ·1743 2049 1074 656 429 299 190. 113 19507 75 17 18 15 16 38 117 299 308 258 223 272 335 355 319 300 441 531 356 180 121 87 59 49 39 13 12 9 15 76 215 287 300 267 234 283 367 302 322 326 394 623 273 172 118 85 45 21 26 20 5 13 46 118 207 341 345 276 235 312 302 350 405 451 454 504 258 164 102 68 43 19 18 11 9 12 57 142 313 401 399 2~ 245 350 321 355 284 313 459 391 187 140 88 59 43 24 AM Peak Hour .... : ............ : ............. 11:30 to 12:30 1364 vehicles) AM Peak Hour Factor ..................... 92. 9% PM Peak Hour .......................... : .... 16 : 4 5 to 17:45 2117 vehicles) PM Peak Hour Factor ..................... 85.0% Wednesday 08/01/07 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 165 71 35 41 133 399 825 1285 1298 1106 955 1194 1405 1367 1307 1395 1777 2035 1168 615 424 328 202 141 19671 80 21 9 12 22 40 119 301 296 305 238 251 409 337 306 319 440 647 367 157 126 81 71 55 38 14 8 7 20 60 184 267 334 278 234 261 308 316 304 340 377 495 305 157 110 91 47 38 30 21 6 13 29 132 234 339 319 267 221 331 327 386 386 395 419 451 261 169 97 80 44 ·32 17 15 12 9 62 167 288 378 349 256 262 351 361 328 311 341 541 442 235 132 91 76 40 16 AM Peak Hour ............................... 11:30 to 12:30 1399 vehicles) AM Peak Hour Factor .................... :85.5% PM Peak Hour ............................... 16: 45· to 17:45 2134 vehicles) PM Peak Hour Factor ..................... 82.5% Weekly Summary Report Location ......................... El Camino Real: Faraday Ave to P.A.R. Location Code .................. 7 County ............................ San Diego Recorder Set ................... 7 /30/07 00: 00 Recording Start ............... 7 /31/07 00: 00 Recording End ........ , ......... 8/2/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8707 Machine Nuber .................. 20307 Channel ........................... A Recorder Mode .................. Volume Week of July 29, 2007 Channel: A Direction: N End 29 30 31 01 02 03 04 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 63 65 64 64 02:00 50 48 49 49 03:00 37 27 32 32 04:00 52 50 51 51 05:00 271 251 261 261 06:00 375 371 373 373 07:00 802 822 812 812 08:00 1582 1548 1565 1565 09:00 1740 1664 1702· 1702 10:00 1062 1078 1070 1070 11: 00 1051 940 996 996 12:00 1106 1046 1076 1076 13:00 1337 1245 1291 1291 14:00 1393 1286 1340 1340 15:00 1334 1270 1302 1302 16:00 1321 1325 1323 1323 ·17:00 1451 1409 1430 1430 18:00 1507 1493 1500 1500 19:00 849 889 869 869 20:00 5p8 565 -567 567 21:00 404 418 411 411 22:00 312 317 315 315 23:00 259 255 257 257 24:00 171 176 174 174 Totals 19097 18558 18828 18828 % Avg Wkday 101. 4 98.6 % Avg Day 101. 4 98.6 AM Peak Hour 09:00 09:00 AM Count 1740 1664 PM Peak f{qur 18:00 18:00 PM Count 1507 1493 Weekly Summary Report Location ......................... El Camino Real: Faraday Ave to P.A.R. Location Code .................. 7 County ............................ San Diego Recorder Set ................... 7/30/07 00:00 Recording Start ............... 7/31/07 00:00 Recording End .................. 8/2/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8707 Machine Nuber .................. 20307. Channel ........................... A Recorder Mode ............... _ ... Volume Week of July.29, 2007 Channel: A Direction: S End 29 30 31 01 02 03 04 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 158 165 162 162 02:00 61 71 66 66 03:00 ,44 . 35 40 40 04:00 49 41 45 45 05:00 134 133 134 134 06:00 374 399 387 387 07:00 852 825 839 839 1' 08:00 1328 1285 1307 1307 09:00 1352 1298 1325 1325 10: 00 1036 1106 1071 1071 11:00 937 955 946 946 12:00 1217 1194 1206 1206 13:00 1325 1405 1365 1365 14:00 1362 1367 1365 1365- 15:00 1330' 1307 1319 1319 .16: 00 1390 1395 1393 1393 17:00 1748 1777 1763 1763 18:00 2049 2035 2042 2042 19:00 1074 1168 1121 1121 20:00 656 615 636 636 21:00 429 424 427 427 22:00 299 328 314 314 23:00 190 202 196 196 24:00 113 141 .127 127 Totals 19507 19671 19589 19589 ~-' Avg Wkday 99.6 100.4 % Avg Day 99.6 100.4 AM Peak Hour 09:00 09:00 AM Count 1352 1298 PM Peak Hour 18:00 18:00 PM Count 2049 2035 ENGINEERING COMPANY Transpo,-tation Division 24-Hour Volume Plot EL Camino Real Between Faraday Avenue and Palomar Airport Road Tuesday, July 31, 2007 31 End Time Tu~ El Camino Real Between Faraday Avenue and Palomar Airport Road 01:00 221 02:00 111 4000 03:00 81 3750 (0 "' "' 04:00 101 05:00 405 06:00 749 07:00 1654 08:00 2910 3500 3250 3000 2750 "' 0, N 0, a, ;;; 0 0 ~ "' a, "' ~ N N "' .., (0 .... (0 ;:::: (0 N <O N N N "' 09:00 3092 10:00 2098 11:00 1988 12:00 2323 ., 2500 " u :2 2250 ~ 2000 'o .. 1750 N a, "' N 0, a, o• a, "'· N 0, N ~ 0, .., ~ "' <O ~ 13:00 2662 1500 . .., N 14:00 2755 N ~· 15:00 2664 1250 "' 16:00 2711 1000 0, "' .., a, 17:00 3199 18:00 3556 19:00 1923 20:00 1224 750 500 250 0 .... "' ;;:; 0, .., 0 .., .., ;; .., I i N ~ ~ l I ~ ;;:; 0 ~ ~ ---...;. '--,-'--,-'--,-'--,-'--,-'--,-~ 21:00 833 22:00 611 ~ 8 8 8 0 0 ti :! ~ ~ 23:00 449 Time 24:00 284 I Total I 386□4 I * -Volumes represent combined totals of bothdi~ctions. , ENGINEERING COMPANY Transportation Ditlision . 24-Hour Volume Plot EL Camino Real • . Between Faraday Avenue and Palomar Airport Road .Wednesday, August .1, 2007 01 End Time Wed · El Camino Real Between Faraday Avenue and Palomar Airport Road 01:00 230 02:00 119 4000 03:00 62 04:00 91 3750 ., N "' .., 05:00 384 06:00 770 07:00 1647 08:00 2833 3500 3250 3000 2750 (0 ., N ;;; .., (0 "' .., N 0 ., 0 .., N N "' "' I'-I'-(0 (0 I'-N N N "' N 09:00 2962 10:00 2184 11:00 1895 12:00 2240 1 2500 " :E 2250 " > 2000 -0 ... 1750 ., 0 ., ;:!; I'-'" N "' "' 0 "' N ., I'-~ ., • (0 ~ 13:00 2650 14:00 2653 1500 0 ., ~ 15:00 2577 16:00 2720 17:00 3186 18:00 3528 19:00 2057 20:00 1180 1250 1000 750 500 250 0 ~ 0 f;j I'-., "' I'-., (0 I'-., "' ., i i 0 .., .., "' I N ·~ I ~ N ;;; (0 ---'-,-~ ~ 21:00 842 22:00 645 ~ ~ 8 8 8 0 0 I 0 0 ~ 0 0 ~ ~ 0 8 8 0 8 ~ 0 8 ~ 0 0 ~ 0 ~ ti. 0 0 ~ 0 ;; ii iri i!i ~ ~ :, :e ~ ~ .~ ~ 0 " ;; 0 0 0 0 N N N 23:00 457 Time 24:00 317 I Total I 3a22s 1 • -Volumes represent combined totals of both directions. ,.,.,.. . '·. '' \- [',' I 1;. , .. " ,, ___ ,.,..:/, .. , CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 8 El Camino Real Between Camino Vida Roble artd Cassia Road NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Suniinary Report SB Weekly Summary Report 24-Hour Volume PlotDay 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: Cam. Vida Roble to Cassia Rd. Location Code ............ 8 County ...................... San Diego Recorder Set ............. 8/21/07 00: 00 Recording Start ......... 8/22/07 · 00: 00 Recording End ............ 8/24/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8708 Machine Number .......... 20308 Channeel ..................... A Divide By .................. 2 Summation .................. No Two-Way ............•......•. No Wednesday 08/22/07 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 67 54 23 29 69 204 485 1211 1390 975 841 843 1027 1126 926 909 894 855 693 491 391 333 200 119 14155 20 21 12 10 10 · 32 81 217 394 255 190 206 237 301 221 224 222 217 203 143 94 116 63 42 24 15 3 5 13 43 95 300 328 289 238 216 245 308 236 252 208 214 172 145 130 79 52 27 16 7 6 7 23 51 121 301 345 198 217 192 277 258 202 231 227 205 161 103 102 75 52 30 · 7 11 2 7 23 78 188 393 323 233 196 229 268 259 267 202 237 219 157 100 65 63 33 20 AM Peak Hour ............................... 07: 45 to 08:45 .1460 vehicles) AM Peak Hour Factor ..................... 92. 6% PM Peak Hour ....... , ....................... 12:30 to 13:30 1154 vehicles) PM Peak Hour Factor ............ ; ........ 93. 7% Thursday 08/23/07 Channel.: A Directio_n: 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 32 23 38 88 212 495 1200 1242 1096 1016 884 1011 1142 937 945 883 902 693 530 397 312 206 142 14475 20 9 8 8 9 33 88 201 314 278 286 241 215 327 237 206 209 217 184 157 103 81 64 49 9 11 6 12 15 32. 93 282 333 260 245 186 264 273 222 266 230 232 180 123 93 82 64 31 10 9 2 8 18 58 129 312 315 241 258 222 281 273 223 218 225 225 167 124 119 79 37 31 10 3 7 10 46 89 185 405 280 317 227 235 251 269 255 255 219· 228 162 126 82 70 41 31 AM Peak Hour ............................... 07: 45 to 08:45 1367 vehicles) AM Peak Hour Factor ..................... 84. 4% PM Peak Hour ............................... 13:00 to 14:00 1142 vehicles) PM Peak Hour Factor ..................... 87. 3% . Volume Count Report Location ................... El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code ............ 8 County ...................... San Diego Recorder Set .•..•.••..... 8/21/07 00: 00 Recording Start ......... ,8/22/07 00: 00 Recording End .....•..... .' 8/24/07 00: 00 Sample Time ...........•... 15 Minutes Operator Number .......... 8708 Machine Number ..•....... 20308 Channel .. , ................... A Divide By ..........•• ,., .•• 2 Summation .................. No Two-Way.; ................... No Wednesday 08/22/07 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 68 44· 45 52 71 155 524 739 816 824 822 1030 1237 969 1011 1095 1494 1895 1148 722 462 314 202 116 15855 22 7 9 16 8 21 87 175 223 209 180 230 339 238 261 231 395 502 330 203 125 94 75 45 17 16 13 11 10 29 97 153 183 175 222 231 371 232 233 259 297 535 322 210 109 65 42 27 12 6 11 12 28 41 143 193 230 216 203 288 254 255 276 333 377 452 263 158 114 71 39 25 17 15 12 13 25 64 197 218 180 224 217 281· 273 244 241 272 425 406 233 151 114 84 46 19 AM Peak Hour ..... · .. ; .•....•..........• · ..•.. 11: 30 to 12:30 1279 vehicles) AM Peak Hour Factor ..................... 86.2% PM Peak Hour ............................... 16: 45 to 17:45 1914 vehicles) PM Peak Hour Factor ..................... 89. 4% Thursday 08/23/07 Channel: A Direction: s 0100 0200 0300 0400_ 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 16·00 1100 1800 1900 2000 2100 2200 2300 2400 Totals 64 29 43 56 77 164 520 885 846 784 745 1090 1193 1051 1089 1247 1590 1872 1035 726 468 373 194 124 16265 18 8 10 16 15 25 64 180 256 225 181 236 330 269 265 299 372 504 326 198 148 101 61 44 22 6 7 13 15 30 111 204 169 160 177 218 317 274 277 298 369 515 292 214 117 96 51 30 9 5 11 14 20 40 170 258 229 206 200 302 282 241 299 315 431 469 237 161 89 79 53 25 15 10 15 13 27 69 175 243 192 193 .187 334 264 267 248 335 418 384 180 153 114 97 29 25 AM Peak Hour ................................ 11: 30 to 12:30 1283 vehicles) AM Peak Hour Factor ..................... 96. 0% PM Peak Hour ............................... 16:45 to 17:45 1906 vehicles) PM Peak Hour Factor, .................•.. 92. 5% r Weekly Summary Report Location ......................... El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code .................. 8 County ............................ San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............. .; 8/22/07 00: 00 Recording End .................. 8/24/07 · 00: 00 Sample Time •.... : ............... 15 Minutes Operator Number ............... 8708 Machine Nuber .................. 20308 Channel. .......................... A Recorder Mode .................. Volume Week of August 19, 2007 Channel: A Direction: N End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed. Thu Fri Sat Avg. Avg .. 01:00 67 49 58 58 02: 00 54 32 43 43 03:00 23 23 23 23 04:00 29 38 34 34 05:00 69 88 79 79 06:00 204 212 208 208 07:00 485 495 490 490 f 08:00 1211 1200 1206 1206 09:00 1390 1242 1316 1316 10:00 . 975 1096 1036 1036 11:00 841 1016 929 929 12:00 843 884 864 864 13:00 1027 1011 1019 1019 14:00 1126 1142 1134 1134 15:00 926 937 932 932 16:00 909 945 927 927 17:00 894 883 889 889 18:00 855 902 879 879 19:00 693 693 693 693 20:00 491 530 511 511 21:00 391 397 394 394 22:00 333 312 323 323 23:00 200 206 203 203 24:00 119 142 131 131 Totals 14155 14475 14315 14315 9,, Avg Wkday ,99. 9 101.1 % Avg Day 98.9 101.1 AM Peak Hour 09:00 09:00 AM Count 1390 1242 PM Peak Hour 14:00 14:00 PM ·count 1126 1142 Weekly Summary Report Location.: ....................... El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code.: ... ; ............ 8 County ............................ San Diego Recorder Set ................... 8/21/07 00:00 Recording Start ............... 8/22/07 00: 00 ·Recording End .................. 8/24/07 00: 00 Sample .Time ..................... 15 Minutes Operator Number ............... 8708 Machine Nuber .................. 20308 Channel ... ; ....................... A Recorder Mode .................. Volume Week of August 19, 2007 Channel.: A Direction: S End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 68 64 66 66 02:00 44 29 37 37 03:00 45 43 44 44 04:00 52 56 54 54 05:00 71 77 74 74 06:00 155 164 160 160 07:00· 524 520 522 522 08:00 739 885 812 812 09:00 816 846 831 831 10:00 824 784 804· 804 11:00 822 745 7.84 784 12:00 1030 1090 1060 1060 13:00 1237 1193 1215 1215 14:00 969 105h 1010 1010 15:00 1011 1089 1050 1050 16:00 1095 1247 1171 1171 17:00 1494 1590 1542 1542 18 :.00 1895 1872 1884 1884 19:00 1148 1035 1092 1092 20:00 722 726 724 724 21:00 462 468 465 465 22:00 314 373 344 344 23:00 202 194 198 198 24:00 116 124 120 120 Totals 15855 16265 ·16060 · 160 60 % Avg Wkday 98.7 101. 3 % Avg Day 98.7 101. 3 AM Peak Hour 12:00 12:00 AM Count 1030 1090 PM Peak Hour i8:00 18:00 '-PM.Count 1895 1872 - ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot El Camino Real· •• . Between Camino Vida Roble and Cassia Road Wednesday, August 22,-2007 22 End Time Wed El Caniino Real Between Camino Vida Roble and Cassia Road 01:00 135 02:00 98 3250 03:00 68 04:00 81 3000 0 "' ,_ 05:00 140 N 2750 ., 06:00 359 07:00 1009 08:00 1950 09:00 -2206 10:00 1799 11:00 1663 2500 2250 ~ ~ 2000 u :c ~ 1750 > .., ., "' "' "' N 0 N "' N N N O> .., 0 0 ,_ 0 "' "' N "' 0 a, a, ,_ a, N :; -a, ., -., ,_ "' ---"' "' . --12:00 1873 13:00 2264 0 1500 .. 1250 "' .:; a, -0 14:00 2095 15:00 1937 1000 0 -"' "' ., ,_ 16:00 2004 750 .., "' 17:00 2388 18:00 2750 19:00 1841 20:00 1213 500 250 0 a, N 0 "' .., "' "' "' 0 I "' N "' "' .., _J_ -a, "' ;;:; ■ "' ■ ---~ ..... ~ ~ ..... -~ ~ ..... ~ ~ ..... ..... 21:00 853 22:00 647 0 8 0 0 I 0 0 ~ ~ 8 § ~ ~ ~ 8 0 0 0 8 8 0 0 0 0 " 0 ~ 0 0 0 0 0 " 0 0 0 0 s ;; (g f5 ~ ;! ~ ~ ~ ~ ~ 0 ;; i:i ;; ~ 0 0 0 N N 23:00 402 Time 24:00 235 I Total I 30010 I * -Volumes represent combined totals of both directions. ENGINEERING COMPANY Tran.sporrarion Division 24-Hour Volume Plot · El Camino Real • . - ' . Between Camino Vida Roble and Cassia Road Thursday, August 23, 2007 23 End Time Thur El Camino Real Between Camino Vida Roble and Cassia Road 01:00 113 02:00 61 3250 03:00 66 . 04:00 94 3000 ... " " "' 05:00 165 2750 "' " 06:00 376 07:00 1015 08:00 2085 09:00 2088 10:00 1880 2500 2250 ~ m 2000 u :c ... "' ... "' "' "' co 0 0) 0) "' .; "' .; co co ... "' 0 0 "' "' "' 0 " 0 co 0) "' co <D ~ co "' !;:: !;:: 11 :DO 1761 :':! 1750 12:00 1974 -0 1500 .. "' "' "' 13:00 2204 14:00 2193 1250 "' ~ ' 0 ~ "' 15:00 2026 1000 ' "' co "' co 16:00 2192 750 ' "' 17:00 2473 18:00 2774 19:00 1728 20:00 1256 500 250 0 "' 0 " 0 "' ... "' I <O "' "' I "' "' I ;: co ~ ~ ~ ■ ---' '-,-'-,-'-,-'-,-'-,-'-,-' '-,-'-,- 21:00 865 22:00 685 0 0 8 0 I I 0 0 0 I;'\ ~ 8 ~ ~ ~ 0 0 0 8 ~ ~ ~ 0 0 '?. '?. ~ 0 0 0 ~ '?. ·~ 0 '?. c N " s iri '" ~ :: (:! :! ~ :: ~ 0 ;;; " ~ 0 0 0 0 N N N 23:00 400 Time 24:00 266 I Total I 30140 I • ~ Volumes represent combined totals of both directions. I ' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 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 WeeklySummary Report SB Weekly Summ11ry Report 24-Hour Volume Plot Day 1 24-Hour VoluIIie Plot Day 2 RICK ENGINEERING COMPANY Transportation Dit1ision 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 ............. 7/17/07 00:00 Recording Start ......... 7 /18/07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time ............... 15 Minutes .Operator Number ......... 8709 Machine Number .......... 20309 Channel ..................... A Divide By ............. '. .... 2 Summation .................. No Two-Way ..................... No Wednesday 07/18/07 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 159 90 34 31 41 160 542 1222 1360 1351 1311 1417 1609 1516 1461 1722 1803 1901 1565 1294 997 742 554 254 23136 62 23 14 8 2 18 55 223 325 313 346 298 356 357 343 416 442 475 443 365 292 209 166 89 42 21 10 9 8 30 108. 251 357 374 304 354 396 378 389 402 435 481 403 327 243 195 146 61 33 25 4 7 10 51 160 314 314 367 322 359 431 380 372 476 451 495 362 311 224 165 141 62 22 21 6 7 21 61 219 434 364 297 339 406 426 401 357 428 475 450 357 291 238 173 101 42 AM Peak Hour ............................... ·11 :30 to 12:30 1517 vehicles) AM Peak Hour Factor ..................... 93. 4% PM Peak Hour ...... : ........................ 16:45 to 17:45 1926 vehicles) PM Peak Hour Factor ..................... 97. 3% Thursday 07/19/07 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 142 92 40 34 59 191 599·1155 1273 1211 1195 1326 1468 1571 1589 1716 1899 1851 1582 1261 1037 814 534 234 22873 50 36 12 12 10 29 74 218 . 327 296 293 329 372 358 410 436 491 471 424 341 306 233 157 80 30 22 13 8 10 30 114 270 323 266 325 325 355 381 398 409 457 521 446 327 236 215 126 66 40 19 9 4 13 62 198 298 308 319 278 324 350 424 405 435 462 450 368 311 229 180 156 61 22 15 6 10 26 70 213 369 315 330 299 348 391 408 376 436 489 409 344 282 266 186 95 27 AM Peak Hour .. : ............................ 11:30 to 12:30 1399 vehicles) AM Peak Hour Factor ..................... 94. 0% PM Peak Hour ............................... 16:30 to 17:30 1943 vehicles) PM Peak Hour Factor ..................... 93.2% ' Volume Count Report Location ................... El Camino Real: Arenal to Costa Del Mar Location Code ............ 9 County ...................... San Diego Recorder Set ............. 7 /1 7 /07 00: 00 Recording. Start ......... 7/18/07 00: 00 Recording End ............ 7/20/07 00:00 Sample Time ............... 15 Minutes Operator Number ......... 8709 Machine Number .......... 20309 Channel ...... , .............. A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/18/07 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 150016001700 1800 1900 2000 2100 2200 2300 2400 Totals 84 47 36 60. 140 394 1150 1932 2054 1798 1684 2059 1941 1596 1690 1789 1902 2206 1460 907 607 438 320 156 26450 27 10 . 10 8 22 54 194 397 472 464 404 459 493 400 424 440 447 566 426 237 155 119 104 51 25 20 12 14 30 71 224 491 554 461 417 500 527 408 405 417 484 587 405 225 158 102 102 40 , 17 8 8 16 39 107 342 491 515 448 414 546 509 397 438 466 473 570 319 231 145 101 69 34 ( 15 9 6 22 49 162 390 553 513 425 449 554 412 391 423 466 498 483 310 214 149 116 45 31 AM Peak Hour ............................... 11:30 to 12:30 2120 vehicles) AM Peak Hour Factor ..................... 95. 7% PM Peak Hour ............... · ................ 16: 45 to 17:45 2221 vehicles) PM Peak Hour Factor ..................... 94. 6% Thursday 07/19/07 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 j500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 85 49 33 55 114 400 1175 1765 2060 1875 1620 2454 2668 2563 1899 1852 2107 2467 1558 961 632 459 349 151 .29351 30 16 5 10 10 58 201 393 462 621 347 439 733 632 564 463 495 650 448 281 172 146 116 66 17 18 8 14 23 63 225 414 509 447 397 671 642 614 419 411 .499 621 451 257 180 105 110 45 · 19 5 13 20 40 116 345 457 493 403 420 653 645 637 454 498 573 607 358 217 137 107 63 30 19 10 7 11 41 163 404 501 596 404 456 691 648 680 462 480 540 589 301 206 143 101 60 10 AM Peak Hour .............................. , 11: 15 to 12:15 2748 vehicles) AM Peak Hour Factor ..................... 93. 7% PM Peak Hour ............................... 11: 45 to 12:45 2711 vehicles) PM .Peak Hour Factor ..................... 92. 5% Weekly Summary Report Locatiori ......................... El Camino Real: Arenal to Costa Del Mar Location Code .................. 9 County ............................ San Diego Recorder Set ................... 7 /17 /07 00: 00 ·Re.cording Start ............... 7/18/07 00:00 Recording End .................. 7/20/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8709 Machine Nuber .................. 20309 Channe·1 ........................... A Recorder Mode ................... Volume Week of July 15, 2007 Channel: ·A Direction: N- End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mori Tue Wed Thu Fri Sat Avg. Avg. .01:00 159 142 151 151 02:00 90 92 91 91 03:00 34 40 37 37 04:00 31 34 33 33 05:00 41 59 50 50 06:00 160 191 176 176 07:00 542 599 571 571 08:00 1222 .1155 1189 1189 -· 09:00 1360 1273 1317 1317 10:00 1351 1211 1281 1281 11:00 1311 1195 1253 1253 12:00 1417 1326 1372 13.72 13:00 1609 1468 1539 1539 14:00 1516 1571 1544 1544 15:00 1461 1589 1525 1525 16:00 '1722 1716 1719 1719 17:00 1803 1899 1851 1851 18:00 1901 1851 1876 1876 · 19:00 1565 1582 1574 1574 20:00 1294 1261 1278 1278 21:00 997 1037 1017 1017 22:00 742 814 778 778 23:00 554 534 544 544 24:00 254 234 244 244 ,Totals 23136 22873 23005 23005 % Avg Wkday 100.6 99.4 % Avg Day 100.6 99 .. 4 AM Peak Hour 12:00 12:00 AM Count 1417 1326 PM Peak Hour 18:00 17:00 PM Count 1901 1899 Weekly Summary Report Location., ....................... El Camino Real: Arenal to Costa Del Mar · Location Code ................... 9 County ............................ San Diego Recorder Set ... : ............... 7/17/07 00:00 Recording· Start ............... 7 /18/07 00: 00 Recording End .................. 7/20/07 00:00 . Sample Time ..................... 15 Minutes Operator Number.: ............. 8709 Machine Nuber .... , ............. 20309 . Channel. .......................... A Recorder M_ode .. · ................ Volume Week of Jul.y 15, 2007 Channel.: A Direction: S End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu-Fri Sat Avg. Avg. 01 :'00 84 85 85 85 02:00 47 49 48 48 03:00 36 33 35 35 04:00 60 55 58 58 05:00 140 114 127 127 06:00 394 400 397 397 07:00 1150 1175 1163 1163 08:00 1932 1765 1849 1849 09:00 2054 2060 2057 2057 10:00 1798 1875 1837 1837 11:00 1684 1620 1652 1'652 12:00 2059 2454 2257 2257 13:00 1941 2668 2305 2305 . 14: 00 1596 2563 2080 2080 15:00 , 1690 1899 1795 1795 16: oo. · 1789 1852 1821 1821 17:00 1902 2107 2005 2005 18:00 2206 2467 2337 2337 19:00 1460 1558 1509 · 1509 20:00 907 961 934 934 21:00 607 632 . 620 620 22:00 438 459 449 449 23:00 320 349 335 335 24:00 156 151 154 154 Totals 26450 29351 27901 27901 % Avg Wkday 94.8 105.2 % Avg Day 94.8 105.2 AM Peak Hour 12:00 12:00 AM Count 2059 2454 PM Peak Hour 18:00 13:00 PM Count 2206 2668 RI··C.K .. . " ...... - ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot El Camino Real • . . . Between Arenal Road and Costa Del Mar Road Wednesday, July 18, 2007 18 End Time Wed El Camino Rea! Between Arena! Road and Costa Del Mar Road 01:00 .243 02:00 137 5000 03:00 70 4750 04:00 91 4500 ,._ 0 05:00 181 4250 :,: "' 06:00 554 07:00 1692 08:00 · 3154 09:00 3414 10:00 3149 11:00 2995 12:00 3476 4000 0 0 <D ~ ,._ v "' .., 3750 ,._ "' ;:;; :,: v .., "' 3500 v .., 0, .., N ;:;; "' .. "' ~ "' ;.:; ;.:; 0, ;.:; ;.:; ' N ., 3250 0, 0 " N . .., u 3000 :c 2751J " > ... 2500 0 -N 0 N .. 2250 13:00 3550 14:00 3112 N 2000 0, .. <D 0 1750 ~ <D ~ 15:00 3151 16:00 3511 17:00 3705 0 1500 "' 1250 ::: ;! 1000 "' .. 18:00 4107 19:00 3025 · 20:00 2201 750 "' 0 "' :,: 500 .., ~ I .. ,._ N "' ~ "' u 250 ■ ~ 0 ~ -,._ 0, -0 -'",--'",-'",--'",-'",--'",-'",-'",--21:00 1604 22:00 1180 ~ 0 0 I i;l 0 0 8 8 0 § 8 8 8 8' i;l 0 0 8 8 0 8 8 8 9. 9. 0 0 0 0 0 9. 0 N M ~ ii t3 ii "' ~ ti t! :! ~ ~ !; ~ ~ 0 " N ;; " 0 0 0 0 N N N N 23:00. 874 Time 24:00 410 I Total I 49586 I * -Volumes represent combined totals of both directions. R I.G:-_K, ENGINEERING COMPANY Tr~nsportation Division. ,. 24-Hour Volume Plot El Camino Real ~ w Between Arenal Road and Costa Del Mar Road Thursday, July 19, 2007 19 End Time Thur El Camino Real Between Arenal Road and Costa Del Mar Road 01:00 227 02:00 141 5000 03:00 73 4750 ., ~ 04:00 89 05:00 173 06:00 591 07:00 1774 08:00 2920 09:00 3333 10:00 3086 11:00 2815 12:00 3780 4500 4250 4000 3750 3500 .. 3250 " u 3000 :c 2750 " > 2500 -0 .. 2250 "' ..,. .., .., .., "' ..,. ;;: ;;: 0 0 0 ., ..,. .... ., ., .., "' .., ., "' .., ..,. .., .., .., "' 0 .., ., ;!: 0 0 N .., "' .., gi. ;;; N N N N N ..,. 13:00 4136 2000 .... "' .... "' ~ "' 14:00 4134 1750 ~ .., 15:00 3488 1500 .... N ~ 16:00 3568 17:00 4006 18:00 4318 19:00 3140 20:00 2222 1250 1000 750 500 250 0 .., ., ., 1n "' "' .... ., .., .., N ;,: .... N .., "' ~ I ■ ~ ., -.... ■ ~ ' 21:00 1669 22:00 1273 0 0 0 8 ~ ~ 0 0 0 0 0 8 8 8 8 i 0 8 i ~ 8 ~ ~ 0 " 0 0 0 0 0 0 " ~ ~ 0 ~ s ii ~ ~ ~ ~ :: ~ :, :< ~ ~ " N 23:00 883 Time 24:00 385 I Total I s2224 I * -Volumes represent combined totals of both directions. ' I ,-~!'.1 ,,1 ' '' ' :; • -,i ' , 'j .. I "~:; 1, ,,, . '-• .1-t l ,-r . ~;: ,' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 10 El Camino Real Between La Costa A venue and Levante Street Page NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 '" RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... El Camino Real: La Costa Ave to Lev ante St Location Code ............ 10 County.; .................... San Diego Recorder Set .............. 7/17/07 00:00. Recording Start ......... 7/18/07 00:00 Recording End ............ 7 /20/07 00: 00 Sample Time ................ 15 Minutes Operator Number ......... 8710 Machine Number .......... 20310 Channel ........... ; ......... A Divide .By .................. 2 Summation .......... · .... : .... No Two-Way ..................... No· Wednesday 07/18/07 Channel: A · Direction: ·N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200·1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 64 34 12 21 32 102 292 720 840 988 1016 1f33 1302 1334 1278 1420 1363 1400. 1040 905 679 493 248 105 16821 22 10 5 2 3 17 42 129 190 249 261 271 297 295 288 295 363 395 . 319 259 175 152 95 39 18 9 2 5 5 20 69 136 210 254 242 259 329 369 342 366 326 340 242 210 179 124 62 25 16 11 2 6 12 29 76 235 218 232 262 298 326 322 332 383 335 336 260 223 153 116 54 20 8 4 3 8 12 36 io5 220 222 253 251 305 350 348 .316 376 339 329 219 213 172 101 37 21 AM Peak Hour ............................... 11:30 to 12:30 1229 vehicles) AM Peak Hour Factor ..................... 93. 4% PM Peak Hour ............................... 15: 15 to 16:15 1488 vehicles) PM Peak Hour Fa.ctor ... ; ................ ; 97 .1% Thursday 07/19/07 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 jOOO 1100.1200 j300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 64 30 16 23 40 111 323 745 905 933 954 1167 1270 1293 1316 1431 1458 1404 1009 829 701 510 264 106 16902 21 17 5 8 3 19 47 133 224. 217 217 293 291 295 363 362 375 374 291 233 194 156 74 29 16 7 3 5 7 21 50 190 218 225 275 259 320 332 305 333 369 376 265 227 162 143 · 73 31 15 5 ·. 6 2 15 33 99 217 219 245 246 298 329 349 339 376 343 346 247 195 170 113 68 24 12 1 2 8 15 38 127 205 244 246 216 317 330 317 309 360 371 308 206 174 175 98 49 22 . AM Peak Hour ........ :-...................... 11: 30 to 12:30 1226 vehicles) AM Peak Hour Factor ..................... 95.8% PM Peak Hour .... , .......................... 15:30 to 16:30 1480 vehicles) PM Peak Hour Factor ....... ; ............. 98. 4% Volume Count Report .Location ................... E.l Camino Real: La Costa Ave to Levante St Location Code ............ 10 County ...................... San Diego Recorder Set ............. 7 /17 /07 00: 00 Recording Start ......... 7 /18/07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8710 Machine Number .......... 20310 Channel. .................... A . Divide By .................. 2 Summation.; ........ · .......• No Two-Way ..................... No Wednesday 07/18/07 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 .QZQ9_ 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 72 40 23 27 51 149 820 1614 1742 1561 1432 1744 1m 1534 1496 1453 1505 1668. 1111 754 566 352 210 97 21856 24 7 6 6 13 19 93 313 401 417 336 365 387 356 389 401 378 415 310 218 156 102 72 26 19 18 10 5 7 18 141 403 467 388 348 385 464 376 374 351 356 408 327 184 147 78 70 27 12 7 4 5 9 38 243 407 418 397 348 466 467 385 348 340 360 450 283 186 149 ' 93 41 23 17 8 3 11 22 74 343 491 .456 359 400 528 459 417 385 361 411 395 251 166 114 79 27 21 AM Peak Hour ....... : ....................... 11: 30 to 12,: 30 ( 1845 vehicles) AM Peak Hour Factor ....... , .............. 87. 4% PM Peak Hour ............... : ............... 11: 45 to 12:45 1846 ·vehicles)· PM Peak Hour Factor: ............ : ....... 87. 4% Thursday 07/19/07 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 .QZQ9_ 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800)900 2000 2100 2200 2300 2400 Totals 62 37 28 27 54 160 863 1452 1726 1577 1420 1581 1677 1546 1587 1719 1775 1914 13~9 807 535 388 246 119 22629 21 . 9 9 5 5 14 107 303 413 429 314 393 420 391 413 445 406 428 427 223 140 137 82 44 10 14 7 5 12 37. 135 355 428 391 360 413 413 386 368 437 · 425 558 349 .203 156 93 72 26 15 5 9 11 14 31 279 343 466 369 3.68 393 424 372 402 373 436 496 303 195 112 90 50 27 16 9 3 6 23 76 342 451 419 366 376 362 420 397 404 · 464 506 430 250 166 127 68. 42 20 AM Peak Hour ..................... , •......•. 07: 45 to 08:45 1758 vehicles) AM Peak Hour Factor ..................... 94. 3% PM Peak Hour ............................... 16:45 to 17:45 1990 vehicles) PM Peak Hour Factor ..................... 89.2% Weekly Summary Report Location ......................... El Camino Rea1: La Costa Ave to Levante St Location Code .................. 10 County ............................ San ·Diego Recorder Set ................... 7 /17 /07 00: 00 Recording Start ............... 7 /18/07 00: oo Recording End .................. 7 /20/07 00: 00 Sample Time .. , .... ,,,; .... , ..... 15 Minutes Operator Nwnber ............... 8710 Machine Nube.r .................. 20310 Channel. .......................... A Recorder Mo.de, .................. Volume Week of Ju1y·1s, 2007 Channel: A Direction: ·N End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 64 64 64 64 02:00 34 30 32 32 03:00 12 16 14 14 04:00 21 23 22 22 05:00 32 40 36 36 06:00 102 111 107 107 07:00 292 323 308 308 08:00 720 745 733 733 09:00 840 905 873 .873 10:00 988 933 961 961 1.1: 00 1016 954 985 985 12:00 1133 1167 1150 1150 13:00 1302 1270 1286 1286 14:00 1334 1293 1314 1314 15:00 1278 , 1316 1297 1297 16:00 1420 1431 1426 1426 17:00 1363 1458 1411 1411 18:00 1400 1404 1402 1402 19:00 1040 1009 1025 1025 20:00 905 829 867 867 21:00 679 701. 690 690 22:00 493 510 502 502 23:00 248 264 256 256 24:00 105 106 106 106 Totals 16821 16902 16862 16862 % Avg Wkday 99.8 100.2 % Avg Day· 99.8 100.2 AM Peak Hour 12:00 12:00 AM Count 1133 1167 PM Peak Hour 16:00 17:00 PM Count 1420 1458 Weekly Summary Report Location, ........................ El Camino Rea.l: La Costa Ave to Levante St Location Code .... ; ............. 10 County ..... ; ...................... San Diego R.ecorder Set .................... 7 /17 /07 · 00: 00 .Recording Start ............... 7/18/07 00:00 Recording End .................. 7/20/07 00: 00 Sample Time ....... , ............ ,· 15 Minutes ·operator Number ............... 8710 Machine Nuber ............... ; .. 2031Q Channel ...................... , .. ;. A Recorder Mode ................... Volume Week of July 15, 2007 Channel: A Direction·: s End 15 16 17 18 19 20 21 Wkday Daily ·Time sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 72 62 67 67 02:00 40 37 39 39 . 03:00 23 28 26 26 04:00 27 27 27 27 05:0b 51 54 53 53. 06:00 149 160 155 155 ( -, 07:00 820 863 842 842 "1 08·:00 1614 1452 1533 1533 09:00 1742 1726 1734 1734 10:00 1561 1577 1569 1569 11:00 1432 1420 1426 1426 12:00 1744 1581 1663 1663 13:00 177·7 1677 1727 1727 14:00 1534 1546' 1540 1540 15:00 . 1496 1587 1542 1542 16:00 1453 1719 1586 1,586 17:00 1505 1775. 1640 1640 18:00 1668 1914 1791 1791 19:00 1171 1329 1250 1250 20:00 754 807 781 781 21:00 566. 535 551 551 22:00 352 388 370 370 23:00 210 246 228 . 228 24:00 97 119 108 108 Totals 21858 22629 22244 22244 % Avg Wkday 98.3 101.7 % Avg Day 98.3 101. 7 AM Peak Hour 12:00 09:00 AM Count 1744 1726 PM Peak Hour 13:00 18:00 PM Count 1777 1914 ENGINEERING COMPANY Transportation DivisioTl \ 24-Hour Volume Plot · El Camino Real • W .. Between La Costa Avenue and Levante Street Wednesday, July 18, 2007 18 End Time Wed El Camino Real Between La· Costa Avenue and Levante Street 01:00 136 02:00 74 4000 03:00 35 3750 04:00 48 3500 05:00 83 06:00. · ·251 07:00 1112 08:00 2334 09:00 2582 10:00 2549. 3250 3000 2750 ,. 2500 .. u :c 2250 a, ., ,-.. «> ,-.. 0 ., -~ ., 0 ,-.. "' «> ;!: «> "' ., ., ., "' "' "' ,-.. "' "' ., a, "' "' ... ., ... "' "' ... "' "' ... "' "' "' -"' "' .. 11:00 . 2448 12:00 2877 > 2000 -0 .. 1750 a, "' «> -13:00 · 3079 14:00 2868 15:00 2774 1500 1250 "' "' ... "' ---- 16:00 2873 1000 "' ;;\· 17:00 2868 750 ., "' 18:00 3068 19:00 2211 20:00 1659. 500 250 0 ... «> ;;; I ~ "' "' -~ "' ., ~--l. --"' ... ....,. ....,. ...,_ ....,. ...,_ ...,_ '-,, . 21:00 1245 22:00 845 ~ 8 0 ~ 8 8· 8 0 0 8 ~ 0 ~ i 0 8 0 8 8 ~ ~-0 ~ 0 "' 0 0 ~ 0 "' 0 0 0 3 M " /g " ;; .,; ~ ~ ~ ~ . :: $! ~ ;; "' " 0 0 0 0 0 N N N N 23:00 458 Time 24:00 202 I Total I 38679 I • -Vo~uffles represent combitied totals of both directions. ENGINEERING COMPANY Transportatiori Division '" 24-HoL!r Volume Plot El Camino Real • . . . Between La Costa Avenue and Levante Street 19 End Time Thur 01:00 · 126 · 02:00 67 03:00 44 04:00 50 05:00 94 06:00 271 07:00 1186 08:00 2197 09:00 2631 · 10:00 2510 11:00 2374 12:00 2748 13:00 2947 14:00 2839 15:00 2903 16:00 3150 17:00 3233 18:00 3318 19:00 2338 20:00 1636 21:00 1236 ·22:00 · 898 23:00. 510 24:00 225 I Total I 39531 I 4000 3750 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 . <O ~ -~ 0 ,_ "' 8 " 0 Thursday, July 19, 2007 El Camino Real Between La Costa Avenue and Levante Street . ., "' ;;; 0 "' "' N "' ,_ ;;; "' ... 0, "' 0, 0 ., N "' 0, ... ., N ;;; ,_ N <O 0 N N ~ ... ., N ,_ "' ,_ "' "' 0, N N " "' "' "' ~ "' "' "' ~ N ~ ~ ., 0, ., 0 ~ "' ,:: I "' N N N ... 0 ... I I ... "' m -· ~ ...,. ...,. ~ ...,. '-r ~ '-r 8 ~ 8 i ~ ~ 0 0 § ~ f;l. 8 0 8. 8 0 0 8 [;l 0 ~ 0 0 0 0 0 ~ ~ 0 ;; ~ " ~ :, ;! ~ 1" ~ !!! 0 ;; 0 <a 0 0 N ·N N N N Time. • -Volumes represent combine_d totals of both directions: . CJ:TY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 11 El Camino Real Between Levante Street and Calle Barcelona Page NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division · Volume Count Report Location ................... El Camino Real:\ Levante· to Calle Barcelona Location Code ..... ; ...... 11 County ...................... San Diego Recorder Set ............. 7/16/07 00:00 Recording Start ......... 7 /17 /07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8711 Machine Number ........... 20311 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/18/07 _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 75 38 14 21 28 87 323 683 798 963 1009 1136 1353 1307 1302 1411 1395 1507 1114 925 728 542 263 120 17142 27 11 4 2 4 15 40 120 181 243 254 269 324 315 335 324 381 428 318 25~ 189 164 95 49 17 10 4 6 4 15 72 134 208 246 261 269 317 349 301 349 . 326 350 258 231 186 147 71 27 23 10 2 6 9 27 83 222 201 242 261 281 340 324 333 389 373 361 278 216 163 122 60 25 8 7 4 7 11 30 128 207 208 232 233 317 372 319 333 349 315 368 260 220 190 109 37 19 AM Peak Hour ................... .-....... : ... 11::fo to 12:30 11239 vehicles) AM Peak Hour Factor ..................... 95. 6% PM Peak Hour ............................... 17:00 to 18:00 1507 vehicl_es) PM Peak Hour Factor ................ .-.... 88. 0% Thursday 07/19/07 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 69 36 15 25 38 91 352 692 832 895 955 1190 1271 1314 1297 1406 1479 1491 1037 892 718 539 293 116 17043 23 22 5 . 11 2 15 43 122 190 200 239 · 294 257 317 354 345 380 411 260 238 185 175 88 31 18 9 2. 5 8 17 58 175 202 210 249 282 342 346 309 338 379 377 289 225 168 144 75 36 17 5 5 2 14 24 103 197 215 237 247 277 328 334 333 400 364 354 267 223 188 124 72 27 11 0 3 7 14 35 148 198 225 248 220 337 344 317 301 323 356 349 221 206 177 96 58 22 AM Peak Hour ............................... 11:30 to 12:30 1213 vehicles) AM Peak Hour Factor ..................... 88. 7% PM Peak Hour ............................... 16: 15 to 17:15 1510 vehicles) PM Peak -Hour Factor ..................... 91. 8% Volume Count Report Location ................... El Camino Real: Levante to Calle Barcelona Location Code ... : ......•. 11 County .......•.............. San Diego Recorder Set ............. 7/16/07 00:00 Recording Start ......... 7 /1 7 /07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time .•..•......•... 15 Minutes Operator Number •.•...... 8711 Machine Number ...•..•... 20311 Channel ..............•..•... A Divide By ............... ; .. 2 Summation .................. No Two-Way ..................... No Wednesday 07/18/07 Channel.: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 62 36 21 30 50 160 736 1648 1807 1573 1432 1742 1820 1544 1501 1498 1535 1647 1176 746 535 319 195 99 21912 18 6 5 5 12 23 91 341 389 410 344 382 449 363 365 400 399 412 31-1 225 154 87 77 27 17 14 10 6 5 22 122 376 493 407 354 393 460 381 377 349 359 432 311 174 146 78 56 29 13 8 3 5 10 43 215 450 461 379 355 451 436 379 362 399 374 435 284 166 128 77 41 22 14 8 3 14 23 72 308 481 464 377 379 516 475 421 397 350 403 368 270 181 107' 77 21 21 ·AM Peak Hour ............................... 11: 30 to 12:30 1876 vehicles) AM Peak Hour Factor .•................... 90. 9% PM Peak Hour ............................... 11: 45 to 12:45 1861 vehicles) PM Peak Hour Factor ..................... 90. 2% Thursday 07/19/07 Channel.: A Direction: s 0100 0200' 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 62 32 23 27 53 178 754 1519 1770 1586 1477 1646 1638 1546 1593 1790 1697 1899 1313 794 519 382 235 103 22636 22, 9 5 6 5 19 101 332 436 433 347 417 425 377 424 448 410 457 422 231 130 131 76 40 10 13 6 4 10 43 126 352 432 386 372 419 407 385 367 439 387 492 353 200 159 99 68 27 13 3 9 12 13 40 241 371 434 388 360 400 403 387 409 440 440 531 313 185 106 89 53 13 17 7 3 5 25 76 286 464 468 379 398 410 403 397 393 463 460 419 225 178 124 63 38 23 AM Peak Hour ....••.........•..............• 08:00 to 09:00 1770 vehicles) AM Peak Hour Factor .•................... 94. 6% PM Peak Hour •• ; •...•...•..•.•......•.•...•. 16 : 4 5 to 17:45 1940 vehicles) PM Peak Hour Factor .•.....•.....•....... 91. 3% Weekly Summary Report Location ......................... El Camino Real: Levant.e to Calle Barcelona Location Code .................. 11 County ............................ San Diego Recorder Set ................... 7/16/07 00:00 Recording Start ............... 7/17/07 00:00 Recording End .................. 7 /20/07 00: 00 Sample Time ....... ; ............. 15 Minutes Operator Number ....... · ........ 8711 Machine Nuber .................. 20311 Channel ........................... A Recorder Mode .................. Volume Week of July 15, 2007 Channel: A Direction: N End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg, 01:00 75 69 72 72 02:00 38 36 37 37 03:00 14 15 15 15 04:00 21 25 23 23 05:00 28 38 33 33 06:00 87 91 89 89 ,,,,--07:00 323 352 338 338 08:00 683 692 688 688 09:00 798 832 815 815 10:00 963 895 929 929 11:00 1009 955 982 982 12:00 1136 1190 1163 1163 13:00 1353 1271 1312 1312 14:00 1307 1314 1311 1311 15:00 1302 1297 1300 1300 16:00 1411 1406 . 1409 1409 17:00 1395 1479 1437 1437 18:00 1507 1491 1499 1499 19:00 1114 1037 1076 1076 20:00 925 892 909 909 21:00 728 718 723 723 22:00 542 539 541 541 23:00 263 293 278 278 24:00 120 116 118 118 Totals 17142 17043 17093 17093 % AvgWkday 100.3 99.7 % Avg Day 100.3 99.7 AM Peak Hour 12:00 12:00 AM Count 1136 1190· PM Peak Hour 18:00 18:00 PM Count 1507 1491 Weekly Summary Report Location ......................... El Camino Real: Levante to Calle· Barcelona Location Code, ................. 11 County ............................ San Diego Recorder Set ................... 7 /16/07 00: 00 Recording Start ............... 7 /17/07 00: 00 Recording End .................. 7 /20/07 00: 00 Sample Time .......... · ........... 15 Minutes Operator Number ....... , ....... 8711 Machine Nuber ................... 20311 Channel. .......................... A Recorder Mode .................. Volume Week of July 15, 2007 Channel: A Direction: S End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 62 62 62 62 02:00 36 32 34 34 03:00 21 23 22 22 04:00 30 27 29 29 05:00 50 53 52 52 06:00 160 178 169 169 07:00 736 754 745 745 08:00 1648 1519 1584 1584 09:00 1807 177.0 1789 1789 10 :. 00 157~ 1586 1580 1580 11:00 1432 1477 1455 1455 12:00 1742 1646 1694 1694 13:00 1820 1638 1729 1729 14:00 1544 1546 1545 1545 15:00 1501 1593 1547 1547 16:00 1498 1790 1644 1644 17:00 1535 1697 1616 1616 18:00 1647 1899 1773 1773 19:00 1176 1313 1245 1245 20:00 746 794 770 770 21:00 535 519 527 527 22:00 319 382 351 351 23:00 195 235 215 215 24:00 99 103 101 101 Totals 21912 22636 22274 22274 % Avg Wkday 98.4 101. 6 % Avg Day 98.4 101. 6 AM Peak Hour 09:00 09:00 AM Count 1807 1770 PM Peak Hour 13:00 18:00 PM Count 1820 1899 ;R:t:•c: K . . '. '" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot El Camino Real • . . . Between Levante Street and Calle Barcelona Wednesday, July 18, 2007 18 End Time Wed El Camino Real Between Levante Street and Calle Barcelona 01:00 137 02:00 74 ·. 4000 03:00 35 3750 04:00 51 05:00 78 06:00 247 07:00 1059 08:00 2331 09:00 2605 10:00 2536 3500 3250 3000 2750 (I) 2500 m .; :E 2250 "' ... .... "' ., ;;; en 0 ;;; -"' 0 "' .... "' en en ., ., 0 N N "' N N ., 0 '° N '° "' ~ -N "' "' N 0 "' N en N N N 11:00 2441 12:00 2878 ~ 2000 -0 .. 1750 ,:: '° -13:00 3173 1500 "' '° 14:00 2851 15:00 2803 16:00 2909 1250 1000 en N "' -0 .-;;; a:, 17:00 2930 750 . a:, "' 18:00 3154 19:00 2290 20:00 1671 500 250 0 r--jJ .... ~ "' -;'! "' ;;; a:, I ■ "' .... ...,. ~ ...,. ...,. ~ 21:00 1263 22:00 861 ~ a a ~ 8 ~ a a 8 ,O a a a 8 a ~ 8 ~ 8 a a a I 8 " a " a " ~ ~ a a a " ~ 0 N ;.; . :g !; iri i» ~ ~ : ~ ~ C: ~ ~ 0 " ., a a a a N N 23:00 458 Time 24:00 219 I Total I 39054 I "' -Volumes represent combined totals of both directions. .RI-ck· ENGINEERING COMPANY Transportation Division '" 24-Hour Volume Plot El c·amino Real • . . . . Between Levante Street and Calle Barcelona· 19 End Time Thur 01:00 131 02:00 68 03:00 38 04:00 52 05:00 91 06:00 269 07:00 1106 08:00 2211 09:00 2602 10:00 2481 11:00 2432 · 12:00 2836 13:00 2909 14:00 2860 15:00 2890 16:00 3196 17:00 3176 18:00 3390 19:00 2350 20:00 1686 21:00 1237 22:00 921 23:00 528 24:00 219 I Total I 39(379 I "' ., u :E ., > -0 .. 4000 3750 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 ;;; ~ "' . ~ 0 8 s, 0 N 0 Thursday,.July 19, 2007 El Camino Real Between Levante Street and Calle Barcelona 0 C, <O <O "' C, .... "' C, 0 ;;; ;;; <O 0 0 C, "' C, <O "' "' N "' N N N N 0 ~ <O "' N N "' "' 0 N "' ., N "' « N N <O "' <O ~ .... <O "' N 0 ~ ~ ~ « C, "' N ., C, C, <O N « "' N ~ L _I "' ., C, --'-r ' ~ ~ ....,. 0 8 8 I 8 8 8 0 ~ 0 8 ; 8 8 0 0 0 8 0 ~ 0 0 0 g ~ s, 0 0 s, 0 s, " ;i " ~ 8 iri I' ~ ~ :, ~ ~ 0 " " ~ 0 0 0 N N N Time * -Volumes represent combined totats of both directions .. ' ' . ,· i'' _ _:,' ' CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 12 Melrose Drive Between Lionshead 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 fl.I Page 1 2 3 4 5 6 Voluine Count Report Location ................... Melrose Dr: P. A. R. to Lionshead Ave Location Code ............ 12 County ...................... San Diego Recorder Set ............. 7 /23/07 00: 00 Recording Start ......... 7/24/07 00:00 Recording End ............ 7)26/07 00: 00 Sample Time; .............. 15 Minutes Operator Number ......... 8712 Machine Number .... : ..... 20312 Channel ..................... A Divide By .................. 2 Summation ........... ; .... ;. No Two-Way ..................... No Tuesday 0.7 /24/07 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 17 21 19 55 175 351 647 625 506 501 588. 620 697 829 1051 1157 ·1229 838 529 385 282 213 170 11594 31 2 5 8 18 54 121 178 143 132 142 149 163 178 228 265 303 269 160 91 86 66 60 27 5 3 2 8 16 78 136 151 118 113 143 153 174 183 262 314 298 202 121 103 62 55 52 15 5 3 11 14 50 90 184 147 118 118 140 171 182 222 262 266 316 177 121 102 71 47 36 16 5 10 5 25 91 129 206 149 127 138 163 147 178 246 299 312 312 190 127 89 63 45 22 AM Peak Hour ............................... 07:30 to 08:30 719 vehicles) AM Peak Hour Factor ..................... 87. 3% PM Peak Hour ............................... 16:.45 to 17:45 1229 vehicles) PM Peak Hour Factor ..................... 97.2% Wednesday 07/25/07 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 93 30 19 18 35 171 349 645 632 479 472 583 684 661 844 998 1182 1170 896 528 413 329 234 161 11626 40 11 6 3 7 18 69 107 164 107 98 116 174 145 165 213 304 304 275 138 113 90 58 60 22 . 4 4 4 7 25 63 138 150 140 123 137 170 162 171 225 285 292 227 152 112 105 63 46 22 6 2 5 8 55 97 173 164 103 135 156 169 176 261 273 306 310 206 124 96 68 58 33 9 9 7 6 13 73 120 227 154 129 116 174 171 178 247 287 287 264 188 114 92 66 55 22 AM Peak Hour ............................... 07: 30 to 08:30 714 vehicles) . AM Peak Hour Factor ..................... 78. 6% PM Peak Hour ...... ; ........................ 16:45 to 17:45 1193 vehicles) PM Peak Hour Factor .. · ................... 96.2% Volume Count Report Location .••................ Melrose Dr: P. A. R. to Lionshead Ave Location Code ............ 12 County ...................... San Diego Recorder Set ............. 7 /23/07 00: 00 Recording Start ......... 7 /24/07 00: 00 Recording End ............ 7 /2 6/07 00: 00 Sample Time .. , ............ 15 Minutes .Operator Number ......... 8712 Machine Number., ........ 20312 Channel ..................... A Divide By .................. 2 Summation, ................. No Two-Way ..................... No Tuesday 07/24/07 Channel: A. Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 jOOO 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 38 24 21 27 167 593 1273 1717 1348 935 818 752 886 903 797 762 854 890 534 354 251 242 130 84 14400 12 6 5 3 16 75 203 363 410 245 196 173 196 . 207 224 162 201 289 172 93 56 74 45 28 11 6 3 4 36 93 .263 415 394 255 209 181 226 230 196 176 211 220 148 90 69 67 29 29 7 6 7 6 57 175 356 436 280 233 221 201 222 242 203 240 235 194 110 80 67 51 30 13 8 6 6 14 58 250 451 503 264 202 192 197 242 224 174 184 207 187 104 91 59 50 26 14 AM Peak Hour ............................... 07:15 to 08:15 1764 vehicles) AM Peak Hour Factor ..................... 87. 7% PM Peak Hour ..................... : ......... 16: 30 to 17:30 951 vehicles) PM Peak Hour Factor ..................... 82.3% Wednesday 07/25/07 Channel: A Di·rection: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 170018001900 2000 2100 2200 2300 2400 Totals 44 15 31 31 161 607 1290 1712 1369 940 770 784 944 889 814 705 799 888 470 350 298 225 129 105 14370 15 5 7 4 · 19 73 196 376 406 230 211 169 215 230 233 162 172 282 100 108 92 64 41 37 9 4 4 3 26 102 262 406 384 232 188 174 216 224 209 168 173 224 138 90 72 55 24 32 10 3. 7 8 60 190 390 429 292 242 178 196 266 215 197 198 229 191 124 74 62 66 25 16 10 3 13 16 56 242 442 501 287 236 193 245 247 220 175 177 225 191 108 78 72 40 39 20 AM Peak Hour ............................... 07: 15 to os:i5 1742 vehicles) AM Peak Hour Factor ..................... 86.9% PM Peak Hour ............................... 12:30 to 13:30 967 vehicles) PM Peak Hour Factor ..................... 90.9% Weekly Summary Report Location ......................... Melrose Dr: P. A. R. to Lionshead Ave Location Code .................. 12. County ............................ San Diego· Recorder Set ................... 7 /23,/07 00: 00 Recording Start ............... 7/24/0'J 00:00 Recording End .................. 7/26/07 00:00 Sample Time ..................... 15 Minutes ,Operator Number ............... 8712 Machine Nuber ................. , 20312 Channel. .......................... A · Recorder Mode .......... , ....... Volume Week of July 22, 2007 Channel: A Direction: N End 22 23 24 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 89 93 91 91 02:00 17 30 24 24 03:00 21 19 20 20 04:00 19 18 19 19 05:00 55 35 45 45 06:00 175 171 173 173 07:00 351 349 350 350 08:00 647 645 646 646 09:00 625 632 629 629 10:00 506 479 / 493 493 11: 00 501 . 472 487 487 12:00 588 583 586 586 13:00 620 684 652 652 14:00 697 661 679 679 15:00 829 844 837 837 16:00 1051 998 1025 1025 17:00 1157 1182 1170 117_0 18:00 1229 1170 1200 1200 19:00 838 896 867 867 20:00 529 528 529 529 21:00 385 413 399 399 22:00 282 329 306 306 23:00 213 234 224 224 24:00 170 161 166 166 Totals 11594 11626 11610 11610 % Avg Wkday 99.9 100.l % Avg Day 99.9 100.1 AM Peak Hour 08:00 08:00 AM Count 647 645 PM Peak Hour 18:00 17:00 PM Count 1229 1182 Weekly Summary Report Location ................ o' ........ Melrose Dr: P. A. R. to Lionshead Ave Location Code .................. 12 County ............................ San Diego Recorder Set ................... 7 /23/07 00: 00 Recording Start ............... 7 /24/07 00: 00 Recording End .................. 7 /26/07 00: 00 Sample Time ......... · ............ 15 Minutes Operator Number ............... 8712 Machine Nuber .................. 20312 Channel. .......................... A REacorder Mode .................. Volume Week of July 22, 2007 Channel: A Direction: S End 22 23 24 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 38 44 41 41 02:00 24 15 20 20 03:00 21 31 26 26 04.: 00 27 31 29 29 05:00 167 161 164 164 06.: 00 593 607 600 600 07:00 1273 1290 1282 1i82 08:00 1717 1712 1715 1715 09:00 1348 1369 1359 1359 10:00 935 940 938 938 11:00 818 77d 794 .794 12:00 752 784 768 768 13:00 886 944 915 915 14:00 903 889 896 896 15:00 797 814 806 806 16:00 762 705 734 734 17:00 854 799 827 827 18:00 890 888 889 . 889 19:00 534 470 502 502 20:00 354 350 352 352 21:00 251 298 275 275 22:00 242 225 234 234 23:00 130 129 13,0 130 24:00 . 84 105 95 95 Totals 14400 14370 14385 14385 % Avg Wkday 100.1 99.9 % Avg Day · 100·. 1 99.9 AM Peak Hour 08:00 08:00 AM Count 1717 1712 PM Peak Hour 14:00 13:00 PM Count 903 944 ENGINEERING COMPANY 24-Hour Volume Plot Transportation Di'Vision. Melrose Drive • . . Between Palomar Airport Road and Lionshead Avenue 24 End Time Tue 01:00 127 02:00 41 03:00 42 04:00 46 05:00 222 06:00 768 07:00 · 1624 08:00 2364 09:00 1973 10:00 I 1441 11:00 1319 12:00 1340 13:00 1506 14:00 1600 15:00 1626: 16:00 1813 17:00 2011 18:00 2119 19:00 1372 20:00 883 21:00 636 22:00 524 23:00. :343 24:00 254 I Total I 25994 j "' m u :c m > -0 "" 2800 2700 2600 2500 2400 2300 2200 2:10D 2000 1900 1800 1700 1600 1500 1400 1300 1200 1100 1000 900 800 700 600 500 400 300 200 100 0 ... N ~ ■ Tuesday, July 24, 2007 . Melrose Drive Between Palomar Airport Road and Lionshead Ave. .... <O ., N ., ... a, ~ .... N· <O <O ~ ;;: 0 "' .... a, 0 ~ ~ ;;; .... ., ~ ~ "' <O ... N N N I ;;: N <O .... .... .. . Time a, ~ ~ ;;; 0 ., "' .; 0 <O ~ 0 N <O <O ~ ~ N ... ., ~ ., a, a, <O ., <O ..... . .... N "' ., .... ., I 8 ' g i:i ii .... "' N 1 .. -Vofumei represent combined totals of both directions. I ENGINEERING COMPANY. Transportation Division 24-Hour Volume Plot Melrose Drive • . . Between Palomar Airport Road and Lionshead Avenue 25 End Time Wed 01:00 137 02:00 45 03:00 50 04:00 49 05:00 196 06:00 778 07:00 1639 08:00 2357 09:00 2001 10:00 1419 11:00 1242 12:00 1367 13:00 1628 14:00 1550 15:00 1658 16:00 · 1703· 17:00 1981 18:00 2058 19:00 1366 20:00 878 21:00 711 22:00 554 23:00 363 24:00 266 Total I 25996 J ,2700 2600 2500 2400 2300 2200 2100 2000 1900 1800 ~ 1700 0 1609 :E 1500 ~ 1400 '(i 1300 ~ 1200 1100 1000 900 800 700 sop 600 400 300 200 100 0 ,._ <') -.I 0 9. 0 Wednesday, July 25, 2007 Melrose. Drive Between Palomar Airport Road and Lionshead Ave. ,._ ., .., N a, 0 -., a, 0 0 "' N N - a, .., "' a, 0 "' N 0 ., ,._ "' co -co ., ---"' ., :;; ,._ -"' "' "' N "' "' ..,. --~ a, a, ,._ a, ,._ ,._ -;:: ..,. ., ., .., "' co <') co co 0, N -J ., 0 0, ..,. ., ..,. --- ~ ~ 0 8 0 8 0 i 8 0 ~ ~ 0 i 0 8 8 8 0 8 ~ ~ 0 0 0 0 0 ~ ; ; ~ 0 0 M 15 ~ .i'i ~ in ~ ~ ~ 0 ;; ;; ~ 0 0 0 N N Time * • Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 13 Melrose Drive Between Paiomar Airport Road and Rancho Bravado NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... Melrose Dr: P. A. R. to Rancho Bravado Location Code ............ 13 County ...................... San Diego Recorder Set.: ........... 7/09/07 00:00 Recording Start· .......... _7 /10/07 00: 00 Recording End ............ 7 /12/07 00: 00 Sample Time ... _ ............ 15 Minutes Operator Number ......... 8712 Machine Number .......... 20312 Channel ..... _. ............... A Divide By .................. 2 Summation.· ............. : ... No Two-Way ...................•. No Tuesday 07 il0/07 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 16 8 18 38 165 385 866 791 557 475 450 557 553 556 678 699 710 512 321 209. 164 124 65 8958 13 8 0 3 19 55 152 203 151 129 116 122 142 137 167 166 156 163 91 53 51 44 20 11 3 2 3 5 35 84 208 186 131 116 98 145 148 149 154 165 205 135 95 56 41, 32 13 11 4 2 6 9 42 107 234 219 139 113 120 134 126 131 190 184 175 122 73 48 39 25 19 6 3 9 21 69 139 272 183 136 117 116 156 137 139 167 184 174 92 62 52 33 23 ·13 AM Peak. Hour ..•............•................ 07: 15 to 08:15 917 vehicles) AM Peak Hour .Factor .......... , .......... 84. 3% PM Peak Hour •..........•................... 16:30 to 17:30 729 vehicles) PM Peak Hour Factor ..................... 88.9% Wednesday 07/11/07 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 33 10 13. 21 44 155 378 851 753 560 504 459 496 494 555 678 727 802 522 322 227 187 147 79 9017 7 3 1 5 5 19 59 166 206 167 128 98 120 103 144 155 175 183 164 74 69 55 51 20 7 2 4 4 10 20 77 193 183 136 137 90 125 137 139 170 172 243 119 92 57 42 43 23 10 3 4 4 10 50 124 215 199 111 133 138 109 114 146 181 183 213 136 77 51 46 30 25 9 2 4 8 19 66 118 277 165 146 106 133 142 140 126 172 197 163 103 79 50 44 23 11 AM Peak Hour ....................•.......... 07:15 to 08:15 891 vehicles) AM Peak Hour Factor ............•........ 80. 4% PM Peak Hour ........................••..... 16: 4-5 to 17:45 836 vehicles) PM Peak Hour Factor ..................... 8 6. 0 % Volume Count Report Location ................... Melrose Dr: P. A. R. to Rancho Bravado Location Code ............ 13 County ...................... San Diego Recorder Set ............. 7/09/07 00:00 Recording Start ......... 7 /_10/07 00: 00 Recording End ............ 7 /12/07 00: 00 .Sample Time ............... 15 Minutes Operator Number ......... 8712 Machine Number .......... 20312 Channel-......•..•...•...... A Divide By .................. 2 Summation .........••....... No Two-Way •.................... No Tuesday 07/10/07 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 38 26 10 12 27 119 527 721 544 488 399 451 484 510 466 576 746 879 588 389 290 260 150 101 8801 16 10 5 2 10 86 180 150 117 92 104 116 129 88 107 164 249 155 114 77 82 48 37 6 4 3 4 6 20 106 151 154 141 99 118 119 164 113 134 185 230 157 110 79 67 35 28 7 3 4 11 37 178 200 120 118 88 99 138 108 123 183 189 205 138 95 66 49 31 19 9 9, 3 8 52 157 190 120 112 120 130 111 109 142 152 208 195 138 70 68 62 36 17 AM Peak Hour ......................... ·.· .•.. 07: 00 to 08:00 721· vehicles) .AM Peak Hour Factor ..................... 90 .1% PM Peak Hour ............................. · .. 16: 45 to 17:45 892 vehicies) PM Peak Hour Factor .................•... 89. 6% Wednesday 07/11/07' 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 45 15 29 18 27 114 494 701 574 539 401 423 464 446 488 535 605 879 611 457 327 261 168 87 8708 16 4 4 5 3 9 69 174 153 129 94 111 110 116 117 128 151 200 178 114 73 75 58 29 13 4 7 5 8 15 114 179 158 119 103 98 129 112 115 122 141 242 152 114 84 70 41 22 6 3 10 3 6 42 164 181 152 148 91 89 103 113 139 139 171 230 158 110 74 63 34 15 10 4 8 5 10 48 147 167 111 143 113 125 122 105 117 • 146 142 207 123 119 96 53 35 21 AM Peak Hour ............................... 07: 00 to 08:00 701 vehicles) AM Peak Hour Factor ..................... 96. 8% PM Peak Hour ............................... 17: 00 to 18:00 879 vehicles) PM Peak Hour Factor ..................... 90. 8% Weekly Summary Report Location ......................... Melrose Dr: P. A. R. to Rancho Bravado Location Code .................. 13 County ............................ San Diego Recorder Set ................... 7/09/07 00:00 Recording Start ..•............ 7 /10/07 00: 00 Recording End .................. 7 /12/07 00: 00 Sample Time ..................... 15 Minutes .Operator Number ............... 8712· Machine Nuber .............. ; .. ,20312 Channel. ................. ; .... : ... A Recorder Mode .................. Volume Week of July 8, 2007 Channel: A Direction: N End· 08 09 10 11 12 13 14 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 41 33 37 37 02:00 16 10 13 13 03:00 8 13 11 11 04:00 18 21 20 20 05:00 38 44 41 41 06:00 165 155 160 160 07:00 385 378 382 382 08:00 866 851 859 859 09: o.o 791 753 772 772 10:00 557 560 559 559 11:00 475 504 490 490 12:00 450 459 455 455 13:00 557 496 527 527 14:00 553 494 524 524 15:00 556 555 556 556 16:00 678 678 678 678 17:00 699 727 713 713 18:00 710 802 756 756 19:00 512 522 517 517 20:00 321 322 322 322 21:00 209 227 218 218 22:00 164 187 176 176 23:00 124 147 136 136 24:00 65 79 72 72 Totals 8958 9017 8988 8988 % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 AM Peak Hour 08:00 08:00 AM Count 866 851 PM Peak Hour 18:00 18:00 PM Count 710 802 Weekly Summary Report Location ......................... Melrose Dr: P.A. R. to Rancho Bravado Location Code .................. 13 County .................. ; ......... San Diego Recorder Set ................... 7/09/07 00:00 Recording Start ............... 7 /10/07 00: 00 Recording End .............. : ... 7/12/07 00:00 Sample Time ..................... 15 · Minutes Operator Number ............... 8712 / Machine Nuber .................. 20312 Channel. ........................... A Recorder Mode .. , .............. ;volume Week of Jul.y 8, 2007 Channel.: A Direction: S End 08 09 10 11 12 13 14 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 38 45 42 42 02:00 26 15 21 21 03:00 10 29 20 20 04:00 12 18 15 15 05:00 27 27 27 27 06:00 119 114 117 117 07:00 527 494 511 511 08:00 721 701 711 711 09:00 544 574 559 559 10:00 488 539 514 514 11:00 399 401 400 400 12:00 451. 423 437 437 13:00 484 464 474 474 14:00 510 446 478 478 15:00 466 488 477 477 16:00 576 535 556 556 17:00 746 605 676 676 18 :.00 879 879 879 879 19:00 588 611 600 600 20:00 3.89 457 423 423 21:00 290 327 309 309 22:00 260 261 261 261 23:00 150 168 159 159 24:00 101 87 94 94 Totals 8801 8708 8755 8755 % Avg Wkday 100.5 99.5 % Avg Day 100.5 99.5 AM Peak Hour 08: 00. 08:00 AM Count 721 701 PM Peak Hour 18:00 18:00 PM Count 879 879 ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Melrose Drive • Between Palomar Airport Road and Rancho Bravado Tuesday, July 10, 2007 10 End Time Tue Melrose Drive Between Palomar Airport Road and Rancho Bravado 01:00 79 02:00 42 1800 03:00 18 1700 ,_ "' ., ., 04:00 30 1600 "' "' ~ ~ "' 05:00 65 1500 ... "' :!: 06:00 284 07:00 912 1400 1300 "' "' ... ~ "' N ~ 08:00 1587 09:00 1335 10:00 1045 11:00 874 1200 U) a, 1100 u :E 1000 a, > 900 - 0 "' "' 0 ... ::;: "' N :;: 0 N 0 0 ~ 0 ~ ~ ~ N 0 '" ;:! ., "' 12:00 901 13:00 1041 0 .. BOO 700 0 ;:: 14:00 1063 . 600 "' "' 15:00 1022 500 ... ... N 16:00 1254 17:00 1445 400 300 ... ... ... ., ,_ N N "' 18:00 1589 200 "' ~ 19:00 1100 20:00 710 100 0 "' "' u ,_ N ., 0 "' ■ ... ~ "' -■ . ~ --~ -'-,-~ -'-,-~ 21:00 499 22:00· 424 8 0 8 8 8 0 8 0 0 ~ ~ :,: . Cri ~ ~ ~ . - 23:00 274 Time 24:00 166 I Total I 17759 I • -Volumes represent corribined totals of both directions. '" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Melrose Drive ~. \1(£1 Between Palomar Airport Road and Rancho Bravado Wednesday, July 11, 2007 11 End Time Wed Melrose Drive Between Palomar Airport Road and Rancho Bravado 01:00 78 02:00 25 1900 03:00 42 1800 ;;; 04:00 39 1700 "' N -"' 05:00 71 1600 "' -06:00 269 1500 ,__ N 07:00 872 1400 N "' "' "' -"' -08:00 1552 09:00 1327 10:00 1099 11:00 905 12:00 882 13:00 960 14:00 940 1300 ., 1200 " u 1100 :c ;g! 1000 -900 0 .. 800 700 °' "' C, -"' C, "' ;:: 0 ... -0 0 0 -<O N "' N C, ... 0 a, C, ,-. C, a, a, C, ,-. ,__ _., ... 15:00 1043 600 "' "' a, 16:00 1213 17:00 1332 18:00 1681 19:00 1133 20:00 779 500 400 300 200 100 0 ... ... "' C, .; "' N "' "' -a, N ;::: I ,__ "' C, ■ N ... "' • --. L,- 21:00 554 22:00 . 448 8 i 0 ~ 8 8 0 0 0 ~ 8 8 ; 8 0 8 0 8 8 8 ~ 0 " " 0 " 0 ~ 0 '" ~ ;.: o; rn ~ :: t? :!: ~ ~ ~ 0 1'i !:i " 0 0 0 0 0 N N N 23:00 315 Time 24:00 166 I Total I 17725 I "" -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 14 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-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Dit1ision '" Page 1 2 3 4 5 6 · Volume Count Report Location ................... Melrose Dr: Alga Rd. to Corin ti a. St. Location Code ............ 14 County ....................... San Diego Recorder Set ...... · .... .-.. 7/16/07 00:00 Recording Start ........ ,7/17/07 00:00 Recording End ............ 7 /19/07 00: 00 Sample Time ........ _ ....... 15 Minutes Operator Number ......... 8712 Machine Number:, ........ 20312 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ...................... No" Wednesday 07/18/07 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 54 31 -17 14 30 144 479 834 840 563 516 463 611 549 557 650 678 749 576 405 331 246 170 119 9626 20 9 5 6 25 54 175 265 162 130 100 156 135 141 153 171 189 180 110 77 71 52 31 13 6 3 2 3 26 90 202 217 146 128 115 144 151 115 137 157 192 146 69 97 61 51 26 12 T 5 3 7 34 165 206 166 131 133 124 153 130 170 166 166 176 119 106 84 64 43 41 9 9 4 6 14 59 170 251 190 124 125 124 156 133 131 194 164 192 129 100 73 50 24 19 AM Peak Hour ...................... · ......... 07:30 to 08:30 939 vehicles) AM Peak Hour Factor ..................... 88. 6% PM Peak Hour ........ : .. ; ................... 1 7 : 0 0 . to 18:00 ( 749 vehicles) -PM Peak Hour Factor ..................... 97. 5% Thursday 07/19/07 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 14001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 57 19 17 12 40 137 499 613 813 .646 525 469 597 556 606 725 706 776 516 414 340 265 196 110 9902 19 3 5 4 22 63 162 225 162 141 121 143 147 136 172 163 226 129 116 62 70 66 31 11 4 3 5 4 22 93 164 222 174 145 122 155 150 144 209 166 202 134 112 97 82 57 34 12 7 3 2 ·14 33 143 . 236 177 141 108 106 134 116 172 154 202 164 129 92 77 69 39 30 15 5 6 4 16 60 200 231 169 171 131 140 · 165 143 156 190 155 164 124 94 64 64' 36 15 AM Peak Hour ............................... 07: 30 to 08:30 914 vehicles) AM Peak Hour Factor ....... , ...... , ...... 96.8% PM Peak Hour ............. , ..... , ... , ....... 1 6 : 3 0 to 17:30 785 vehicles) PM Peak Hour Factor ..................... 86.8% Volume Count Report Location ................... Melrose Dr: Alga Rd. to Corin ti a ·St. Location Code ............ 14 C~JUnty ...................... San Diego ·Recorder Set ............. 7/16/07 00:00 Recording start .......... 7 /17 /07 00: 00 Recording End ............ 7 /19/07 00: 00 Sample· T1me .. ; ............ 15 Minutes Operator Number ......... 8712 Machine Number .......... 20312 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/18/07 Channel.: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 jOOO 11001200130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 51 30 23 9 36 134 530 731 774 628 538 595 620 618 6.68 843 944 1155 728 449 333 275 149 102 10963 19 8 8 2 5 18 76 163 204 194 137 148 174 165 152 193 192 292 229 125 80 72 41 36 12 .7 7 5 29 121 182 182 141 120 154 143 150 166 209 220 311 203 118 94 81 36 , 32 11 8 7 3 12 32 160 178 196 148 154 128 135 158 143 214 259 284 146 115 84 63 35 21 9 7 1 3 14 . 55 173 208 192 145 127 165 168 145 207 227 273 268 150 91 75 59 37 13 AM Pea·k Hour ............................... 07: 45 to os·: 45 790 :vehicles) AM Peak Hour Factor ..................... 95. 0% PM Peak Hour.; ............................. 16: 45 to 17:45 1160 vehicles) PM Peak Hour Factor ...................... 93. 2% Thursday 07/19/07 Channel.: A Directi-on: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 46 29 11 14 45 135 525 767 747 641 564 582 656 628 732 878 1012 1150 747 447 368 257 178 110 11269 23 7 3 5 :18 76 195 159 182 132 127 165 160 164 189 229 281 275 149 100 77 47. 35 9 9 2 8 24 109 135 210 150 126 156 158 139 176 217 270 310 176 117 92 70 56 41 7 8 2 6 15 34 172 226 184 159 141 127 164 157 192 224 244 263 155 90 106 56 41 22 7 5 4 6 17 59 168 211 194 150 165 172 169 172 200 248 269 296 141 91 70 54 34 12 AM Peak Hour ................ , .............. 07: 30 to 08:30 806 vehicles) AM Peak Hour Factor ..................... 89.2% PM Peak Hour ....................... : ....... 17:00 to 18:00 1150 vehicles) PM Peak Hour Factor ..................... 92. 7% Weekly Summary Report Location ......................... Melrose Dr: Alga Rd. to Corintia St. Location Code ........ · .......... 14 County: ...... ; ..................... San Diego Recorder Set ................... 7/16/0T 00:00 Recording Start ............... 7 /17 /07 · 00: 00 Recording End .................. 7 /19/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8712 Machine Nube·r .................. 20312 ·Channel. ......................... ;A Recorder. Mode .................. Volume Week of Jul.y 15, 2007 Channel.: A Direction: N En.ct 15 16 17 18 19 ·20 21 Wkday Daily Time Sun Mon Tue. Wed Thu Fri Sat Avg. Avg. 01:00 54 57 56 56 02:00 31 19 25 25 03:00 17 17 17 17 04:00 14 12 13 13 05:00 3b 40 35 35 06:00 144 137 141 141 07:00 479 499 489 489 08:00 834 813 824 824 09:00 840 813 827 827 10 :·oo 563 648 606 606 11:00 516 525 521 521 12:00 463 489 476 476 13:00 611 597 604 604 14:00 549 556 553 553 15:00 557 608 583 583 16:00 6'50 725 688 688 17:00 678 708 693 6~3 18:00 749 776 763 763 19:00 576 516 546 546 20:00 405 414 410 410 21:00 331 340 336 336 22:00 246 285 266 266 23:00 170 198 184 184 24:00 119 110 115 115 Totals 9626 9902 9764 9764 % Avg Wkday · 98.6 101. 4 % Avg Day 98.6 101. 4 AM Peak Hour 09:00 09:00 AM Count 840 813 PM Peak Hour 18:00 18:00 PM Count 749 776 Weekly Summary Report .Location.; .................... , .. Melrose Dr: Alga Rd. to Corintia St. Location Code .................. 14 County ............................ sa·n Diego Recorder Set ................... 7 /16/07 00: 00 Recording Start ............... 7/17/07 00:00 Recording End .................. 7 /19/07 00: 00 Sample Time ............ ; ........ 15 Minutes Operator Number ..... ; ......... 8712 Machine Nuber ...... ; ........... 20312 Channel. ......................... .-A Recorder Mode .................. Volume Week of July 15, 2007 Channel: A Direction: s End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat · Avg. Avg. 01:00 51 46 49 49 02:00 30 29 30 30 · 03:00 23 11 17 lT 04:00 9 14 12 12 05:00 36 45 . 41 41 06:00 134 135 135 135 07:00 530 525 528 528 08:00 731 767 749 749 09:00 774 747 761 761 10:00 628 641 635 635 11:00 538 564 551 551 12:00 595 582 589 589 13:00 620 656 638 638 14:00 618 628 . 623 623 15:00 668 732 700 700 16:00 843 878 861 861 17:00 944 1012 978 978 18:00 1155 1150 1153 1153 19:00 728 747. 738 738 20:00 449 447 448 448 21:00 333 368 351· 351 22:00 275 257 266 266 23:00 149 178 164 164 24:00 102 110 106 106 Totals 10963 11269 11116 11116 % Avg Wkday 98. 6 101.4 . % Avg Day 98.6 101. 4 AM Peak Hour 09:00 08:00 AM Count 774 767 PM Peak Hour 18:00 18:00 PM Count 1155 1150 ENGINEERING COMPANY Transportation Division 18 End Time Wed 01:00 105 02:00 61 03:00 40 04:00 23 05:00 66 06:00· 278 07:00 1009 08:00 1565 09:00 1614 10:00· 1191 11:00 1054 12:00 1058 13:00 1231 14:00 1167 · 15:00 1225 16:00 1493 17:00 1622 18:00 1904 19:00 1304 20:00 854 2f:OO 664 22:00 521 23:00 319 24:00 221 I Total I 20589 I 24"."Hour Volume Plot Melrose Drive Between Alga Road and Corintia St. Wednesday, July 18, 2007 Melrose Drive. Between Alga Road and Corintia Street 2200 2100 ..,. 0 2000 0, 1900 1800 st "' "' .; "' 1700 (0 M '!!. "'. 1600 ~ 0, ..,. 1500 ..,. ~ ~ "' 0 1400 ~ M m M I'-"' ~ u 1300 0, "' (0 "' :2 "' ~ ~ 1200 ..,. ~ m 0, "' "' > 0 0 0 ~ 1100 0 ~ 0 ~ .. 1000 ..,. "' 900 "' 800 700 600 500 400 "' I'- 300 "' "' l 200 0 .; 0 (0 100 • ..,. M (0 -. -"' -0 ~ ~ '-r -+ '-,-~ '-r "T ~ 0 8 8 ~ I 8 8 8 8 0 8 g 8 8 ~ 0 .I 8 ~ 0 ~ 0 0 :,: ;; ii ~. io lri ~ i-J t? ;! ~ ·~ ~ ~-0 0 0 0 ·-N Time • . . ..,. (0 (0 ;;; "' 0, ;;; ;;; "' J ~ 8 0 0 ~ .o oi i:l " N N • -Volumes represent. combined totals-of both d;rections. ENGINEERING COMPANY Transportation Division 19 End lime Thur 01:00 .103 02:00 48 03:00 28 04:00 ·25 05:00 85 06:00 272 07:00 1024 08:00 1580 09:00 1560 10:00 1289 11:00 1089 12:00 1071 13:00 1253 14:00 1184 15:00 1340 16:00 .1,E,03 17:00 1720 18:00 1926 19:00 1263 20:00 861 21:00 708 22:00 542 23:00 376 24:00 220 I Total I 21111 I '" 24-Hour Volume Plot Melrose Drive •' . . . Between Alga Road and Corintia St. gi u 2200 2100 2000 1900 1800 1700 1600 1500 1400 1300 ~ 1200 -1100 0 .. 1000 900 800 700 600 500 400 300 200 100 0 "' 0 -., . ., I " N - Thursday, July 19, 2007. Melro.se D;ive Between Alga Road and Corintia Street 0 ., 0 "' "' -"' - C, ., ~ C, " a, 0 N -0 - N ,.__ "' l "' "' ., N ■ -...,. '-f-- "' "' N -;;: 0 - Time· " ., -- 0 0 :, 0 " "' - ...,. <O SJ -0 N "' ,.__ -0 "' - . "' "' N - co ., ~ ...,. ...,. ...,. ., 0 ,.__ N " "' <O .~· 0 N N u • ~ Volumes represent combined totals of poth directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 15 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 Dfois_ion '" Page 1 2 3 4 5 6 Volume Count Report Location ................... Carlsbad Blvd: Mtn View to State St. Location Code ............ 15 County ...................... San Diego Recorder Set ...... ; ...... 7/30/07 00:00 Recording Start ......... 7 /31/07 00: 00 Recording End ............ 8/2/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8713 Machine Number .......... 20313 Channel. ; .................. , A . Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/31/07 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 44 19 10 7 13 41 89 211 239 272 344 384 478 487 504 537 621 640 531 400 322 225 134 85 6637· 17 6 4 2 2 9 8 37 51 61 75 98 107 109 129 129 141 144 134 97 94 60 38 18 12 4 0 2 9 23 46 52 82 88 97 122 129 143 126 164 172 145 106 93 65 37 29 6 4 3 ·2 3 13 32 73 68 62 89 90 136 136 108 141 158 149 127 92 78 46 32 19 9 5 2 3 6 10 26 55 68 67 92 99 113 113 124 141 158 175 125 105 57 54 27 19 AM Peak Hour ............................... 11:30 to 12:30 418 vehicles) AM Peak Hour Factor ..................... 85. 7% PM Peak Hour ............................... 17: 00 to 18:00 640 vehicles) PM Peak Hour Factor; .................... 91.4% Wednesday 08/01/07 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 56 25 16 10 9 22 87 204 240 263 355 378 392 451 506 527 610 706 596 502 366 243 147 90 6801 16 5 7 2 2 6 8 37 49 64 73 91 98 121 120 110 153 174 146 128 102 76 . 44 24 19 4 3 2 1 4 15 54 63 61 82 96 91 99 114 152 139 195 142 135 111 67 34 25 9 9 5 2 2 7 36 62 56 63 90 96 106 101 116 134 149 184 166 107 73 58 37 22 12 7 4 4 5 28 51 72 75 110 95 97 130 156 131 169 153 142 m 80 42 32 19 AM Peak Hour ................................ 10:45 to 11:45 393 vehicles) AM Peak ·Hour Factor ...................... 8.9. 3% PM Peak Hour ............................... 16: 45 to 17:45 722 vehicles) PM Peak Hour Factor ..................... 92. 6% Volume Count Report Location ... , ............... Carlsbad Blvd: Mtn View to State St. Location Code ............ 15 ·' County ...................... San Diego Recorder Set ............. 7 /30/07 00: 00 Recording Start ......... 7 /31/07 00: 00 Recording End .......... ,. 8 /2/07 00: 00 Sample Time ............... 15 Minutes Operator Number .......... 8713 Machine Number .......... 20313 ctiannel ..................... A Divide By .................. 2 Summation ............... , .. No Two-_Way .. ' .................. _. No Tuesday 07/31/07 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 33 17 7 8 24 97 344 506 453 365 464 459 488 518 513 464 492 507 434 377 211 140 93 61 7075 .14 4 1 0 10 57 110 127 96 97 98 119 127 141 135 117 129 121 106 66 48 25 17 7 3 4 7 14 76 115 122 78 108 104 126 131 129 113 133 116 97. 96 48 31 25 14 6 6 2. 2 7 27 107 143 97 89 129 124 118 135· 124 98 129 131 111 86 55 33 21 19 6 4 3 10 46 104 138 107 102 130 133 125 125 119 118 113 131 105 89 42 28 22 11 AM Peak Hour ............................... 07:30 to 08:30 530 vehicles) AM Peak Hour Factor ..... ~ ............... 92.7% PM Peak Hour .. , ..... ; ...................... 13:15 to 14:15 532 vehicles) PM Peak Hour Factor ......... , ........... 94 .3% Wednesday 08/01/07 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 45 25 . 14 7 23 86 327 531 463 336 429 486 539 497 497 505 489 548 523 445 272 173 126 70 7456 12 7 2 O· 3 14 56 101 120 85 107 118 121 134 121 125 123 134 140 126 82 · 57 39 16 16 4 0 1 5 13 73 130 118 101 114 129 134 121 123 129 124 139 136 100 . 81 49 30 11 8 10 6 3 3 29 94 165 107 71 106 132 145 128 117 117 124 152 133 108 65 35 27 25 9 4 6 .3 12 30 104 135 118 79 102 107 139 114 136 134 118 123 114 111 44 32 30 18 AM Peak Hour ............................... 07: 15 to 08:15 550 vehicles) AM Peak Hour Factor ..................... 83.3% PM Peak Hour ............................... 17: 15 to 18:15 554 vehicles) PM Peak Hour Factor ... •; ................. 91.1% Weekly Summary Report Location ......................... Carlsbad Blvd: Mtn View to State St. Location Code .................. 15 County ............................ San Diego Recorder Set ................... 7 /30/07 00: 00 Recording Start ............... 7 /31/07 00: 00 Recording End .................. 8/2/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8713 Machine Nuber .................. 20313 Channel ........................... A Recorder Mode .................. Volume Week of. July 29, 2007 Channel: A Direction: N End 29 30 31 01 02 03 04 Wkday Daily. Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 44 56 50 50 02:00 19 .25 22 22 03:00 10 16 13 13 04:00 7 10 9 9 05:00 13 9 11 11 06:00 41 ·22 32 32 07:00 89 87 88 88 08:00 211 204 208 208 09:00 239 240 240 240 10:00 272 263 268 268 11:00 344 355 350 350 12 ,.oo 384 378 381 381 13:00 478 392 435 435 14:00 487 451 469 469 15:00 504 506 505 505 16:00 537 527 532 532 17:00 621 610 616 616 18:00 640 706 673 673 19:00 531 596 564 564 20:00 400 502 451 451 21:00 322 366 344 344 22:00 225 243 234 234 23:00 134 147 141 141 24;00 85 90 88 88 Totals 6637 6801 6719 6719 % Avg Wkday 98.8 101. 2 % Avg Day 98.8 101. 2 AM Peak Hour 12:00 12:00 AM Count 384 378 PM Peak Hour 18:00 18:00 PM Count 640 706 Weekly Summary Report Location ..... : ................... Carlsbad Blvd: Mtri View to State St. Location Code .................. 15 · County ............................. San Diego Recorder Set ................... 7/30/07 00:00 Recording Start ............... 7 /31/07 00: 00 Recording End .................. 8/2/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8713 Machine Nuber .................. 20313 Channel. .......................... A Recorder· Mode .................. Volume Week of July 29, 2007 Channel: A Direction: s End 29 30 31 01 02 03 04 Wkday Daily Time sun Mon Tue Wed .Thu Fri Sat Avg. Avg. 01:00 33 45 39 39 02:00 17 25 21 21 03:00 7 14 11 11 04:00 8 7 8 8 05:00 24 23 24 24 06: ·oo 97 86 92 92 07:00 344 327 336 336 08:00 506 531 519 519 09:00 453 463 458 4'58 10:00 365 336 351 351 11:00 464 429 447 447 12:00 459 486 473 473 13:00 488 539 514 514 14:00 518 497 508 508 15:00 513 497 505 505 16:00 464 505 485 485 17:00 492 489 491 491 18:00 507 548 528 528 19:00 434 523 479 479 20:00 377 445 411 411 21: .DO 211 272 242 242 22:00 140 173 157 157 23:00 93 126 110 110 24:00 61 70 66 66 Totals 7075 7456 7266 7266 % Avg Wkday 97.4 102.6 % Avg Day 97.4 102.6 AM Peak Hour 08:00 08:00 AM Count 506 531 PM Peak Hour 14:00 18:00 PM Count 518 548 ENGINEERING COMPANY 'franspomuion Division ,M 24-Hour Volume Plot Carlsbad Boulevard • . . . . Between Mountain View Drive and State Street Tuesday, July 31, 2007 31 End Time Tue Carlsbad Boulevard Between Mountain View Drive and State Street 01:00 77 02:00 36 1500 03:00 17 04:00 15 - 05:00 37 06:00 138 1250 .... "' .., ;:: --07:00 433 08:00 717 09:00 692 10:00 637 11:00 808 12:00 843 "' .... --0 0 0 "' 0 -0 "' "' --"' 1000 a, a, .. "' " u "' .., 0 "' .... :c "' .... ~ .... N .... 750 ;::: a, ~ "' .... 0 "' ,,. "' 13:00 966 "' "' 14:00 1005 "' 500 "' "' 15:00 1017 .., "' "' 16:00 1001 "' 17:00 1113 18:00 1147 .... N 250 N "' <X) "' .., -19:00 965 20:00 777 21:00 533 22:00 365 u .... I .... "' .... .... .I "' "' "' ----0 ~ 8 0 ~ ~ 0 0 ~ 0 0 0 0 0 0 8 ~ 0 0 8 8 8 8 8 8 0 0 ~ ~ q ~ 0 0 ~ 0 0 c 8 g ~ :'i m " ~ ~ ~ ~ ~ ~ 0 " ii .. " 0 0 0 N N N 23:00 227 Time 24:00 146 I Total I 13712 I • -Volumes represent combined totals of b_oth directions. \ r . . .R·l··.C·K. '" ENGINEERING COMPANY Transponation Division 24-Hour Volume Plot Carlsb~d 13oulevard • . . . . Between Mountain View Drive and State Street Wednesday, August 1, 2007 01 End Time Wed Carlsbad Boulevard Between Mountain View Drive and State Street 01:00 101 02:00 50 1500 03:00 30 04:00 17 ... _./ "' N 05:00 32 06:00 108 1250 . ~ "' ~ "' ::: N 0 07:00 414 "' "' ~ 0 0 08:00 735 09:00 703 10:00 599 11:00 784 12:00 864 1000 ~ m ;; :c m > 750 -0 .. <X) 0 I'-~ ... ... "' "' "' ... "' co ... <X) "' <X) "' "' I'- I'-0 I'-<X) "' "' a, co 13:00 931 "' 14:00 948 500 ... co 15:00 1003 ;;: ;;: 16:00 1032 "' I'- 17:00 1099 250 N 0 18:00 1254 19:00 1119 20:00 947 0 <X) co 0 ~ 0 J j O 0 I'-:L "' "' ■ -~ ...... '-;-'-;-...... '-;- 21:00 638 22:00 416 0 0 ~ & 0 ~ 0 0 8 el 0 8 i;l 0 ~ I 0 ~ 0 0 ~ 0 0 m ~ ~ ;! ~ ~ ~ ~ 0 ;; ij 0 N N 23:00 273 Time 24:00 160 I Total j 14257 I * -Volumes represent combined totals of both directions. ,, ·,,-_\ ,. '. ,., ··1 . ' . ' . " ·:, ,' -:-•·' •.'·: CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 16 Carlsbad Boulevard Between Cannon Road and Cerezo Drive Page NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 '" RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... carlsbad Blvd: Cannon Rd·. to Cerezo Dr. Location Code ............ 16 County ...................... San' Diego Recorder Set ............. 7 /30/07 00: 00 Recording Start ....•.... 7 /31i07 00: 00 Recording End ......•...•. 8/2/07 00: 00 Sample Time .............•. 15 Minutes Operator Number._ ........ 8714 Machine Number ......•... 2 O 314 Channel. ...•........•..•.... A Divide By ............•..... 2 .Summation •.....•........... No Two-Way ...........•......... No Tuesday 07/31/07 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 27 17 7 4 8 53 182. 241 336 417 445 558 610 662 562 669 782 888 629 507 282 179 117 81 8263 11 6 3 8 25 54 63 99 104 128 147 153 121 130 163 205 189 131 92 49 43 26 7 4 3 0 3 13 44 52 68 100 105 . 134 152 192 147 188 196 231 167 138 80 53 29 18 6 4 2 11 44 65 89 112 107 143 163 145 151 176 215 239 141 136 67 43 16 20 3 3 1 0 3 21 69 70 116 106 129 153 148 172 143 175 208 213 132 102 43 34 29 17 AM Peak Hour .•.. , .......................... 11: 30 to 12:30 595 vehicles) AM Peak Hour Factor ........ ; •........... 97. 2% PM Peak Hour •..•............. · .........•.... 17: 00 to 18:00 888 vehicles) PM Peak Hour Factor ..................... 92. 9% · Wednesday 08/01/07 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 14001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 34 18 8 4 10 44 132 248 345 395 525 538 598 692 689 731 847 916 843 678 369 187 98 58 9007 8 4 3 2 7 9 53 76 100 108 142 131 167 143 184 224 227 193 197 134 63 28 24 12 4 2 0 1 6 35 45 91 59 142 123 139 185 177 183 191 246 260 184 89 58 26 10 6 3 2 2 18 39 60 86 120 126 132 149 170 196 183 173 223 216 162 84 31 24 6 8 7 1 6 13 49 90 92 116 149 141 179· 170 173 181 259 220 174 135 62 35 20 18 AM Peak Hour .....•...............•......... 10:15 to 11:15 559 vehicles) AM Peak Hour Factor .........•........... 93. 8% PM Peak Hour ............................... 16:45 to 17:45 955 vehicles) PM Peak Hour Factor ..................... 92.. 2% Volume Count Report Location ................... carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code ............ 16 County ...................... San Diego Recorder Set ............. 7 /30/07 00: 00 Recording Start ......... 7 /31/07 00: 00 Recording End ............ 8./2/07 00: 00 Sample Time ............... -15 Minutes Operator Number ......... 8714 Machine Number .......... 20314 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07/31/07 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 10 10 4 18 83 524 776 697 499 526 605 611 639 622 608 602 599 569 452 309 199 109 58 9151 9 2 3 7 69 184 190 132 111 155 122 165 150 146 149 149 151 107 96 54 38 16 1 3 4 0 5 15 99 186 191 121 161 143 162 144 167 181 154 163 149 125 83 51 27 17 10 2 3 3 21 158 220 158 123 128 138 148 169 142 128 147 157 144 113 67 51 24 14 2 3 2 0 9 40 198 186 158 123 126 169 179 161 163 153 152 130 125 107 63 43 20 11 AM Peak .Hour ............................... 06: 45 to 07:45 788 vehicles) AM Peak Hour Factor ..................... 89.5% PM Peak Hour.; ............................. 12: 45 to 13:45 ( 657 vehicles) PM Peak Hour Factor ..................... 91. 8% Wednesday 08/01/07. 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 45 16 9 4 18 95 470 769 722 550 559 633 680 670 634 647 688 712 660 518 381 244 116 65 9905 14 5 2 1 3 9 54 160 213 164 141 163 145 156 169 159 179 198 185 141 100 85 29 21 13 3 1 0 5 13 101 188 189 113 132 161 177 155 145 143 183 171 175 140 111 71 37 19 10 4 3 0 2 28 148 212 169 131 138 140 189 166 152 170 152 197 156 129 100 45 23 14 8 4 3 3 8 45 167 209 151 142 148 169 169 193 168 175 174 146 144 108 70 43 27 11 AM Peak Hour., ................... · .......... 07: 30 to 08:30 823 vehicles) . AM Peak Hour Factor ..................... 96.6% PM Peak Hour ............................... 16: 45 to 17:45 740 vehicles) PM Peak Hour Factor ..................... 93. 4% f Weekly Summary Report Location ............ · ............. Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code .................. 16 County .......... : ................. San Diego Recorder Set ................... 7/30/07 00:00 Recording Start ............... 7 /31/07 00: 00 Recording End .................. 8/2/07 00: 00 Sample Time ..................... 15 Minutes Operator Number .... ; .... : ..... 8714 Machine Nuber .................. 20314 Channel. .......................... A Recorder Mode .................. Volume Week of July 29, 2007 Channel: A Direction: N End 29 30 31 01 02 03 04 Wkday Daily Time Sun Mon .Tue Wed Thu Fri Sat Avg. Avg. 01:00 27 34 31 31 02:00 17 18 18 18 03:00 7 8 8 8 04:00 4 4 4 4 05:00 8 10 9 9 06:00 53 44 49 49 07:00 182 132 157 157 08:00 241 248 245 245 09 :.00 336 345 341 341 10:00 417 395 406 406 11:00 445 525 485 485 12:00 558 538 548 548 13:00 610 598 604 604 14:00 662 692 677 677 15:00 562 689 626 626 16:00 669 731 700 700 17:00 782 847 815 815 18:00 888 916 902 902 19:00 629 843 \ 736 736 20:00 507 678 593 593 21:00 282 369 326 326 22:00 179 187 183 183 23:00 117 98 108 108 24:00 .81 58 70 70 Totals 8263 9007 8635 8635 % Avg Wkday 95.7 104.3 % Avg Day 95.7 104.3 AM Peak Hour 12:00 12:00 AM Count 558 538 PM Peak Hour 18:00 18:00 PM Count 888 916 Weekly Summary Report Location .......... , .............. Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code;; ................ 16 County ............................ San Diego Recorder Set ................... 7 /30/07 00: 00 Recording Start ............... 7 /31/07 00: 00 Recording End .................. 8/2/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8714 Machine Nuber.-................. 20314 Channei ......................... ;. A Recorder Mode .................. Volume Week of July 29, 2007 Channel: A Direction: S End 29 30 31 01 02 03 04 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 22 45 34 34 02:00 10 16 13 13 .03: 00 10 9 10 10 04:00 4 4 4 4 05:00 18 18 18 18 06:00 83 95 89 89 07:00 524 470 497 497 08:00 776 769 773 773 09:00 697 722 710 710 10:00 499 550 525 525 11:00 526 559 543 543 12:00 605 633 619 619 13:00 611 680 646 646 14:00 639 670 655 655 15:00 '622 634 628 628 16:00 608 647 628 628 17:00 602 688 645 645 18:00 599 712 656 656 19:00 569 660 615 615 20:00 452 518 485 485 21:00 309 381 345 345 22:00 199 244 222 222 23:00 109 116 113 113 24:00 58 65 62 62 Totals 9151 9905 9528 9528 % Avg Wkday 96.0 104.0 % Avg Day 96.0 104.0 AM Peak Hour 08:00 08:00 AM Count 776 769 PM Peak Hour 14:00 18:00 PM Count 639 712 I '" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Boulevard ~ w Between Cannon Road and Cerezo Drive Tuesday, July 31, 2007 31 End Time Tue Carlsbad Boulevard Between Cannon Road and Cerezo Drive 01:00 49 02:00 27 2000 03:00 17 04:00 8 1750 -05:00 26 06:00 136 07:00 706 08:00 1017 09:00 1033 10:00 916 11:00 ·971 12:00 1163 1500 ., 1250 m u :E :l! 1000 -0 .. r--., " " ., -0 r--'"' -N ~ r-- " N ., '"' N ., -m (0 ---;: --r--'"' '"' 0 0 ;::: m --(0 "' ln m m 13:00 1221 14:00 1301 750 <O 0 r-- ln 15:00 1184 "' 16:00 1277 500 ., r-- 17:00 1384 '"' (0 18:00 1487 19:00 1198 20:00 959 21:00 591 250 0 N (0 N m '"' Lli -m r--r--(0 I " N -N -., - 22:00 378 23:00 226 Time 24:00 139 Total I 17414 I • -Volumes represent combined totals of both directions. .R.I :c K· . . . ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Boulevard ~ w Between Cannon Road and Cerezo Drive Wednesday, August 1, 2007 01 End Time Wed Carlsbad Boulevard Between Cannon Road and Cerezo Drive 01:00 79 02:00 34 2000 03:00 17 -04:00 8 05:00 28 06:00 139 07:00 602 08:00 ·1017 09:00 1067 10:00 945 11:00 1084 1750 1500 "' 1250 " u :c " > 1000 - ., N "' <O "' -"' "' 0 ., -~ N <O "' r--., "' N "' r---"' -N -<O ;::: -C, r--.., -;:: r--<O ., -0 0 0 ---"' ~ 12:00 1171 0 .. 0 13:00 1278 14:00 1362 ·750 "' r-- N 0 <O 15:00 1323 16:00 1378 500 ;;; .., 17:00 1535 .., 18:00 1628 19:00 1503 20:00 1196 250 0 C, N "' "' I N C, --r--.., r--., . _I -"' ., N - 21:00 750 22:00 431 0 ~ I;\ i 0 8 0 i 8 8 ~ 0 I;\ 8 g ~ 8 0 8 g I;\ ~ 0 ~ 0 0 ~ 0 0 ~ 0 8 .;; :!i in S! :, !'.! ~ ~ t:: $! ~ ,l ;; ~ 0 0 N N 23:00 214 Time 24:00 . 123 I Total I 18912 I * -Volumes represent combined totals of both directions. ' ' ' ' : ' i ' I ' ' ! ' ' ' ,,: . ' ,. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: 17 Location: Carlsbad Boulevard Between Poinsettia Lane and Island Way Contents: NB 15 Minute Volume Count Report SB 15 Minute Volume Count Report NB Weekly Summary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... Carlsbad Blvd: Poinsettia Lane to Island Way Location Code ............ 17 County ................•..... San Diego Recorder Set ............. 8/21/07 00: 00 Recording Start ......... 8/22/07 00: 00 Recording End ............ 8/24/07 00: 00 Sample Time ............... 15 Minutes Operator .Number ......... 8715 . Machine Number .......... 20315 Channel .....•............... A Divide By ..•............... 2 Summation .................. No Two-Way ..................... No Wednesday 08/22/07 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 18 10 11 6 9 61 383 657 613 495 533 543 568 621 604 572 610 697 588 387 223 167 88 49 8513 4 2 1 6 39 175 177 111 117 140 146 159 146 125 157 180 157 99 61 50 30 13 8 1 4 4 2 10 77 179 140 127 111 139 157_ 136 172 132 163 185 146 108 .54 44 28 12 4 4 0 4 15 118 148 149 128 152 140 115 157 151 144 140 170 140 92 53 34 16 13 5 3 2 2 30 149 155 147 129 153 124 150 169 135 171 150 162 145 88 55 39 14 11 AM Peak Hour ............................... 07:15 to· 08:15 659 vehicles) AM Peak H·our Factor ....................• 92. 0% PM Peak Hour .......•....................... i7:00 to 18:00 697 vehicles) PM Peak Hour Factor .....•..........•.... 94. 2% Thursday 08/23/07 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 18 12 3 8 12, 53 400 686 600 470 490 574 773 881 641 668 826 689 564 431 272 176 113 50 9410 7 3 2 6 40 151 165 116 115 150 151 212 179 151 205 175 139 99 90 58 46 17 ·7 2 2 2 10 79 175 166 120 126 122 158 221 152 170 223 151 135 126 61 47 34 14 3 2 0 3 2 15 114 189 123 108 131 147 228 244 149 186 208 200 156 116 61 45 16 10 5 7 22 167 171 146 126 118 155 236 204 161 161 190 163 134 90 60 26 17 9 AM Peak Hour .............. ,. ...•............ 07: 15 to 08:15 700 vehicles) AM Peak Hour Factor ..................... 92. 6% PM Peak Hour ............................... 12:45 to 13:45 913 vehicles) PM Peak Hour Factor ..................... 93 ... 5% Volume Count Report Location ................... Carlsbad Blvd: Poinsettia Lane to Island Way Location Code ............ 1 7 County ...•.... · ....... , •.... , San Diego Recorder Set ............. 8/21/07 00: 00 Recording Start ......... 8/22/07 00: 00 Recording End ............ 8/,24/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8715 Machine Number .......... 20315 Channel. .................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 08/22/07 Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 ·0300 0900 1000 1100 1200 1300 .1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 21 15 5 7 7 41 144 284 345 372 382 449 448 487 550 546 648 678 613 341 209 202 124 51 6969 8 3 0 6 17 50 85 100 84 111 99 119 145 128 155 184 184 99 62 44 53 18 3 3 1 2 5 35 65 83 92 78 111 109 117 141 166 155 162 163· 79 63 39 31 8 5 4 1 5 2 8 36 77 91 109 101 121 118 119 140 115 159 187 152 92 39 57 22 14 . 5 5 3 0 2 22 56 92 86 71 119 106 122 132 124 137 179 145 114 71 45 62 18 11 AM Peak Hour ............................... 10: 45 to 11:45 · 462 vehic.les) AM Peak Hour Factor ..................... 95. 5% PM .Peak Hour ............................... 16: 45 to 17:45 712 vehicles) PM Peak Hour Factor ...................... 95.2% Thursday 08/23/07 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 10 10 8 3 9 32 165 280 379 396 433 490 505 539 540 539 626 731 646 464 226 153 102 50 7336 4 2 3 2 5 24. 60 77 101 116 114 119 120 161 132 137 193 163 124 77 49 33 17 2 5 2 0 2 6 28 65 99 94 98 121 115 136 136 117 158 176 188 137 44 42 34 11 1 0 2 9 51 64 94 92 111 139 130 153 117 143 167 212 146 104 71 32 17 14 3 2 2 4 12 62 91 109 109 108 116 141 130 126 ·147 164 150 149 99 34 30 18 8 AM Peak Hour ............................... 11:15 to 12:15 495 vehicles) AM Peak Hour Factor ..................... 89.0% PM·Peak Hour ............................... 16:45 to 17:45 745 vehicles) PM Peak Hour Factor ..................... 87. 9% Weekly Summary Report Location ......................... Carlsbad Blvd: Poinsettia Lane to Island Way Location Code .................. 17 County ............................ San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 8/2'4/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ................ 8715 Machine Nuber .................. 20315 Channel, .......................... A Recorder Mode ....•... ; ......... Volume Week of Augus·t 19, 2007 Channel: A Direction: N End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat A.vg, Avg. 01:00 18 18 18 18 02:00 10 12 11 11 03:00 11 3 7 7 04:00 6 8 7 7 05:00 9 12 11 11 06:00 61 53 57 57 07:00 383 400 392 392 08:00 657 686 672 672 09:00 613 600 607 607 10:00 495 470 483 483 11:00 533 490 512 512 12:00 543 574 559 559 13:00 568 773 671 671 14:00 621 881 751 751 15:00 604 641 623 623 16:00 572 668 620 620 17:00 610 826 718 718 18:00 697 689 693 693 19:00 588 564 576 576 20:00 387 431 409 409 21:00 223 272 248 248 22:00 167 176 172 172 23:00 88 113 101 -101 24 :00 49 50 50 50 Totals 8513 9410· 8962 8962 % Avg Wkday 95.0 105.0 % Avg Day 95.0 105.0 AM Peak Hour 08:00 08:00 AM Count . 657 686 PM Peak Hour 18:00 14:00 PM Count 697 881 W eeldy Summary Report Location ......................... Carlsbad Blvd: Poinsettia Lane to Island Way Location Code .. · ................ 17 County ............................ San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 8/24/07 ,00: 00 Sample Time .......•.............. 15 Minutes Operator Number .. ." ............ 8715 Machine Nuber ....... , .......... 20315 Channel. .......................... A Recorder Mode .................. Volume Week of· August 19, 2007 Channel: A Direction: S End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 21 10 16 16 02:00 15 10 13 13 03:00 5 8 7 7 04:00 7 3 5 5 05:00 7 9 8 8 06:00 41 32 37 37 07:00 144 165 155 155 08:00 284 280 282 282 09:00 345 379 362 362 10:00 372 396 384 384 11:00 382 433 408 408 12:00 449 490 470 470 13:00 448 505 477 477 14:00 487 539 513 513 15:00 550 540 545 545 16:00 546 539 543 543 17:00 648 626 637 637 18:00 678 731 705 705 19:00 613 646 630 630 20:00 341 464 403 403 21:00 209 226 218 218 22:00 202 153 178 178 23:00 124 102 113 113 24:00 51 50 51 51 Totals 6969 7336 7153 7153 % Avg Wkday 97.4 102.6 % Avg Day 97.4 102.6 AM Peak Hour 12:00 12:00 AM Count 449 490 PM Peak Hour 18:00 18:00 PM Count 678 731 ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Boulevard • . Between Poinsettia Lane and Island Way Wednesday, August 22, '2007 22 End Time Wed Carlsbad Boulevard Between Poinsettia Lane and Island Way 01:00 39 02:00 25 1750 03:00 16 04:00 13 05:00 16 1500 "' " "' 06:00 102 07:00 527 08:00 941 09:00 958 10:00 867 11:00 915 1250 ., " u :c 1000 " .> ., "' 0 .,,. N ~ N ., "' ., 0 ~ ~ ~ (0 ~ :: ~ N 0 ;;: ., 0, ~ "' "' 0, 0, 0, " ~ (0 0, ., -12:00 992 0 .. 750 ., N " 13:00 . 1016 14:00 1108 " N· "' 15:00 1154 16:00 1118 500 N (') 0, .,,. (0 (') 17:00 1258 N 18:00 1375 19:00 1201· 20:00 728 250 0 '" N LU 0 0, "' (0 "' (0 "' -N ~ ~ -L,-L,-L,-L,- 21:00 432 22:00 369 ~ 0 0 0 ~ ~ 0 ~ 0 ~ ~ ~ 23:00 212 Time 24:00 100 I Total I 15482 I • -Volumes represent co.mbined totals of both directions. ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Boulevard ~ ~ Between Poinsettia Lane and Island Way Thursday, August 23, 2007 23 End Time Thur Carlsbad Boulevard Between Poinsettia Lane and Island Way 01:00 28 02:00 22 2250 03:00 11 04:00 11 2000 -05:00 21 06:00 85 1750 07:00 565 08:00 966 09:00 979 10:00 866 11:00 923 12:00 1064 13:00 1278 1500 "' " 0 :c 1250 ~ -0 .. 1000 0 N 0 "' N .., N .., ~ a, -,_ ,_ 0 N -.; 0. '" .., -~ -<O -0 <O C, -<O ,_ <O "' "' C, C, N C, C, <O a, a, 14:00 1420 750 15:00 1181 16:00 1207 500 "' <O "' "' C, .., 17:00 1452 C, N "' "' 18:00 1420 19:00 1210 20:00 895 250 0 - "' LU a, N -· -'" "' N N --■ 21:00 498 22:00 329 ~ 0 ~ I 8 0 ~ i 0 0 § ~ ~ i 8 0 ~ i ; ~ ~ 0 8 ~ 0 0 0 0 0 0 0 el ~ ii ;; ~ :, ~ ~ 0 ;; N ,; 0 0 N N N N 23:00 215 Time 24:00 100 Total 16746 * ~ Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 18 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 Sununary Report SB Weekly Summary Report 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY TransportatiOfl -Ditiision Page 1 2 3 4 5 6 Volume Count Report Location ................... Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code ............ 18 County .........•............ San Diego • Recorde·r Set ............. 8/21/07 00: 00 Recording Start ..•...... 8/22/07 00: 00 Recording End ..•......... 8/24/07 00: 00 Sample Time ..•............ 15. Minutes Operator Number ......... 8716 Machine Number .......... 2 0 316 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 08/22/07 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 jOOO 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 ·2200 2300 2400 Totals 29 13 9 7 6 44 153 309 447 449 470 511 537 609 651 685 814 831 733 439 281 277 134 56 8494 5 2 3 2 26 58 102 113 107 127 123 145 168 160 186 219 210 129 86 65 61 20 7 2 2 2 2 9 30 62 118 -114 104 118 125 146 161 189 201 198 . 191 107 76 67 31 15 8 5 2 3 1 10 46 86 105 105 136 138 147 140 182 181 222 204 177 107 60 63 23 10 9 4 2 0 2 24 51 103 122 117 123 128 142 178 140 155 205 210 155 96 59 82 19 11 AM Peak Hour ............................... 11:30 to 12:30 514 vehicles) AM Peak Hour Factor ...•................. 93 .1% PM Peak Hour ...•...•......•................ 16: 15 to 1-7: 15 847 vehicles) PM Peak Hour Factor ..................... 95. 4% Thursday 08/23/07 Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 090010001100 1200 1300 1400 1500 1600 170018001900 2000 2100 2200 2300 2400 Totals 22 15 13 3 4 41 168 306 486 458 468 578 610 659 695 700 799 880 838 576 334 196 127 53 9029 8 4 4 0 0 2 30 65 100 125 109 143 131 159 222 180 180 244 218 170 85 59 41 17 4 5 3 1 7 29 . 72 99 102 115 165 151 188 158 149 191 222 212 147 100 60. 38 13 6 3 3 0 14 54 66 133 96 120 140 162 158 150 205 195 225 195 138 91 40 23 12 4 3 3 -2 2 18 55 103 154 135 124 130 166 154 165 166 233 189 213 121 58 37 25 11 AM Peak Hour._ .............................. 11: 00 to 12:00 578 vehicles) AM Peak Hour Factor ..................... 87. 6% PM ·Peak Hour ............................... 16:45 to 17:45 924 vehicles) PM Peak Hour Factor ..................•.. 94. 7% Volume Count Report· Location ................... Carlsbad Blvd: Avenida Encinas· to La· Costa Ave Location Code ............ 18 County ...................... San Die'go Recorder Set ............. 8/21/07 00: oo Recording Start ......... 8/22/07 00: 00 ReGording End ............ 8/24/07 00: 00 Sample Time ... , ........... 15 ·Minutes Operator Number ......... 8716 Machine Number .......... 20316 Channel ...........•........• A Divide By .....•............ 2 . Summation .................. No Two-Way ..•.........•........ No Wednesday 08/22/07 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 18 5 8 5 11 76 498 939 830 604 548 626 671 636 627 660 710 789 616 431 229 167 90 42 9836 3 3 11 50 248 234 163 133 150 160 ·152 178 161 166 207 162 134 86 56 34 8 4 3 2 13 89 248 198 157 121 145 176 150 143 139 183 196 155 120 52 34 20 13 2 1 5 2 4 20 152 224 222 150 152 147 162 192 153 175 184 194 157 89 42 44 20 16 9 0 2 32 207 219 176 134 142 184 173 142 153 185 177 192 142 88 49 33 16 5 AM Peak Hour ............... : ............. · .. 07:00 to 08:00 939 vehicles) AM Peak Hout Factor ..................... 94. 7% PM Peak Hour ............................... 17: 00 to 18:00 789 vehicles) PM Peak Hour Factor ..................... 95.3% Thursday 08/23/07 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900·1000 1100 1200 1300 1400 1500 160017001800 1900 2000 2100 2200 2300 2400 Totals 26 · 13 4 8 21 70 519 958 801 642 568 779 1008 1126 656 915 1003 797 640 467 257 169 95 47 11589 10 3 0 2 9 59 230 205 169 124 182 222 285 191 216 239 179 172 119 86 52 38 18 6 3 2 2 5 15 91 248 218 161 149 183 215 278 162 244 282 212 155 119 59 50 22 12 8 2 2 3 3 18 151 240 200 152 154 198 270 322 158 201 268 209 160' 124 68 44 20 6 2 5 0 2 11 28 218 240 178 160 141 216 301 241 145 254 214 197 153 105 44 23 15 11 AM Peak Hour ...................•........... .07: 00 to 08:00 958 vehicles) AM Peak Hour Factor ..................... 96. 6% PM Peak Hour ............................... 12: 45 to 13:45 1186 vehicles) PM Peak Hour Factor ..................... 92 .1% Weekly Summary Report Location ......................... Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code .................. :18 County ............................ San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 8/24/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8716 Machine Nuber: ................. 20316 Channel. .......................... A Recorder Mode .................. Volume Week of August 19, 2007 Channel: A Direction: N End 19 20 21 22 23 24 25 Wkday Daily Time Sun .Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 29 22 26 26 02:00 13 15 14 14 03:00 9 13 11 11 04:00 7 3 5 5 05:00 6 4 5 5 06:00 44 41 43 43 07:00 153 168 161 161 08:00 309 306 308 308 09:00 447 486 467 467 10:00 449 458 454 454 11:00 470 468 469 469 12:00 511 578 545 545 13:00 537 610 574 574 14:00 · 609 659 .634 634 15:00 651 695 673 673 16:00 685 700 693 693 17:00 · 814 799 807 807 18:00 831 880 856 856 19:00 733 838 786 786 20:00 439 576 508 508 21:00 281 334 308 308 22:00 277 1'96 237 237 23:00 134 127 131 131 24:00 56 53 55 55 Totals 8494 9029 8762 8762 % Avg Wkday 96.9 103.1 % Avg Day 96.9 103.1 AM Peak Hour 12:00 12:00 AM Count 511 578 PM Peak Hour 18:00 18:00 PM Count 831 880 Weekly Summary Report Location .......................... Carlsbad Blvd: Avenida Encinas to La Costa. Ave Location Code ................... 18 County .................. , ......... San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 8/24/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8716 Machine Nuber .......... ; ....... 20316 Channel. ...... : ................... A Recorder Mode .................. Volume Week of August 19, 2007 Channel.: A Direction: s End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 18 26 22 22 02:00 5 13 9 9 03:00 8 4 6 6 04:00 5 8 7 7 05:00 11 21 16 16 06:00 76 70 73 73 07:00 498 519 509 509 08:00 939 958 949 949 09:00 830 801 816 816 10:00 604 642 623 623 11: 00 548 568 558 558 12:00 626 779 703 703 13:00 671 1008 840 840 14:00 636 1126 881 881 15:00 627 656 642 642 16:00 660 915 788 788 17:00 710 1003 857 857 18:00 789 797 793 793 19:00 616 640 628 628 20:00 431 467 449 449 21:00 229 257 243 243 22:00 167 169 168 168 23:00 90 95 93 93 24:00 42 47 45 45 Totals 9836 11589 10713 10713 % Avg Wkday 91. 8 108.2 % Avg Day 91. 8 108.2 AM Peak Hour 08:00 08:00 AM Count 939 958 PM Peak Hour 18:00 14:00 PM Count 789 1126 ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Boulevard • . . . . Between Avenida Encinas and La Costa Avenue Wednesday,August22,2007 22 En.d Time Wed Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue 01:00 47 02:00 18 03:00 17 2250 04:00 12 05:00 17 2000 06:00 120. 07:00 651 1750 0 "' ..,. "' 08:00 1248 "' ~ ., 09:00 1277 10:00 1053 11:00 1018 12:00 1137 13:00 1208 U) 1500 " u :2 1250 " > -0 .. 1000 ., ~ "' ,._ ., ;,; ..,. ., ,._ ., ,._ "' ..,. "' .:. "' ;1j "' ~ ~ "' ~ 0 ~ ~ "' "' "' ~ ~ ., "' 0 0 ~ ~ 0 ,._ "' 14:00 1245 ~ 15:00 1278 750 ., "' 0 16:00 1345 17:00 1524 500 ~ ..,. ., ..,. ..,. ..,. 18:00 1620 19:00 1349 20:00 870 250 0 "' 0 "' ' "' ll ,._ ~ ..,. "' ,._ "' ,._ ■ -~ ~ ~ .... .... .... .... 21:00 510 22:00 444 ~ ~ 0 8 ~ ~ ~ ~ g 8 § 0 8 ~ ~ 0 ~ 8 8 8 ~ 0 ~ ~ 0 0 ~ 0 15 N ;.; ii m iri 0 (:! ~ ~ ~ 0 ;; N 0 0 0 0 0 0 ~ N N N 23:00 224 Time 24:00 98 I Total 11a330 I • -Volumes represent combined totals of both directions. .R'I ··c:.K•' " " " ENGINEERING COMPANY Transportation Division '" 24-Hour Volume Plot Carlsbad Boulevard ~ ~ Between Avenida Encinas and La Costa Avenue Thursday, August 23, 2007 23 End Time Thur Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue 01:00 48 02:00 28 03:00 17 2250 04:00 11 05:00 25 06:00 111 ,07:00 687 08:00 1264 2000 1750 "' N ., 0 ... <O ... <O -"' -... co co "' --., ... 09:00 1287 10:00 1100 11:00 1036 12:00 1357 13:00 1618 ~ 1500 ~ u :i: 1250 ~ -0 .. 1000 ... .., .., ... "' ;;; <O "' "' "' N --N --0 0 "' "' -"' .., -0 0 -- 14:00 1785 ... 15:00 1351 750 ., ID -'" "' 16:00 1615 17:00 1802 500 "' ID "' 18:00 1677 19:00 1478 20:00 1043 250 0 N N N 0 ' -Jj_ ., ., ... -"' .., N -N ■ ~ ..,. 21:00 591 22:00 365 0 8 0 0 8 0 0 8 .0 8 ~ 0 0 8 i ~ ~ ~ 0 8 ,8 0 0 0 " 0 0 ~ " 0 ~ 0 0 ~ ~ ~ $ ;; ;; ii ~ iri in $! ~ :t ~ ~ ~ in 0 ~ 0 0 0 0 0 N N N 23:00 222 Time 24:00 100 I Total I 2os1a 1 * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 19 La Costa Avenue Between Saxony Road and Piraeus Street Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 '" RICK ENGINEERING COMPANY Transportation Division \ Volume Count Report Location ................... La Costa Avenue: Saxony Rd. to Piraeus St. Location Code .•.......... 19. County •.......•....•........ San Diego Recorder Set .........•... 8/21/07 00: 00 Recording Start ......... 8/22/07 00: 00 Recording End .•........•. 8/24/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8717 Machine Number .......... 20317 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ...•..•........•..... No Wednesday 08/22/07 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 j200 1300 1400 1500 1600 1700 j800 1900 2000 2100 2200 2300 2400 Totals 82 31 24 45 120 436 934 1094 1099 965 1019 939 925 868 943 1031 955 1124 892 604 480 344 206 136 15296 21 6 7 8 12 65 209 240 234 233 282 235 228 207 195 239 242 266 259 167 138 99 64 49 28 6 5 10 18 95 243 280 272 261 223 241 249 204 238 214 260 287 246 179 137 97 62 32 16 10 3 12 39 115 249 267 322 241 246 216 210 226 264 278 232 279 207 124 112 BB. 52 32 17 9 9 15 51 161 233 . 307 271 230 268 247 238 231 246· 300 221 292 180 134 93 60 28 23 AM Peak Hour .......•..... ;, ................ 07: 45 to 08:45 1135 vehicles) AM Peak Hour Factor. ............•....... 88 .1% PM Peak Hour ...•........................... 17: 00 to 18:00 1124 vehicles) PM Peak Hour Factor ..................... 96.2% Thursday 08/23/07 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 j200 1300 1400 1500 1600 1700 j800 1900 2000 2100 2200 2300 2400 Totals . 60 40 24 36 117 350 966 1048 1055 935 975 959 887 864 973 1043 1030 1114 904 647 487 408 247 156 15325 15 9 7 4 15 43 200 253 270 212 239 227 222 232 214 241 246 279 221 186 174 96 70 51 22 13 4 15 18 90 216 260 267 246 264 241 220 207 220 266 239 283 264 166 127 120 67 47 13 7 5 10 44 100 277 249 249 219 234 246 235 202 265 246 281 280 218 171 105 114 62 31 10 11 8 7 40 117 273 286 269 258 238 245 210 223 274 290 264 272 201 124 81 76 48 27 AM Peak Hour ................•.............. 07: 30 to 08:30 1072 vehicles) AM Peak Hour Factor ..................... 93. 7% PM Peak Hour ..................•.•.......... 17:00 to 18:00 1114 vehicles) PM Peak Hour Factor ..................... 98. 4% Volume Count Report Location ...... ; ............ La Costa Avenue: Saxony Rd. to Piraeus ·St. Location Code ............ 19 . County ...................... San Diego Recorder Set .......•..... 8/21/07 00:00 Recording Start .•....... 8/22/07 00: 00 Recording End ............ 8/24/07 00: 00 Sample Time .•........... ,. 15 Minutes Operator Number ......... 8717 Machine Number .......... 20317 Channel ..•..•............... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 08/22/07 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 115 60 34. 38 65 231 757 1123 1036 842 830 814 935 1011 1067 1189 1313 1432 1313 1029 769 696 422 281 17402 36 19 11 5 9 30 111 206 271 234 181 188 249 261 258 270 317 352 339 298 223 186 140 82 25 19 6 13 12 39 152 291 250 193 214 1!W 241 237 258 289 305 383 335 261 192 158 106 88 . 31 14 5 9 13 69 247 304 255 207 228 234 233 254 286 314 327 359 337 235 173 177 87 62 23 8 12 11 31 93 247 322 260 208 207 204 212 259 265 316 364 338 302 235 181 175 89 49 AM Peak Hour .....••..•...................... 07:15 to .08: 15 1188 vehicles) AM Peak Hour Factor ...................... 92.2% PM Peak Hour .....•...•..................... 16: 45 to 17:45 1458 vehicles) 'PM Peak Hour Factor ..................... 95.2% Thursday 08/23/07 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 152 78 42 47 60 239 701 1226 1002 919 883 1004 1019 1131 1272 1233 1400 1459 1262 1082 850 644 480 281 18466 39 24 13 11 6 32 107 232 264 243 210 248 241 267 317 298 338 366 335 292 235 160 122 82 48 21 11 11 12 34 155 309 212 · 207 211 243 239 298 332 315 343 394 331 285 201 168 128 79 34 16 7 15. 19 65 211 346 249 233 229 253 282 259 301 319 360 352 299 255 221 159 118 63 · · 31 17 11 10 23 108 228 339 277 236 233 260 257 307 322 301 359 347 297 250 193 157 112 57 AM Peak Hour ..•............................ 07: 15 to 08:15 1258 vehicles) AM Peak Hour Factor ..................... 90. 9% PM Peak Hour ............................... 16: 30 to 17:30 1479 vehicles) PM Peak Hour Factor .............•....... 93. 8% Weekly Summary Report Location ......................... La Costa Avenue: Saxony Rd. to Piraeus St. Location Code .................. 19 County ............................ San Diego Recorder Set ................... 8/21/07 00:00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 8/24/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8717 Machine Nuber .................. 20317 Channel. .......................... A Recorder Mode .................. Volume Week of August 19, 2007 Channel:, A Direction: W End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 82 60 71 71 02:00 31 40 36 36 03:00 24 24 24 24 04:00 45 36 41 41 05:00 120 117 119 119 06:00 436 350 393 393 07:00 934 966 950 950 08:00 1094 1048 ·1071 1071 09:00 1099 1055 1077 1077 10:00 965 935 950 950 11:00 1019 975 997 997 12:00 939 959 949 949 13 :,00 925 887 906 906 14:00 868 864 8 66 · 8 66 15:00 943 973 958 958 16:00 1031 1043 1037 1037 17:00 955 1030 . 993 993 18:00 1124 1114 1119 1119 19:00 892 904 898 898 20:00 604 647 626 626 21:00 480 487 484 484 22:00 344 408 376 376 23:00 206 247 227 227 24:00 136 156 146 146 Totals 15296 15325 15311 15311 % Avg Wkday 99.9 100.1 % Avg Day 99.9 100.1 AM Peak Hou.r 09:00 09:00 AM Count 1099 1055 PM Peak Hour 18:00 18:QO PM Count 1124 1114 Weekly Summary Report Location ......................... La Costa Avenue: Saxony Rd. to Piraeus St. Location Code .................. 19 County ............... , ............ San Diego Recorder Set ...... , ..... : ... · ... 8/21/07 00:00 Recording Start ............... 8/22/07. 00:00 Recording En:d .................. 8/24/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ................ 8717 Machine Nuber .................. 20317 Channel. .•........................ A Recorder Mode .................. Volume Week of August 19, 2007 Channel: A Direction: E End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 115 152 134 134 02:00 60 78 69 69 03:00 34 42 38 38 04:00 38 47 43 43 05:00 65 .60 63 . 63 06:00 231 239 235 235 07:00 757 701 729 729 08:00 1123 1226 1175 1175 09:00 1036 1002 1019 1019 10:00 842 919 881 881 11:00 830 883 857 857 12:00 814 1004 909 909 13:00 935 1019 977 977 14:00 1011 1131 1071 1071 , 15 :'00 1067 1272 1170 1170 16:00 1189 1233 1211 1211 17:00 1313 1400 1357 1357 18:00 1432 1459 1446 1446 19:00 1313 1262 1288 1288 20:00 1029 1082 1056 1056 21:00 769 850 810 810 22:00 696 644 670 670 23:00 422 480 451 451 24:00 281 281 281 281 Totals 17402 18466 17934 17934 % Avg Wkday 97.0 103.0 % Avg Day 97.0 103.0 AM Peak Hour 08:00 08:00 AM Count 1123 1226 PM Peak Hour 18:00 18:00 PM Count 1432 1459 :R I.c·K ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot La Costa Avenue • . . . . Between Saxony Road and Piraeus Street 22 End Time Wed 01:00 197 02:00 91 03:00 58 . 04:00 83 05:00 185 06:00 667 07:00 1691 08:00 2217 09:00 2135 10:00 1807 · 11:00 1849 12:00 1753 13:00 1860 14:00 1879 15:00 2010 16:00 2220 17:00 2268 18:00 2556 19:00 2205 20:00 1633 21:00 1249 22:00 1040 23:00 628 24:00 417 Total 32698 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 ,.._ "' -J ~ 0 Wednesday, August22,2007 La Costa ·Avenue Between Saxony Road-and Piraeus Street (0. "' "' N ,.._ 0 a:, "' "' ;;; "' N N 0 "' N N N N ;;; 0 N N "' 0 "' 0 ,.._ ..,. (0 ,.._ N 0 a:, <'> a:, a:, -a:, -"' --"' -,.._ <'> (0 -<'> -(0 - "' ..,. N -0 ..,. 0 - ,.._ "' a:, "' N (0 ,.._ :;: "' a:, : i '" a:, "' ---..,.. ~ 0 0 8 0 0 0 8 0 ~ ~ 0 0 ~ ~ ~ g i 8 0 g ~ 0 ; 0 ~ 0 0 0 0 0 0 0 ii '" s i,; .,; g :: ~ ;! :, :: $! 0 ;;. i:i " 0 0 0 N N N Time • -Volumes represent COf!1bined totals of both directions. I RIC.K: -... " . ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot La Costa Avenue • . Between Saxony Road and Piraeus Street Thuraday,August23,2007 23 End Time Thur La Costa Avenue Between Saxony Road and Piraeus Street 01:00 212 02:00 118 3900 03:00 66 04:00 83 05:00 177 06:00 589 07:00 1667 08:00 2274 09:00 2057 10:00 1854 2750 2500 2250 2000 ~ .S! u 1750 :c "' .... 0 "' "' N -... ... "' "' N .... ... .... "' N N N N N "' .... N ;::; "' "' "' 0 (0 (0 m N ... a, m 0 m "' "' -m -. a, a, -m .... --N (0 .... :£ - · 11:00 1858 12:00 1963 ~ 1soci ~ 0 .. .... "' "' -13:00 1906 1250 N "' 0 14:00 1995 1000 - 15:00 2245 16:00 2276 750 .... N m .... a, "' 17:00 2430 500 .... "' ... 18:00 2573 19:00 2166 20:00 1729 21:00 1337 22,00 1052 250 0 N .... ;::; a, .... -(0 "' -I -I ■ (0 a, --. ~ c,-½-I;! 8 0 8 0 ~ 0 0 0 8 ~ 0 I;! 0 I;! 0 ~ 0 I;! I;! I;! 0 0 I;! 9. 0 0 ~ 0 ~ 0 0 0 0 0 0 s M ;i iri ~ <ri ~ 11 ~ ~ ~ $! :" 0 ;:; ~ ;,; ~ 0 0 0 .o N N 23:00 727 Time 24:00 437 Total I 33191 I * -Volumes represent combined totals of both directions. r ' '! ' -i ' ,' ,, '' ' ' ,,, • . ", l ', ' ' i;., CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 20 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 ,J IM RICK ' ' ' :~··· ' : ENGINEERING COMPANY Transportati01l Division I Volume Count Report Location ................... La Costa Avenue: Cadencia St. to Romeria St. Location ·code ............ 20 County ......... _. ............ San Diego ·Recorder Set ............. 7 /17 /07 00: 00 Recording Start ...... , .. 7 /18/07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8718 Machine Number .......... 20318 Channel. .................... A Divide By .................. 2 Summation ......••.......... No Two-l"!ay .•............ , .••.•. No Wednesday 07/18/07 Channel·: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 23 15 7 8 21 133 329 452 479 401 336 359 381 323 343 426 390 335 285 267 201 158 107 55 5834 9 ·4 2 3 21 53 106 132 10_5 80 93 94 69 98 111 97 77 75 59 49 39 32 18 6 1 3 2 3 25 80 99 120 97 76 106 101 81 85 106 97 87 83 72 53 36 28 16 2 6 4 36 92 121 116 117 85 71 96 87 84 102 89 95 65 80 -54 38 22 12 6 4 4 11 51 fo4 126 111 82 95 89 90 86 76 107 107 76 62 56 45 45 25 9 AM Peak Hour ............................... 07:30 to 08:30 499 vehicles) AM Peak Hour Factor ........... · .......... 94. 5% PM Peak Hour ............................... 15: 00 to 16:00 426 vehicles) PM Peak Hour Factor ...................... 95. 9% Thursday 07/19/07 Channel: A Direction: w 0100 0200 0300 0400.0500 0600 0700 0800 0900 1000 1100 1200 130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 34 16 9 9 27 130 330 462 458 394 366 358 354 351 348 410 350 433 303 236 160 142 97 39 5816 11 2 4 0 2 18 58 112 108 130 94 . 90 98 78 73 97 94 126 77 54 40 33 29 11 10 4 1 5 26 90 101 113 96 80 85 92 85 93 111 82 102 80 72 38 41 17 8 6 7 2 4 12 37 93 118 126 96 95 99 78 97 91 89 91 110 76 59 37 35 29 15 7 3 2 4 8 49 89 131 111 72 97 84 86 91 91 113 83 95 70 51 45 33 22 5 AM Peak Hour ............................... 08: 15 to 09:15 480 vehicles) AM Peak Hour Factor ..................... 92. 3% PM Peak Hour ............................... 17: 00 to 18:00 433 vehicles) PM Peak Hour Factor ...................... 8-5. 9% Volume Count Report Location ................... La Costa Avenue: Cadencia St. to Romeria St. Location Code ............ 20 County· .......•.............. San Diego Recorder Set ............. 7 /17 /07 00: 00 Recording Start ......... 7 /18/07 00: 00 Recording. End ........ .'.:. 7 /20/07 00: 00 Sample Time ....•.......... 15 Minutes Operator Number ....•..•. 8718 Machine Number .......... 20318 Channel .............•....... A Divide By .................. 2 Summation ... :.· ............. No Two-Way .............•....... No Wednesday 07/18/07 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600_1700 1800 1900 2000 2100 2200 2300 2400 Totals · 56 26 16 10 14 49 203 262 335 275 264 261 363 332 413 515 573 711 526 466 356 266 215 116 6669 26 6 4 6 23 56 70 75 54 75 76 63 109 121 134 174 135 121 95 69 57 39 15 9 7 1 6 11 42 70 74 74 63 64 96 64 96 140 130 191 147 130 69 66 57 29 9 3 7 3 3 12 62 71 67 63 65 66 97 61 105 125 152 191 127 111 90 62 52 26 6 6 2 4 20 56 65 104 63 62 74 90 64 101 129 157 155 117 104 84 67 49 22 AM Peak Hour ....................... , ....... 0 8 : 15 to 09:15 340 vehicles) AM Peak Hour Factor ..................... 81. 7% PM Peak Hour ................................ 16: 45 to 17:45 713 vehicles) PM 'Peak Hour Factor ..... : ...•........... 93.3% Thursday 07/19/07 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 62 25 23 12 .16 51 200 233 314 274 275 334 367 375 393 502 575 665 560 404 334 261 217 112 6644 21 12 10 3 2 4 20 47 56 65 55 66 116 102 95 110 112 147 167 111 95 73 59 37 19 2 5 4 3 10 40 . 46 64 49 67 62 94 92 101 117 150 196 146 119 65 75 59 31 11 4 5 2 4 15 66 61 79 66 66 71 65 74 97 127. 163 173 124 90 75 73 56 21 11 7 3 3 7 22 74 79 · 93 72 67 95 92 107 100 146 150 167 121 64 79 60 41 23 AM Peak Hour ............................... 11: 30 to 12:30 376 vehicles)· AM Peak Hour Factor ..................... 81. 0% PM Peak Hour ................•.............. 1 7: 15 to 18:15 705 vehicles) PM Peak Hour Factor., ..................• 89.0% Weekly Summary Report Location ......................... La Costa Avenue: Cadencia St. to Romeria St. Location Code .................. 20 County ............................ San Diego Recorder Set ................... 7 /17 /07 00: 00 Recording Start ............... 7 /18/07' 00: 00 Recording End .................. 7 /20/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8718 Machine Nuber .................. 20318 Channel, .......................... A Recorder Mode .................. Volume Week of July 15 ,-2007 Channel: A Direction: W End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 23 34 29 29 02:00 15 16 16 16 03:00 7 9 8 8 04:00 8 9 9 9 05:00 21 27 24 24 06:00 133 130 132 132 07:00 329 330 330 330 08:00 452 462 457 457 09:00 479 458 469 469 10:00 401 394 398 398 11:00 336 366 351 351 12:00 359 358 359 359 13:00 381 354 368 368 14:00 323 351 337 337 15:00 343 348 346 346 16:00 426 410 418 418 17:00 390 350 370 370 18:00 335 433 384 384 19:00 285 303 294 294 20:00 267 236 252 252 21:00 201 160 181 181 22:00 158 142 150 150 23:00 107 97 102 102 24:00 55 39 47 47 Totals 5834 5816 5825 5825 % Avg Wkday 100 .2 99.8 % Avg Day 100.2 99.8 AM Peak Hour 09:00 08:00 AM Count 479 462 PM Peak Hour 16:00 18:00 PM Count 426 433 . Weekly Summary Report Location ......................... La Costa Avenue: Cadencia St. to Romeria St, Location Code ............ : ..... 20 County ......... , .................. San Diego Recorder Set .................... 7 /17 /07 00: 00 Recording Start ............... 7/18/07 00:00 Recording End .................. 7/20/07 00:00 Sample Time ..................•.. f5 Minutes Operator Number ............... 8718 Machine Nuber ... ; .............. 20318 Channel. .......................... A Recorder Mode .................. Volume Week of July 15, 2007 Channel: A Direction: E End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri ·sat Avg. Avg. 01:00 58 62 60 60 02:00 28 25 27 27 03:00 16 23 20 20 04:00 10 12 11 11 05: 00· 14 16 15 15 06:00 49 51 50 50 07:00 203 200 202 202 08:00 282 2.33 258 258 09:00 335 314 325 325 10:00 275 274 275 275 · 11:00 264 275 270 270 12:00 281 334 308 308 13:00 363 387 375 375 14:00 332 375 354 354 15:00 413 393 403 403 ·16: 00 515 502 509 509 17:00 .573 575 574 574 18:00 711 685 698 698 19: 00 . 526 560 543 543 20:00 466 404 435 435 21:00 358 334 346 346 22:00 286 281 284 284 23:00 215 217 216 216 24:00 116 112 114 114 Totals 6689 6644 6667 6667 % Avg Wkday 100.3 99.7 "' 0 Avg Day 100.3 99.7 AM Peak Hour 09:00 12:00 AM Count 335 334 PM Peak Hour 18:00 18:00 PM Count 711 685 ENGINEERING COMPANY :Jransporcation Division ,M 24-Hour Volume Plot La Costa Avenue ~· w Between Cadencia Street and Romeria Street Wednesday, July 18, 2007 18 End Time Wed La Costa Avenue Between Cadencia Street and Romeria Street 01:00 81 02:00 43 1250 03:00 23 04:00 18 <D ... 0 05:00 35 -"' 06:00 182 1000 ;I; <D "' 07:00 532 ... 08:00 734 09:00 814 10:00 · 676 11:00 600 12:00 640 .. " u 750 :2 ~ -0 ,. .; -... <D a, ... "' "' "' ;:!: .... "' ... <D ... ... 0 "' <D ... "' 0 <D <D 0 <D "' N "' "' "' "' 13:00 744 500 "' ... 14:00 655 ... 15:00 756 N N "' 16:00 941 17:00 963 250 N ,:: a, --18:00 1046 19:00 811 20:00 733 0 .; "' "' I ... "' a, "' -N ---' ..,. 21:00 559 22:00 444 23:00 322 Time 24:00 171 I Total I 12523 I • ~ Volumes represent combined totals of both directions. ENGINEERING COMPANY Tran.sportation'Division '" 24-Hour Volume Plot La Costa Avenue ~ w Between Cadencia Street and Romeria Street Thursday, July 19, 2007 19 End Time Thur La Costa Avenue Between Cadencia Street and Romeria Street ·01:00 96 02:00 41 1250 03:00 32 ., 04:00 21 ..,. ..,. 05:00 43 06:00 181 07:00 530 1000 "' "' "' ;,; 0, "' <O ., 08:00 695 "' 09:00 772 10:00 668 11:00 641 ~ u 750 :E " > ... ;! <O ;! ... "' "' N "' ., "' ... <O <O ~ <O 0 <O ;g <O 12:00 692 -0 .. 0 "' .., "' -0, 13:00 741 500 .., "' N 14:00 726 .., 15:00 741 .., ;;; 16:00 912 17:00 925 250 .; . ..,. .; 18:00 1118 19:00 -863 20:00 640 0 <O LI 0, I ~ N "' ·"' " .., ----...... 21:00 494 22:00 423 0 0 0 0 8 I 0 0 0 0 I;! 8 8 8 8 0 ~ ; 8 8 ~ 8 I;! I;! " 0 0 0 0 0 0 0 ~ 0 N g ., o; s iD iri ~ ~ ~ ~ ~ $i ~ c i:l M ;i; 0 0 0 0 0 N N N 23:00 314 Time 24:00 151 I Total 1124so I • -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 21 Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road NB 15 Minute Volu.me 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 · Location Code ............ 21 County ................•..... San Diego Recorder Set ............. 7/16/07 00:00 Recording Start ......... 7 /18/07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time ... : ......... · .. 15 Minutes Operator. Number .......... 8718 Machine Number .......... 20318 Channel ..•.. , ............... A Divide By ........ · .......... 2 Summation ..........•....... No Two-Way ..................... No Wednesday 07/18/07 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 98 43 16 29 52 175 520 912 981 892 958 859 973 936 1067 1510 1375 1329 1058 774 607 479 373 204 16220 42 17 3 5 10 28 80 176 267 223 283 196 227 230 245 310 316 332 3Q7 220 162 130 106 73 23 9 7 4 8 33 106 219 215 210 268 212 239 244 291 332 345 354 288 228 164 130 109 56 r 14 9 5 4 14 50 160 222 237 222 207 212 259 238 269 436 355 333 238 181 144 114 83 49 19 8 1 16 20 64 174 295 262 237 200 239 248 224 262 432 359 310 225 145 137 105 75 26 AM Peak Hour ......................•........ 07:45 to 08:45 1014 vehicles) AM Peak Hour Factor ...................... 85. 9%' PM Peak Hour ................•.............. 15: 30 to 16:30 1529 vehicles) PM Peak Hour Factor ...... _ ............... 87. 7% Thursday 07/19/07 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· 103 42 30 41 50 180 516 942 960 927 838 855 1088 1207 1137 1454 1367 1366 1096 764 539 478 346 204 16530 31 16 12 6 10 24 87 175 265 286 189 205 217 340 272 358 325 350 321 210 138 122 96 77 ' 24 10 8 10 8 42 97 218 237 204 225 191 280 312 229 434 392 375 282 223 136 136 104 61 19 9 5 13 14 38 161 261 219 223 205 213 310 276 . 365 337 335 323 248 168 122 124 85 27 29 7 5 12 18 76 171 288 239 214 219 246 281 279 271 325 315 318 245 163 143 96 61 39 AM Pea·k Hour ............................... 07: 30 to 08:30 1051 vehicles) AM Peak Hour Factor ..................... 91. 2% PM Peak Hour ............................... 15: 00 to 16:00 1454 vehicles) PM Peak Hour Factor ..................... 83. 8% ( Volume Count Report Location ................... Rancho Santa Fe Road: La Costa Meadows Dr. to San Elijo Location ·code ......... -... 21 County ...................... San Diego Recorder Set ........ ; .... 7/16/07 00:00 Recording Start ......... 7/18/07 00:00 Recording End ..... _. ...... 7 /20/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8718 Machine -Number ......•... 20318 Channel. ..... ; .............. A Divide By .................. 2 Summation .................. No Two-Way ........ · ......•....•. No Wednesday· 07/18/07 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 87 43 27 37 104 381 1369 1640. 1536 1173 1087 1089 1074 1074 958 1067 1057 1276 949 650 534 473 289 156 18130 32 10 9 6 16 44 236 441 396 336 296 254 256 284 225 271 219 326 255 185 114 120 79 52 31 13 6 2 11 71 350 375 432 284 250 265 267 270 255 248 272 335 256 177 130 137 85 50 13 14 6 11 28 102 387 433 368 282 268 284 272 246 238 258 279 319 226 137 169 107 64 27 11 6 6 18 49 164 396 391 340 271 273 286 279 274 240 · 290 287 296 212 151 121 109 61 27 AM Peak Hour ............................... 07:30 to 08:30 1652 vehicles)· AM Peak Hour Factor .......... · .....••.... 95. 4% PM Peak Hour .................... _. .......... 17:00 to 18:00 1276' vehicles) PM Peak Hour Factor ..................... 95.2% Thursd·ay 07/19/07 Chan_nel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 94 45 36 46 102 368 1389 1635 1540 1123 1090 1049 1154 1030 1055 1089 1200 1307 928 660 .556 474 339 158 18467 30 10 7 12 10 53 234 415 368 305 252 239 318 249 237 252 245 333 272 211 117 116 104 51 29 13 10 10 22 68 332 412 399 262 283 264 285 246 252 243 346 349 249 179 152 132 102 40 16 10 13 12 · 31 96 448 388 380 296 256 251 259 261 257 302 283 311 232 146 148 120 74 38 19 12 6 12 39 151 375 420 393 260 299 295 292 274 309 292 326 314 175 124 139 106 59 29 AM Peak Hour ............................... 06: 30 to 07:30 1650 vehicles) AM Peak Hour Factor ..................... 92 .1% PM Peak Hour ...............•............... 16: 45 to 17:45 1319 vehicles) PM Peak Hour Factor ..................... 94 .-5% Weekly Summary Report Location ... : ..................... Rancho Santa Fe Road: La Costa Meadows Dr. to San Eli Location Code,· ................. 21 County ............................ San Diego Recorder Set ................... 7 /16/07 00: 00 Recording Start ............... 7 /18/07 00: 00 Recording End .................. 7 /20/07 00: 00 Sample Time ..................... 15 Minutes . Operator Number ............... 8718 Machine. Nuber ................. ; 20318 Channel. .......................... A Recorder Mode .................. Volume Week of July lS, 2007 Channel: A Direction: N End 15 16 17 18 19 20 21 Wkday Daily Time Sun · Mon Tue Wed Thu Fri Sat Avg. . Avg. 01:00 98 103 101 101 02 :·00 43 42 43 43 03:00 16 30 23 23 04:00 29 41 35 35 05:00 52 50 51 51 06:00 175 180 178 ~78 07:00 520 516 518 518 08 :.00 912 942 927 927 09:00 981 960 971 971 10:00 892 927 910 910 11:00 958 838 898 898 12:00 859 855 .857 857 13:00 973 1088 1031 1031 14:00 936 1207 1072 1072 15:00 1067 1137 1102 1102 16:00 1510 1454 1482 1482 17:00 1375 1367 1371 1371 18:00 1329 1366 1348 1348 19:00 1058 1096 1077 1077 20:00 774 764 769 769 21:00 607 539 573 573 22:00 479 478 479 479 23:00 373 346 360 360 24:00 204 204 . 204 204 Totals 16220 16530 16375 16375 % Avg Wkday 99.1 100.9 % Avg Day 99.1 100.9 AM Peak Hour 09:00 09:00 AM Count 981 960 PM Peak Hour 16:00 16:00 PM Count 1510 1454 Weekly Summary Report Location ......................... Rancho Santa Fe Road: La Costa Meadows Dr. to San Eli L·ocation Code .................. 21 County ............................ San Diego Recorder Set ........... : ....... 7/16/07 00:00 Recording Start; .... : ......... 7/18/07 00:00 Recording End .................. 7 /20/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8718 Machine Nuber .................. 20318 Channel. .......................... A Recorder Mode .................. Volume Week of July 15,· 2007 Channel: A Direction: S End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thti Fri Sat Avg.· Avg. 01:00 87 94 91 91 02:00 43 45 44 . 44 .03: 00 27 36 32 32 04:00 37 46 42 42 05:00, 104 102 · 103 103 06:00 381 368 375 375 07:00 1369 1389 1379 1379 08:00 1640 1635 1638 1638 09:00 1536 1540 1538 1538 10:00 1173 1123 1148 1148 11:00 1013'7 · 1090 1089' 1089 12:00 1089 1049 1069 1069 13:00 1074 1154 1114 1114 14:00 1074 1030 1052 1052 1,5: 00 958 1055 1007 1007 16:00 1067 1089 1078 1078 17:00 1057 1200 1129 1129 18:00 1276 1307 1292 1292 19:00 949 928 939 939 20:00 650 660 655 .655 21:00 534 556 545 545 22: o·o 473 474 474 474 23:00 289 339 314 314 24:00 156 158 157 157 Totals 18130 18467 18299 18299 % Avg.Wkday 99.1 100.9 % Avg Day 99.1 100.9 AM Peak Hour 08:00 08:00 AM· Count 1640 1635 PM Peak Hour 18:00 18:00 PM Count 1276 1307 ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Rancho Santa Fe Road • . . . . Between La Costa Meadows Drive and San Elijo Road Wednesday, July 18, 2007 18 End Time Wed Rancho Santa Fe Rd. Between La Costa Meadows Dr. and San Elijo Rd. 01:00 185 02:00 86 3000 03:00 43 04:00 66 05:00 156 2750 2500 ,._ '° N ,._ ,._ 0 '° "' '° "' '° N N N N "' N ... . N 06:00 556 07:00 · 1889 08:00 2552 09:00 2517 10:00 2065 11:00 2045 2250 2000 <I> m u 1750 :c ~ 1500 - '° '° ,._ 0 '° "' ... ... N ,._ 0 0 "' 0 0 0 "" N N ... N 0 0 "' "' N N N "' -- ... N ... 12:00 1948 0 .. :;: 13:00 2047 1250 -N 14:00 2010 1000 '° "' 15:00 2025 N 16:00 2577 750 "' "' '° "' "' 17:00 2432 500 0 "' 18:00 2605 19:00 2007 20:00 1424 250 0 '° "' "' "' J -'° ,. J. <D "' "' -"' ... <D I --..,_ ~ ..,_ ~ ~ ..,_ 21:00 .1141 22:00 952 23:00 662 Time 24:00 360 I Total I 34350 I • • Volumes represent combined totals of both directions. ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Rancho Santa Fe Road • . . . . Between La Costa Meadows Drive and San Elijo Road 19 End Time Thur 01:00 197 02:00 87 3000 03:00 66 04:00 87 2750 05:00 152 2500 06:00 548 07:00 1905 2250 08:00 2577 2000 09:00 2500 "' m 10:00 2050 · ;; 1750 :E m 11:00 1928 > 1500 -. 12:00 1904 0 .. 13:00 2242 1250 14:00 2237 1000 15:00 2192 . 16:00 2543 750 17:00 2567 500 18:00 2673 .... a, 19:00 2024 20:00 1424 250 0 -I 21:00 1095 22:00 952. 23:00 685 24:00 362 I Total I 34997 I Thursday, July 19, 2007 Rancho Santa Fe Rd. Between La Costa Meadows Dr. and San Elijo Rd. .... ., - 8 s <C .... <C ., -- "' D a, - ., ., ., N "' -■ .... .... "' N D D ., N 0 0 ~ D "' D N N ., N N ., ., N D a, a, -- '-,- Time .... N "' ~ a, -N "' ., "' N .... <C "' N 0 " " "' .... <C N ., N D N ~ ~ ., N ., 0 0 ~ '-,- "' a, D -N "' a, "' ., <C N <C "' I ~ • -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 22 Rancho Santa Fe Road Between A venida Soledad 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 Day 1 24-Hour Volume Plot Day 2 RICK ENGINEERING COMPANY Transportation Dit1ision Page 1 2 3 4 5 6 Volume Count Report .Location ................... Rancho Santa Fe: Avenida Soledad to Camino Junipero Location Code ..•......... 22 County .....•.. '.············· San Diego Recorder Set ............. 7 /16/07 00: 00 Recording Start ......... 7 /18/07 00: 00 Recording End .•.........• ·7 /20/07 00: 00 Sample Time .......•....... 15 Minutes Operator Number ......... 8720 Machine Number .......... 20320 Channel ..................... A Divide By ......... : ....•... 2 Summation .................. No Two-Way ..................... No Wednesday 07/18/07 Channel: A · Directio;n: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 j200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 146 60 29 , 29 45 186 653 960 941 942 920 889 1045 1011 1255 1610 1762 1806 1494 1115 915 717 514 287 19331 61 21 10 7 10 26 92 184 238 245 201 207 260 254 282 342 451 454 451 306 254 177 138 104 38 15 9 6 8 37 147 196 232 216 272 229 296 272 332 400 409 499 380 303 246 192 142 74 23 13 6 3 10 54 200 264 221 254 244 241 251 260 347 422 442 440 346 257 227 1.86 130 63 24 11 4 13 17 69 214 316 250 227 203 212 238 225 294 446 460 413 317 249 188 162 104 46 AM Peak Hour ...........•....•.•............ 07:30 to 08:30 ·1050 vehicles) AM Peak Hour Factor ..................... 83 .1% PM Peak Hour .............................•. 16: 30 to 17:30 1855 vehicles) PM Peak Hour Factor ..................... 92.9% Thursday 07/19/07 Channel: A Direction: N. 0100 0200 0300 0400. 0500 0600 0700 0800 0900 1000 1100 j200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 170 66 33 46 50 196 656 958 979 928 851 903 1047 1120 1195 1643 1781 1884 1470 1126 843 667 516 302 19430 59 22 . 16 6 11 21 94 192 270 264 185 222 233 293 275 380 445 421 395 315 212 189 141 99 39 15 5 13 9 44 138 236 232 215 221 220 272 304 285 394 464 526 384 319 231 192 142 90 33 14 6 15 17 51 219 277 232 211 232 210 255 274 298 418 445 483 379 251 202 164 129 50 39 15 6 12 13 80 205 253 245 238 207 251 287 249 337 451 427 454 312 241 198 122 104 63 AM Peak Hour ............................... 07: 15 to 08:15 1036 vehicles) AM Peak Hour Factor •.........•.......... 93. 5% PM Peak Hour ............................... 17: 00 to 18:00 1884 vehicles) PM Peak Hour Factor ..................... 89. 5% Volume Count Report Location ................... Rancho Santa Fe: .Avenida Soledad to. Camino Junipero Location Code ............ 22 County ...................... San Diego1 Recorder Set ............. 7 /16/07 00: 00 Recording. Start •........ 7 /18/07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time· •...........•... 15 Minutes Operator Number ......... 8720 Machine Number .......... 20320 Channel. .................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/18/07 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 87 42 24 37 132 497 1643 2078 1969 1404 1215 1222 1147 1082 1059 1223 1148 1346 981 697 571 437 303 158 20502 30 11 4 9 14 67 297 562 535 391 320 287 281 299 262 312 257 349 270 208 136 105 88 53 30 13 7 2 15 87 399 476 506 363 291 302 282 253 272 298 288 351 252 180 137 130 80 41 15 13 7 9 40 161 459 536 494 328 287 303 279 254 239 305 . 317 340 238 144 168 105 70 36 12 5 6 17 63 182 488 504 434 322 317 330 305 276 286 308 286 306 221 165 130 97 65 28 AM Peak Hour ............................... 07:30 to 08:30 2081 vehicles) AM Peak Hour Factor ... ; ................. 97 .1% PM Peak Hour ........•.. · .................... 17:00 to 18:00 1346 vehicles) PM Peak Hour Factor ..................... 95. 9% Thursday 07/19/07 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 14001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 83. 44 35 51 138 469 1661 2079 1885 1369 1211 1163 1254 1068 1096 1250 1233 1347 986 707 540 432 358 172 20631 23 11 9 11 15 71 292 536 466 389 276 273 328 288 239 298 271 349 268 196 119 110 108 47 23 12 8 11 21 BB 349 500 493 349 314 293 324 243 276 295 337 349 265 205 138 122 103 50 17 11 11 14 47 136 516 527 469 328 303 290 300 246 280 334 294 311 237 159 142 104 76 41 20 10 7 15 55 174 504 516 457 303 318 307 302 291 301 323 331 338 196 147 141 96 71 34 AM Peak Hour ............................... 07:00 to 08:00 2079 vehicles) AM Peak Hour Factor ....................• 97. 0% PM Peak Hour ................................ 1 7 : 0 0 to 18:00 1347 vehicles) PM Peak Hour Factor ..................... 96.5% Weekly Summary Report Location .......................... Rancho Santa Fe: Avenida Soledad ·tci Camino Junipero Location Code .................. 22 County .. · ...... , ................... San Diego Recorder Set .... : .............. 7/16/07 00:00 Recording Start ......... : ..... 7/18/07 00:00 Recording End .................. 7 /20/07 00: 00 Sample Time ...................... 15 Minutes Operator Number ............... 8720 Machine Nuber .................. 20320 Channel. .......................... A Recorder Mode .............. : ... Volume Week of July 15, 2007 Channel: ·A Direction: N End 15 16 17 18 19 20 21 Wkday Daily Time Sun · Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 146 170 158 158 02:00 60 66 63 63 03:00 29 33 31 31 04:00 29 46 38 38 05:00 45 50 48 48 06:00 186 196 191 191 07:00 653 656 655 655 08:00 960 958 959 959 09:00 941 979 960 960 10:00 942 928 935 935 11:00 920 851 886 886 12:00 889 90_3 896 896 13:00 1045 1047 1046 1046 14:00 1011 1120 1066 1066 15:00 1255 1195 1225 1225 16:00 1610 1643 1627 1627 17:00 1762 1781 1772 1772 18:00 1806 1884 1845 1845 19:00 1494 1470 1482 1482 20:00 1115 1126 1121 1121 21:00 915 843 879 879 22:00 717 667 692 692 23:00 514 516 515 515 24:00 287 302 295 295 Totals 19331 19430 19381 19381 % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 AM Peak Hour 08:00 09:00 AM Count 960 979 PM Peak Hour 18:00 18:00 PM Count 1806 1884 Weekly Summary Report Location ......................... Rancho Santa Fe: Ave·nida Soledad to Camino Junipero Locatio_n Code .................. 22 County ................ , ........... San Diego Recorder Set ................... 7/16/07 00:00 Recording Start ............... 7 /18/07 · 00: 00 Recording End .................. 7 /20/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ... : ........... 8720 M\lchine Nuber .................. 20320 Channel. .......................... A Recorder Mode .................. Volume Week of Jul.y 15, 2007 Channel.: A Direct-ion: s End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 87 83 85 85 02:00 42 44 43 43 03:00 24 35 30 30 04:00 37 51 44 44 05:00 132 138 135 135 06:00 497 469 483 483 07:00 1643 1661 1652 1652 08:00 2078 2079 2079 2079 09:00 1969 1885 1927 1927 10:00 1404 1369 1387 1387 11:00 1215 1211 1213 1213 12:00 1222 1163 1193 1193 13:00 1147 1254 1201 1201 14:00 1082 1068 1075 1075 15:00 1059 1096 1078 1078 16:00 1223 1250 1237 1237 17:00 1148 1233 1191 1191 18:00 1346 1347 1347 1347 19:00 981 986 984 984 20:00 697 707 702 702 21:00 571 540 556 556 22:00 437 432 435 435 23:00 303 358 331 331 24:00 158 172 165 165 Totals 20502 20631 20567 20567 % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 AM Peak Hour 08:00 08:00 AM Count 2078 2079 ·PM Peak Hour 18:00 18:00 · PM Count 1346 1347 • I ENGINEERING COMPANY Transportation Division '" 24-Hour Volume Plot Rancho Santa Fe Road • . . . . Between Avenida Soledad and Camino Junipero 18 End Time· Wed 01:00 233 02:00 10.2 03:00 53 04:00 66 05:00 177 06:00 683 07:00 2296 08:00 3038 09:00 2910 10:00 2346 11:00 2135 12:00 2111. 13:00 2192 14:00 2093. 15:00 2314 16:00 2833 17:00 2910 18:00 3152 19:00 2475 20:00 1812 21:00 1486 22:00 1154 23:00 817 24:00 445 Total I 39833 I 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 Wednesday, July 18, 2007 "' "' N N I ;;. "' "' Rancho Santa Fe Road Between Avenida Soledad and Camino Junipero N a:, "' "' 0 0 .; 0 "' ;;; "' ;;; "' N a:, N N "' co ,._ co ..,. ..,. . ..,. N 0, "' N .; N N "' -0, "' N N "' -;::; . 0, ;::; ;::; 0 N N ;;; - "' a:, co ,._ . ,._ ! .i. ~ ..,. ..,. ~ c.,. ~ ..,. ..,. Time - co a:, ;:!: ..,. "' --,._ ;;; "' ;j: I * -Volumes represent combined totals of both directions. ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Rancho Santa Fe Road • . . ' Between Avenida' Soledad and Camino Junipero. 19 End Time· Thur 01:00 · 253 02:00 110· 03:00 68 04:00 97 05:00 188 06:00 665 07:00 2317 08:00 3037 09:00 2864 10:00 2297 11:00 2062 12:00 2066 13:00 2301 14:00 2188 15:00 2291 16:00 2893 17:00 3014 18:00 3231 19:00 2456 20:00 1833 21:00 1383 22:00 1099 23:00 874 24:00 474 I Total I 4oos1 I . "' ~ u l:: ~ -0 .. 3500 3250 3000 275-0 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 "' "' "' 0 I ---~ 0 0 0 gf ., "' Thursday, July 19, 2007 Rancho Santa Fe Road Between Avenida Soledad and Camino Junipero ;;; .... "' ..,. "' "' "' 0 0 ..,. "' (0 C, "' ., ., "' "' (0 "' .... .... 0 '" ~ ;;; C, ., "' "' ., "' "' "' "' "' "' °' "' "' "' 0 0 "' "' "' "' ., - . "' "' (0 "' ., .... -C, - "' ., "' - -L ..,. ..,. ..,. ...,. ...,. ...,. 0 8 8 ~ : ~ 0 8 ~ 8 ~ 0 8 0 ~ 0 8 8 0 ~ 0 0 0 0 ·~ t '" m g ~ l" ~ ~ $! ~ ~ 0 " 0 0 0 0 N Time . C, C, 0 ~ ;:!: ., ;:!: ..,. 0 8 0 ~ ~ ii N . • -Volumes.represent combined totals of both directions. . CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 23 Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/A venida La Posta Page NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB W~ekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-HourVolume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... Rancho Santa Fe: Olivenhain Rd. to Avenida La Posta Locatio_n Code .... .-....... 23 County ..................... '. San Diego ' Recorder Set ............. 7/16/07 00:oo· Reco,:ding Start ......... 7 /18 /07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time ..... ; ......... 15 Minutes . Operatc:,r Number ......... 8721 Machine Number .......... 20321 Channel ..................... A Divide By .................. 2 Summation ................... No .Two-Way ..................... No Wednesday 07/18/07 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 29 15 9 9 13 52 161 351 413 483 445 489 541 542 583 734 747 644 549 365 282 168 149 96 7869 4 6 5 0 2 8 31 60 83 120 116 124 129 132 124 172 191 163 151 106 70 47 45 35 6 5 2 3 2 9 23 88 114 116 106 116 132 116 165 170 183 154 164 109 73 43 39 22 11 2 0 4 6 18 49 . 96 96 112 115 138 134 151 136 196 179 174 140 77 61 41 37 21 8 2 2 2 3 17 58 107 120· 135 108 111 146 143 158 196 194 153 94 73 78 37 28 18 ; AM Peak Hour ............................... 11: 30 to 12:30 510 vel;J.icles) AM Peak Hour Factor .............. : ...... 92.4% PM Peak Hour ............................... 15:30 to 16:30 766 vehicles) PM Peak Hour Factor ..................... 97. 7% Thursday 07/19/07 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 16 4 8 13 53 171 351 440 481 444 476 544 545 556 723 737 649 579 328 200 141 129 75 7712 26 4 3 6 33 67. 101 123 111 119 133 138 128 159 186 149 179 95 54 34 34 23 9 6 0 2 6 10 40 115 100 130 119 121 140 142 139 195 182 168 156 82 48 40 31 17 . 7 3 0 2 3 13 48 84 118 119 103 115 130 136 152 189 184 159 146 82 44 · 38 32 21 7 3 3 3 24 50 85 121 109 111 121 141 129 137 180 185 173 98 69 54 29 32 14 AM Peak Hour .. .-............................ 11: 30 to 12:30 509 vehicles) AM Peak Hour Factor ..................... 90. 9% PM Peak Hour ............................... 15: 15 to 16:15 750 vehicles) PM Peak Hour Factor ..................... 96.2% Volume Count Report Location ................... Rancho Santa Fe: Oli venhain Rd. to Avenida La Posta Location. Code ...... ; ..... 23 County ...................... San Diego Recorder Set .... .-........ 7/16/07 00: 00 Recording Start ......... ·7 /18/07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time ......... : ..... 15 Minutes Operator Number ......... 8721 Machine Number ........... 20321 Channel ..................... A . Divide By ................ ;. 2 Summation .................. No . Two-Way ..................... No Wednesday 07/18/07 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 40 25 9 9 17 76 573 703 725 618 536 567 630 596 517 592 563 679 527 344 343 244 157 90 9180 13 6 5 2 2 . 7 64 179 165 171 130 122 154 162 106 133 147 168 141 89 98 67 53 32 9 11 2 4 13 112 162 200 163 129 141 154 141 . 124 140 139 198 139 99 91 74 40 20 8 4 0 2 6 21 204 177 196 138 130 154 163 141 135 150 122 142 138 72 76 53 33 16 10 4 2 8 35 193 185 164 146 147 150 159 152 152 169 155 171 109 84 78 50 31 22 AM Peak Hour ............................... 07 :.45 to o·8: 45 746 vehicles) AM. Peak Hour Factor ..................... 93.3% PM Peak Hour ............................... 17: 00 to 18:00 679 vehicles) PM Peak Hour Factor ..................... 85. 7% Thursday 07/19/07 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 19 9 10 10 85 574 747 702 603 547 548 631 578 575 614 619 708 494 367 271 283 173 80 9295 16 6 4 4. 0 7 70 154 173 177 139 143 150 131 110 158 152 192 140 98 75 74 51 24 12 4 3 15 118 212 183 156 151 120 166. 161 149 163 155 197 146 102 73 87 44 22 10 5 0 4 2 22 189 205 182 138 121 137 159 130 137 139 155 164 111 86 75 66 35 15 10 4 2 1 7 41 197 176 164· 132 136 148 156 156 149 154 157 155 97 81 48 56 43 19 AM Peak Hour ............................... 06: 45 to 07:45 768 vehicles) AM Peak Hour Factor ...................... 90. 6% PM Peak Hour ............................... 16: 45 to 17:45 710 vehicles) PM Pe.ak Hour Factor ..................... 90 .1% \' Weekly Summary Report Location, ........................ Rancho Santa Fe: Olivenhain Rd. to Avenida La Pasta Location Code .................. 23 County ........................ ,,,. San Diego Recorder Set ................... 7/16/07 00:00 Recording Start ............... 7 /18/07 00: 00 Recording End .................. 7 /20/07 00: 00 · Sample Time ..................... 15 Minutes Operator Number ............... 8721 Machine Nuber .................. 20321 Channel ................... , ...... , A· Recorder Mode ............... ·, .. Volume Week of July 15, 2007 Channel: A Direction: •N End 15 16 17 18 -19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 29 49 39 39 02:00 15 16 16 16 03:00 9 4 7 ·7 04:00 9 8 9 9 05:00 13 13 13 13 06:00 52 53 53 53 07:00 161 171 166 166 08:00 351 351 351 351 09:00 413 440 427 427 . 10: 00 4~3 481 482 482 11:00 445 444 445 445 12,00 489 476 483 483 13:00 541 544 543 543 14:00 542 545 544 544 15:ob 583 556 570 570 16:00 734 723 729 729 17:00 747 737 742 742 18:00 644 649 647 647 19:00 549 579 564 564 20:00 365 328 347 347 21:00 282 200 241 241 22:00 168 141 155 155 23:00 149 129 139 139 24:00 96 75 86 86 Totals 7869 7712 7791 7791 % Avg Wkday 101. 0 99.0 % Avg Day 101. 0 99.0 AM Peak Hour 12:00 10:00 AM Count 489 481 PM Peak Hour 17:00 17:00 .PM Count 747 737 Weekly Summary Report Location .... : .................... Rancho Santa Fe: Olivenhain Rd. to Avenida La Posta Location Code .................. 23 County ............................ San Diego Recorder Set ................... 7 /16/07 00: 00 Recording Start ............... 7 /18/07 00: 00 Recording End .................. 7 /20/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ................ 8721 Machine Nuber .................. 20321 Channel. .......................... A Recorder· Mode .................. Volume Week of ;July 15, 2007 Channel: A Direction: S Erid 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat· Avg. Avg. 01:00 40 48 44 44 02:00 25 19 22 22 03:00 9 9 9 9 04:00 9 10 10 10 05:00 17 10 14 · 14 06:00 76 85 81 81 07:00 573 574 574 574 08:00 703 747 725 725 09:00 725 702 714 714 10:00 618 603 611 611 11:00 536 547 542 542 12:00 567 548 558 558 13:00 630 631 631 631 14:00 596 578 587 587 15:00 517 575 546 . 546 16:00 592 614 603 603 17:00 563 619 591 591 18:00 679 708. 694 694 19:00 527 494 511 511 20:00 344 367 356 356 21:00 343 271 307 307 22:00 244 283 264 264 23:00 157 173 165 165 24:00 90 80 85 85 Totals 9180 9295 9238 9238 % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 AM Peak Hour 09:00 08:00 AM Count 725 747 PM Peak Hour 18:00 18:00 PM Count 679 708 ENGINEERING COMPANY -Transportation Division 24-Hour Volume Plot Rancho Santa Fe Road • . . . . . Between Olivenhain Road and Calle Acervo/Avenida La Posta 18 End Tim~ Wed 01:00 69 02:00 40 1500 03:00 18 04:00 18 05:00 30 1250 06:00 128 07:00 734 08:00 · 1054 1000 09:00 1138 ~ ~ u 10;00 1101 ;; 1-1 :00 981 12:00 1056 ~ 750 0 .. 13:00 1171 14:00 1138 . 500 15:00 1100 16:00 1326 17:00 1310 250 18:00 1323 19:00 1076 C, <D 20:00 709 0 ■ 21:00 625 22:00 412 23:00 306 24:00 186 I Total I 17049 I Wednesday, July 18, 2007 . 0 "' "' v ~ ~ - Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Posta "' 0 <') N N <') ;;; ~ ~ ~ "' ;:: "' <') 0 ~ <') 0 v "' 0 "' ~ ,._ .., .., ~ 0 0 0 ~ "' C, v .gi <') ,._ ,._ . "' N ~ 0 <') - Time .., N "' N ::; . "' 0 <') "' "' ~ c,. * -Volumes represent combined totals bf both.directions. ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Pesta 19 End Time Thur 01:00 97 02:00 35 03:00 13 04:00 18 05:00 23 06:00 138 07:00 745 08:00 1098 09:00 1142 10:00 1084 11:00 991 12:00 1024 13:00 • 1175 14:00 1123 15:00 1131 16:00 1337 · 17:00 1356 18:00 1357 19:00 1073 20:00 695 21:00 471 22:00 424 23:00 302 24:00 155 I Total· 1110011 • m u :;; ~ 0 " 1500 1250 1000 7fl0 500 250 0 .... m I "' '" - Thursday, July 19, 2007 '" "' ~ ~ - Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Pasta .... "' .... "' "' '" '" ~ '" ~ ~ "' N .... '" ~ "' .., .., ~ '" m "' '" 0 0 .., ~ ~ .... ~ ~ N ~ '" 0 ~ m "' ;:!: "' '" ~ I '" N - Time . "' m "' ~ .... .., .., N .., N 0 '" "' "' L,. i • -Volumes represent combined totals of both directions. I '' .. ' ',, .. , _ ... >, : I ' ' ' ',._. i ,,,, '1 , "•e,' ••~•\ ,·• ·, I CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 24 Carlsbad Village Drive Betweeii Victoria A venue . and Pontiac Drive · Page WB 15 Minute Volume Coui:J.tReport 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 f,\\ RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location ................... Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code .... · .. · ...... 24 County •................... · .. San Diego Recorder Set ..........•.. 8/21/07. 00: 00 Recording Start ......... 8/22/07 00: 00 Recording End ............ 8/24/07 00: 00 Sample Time .........•...•. 15 Minutes Operator Number ••....... 8722 Machine Number .. ; ....... 20322 Channel .......... ; .......... A Divide By .....•............ 2 Summation ................... No Two-Way ...•........•........ No Wednesday 08/22/07 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 3 3 5 6 31 113 197 .206 236 203 223 228 203 200 ·200 259 255 208 158 131 76 41 24 3228 8 0 0 5 16 40 51 85 51 62 51 49 49 47 70 69 58 44 46 26 17 3 4 .1 2 0 6 34 49 50 38 56 55 59 54 54 . 41 64 65 50 40 27 18 9 5 4 0 0 1 8 23 57 45 53 45 57 54 55 39 54 54 62 44 25 25 18 8 6 3 1 2 2 4 12 40 51 60 60 51 49 64 45 58 58 71 59 56 49 33 14 7 10 AM Peak Hour ........................ : ...... 08:15 to 09:15 240 vehicles.) AM Peak Hour Factor ..................... 70. 6% PM Peak Hour •..............•.............•. 16: 45 to 17:45 267 vehicles) PM Peak Hour Factor .............•........ 94. 0% Thursday 08/23/07 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 17 6 2 7 32 99 202 194 205 208 227 248. 201 185 189 249 251 194 195 115 82 47 23 3179 6 0 0 0 2 8 17 44 47 51 · 55 40 59 48 44 42 60 52 46 58 35 17 19 3 4 5 . 1 1 0 2 29 49 46 50 43 54 61 67 44 44 56 74 45 64 26 14 9 5 3 0 0 0 1 10 30 49 41 45 57 63 61 39 52 39 57 62 47 31 27 23 10 5 4 1 0 4 12 23 60 60 59 53 70 67 47 45 64 76 63 56 42 27 28 9 10 AM Peak Hour ............................... 11:30 to 12:30 253 vehicles) AM Peak Hour Factor ..... :. .............. 90. 4% PM Peak Hour ............................... 16:45 to 17:45 264 vehicles) PM Peak Hour Factor ..................... 86.8% Volume Count Report Location ................... Carlsbad Village Drive: Victoria Ave to .Pontiac Dr. Location Code ............ 24 County ...................... San Diego Recorder Set ............. 8/21/07 00: 00 Recording Start ......... 8/22/07 00: 00 Recording End ............ 8/24/07 00: 00 Sample Time .•............. 15 Minutes Operator Number .......•. 8722 Machine Number ........... 20322 Channel ..................... A Divide By ... , .............. 2 Summation .................. No Two-Way ..................... No Wednesday 08/22/07 Channel: A Direction: E ·. 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100. 1200 130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 25 12 6 5 '3 7 ·35 72 109 122 141 207 179 177 176 205 289 330 274 227 161 138 57 35 2992 8 4 2 2 9 13 32 25 38 48 47 40 47 45 68 83 94 60 48 44 21 14 5 3 4 2 0 8 16 25 39 . 35 50 .54 47 36 55 73 89 56 71 34 38 13 8 7 4 0 0 0 3 9 16 26 24 31 49 33 43 50 50 59 .74 73 54 43 29 9 4 5 0 1 3 9 27 26 34 37 60 45 47 43 55 89 84 51 42 36 27 14 9 AM Peak Hour ............................... 11: 30 to 12:30 210 vehicles) AM Peak Hour Factor ...................... 87. 5% PM Peak Hour ...............•............... 17: 15 to 18:15 34·1 vehicles) PM Peak Hour Factor ..................... 90. 7% Thursday 08/23/07 Chann~l: A Direction: E 0100 0200·0300 0400 0500 0600 0700 0800 0900 1000 11'00 1200 130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 26 8 3 2 3 12 27 59 77 127 146 149 185 179 199 205. 267 337 275 237 196 115 71 31 2936 7 4 0 2 5 11 13 34 36 31 56 43 56 55 63 79 83 45 56 37 24 8 10 0 0 0 4 7 8 18 26 41 29 35 46 36 58 59 90 58 60 47 32 19 7 3 3 0 4 8 16 18 31 28 41 44 49 56 51 69 91 70 74 46 30 14 .7 6 1 1 0 1 3 7 24 28 36 41 48 . 50 41 51 41 76 77 64 58 47 16 14 9 AM Peak Hour ..................•............ 11: 30 to 12:30 180 vehicles) AM Peak Hour Factor'. .................... 80. 4% PM Peak Hour .......................•.•..... 17:15 to 18:15 ( 341 vehicles) PM Peak Hour Factor ..................... 93. 7% Weekly Summary Report Location ......................... Carlsbad Villag7 Drive: Victoria Ave to Pontiac Dr. Location Code, ................. 24 County ............................. San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............... 8/22/07 00: 00 Recording End ................ ,. 8/24/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8722 Machine Nuber .................. 20322 . Channel. ....... , .................. A Recorder Mode .................. Volume Week of August 19, 2007 Channel: A Direction:, W End 19 · 20 21 22 23 24 25 Wkday Daily Time. Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 19 17 18 18 02:00 3 6 5 5 03:00 3 1 2 2 04:00 5 2 4 4 05:00 6 7 7 7 06:00 31 32 32 32 07:00 113 99 106 106 08:00 197 202 200 200 09:00 206 194 200 200 10:00 236 205 221 221 11,:00 203 208 206 206 12:00 223 227 225 225 13:00 228 248 238 238 14:00 203 201 202 202 15:00 200 185 193 193 16:00 200 189 195 195 17:00 259 249 254 254 18:00 255 251 253 253 19:00 208 194 201 201 20:00 158 195 177 177 21:00 131 115 123 123 22:00 76 82 79 79 23:00 41 47 44 44 24:00 24 23 24 24 Totals 3228 3179 3204 3204' % Avg Wkday 100.8 99.2 % Avg Day 100.8 99.2 AM Peak Hour 10:00 12:00 AM Count 236 227 PM Peak Hour 17:00 18:00 PM Count 259 251 Weekly Summary Report Location ......................... Carlsbad Village Ori ve: Victoria Ave to Pontiac Dr. Location ·Code ................... 24 County ............................ San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 8/24/07 00: 00 Sample Time, .. , .. , .............. 15 Minutes Operator Number, .............. 8722 Machine Nuber .................. 20322 Channel. .......................... A Recorder Mode ........... , ...... Volume Week of August 19, 2007 Channel: A Direction: E End 19 20 21 22 23 24 25 Wkday Daily •Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 25 26 26 26 02:00 12 8 10 10 03:00 6 3 5 5 04:00 5 2 4 4 05:00 3 3 3. 3 06:00 7 12 10 10 07:00 35 27 31 31 08:00 72 59 66 66 09:00 109 77 93 93 10:00 122 127 125 125 11:00 141 146 144 144 12:00 207 14.9 178 178 13:00 179 185 182 182 14:00 177 179 178 178 15:00 176 199 188. 188 16:00 205 205 205 205 17:00 289 267 2,78 278 18:00 330 337 334 334 19:00 274 275 275 275 20:00 227 237, 232 232 21:00 161 196 179 179 22:00 138 115 127 127 23:00 57 71 64 64 24:00 35 31 33 33 Totals 2992 2936 2964 2964 % Avg Wkday .100.9 99.1 % Avg Day 100.9 99.1 AM Peak Hour 12:00 12:00 AM Count 207 149 PM Peak Hour ~8:00 18:00 PM Count 330 337 ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Village Drive • . . Between Victoria Avenue and Pontiac Drive 22 End Time Wed 01:00 44 02:00 15 750 03:00 9 04:00 10 05:00 9 06:00 38 07:00 148 08:00 259. SOD 09:00 315 "' G) 10:00 358 u l= G) 11:00 344 > ~ 12:00 430 0 .. 13:.00 407 14:00. 380 250 15:00 376 16:00 405 17:00 548 18:00 585 19:00 482 20:00 385 D 21:00 292 22:00 214 23:00 98 24:00 59 I Total I 6220 I Wednesday,August22,2007 Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive ..,. ..,. _I ~ "' -- a, ..,. - "' 0 M -"' - 8 8 8 8 .. ~ .. .. 0 :g 8 "' "' ..,. M ..,. "' M -M "' <O N 8 ~ ~ "' a, a, "' ..,. "' N a, ..,. 0 M ,-.. "' ..,. 0 0 0 "' ..,. <O ..,. a, "' ,-.. M M M N "' N ..,. -N . ...,_ 8 8 0 0 0 0 0 ~ ~ ~ ;,: :a Time "' "' "' "' I * -Volumes represent combined totals of both directions. I ENGINEERING-COMPANY Transportation Division 24-Hour Volume Plot Carlsbad Village Drive • . . . Between Victoria Avenue and Pontiac Drive Thursday, August 23, 2007 23 End Time Thur Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive 01:00 43 02:00 14 750 03:00 4 04:00 4 05:00 10 a:, 06:00 ·44 a:, "' 07:00 126 08:00 261 09:00 271 10:00 332 11:00 · 354 12:00 376 . 13:00 433 14:00 380 15:00 384 500 ~ ~ u :c ~ > -0 .. 250 "' .; '" "' .., ..,. N .., .., ..,. ..,. ..,. "' 0 ..,. '" ,.._ a:, a:, .., ..,. .., .., "' N "' "' "' "' ;;; ;;; ;:: N N ,.._ '" ~ 16:00 394 "' N a:, 17:00 516 ~ ~ ~ 18:00 588 19:00 . 469 20:00 432 0 "' ..,. ..,. "' ..,. ..,. I I ..,. 0 I ..,. ..,. ~ -. ...,. 21:00 311 22:00 197 23:00 118 Time 24:00 54 Total I 6115 I * -Volumes represent combined totals of both directions. . CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK LINK COUNT SUMMARY Number: Location: Contents: 25 Poinsettia Lane Between Paseo Del Norte and Batiquitos I>rive Page WB 15 Minute Vfll.ume Count Report 1 EB 15 Minute Vtilume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summ11ry Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportatimt Division Volume Count Report Location ................... Poinsettia Lane: Paseo Del Norte to Batiqui tos Dr. Location Code ..... · ....... ·25 County ...................... San Diego Recorder Set ............. 7/10/07 · 00: 00 Recording Start ......... 7/11/07 00:00 Recording End ............ 7 /13/07 00: 00 Sample Time ..... : ......... 15 Minutes Operator Number ......... 8723 Machine Number .......... 20323 Channel ........ ·'--.......... A Divide By .................. 2 Summation ................... No T_wo-Way ..................... No Wednesday 07/11/07 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 j000.1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 49 22 30 . 27 75 253 638 873 815 753 779 794 794 731 833 837 938 1051 837 524 354 292 212 101 12612 10 9 5 6 5 52 136 194 180 172 .169 192 186 184 195 223 203 263 260 131 98 87 70 26 13 6 4 5 15 46 139 217 218 176 210 179 207 183 201 207 231 286 209 135 88 83 52 37 19 5 15 10 18 66 166 259 216 187 216 186 211 177 213 218 243 263 174 135 94 67 41 25 7 2 6 6 37 89 197 203 201 218 184 237 190 187 224 189 261 239 194 123 74 55 49 13 AM Peak Holir ............................... 07:00 tci 08:00 873 vehicles) AM Peak Hour Factor ..... , ............... 84.3% PM Peak Hour ............ , .................. 16:45 to 17:45 1073 vehicles) PM Peak Hour Factor ................... · .. 93. 8% Thursday 07/12/07 Channel: A Direction: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 jOOO 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 64 29 23 17 . 70 246 648 870 815 743 762 820 811 808 869 858 851 1003 835 542 380 303 231 120 12718 14 8 9 6 6 54 130 194 214 188 197 167 222 199 214 212 190 236 235 145 111 90 68 28 19 7 5 3 18 55 145 225_ . 209 158 180 203 198 227 233 236 198 265 218 141 87 72 63 37 17 10 7 4 12 61 169 211 179 205 203 212 190 177 207 219 203 240 201 13_0 · 90 69 59 29 14 4 2 4 34 76 204 240 213 192 182 238 201 205 215 191 260 262 181 126 92 72 41 26 AM Peak Hour ............................... 07: 15 to 08:15 890 vehicles) AM Peak Hour Factor ..................... 92. 7% PM Peak Hour ............................... 17: 00 to 18:00 1003 vehicles) PM Peak Hour Factor .... ; ................ 94. 6% Volume Count Report Locati'on ................... Poinsettia Lane: Paseo Del Norte to Batiquitos Dr. Location Code ....... .' .... 25 County .............•........ San Diego Recorder Set ............. 7/10/07 00: 00 Recording Start ......... 7 /11/07 00: 00 Recording End ............ 7 /13/07 00: 00 Sample Time .........•..... 15 Minutes Operator Number ......... 87~3 Machine Number: ......... 20323 Channel ..................... A Divide By ................... 2 Summation .................. No . Two-Way ......... · •......•.... No Wednesday 07/11/07 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 73 29 50 29 33 140 396 937 943 815 665 690 823 916 841 942 1019 1204 954 730 647 514 320 189 13899 22 11 12 12 3 18 54 157 221 222 199 147' 211 199 210 235 225 315 233 229 172 149 106 54 20 3 11 5 4 29 72 188 257 225 144 166 204 236 228 236 249 317 277 169 175 116 80 49 17 8 16 7 12 41 124 230 214 173 158 191 210 240 204 214 268 275 235 175 158 139 66 48 14 7 11 5 14 52 146 362 251 195 164 186 198 241 199 257 277 297 209 157 142 110 68 38 AM Peak Hour ............................... 07:30 to 08:30 1070 vehicles) AM Peak Hour Factor ..................... 73 c9% PM Peak Hour .•...................•....•.•.. 1 7 : 0 0 to 18:00 ( 1204 vehicles) PM Peak Hour Factor .•................... 95. 0% Thursday 07/12/07 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 130014001500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 83 56 22 22 39 149 423 908 940 754 671 739 831 946 840 904 944 1188 1051 786 619 523 356 222 14016 21 18 9 5 5 22 56 162 257 226 184 178 214 220 220 233 227 276 302 239 163 153 86 68 21 11 4 7 8 34 79 177 224 189 162 164 210 240 201 182 226 321 26,7 186 176 130 97 45 23 11 5 4 8 32 131 218 231 155 161 177 180 237 232 245 259 296 232 177 153 122 92 63 18 16 4 6 18 61 157 351 228 184 164 220 227 249 187 244 232 295 250 184 127 118 81 46 AM Peak Hour ............................... 07: 45 to 08:45 1063 vehicles) AM Peak Hour Factor ..................... 7 5. 7% PM Peak Hour ............................... 1 7: 15 to 18:15 1214 vehicles) PM Peak Hour Factor ..................... 94. 5% Weekly Summary Report Location ...... ; ......... : ........ Poinsettia Lane: Paseo Del Norte to Batiquitos Dr. Location Code .................. 25 County ............................ San Diego Recorde·r Set .............. :· .... 7/10/07 00:00 Recording Start ............... 7 /11/07 00: 00 Recording End .................. 7 /13/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8723 Machine Nuber .................. 20323 Channel. .......................... A Recorder Mode .................. Volume Week of July 8, 2007 Channel: A Direction: W End 08 09 10 11 12 13 14 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 49 64 57 57 02:00 22 · 29 26 26 03:00 30 23 27 27 04:00 27 17 22 22 05:00 75 70 73 73 06:00 253 246 250 250 07.: 00 638 648 643 643 08:00 873 870 872 872 09:00 8_15 815 815 815 . 10:00 753 743 748 748 11:00 779 762 771 771 12:00 794 820 807 807 13: 00 794 811 803 803 14:00 731 808 770 770 15:00 833 869 851 851 16:00 837 858 848 848 17:00 938 851 895 895 18:00 1051 1003 1027 1027 19:00 837 835 836 836 20:00 524 542 533 533 21:00 354 380 367 367 22:00 292 303 298 298 23:00 212 231 222 222 · 24:00 101 120 111' 111 Totals 12612 12718 12665 12665 · % Avg Wkday 99.6 100.4 % Avg Day 99.6 100.4 AM .Peak Hour 08:00 08:00 AM Count 873 870 PM Peak Hour 18:00 18:00 PM Count 1051 1003 Weekly Summary Report Location ......................... Poinsettia Lane: Paseo Del Norte to Batiquitos. Dr. Location Code .................. 25 County •........................... San Diego . Recorder Set ................... 7/10/07 00:00 Recording Start ............... 7 /11/07 00: 00 Recording End .................. 7 /13/07 00: 00 Sample Time ........ , ............. 15. Minutes Operator Number ............... 8723 Machine Nuber .... -.............. 20323 Channel. .......................... A Recorder Mode .................. Volume Week of July 8, 2007 Channel: A Direction: E End 08 09 10 11 12 13 14 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 73 83 78 78 02:00 29 56 43 43 03:00 50 22 36 36 · 04: 00 29 22 26 26 05:00 33 39 36 36 06:00 140 149 145 145 07:00 396 423 410 410 08:00 937 908 923 923 09:00 943 940 942 942 10:00 815 754 785 785 11: 00 665 671 668 668 12:00 690 739 715 715 13:00 823 831 827 827 14:00 916 946 931 931 15:00 841 840 841 841 16:00 942 904 923 923 17:00 1019 944 982 982 18:00 1204 1188 1196 ,1196 19:00 -954 1051 1003 1003 20:00 730 786 758 758 21:00 647 619 633 633 22:00 514 523 519 519 23:00 320 356 338 338 24:00 189 222 206 206 Totals 13899 14016 13958 13958 % Avg Wkday 99.6 100.4 % Avg Day 99.6 100.4 AM Peak Hour. 09:00 09:00 AM Count 943 940 PM Peak Hour 18:00 18:00 PM Count 1204 1188 ENGINEERING COMPANY TranspOrcation Division '" 24-Hour Volume Plot Poinsettia Lane ~ "" Between Paseo Del Norte and ·satiquitos Drive Wednesday, July 11, 2007 11 End Time Wed. Poinsettia Lane Between Pa~eo Del Norte and Batiquitos Drive 01:00 122 · 02:00 51 2500 "' 03:00 80 "' N 04:00 56 2250 N 05:00 108 .... "' 06:00 393 07:00 1034 08:00 1810 09:00 1758 10:00 1568 2000 1750 "' m . .; 1500 :E Ol 0 Ol ~ '" ., ro .... "' ... .... .... ~ ~ .... ~ .... ... .... ro <O ~ "' "' ... ~ "' ... ~ ~ ro ... ... ... ~ ~ ... "' 11:00 1444 12:00 1484 m > 1250 ~ 0 "" ~ ... 0 "' 0 0 ~ 13:00 1617 1000 ~ "' 14:00 1647 0 ro 15:00 1674 750 N 16:00 1779 17:00 1957 500 . "' "' "' Ol 0 "' Ol 18:00 2255 19:00 1791 20:00 1254 250 0 N N ro J N 0 0 ~ ;:;; "' ~ I ro "' ■ -■ -. -~ --~ ---21:00 1001 22:00 806 I;! i;l 0 8 8 I 0 0 0 0 0 0 ~ ~ 8 ~ 0 0 8 § § ~ 8 0 " ~ 0 0 ~ ~ 0 ~ :s ~ ;,; ;!; :!i I,; i,; ~ ~ ~ ~ ;,; 0 0 0 N N N 23:00 532 Time 24:00 290 I Total 125511 I * -Volumes represent combined tota/s·of both directions. \ . R---· ·-1· c·· ·· y;,:;: , .. ~,,· -~. !lX• .. :,... . . ~"" ... , " 24-Hour Volume Plot ENGINEERING COMPANY TraruportationDivision Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive Thursday, July 12, 2007 12 End Time Thur Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive 01:00 147 02:00 85 2500 03:00 45 04:00 39 2250 05:00 109 06:00 395 2000 07:00 1071 08:00 1778 1750 09:00 1755 0 ~ 10:00 1497 u 1500 :c ~ 11:00 1433 12:00 1559 > 1250 'o .. 13:00 1642 1000 14:00 .1754 15:00 1709 750 16:00 1762 17:00 1795 500 18:00 2191 r--250 " 19:00 1886 20:00 1328 0 -"' I a, "' 0, -" "' 21:00 999 22:00 826 23:00 587 24:00 342 I Total I 26134 I "' 0 -I "' 0, "' 8 g a, r--r--- ;::: 0 - . "' "' r--N -" 0, <D r--"' -0, "' "' " "' --" '-,- Time -0, ;;; "' "' a, " N a, 0, -"' 0, "' r--r--0 r----r---- a, N "' - 0, 0, 0, <D N a, '-,- - - r--a, "' ~ VI N " "' • ~ Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 26 Tamaraclc A venue Between Ei Camino Real and La Portalada Drive Page WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot i>ay 2 6 RICK ENGINEERING COMPANY Transportation Division '" Volume Count Report Location ................... Tamarack Ave.: El Camino Real t_o La Portalada Dr. Location Code ............ 26 County ...................... San Diego · Recorder Set ............. 7 /23/07 00: 00 Recording Start ......•.. 7 /25/07 00: 00 Recording End ...•.. : ..... 7 /27 /07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8724 Machine Number ..... _ .. : .. 20324 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/25/07 Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 15 19 2 10 39 134 261 568 417 297 259 266 244 273 237 242 232 271 232 180 111 106 51 40 4506 7 4 5 23 37 124 119 73 61 67 62 71 56 55 50 83 70 62 30 31 20 11 4 5 2 4 20 57 119 112 . 81 65 53 67 75 62 57 59 56 51 42 31 25 15 9 3 6 0 6 11 45 . 74 151 103 77 71 66 46 61 48 63 70 77 51 47 29 26 11 8 4 0 19 46 93 174 83 66 62 80 69 66 71 67 53 55 60 29 21 24 5 12 AM Peak Hour ............................... 07:00 to 08:00 568 vehicles) AM Peak Hour Factor ...................... 81. 6% PM Peak . Hour •...•.......................... 12 : 4 5 to 13:45 276 vehicles) PM Peak Hour Factor ..................... 92. 0% Thursday 07/26/07 Channel: A Direc.tion: w 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 130014001500 1600·1700 1800 1900 2000 2100 2200 2300 2400 Totals 16 11 3 12 34 128 270 542 432 281 240 263 259 '299 240 286 241 269 251 193 138 137 63 53 4661 5 3 0 2 4 18 54 106 132 84 58 62 74 77 51 68 65 66 73 58 34 46 23 17 4 4 0 2 5 21 59 136 110 72 64 70 58 68 66 59 63 78 56 43 23 40 13 16 4 3 '7 9 41 70 149 88 73. 64 62 70 72 64 85 60 64 52 49 32 27 12 8 3 2 16 48 87 151 102 52 54 69 57 82 59 74 53 61 70 43 49 24 15 12 AM Peak Hour ............................... 07: 15 to 08:15 568 vehicles) AM Peak Hour Factor ..................... 94. 0% PM Peak Hour ............. · .................. 13: 00 to 14:00 299 vehicles) PM Peak Hour Factor ..................... 91. 2% Volume Count Report Location ...... , ............ Tamarack Ave.: El Camino Real to La Portalada Dr. Location Code ............ 2 6 County ...................... San Diego Recorder Set ............. 7/23/07 00:00 Recording. Start ......... 7 /25/07 00: 00 Recording End ............ 7 /27 /07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8724 Machine Number .......... 20324 Channel ..................... A . Divide By .............. · .... 2 summation .................. No Two-Way ........ , ............ No· Wednesday 07/25/07 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 39 17 6 7 9 13 48 146 158 183 170 202 226 275 239 260 331 403 305 265 213 158 91 53 3817 17 4 3 2 7 22 34 52 42 45 53 53 59 53 72 98 94 75 52 31 19 20 13 6 2 2 0 12 32 35 48 46 51 58 79 66 71 78 113 74 69 59 32 29 8 7 2 1 3 3 8 17 46 41 42 38 47 69 82 62 66 93 102 68 73 52 46 23 12 2 5 2 2 3 ' 12 46 48 41 44 59 46 61 52 70 88 90 69 48 50 49 20 13 AM Peak Hour .. : ............. '. .............. 11:30 to 12:30 217 vehicles) AM Peak Hour Factor ..................... 91. 9% PM Peak Hoµr ............. , .................. 1 7 : 0 0 to 18:00 403 vehicles) PM Peak Hour Factor ..................... 89.2% Thursday 07/26/07 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 35 20 10 5 8 12 36 115 175 152 166 185 232 253 234 300 330 402 360 305 241 173 95 77 3921 14 7 3 3 2 2 17 50 49 40 35 '57 55 58 73 73. 97 90 68 55 46 30 22 12 4 2 5 11 21 36 29 40 45 67 66 46 77 78 100 103 76 65 49 30 1.6 5 5 3 2 2 3 8 30 · 40 37 45 45 56 70 57 71 92 119 82 83 64 44 18 21 4 4 . 2 1 2 2 15 47 49 37 41 60 52 62 73 79 87 86 85 78 57 34 17 18 AM Peak Hour ......................... .' ..... 11: 30 to 12:30 229 vehicles) AM Peak Hour Fact.or ..................... 85. 4% PM Peak Hour ............................... 16:45 to 17:45 403 vehicles) PM Peak Hour Factor ...................... 84. 7% Weekly Summary Report Location ......................... Tamarack Ave. : El Camino Real to La Portalada Dr. Location C.ode .................. 26 County ............................ San Diego Recorder Set ................... 7/23/07 00:00 Recording Start ............... 7 /25/07 00: 00 · Recording End .................. 7 /27 /07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8724 Ma.chine Nuber .................. 20324 Cha11nel. .......................... A Recorder Mode .................. Volume ·week of July 22, 2007 Channel: A Direction: W End 22 23 24 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 15 16 16 16 02:00 19 11 15 15 03:00 2 3 3 3 04:00 10 12 11 11 05:00 39 34 37 37 06:00 134 128 131 131 07:00 261 270 266 266 08:00 568 542 555 555 09:00 417 432 425 425 10:00 297 281 289 289 11:00 259 240 250 250 12:00 266 263 265 265, 13:00 244 259 252 252 14:00 273 299 286 286 15:00 237 ,240 239 239 16:00 242 286 264 264 17: 0,0 232 241 237 237 18:00 271 269 270 270 19,: 00 232 251. 24·2 242 20:00 180 193 187 i87 21:00 111 138 125 125 22:00 106 137 122 122 23:00 51 63 57 57 24:00 40 53 47 47 Totals 4506 4661 4584 4584 % Avg Wkday 98.3 101. 7 % Avg Day 98.3 101.7 AM Peak Hour 08:00 08:00 AM Count 568 542 PM Peak Hour 14:00 14:00 PM Count 273 299 Weekly Summary Report Location ......................... Tamarack Ave. : El Camino Real to La Portalada Dr. ·Location Code .................. 26 County .. , .. , ...................... San Diego Recorder Set ................... 7 /23/07 00: 00 Recording Start ............... 7 /25/07 00: 00 Recording End .................. 7 /27 /07 00: 00 Sample Time ....... , .. ; .......... 15 Minutes Operator Number ............... 8724 Machine Nuber .................. 20324 Channel. .......................... A Recorder Mode .................. Volume Week of July 22, 2007 Channel: A Direction: E End 22 23 24 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avc;r. Avg. 01:00 .39 35 37 37 02:00 17 20 19 19 03:00 6 10 8 8 04:00 7 ? 6 6 05:00 9 8 9 9 06:00 13 12 13 13 07:00 48 36 42 42 08:00 146 115 131 131 09:00 158 175 167 167 10:00 183 152 168 168 11:00 170 166 168 168 12-:00 202 185 194 194 13:00 226 232 229 229 14:00 275 253 264 264 15:00 239 234 237 237 16:00 260 300 280 280 17:00 331 330 331 331 18:00 403 402 403 403 19:00 305 360 333 333 20:00 2°65 305 285 285 21:00 213 241 227 227 22:00 158 173 166 166 23:00 91 95 93 93 24:00 53 77 65 65 Totals 3817 3921 3869 3869 % Avg Wkday 98.7 101. 3 % Avg Day 98. 7 · 101. 3 AM Peak Hour 12:00 12:00 AM Count 202 185 PM Peak Hour 18:00 18:00 PM Count 403 402 24-Hour Volume Plot ENGINEERING COMPANY TransportationDivision Tamarack Avenue Between El Camino Real and La Portalada Drive Wednesday, July 25, 2007 25 End Time Wed Tamarack Avenue Between El Camino Real and La Portalada Drive 01:00 54 02:00 36 1000 03:00 8 04:00 17 05:00 48 06:00 147 ... 07:00 309 750 ;::: ... ,.._ <D 08:00 714 09:00 575 10:00 . 480 11:00 429 12:00 468 ~ m 1l :c m > 500 -0 .. "' .., ,.._ ., <D ,.._ "' ... "' "' N .., "' 0 ., 0 <D 0 ., ~ "' ... <D ,.._ "' "' ... ... ... N ... ... 13:00 470 14:00 548 "' ~ 0 "' "' ... 15:00 476 <D N 16:00 502 17:00 563 250 ,.._ N ... ... ~ ~ 18:00 674 19:00 537 20:00 445 .., "' ... <D ., LI "' ... I ; ., =_I_,_ '-,--...,. ' 0 21:00 324 0 0 0 ~ 0 0 ~ ;: ~ :, 22:00 264 23:00 142 Time 24:00 93 I Total I 8323 I * -Volumes represent combined tofals of both dire9tions. '" 24-Hour Volume Plot ENGINEERING COMPANY TransportationDivision Tamarack Avenue Between El Camino Real and La Portalada Drive Thursday, July 26, 2007 26 End Time Thur Tamarack Avenue Between El Camino Real and La Portalada Drive 01:00 51 02:00 31 1000 03:00 13 04:00 17 05:00 42 06:00 140 07:00 306 08:00 657 09:00 607 750 ,-.. ;:: "' "' "' ,-.. 0 "' w "' N ., ;:: "' "' "' 10:00 433 11:00 406 12:00 448 500 "' ., ;;; .,. m ., .,. ,-.. .,. "' .,. .,. "' "' .,. .,. 0 m .,. ,-.. 13:00 491 14:00 552 "' <O 0 0 ;;; "' 15:00 474 16:00 . 586 250 0 17:00 571 · .,. -18:00 671 19:00 611 20:00 498 0 1n N ;;; "' ,-.. .,. ■ ---■ '-r '-r ..... '-r 21:00 379 22:00 310 ~ 8 8 8 0 0 0 I;\ 0 0 0 0 i;\ 0 0 0 g ~ 0 0 i ~ § ., '" (g ~-'" ;: ~ ~ ~ ~ 0 0 23:00 158 Time 24:00 130 I Total I 8582 I ., "' - • . . . . 0 "' - * -Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC M.ONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 27 Paseo Del.Norte Between Camino Del Parque (north) and Palomar Airport Road NB 15 Minute Volmne Count Report SB 15 Minute Voitime Count Report NB Weekl}'Summary Report SB Weekly Sulillllllry Report 24-HourVolumePfotDay 1 24-Hour Volume Plot i>ay 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 ............ 27 County ....... : ....... : ...... San Diego Recorder Set; ............ 7 /10/07 00: 00 Recording Start ......... 7 /11/07 00: 00 Recording End ............ 7 /13/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8725 Machine Number .... : ..... 20325 Channel ..................... A Divide By .................. 2 Summation ........ , ......... No Two-Way ..................... No Wednesday 07/11/07 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 10 9 8. 5 23 57 138 276 318 296 309 304 322 336 303 282 352 362 244 183 96 59 50 38 4380 4 3 3 2 3 10 29 36 77 67 71 66 77 72 71 81 67 87 62 53 33 17 14 8 2 2 5 11 29 75 70 73 75 82 83 86 71 61 90 103 55 56 28 17 15 11 3 2 2 0 9 10 39 76 60 86 80 76 78 ·so 81 66 80 93 66 36 17 9 11 9 2 2 2 6 26 41 89 111 70 83 80 84 88 80 74 115 79 61 38 18 16 10 10 AM Peak Hour ............................... 08:45 to 09:45 337 vehicles) AM Peak Hour Factor ..................... 75. 9% PM Peak Hour ............................... 16:45 to 17:45 398 vehicl"es) PM Peak Hour Factor ..................... 8 6. 5% Thursday 07/12/07 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 15 9 10 2 20 63 149 284 316 292 344 335 334 306 304 306 309 369 289 174 109 70 43 32 4484 7 3 5 3 14 25 49 85 63 93 80 89 63 93 81 72 79 95 37 35 13 9 7 4 2 4 0 3 8 34 57 78 63 65 84 76 96 77 73 79 86 72 61 24 25 10 8 2 2 8 10 43 81 70 76 77 82 81 80 66 78 77 108 66 50 30 18 8 7 2 2 0 0 6 31 47 97 83 90 109 89 88 67 68 74 81 96 56 26 20 14 16 10 AM Peak Hour ............................... 10: 45 t_o 11:45 355 vehicles) AM Peak Hour Factor ..................... 81. 4% PM Peak Hour ............................... 17: 15 to 18:15 385 vehicles) PM Peak Hour Factor ..................... 89 .1% Volume Count Report Location •.................. Paseo Del Norte: Camino Del Parque (North) to P.A.R. Location Code ............ 27 County ......................... san Diego Recorder Set ............. 7/10/07 00:00 Recording Start ......... 7 /11/07 00: 00 Recording End ............ 7 /13/07 00: 00 Sample Time ............... 15 Minut<=s Operator Number ......... 8725 Machine Number .......... 20325 Channel ..................... A Divide By .......... ; ....... 2 Summation .................. No Two-Way; .................... No Wednesday 07 /11/07 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 12 9 8 3 9 12 58 146 156 200 191 266 305 :m 307 344 369 449 341 255 196 126 70 44 4191 2 2 5 34 45 46 38 71 62 61 73 87 81 103 100 66 62 28 20 5 5 4 0 0 3 10 29 33 53 40 48 84 96 87 96 104 131 91 66 55 33 19 15 5 3 4 2 3 3 15 35 38 54 63 66 73 87 62 90 97 108 78 64 39 33 18 14 1 . 0 2 0 4 5 28 48 40 47 50 81 86 71 85 71 87 107 72 59 40 32 13 10 AM Peak Hour ............................... 11:30 to 12:30 293 vehicles) AM Peak Hour Factor ...... , ... · ........... 87 .2% PM Peak Hour .......... ; .................... 1 7: o o to 18:00 449 yehicles) PM Peak Hour Factor ..................... 85. 7% Thursday 07/12/07 Channel: A Direction: s 0100 0200 0300 0400 0500 0600 0700 :0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 36 11 3 4 10 68 119 201 185 217 265 353 333 356 399 412 444 346 244 216 143 104 57 4527 13 4 0 1 3 15. 30 41 55 58 68 88 73 83 91 110 111 91 59 66 54 34 17 13 2 0 1 0 0 12 25 49· 42 52 65 88 100 78 95 95 116 99 60 60 35 22 15 3 3 2 2 0 5 13 32 51 43 46 72 91 81 80 99 110 107 77 68 57 21 28 16 7 2 0 0 2 28 32 60 45 61 60 86 79 115 114, 97 110 79 57 33 33 20 9 AM Peak Hour ............................... 11: 30 to 12:30 308 vehicles) AM Peak Hour Factor ..................... 87. 5% PM Peak Hour ............................... 17: 00 to 18:00 444 vehicles) PM Peak Hour Factor ..................... 95. 7% . Weekly Summary Report ' Location, ........................ Paseo Del Norte: Camino Del. Parque (North) to P.A:R. Location Code .................. 27 County ............................ San Diego. Recorder Set ................... 7 /10/07 00: 00 Recorqing Start ............... 7 /11/07 00: 00 Recording End .................. 7 /13/07 00: 00 Sample Time ...................... 15 Minutes Operator Number ............... 8725 Machine Nuber .................. 20325 Channel. ........................ , .. ,A Recorder Mode .................. Volume Week of July 8, 2007 Channel: A Direction: N End 08 09 10 11 12 13 14 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg, 01:00 10 15 13 13 02:00 9 9 9 9 03:00 8 10 9 9 04:00 5 2 4 4 05:00 23 20 22 22 06:00 57 63 60 60 07:00 138 149 144 144 08:00 276 284 280 280 09:00 318 316 317 317 10:00 296 292 294 294 11:00 309 344 327 327 12:00 304 335 320 320 13:00 322 334 328 328 14:00 336 306 321 321 15:00 303 304 304 304 16:00 282 306 294, 294 17:00 352 309 331 331 18:00 362 369 366 366 19:00 244 289 267 267 20:00 183 174 179 179 21:00 96 109 103 103 22:00 59 70 65 65 :;3:00 50 43 47 47 24:00 38 32 35 35· Totals 4380 4484 4432 4432 % Avg Wkday 98.8 101. 2 % Avg Day 98.8 101. 2 AM Peak Hour 09:00 11:00 AM Count 318 344 PM Peak Hour 18:00 18:00 PM Count 362 3'69 W eeldy Summary Report Location ......................... Paseo Del Norte: Camino Del Parque (North) to. P.A.R. Location Code .................. 27 County ............................ San Diego Recorder Set ................... 7 /10/07 00: 00 Recording Start ............... 7 /11/07 00: 00 Recording End .................. 7 /13/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8725 Machine Nuber .................. 20325 Channel. .......................... A Recorder Mode.; ................ Volume Week of July 8, 2007 Channel: A Direction: s End 08 09 10 11 12 13 14 Wkday Daily Time Sun Mon Tue. Wed Thu Fri Sat Avg. Avg. 01:00 12 36 24 24 02:00 9 11 10 10 03:00 8 3 6 6 04:00 3 4 4 4 05:00 9 1 5 5 06:00 12 10 11 11 07:00 58 68 63 63 08:00 146 119 133 133 09:00 156 201 179 179 10:00 200 185 193 193 11:00 191 217 204 204 12:00 266 265 266, 266 13:00 305 353 ·329 .329 14:00 315 333 324 324 15:00 307 356 332 · 332 16:00 344 399 372 372 17:00 369 412 391 391 18:00 449 444 447 447 19:00 341 346 344 344 20:00 255 244 250 250 21:00 196 216 206 206 22:00 126 143 135' 135 23:00 70 104 87 87 24:00· 44 57 51 51 Totals 4191 4527 4359 4359 % Avg Wkday 96.1 103.9 % Avg Day 96.1 103.9 AM Peak Hour 12:00 12:00 AM Count 266 265 PM Peak Hour 18:00 18:00 PM Count . 449 444 ENGINEERJNG COMPANY 24-Hour Volume Plot Paseo Del Norte • I Transportation Division Between Camino Del Parque (North) and Palomar Airport Road· Wednesday, July 11, 2007 11 EnqTime Wed 01:00 22 02:00 18 1000 03:00 16 04:00 B 05:00 32 06:00 69 07:00 196 750 08:00 422 09:00 474 0 ~ 13 10:00 496 :E 11 :00 500 ~ 500 -12:00 570 0 .. 13:00 627 14:00 651 15:00 610 16:00 626 250 17:00 721 18:00 811 19:00 585 N ., "' N ~ ~ 20:00 438 0 -- 21:00 292 22:00· 185 23:00 120 24:00 82 Total I 8571 I Paseo Del Norte Between Camino Del Parque (North) and Palomar Airport Road . .; ;;; ,-.. ,-.. ;,; "' N "' 0 N 0 "' w "' "' ., ,-.. "' "' "' 0 " "' 0 ,-.. " "' N " ., "" N " " , "' "' . "' ' "' ;!_ I ., . . Time N "' N "' ., ~ 0 N ~ N I ., I * -Volumes represent combined totals of both directions. '" 24-Hour Volume Plot ENGINEERING COMPANY Trart.Sportatio·n Division Paseo Del Norte • . . . . Between Camino Del Parque {North) and Palomar Airport Road 1·2 End Time Thur 01:00 51 02:00 20 1000 03:00 13 · 04:00 6 05:00 21 06:00 73 07:00 217 750 08:00 403 09:00 517 "' " 10:00 477 u :2 11:00 561 12:00 600 ~ 500 0 ,. 13:00 687 14:00 639 15:00 660 16:00 705 250 17:00 721 18:00 813 19:00 635 20:00 418 0 .; 0 "' I "' - 21:00 325 22:00 213 23:00 147 24:00 89 I Total I 9011 I Thursday, July 12, 2007 Paseo Del Norte Between Camino Del Parque (North) and (".alomar Airport Road "' .; .... "' '" 0 .... "' 0 .... <D C, "' "' "' "' "' 0 "' "' 0 ~ "' "' .... "' ~ . "' .... .... ... . "' "' ;;: 0 ... .... '" "' .... "' '" - 0 0 0 0 ~ ~ Time "' "' "' "' '" .... ... ~ C, "' _J * -Volumes represent combined totals of both directions. "' /: .•: ,:r .;. .. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 28 Paseodel 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 DiV4lon '" Page l 2 3 4 5 6 Volume Count Report Location ......... · ...... , ... Paseo Del Norte: P.A.·R. to Car Country Dr. Location Code ............ 28 County .................•.... San Diego Recorder Set ...........•. 7 /10/07 00: 00 Recording Start ......... 7 /11/07' 00: 00 · Recording End ............ 7 /13/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8726 Machine Number .......... 20326 Channel ..................... A Divide By ..... ; ............ 2 Summation .................. No Two-Way ...................... No Wednesday 07/11/07 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 12 4 8 2 7 23 106 266 279 296 329 391 464 462 436 429 453 0400 288 198 190 87 63 23 5216 5 0 0 2 18 51 79 68 78 98 98 98 136 124 90 97 76 51 78 24 19 10 2 0 2 0 . 5 5 15 53 66 64 79 93 133 135 108 106 116 111 79 51 45 21 20 7 2 0 2 0 0 8 16 77 61 81 93 88 116 134 99 100 132 98 67 49 36 28 13 2 3 3 3 2 2 8 57 85 73 83 79 112 117 95 93 99 115 94 66 47 31 14 11 4 AM Peak Hour ............................... 11: 30 to 12:30 431 vehicles) AM Peak Hour Factor ..................... 81.0% PM Peak Hour ............................... 13:15 to 14:15 500 vehicles) PM Peak Hour Factor ..................... 91. 9% Thursday 07/12/07 Channel: A ·Direction: N 011l0 0200 0300 0400· 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 11 13 7 2 8 13 123 251 273 298 367 390 481 486 453 432 412 377 272 232 206 92 40 27 5266 5 0 2 0 22 39 67 63 82 86 119 122 101 94 111 · 98 70 67 76 40 13 11 1 4 0 0 1 17 68 78 68 79 92 115 114 136 108 89 104 66 56 56 17 12 8 4 0 3 1 0 5 31 62 53 94 114 111 122 120 96 127 100 88 76 51 39 21 13 6 8 3 5 7 53 82 75 73 92 101 125 130 120 103 112 87 60 58 35 14 2 2 AM Peak Hour .......•....................... 11:30 to 12:30 446 vehicles) AM Peak Hour Factor: .................... 93. 7% PM Peak Hour .....•..••..................... 13:30 to 14:30 487 vehicles) PM Peak Hour Factor ..................... 89.5% Volume Count Report Location ................... Paseo Del Norte: P.A.R. to Car Country Dr. Location Code ............ 28 County ...................... San Diego Recorder Set ............. 7 /10/07 00: 00 Recording Start ......... 7 /11/07 00: 00 Recording End ............ 7 /13/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 8726 Machine Number .....•.... 20326 Channel. .........•. , ........ A Divide By ............. : .... 2 Summation .................. No Two-Way .•................... No Wednesday 07 /11/07 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 14 3 7 5 7 18 69 178 251 293 343 448 459 441 359 406 418 451 282 208 182 98 45 25 5010 8 2 ·3 AM AM PM PM 0 0 0 3 Peak Peak Peak Peak 2 3 2 3 0 0 2 2 0 3 3 14 30 61 69 .84 90 119 116 93 104 101 141 91 59 53. 45 4 14 39 68 65 90 110 127 115 103 117 110. 108 61. 61 55 . 19 18 52 59 75 82 116 108 111 75 92 113 111 72 41 37 19 10 23 57 63 N ITT 1~ 1• ~~a N 91 ~ Q ~ 15 Hour ............................... 11:30 to 12:30 494 vehic_les) Hour Factor ..................... 93. 6% Hour ............................... 11:45 to 12:45 486 vehicles) Hour Factor ..................... 92. 0% Thursday 07/12/07 Channel: A Direction: s 12 9 14 10 9 7 3 6 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 11 5 6 10 19 64 175 245 275 352 427 484 441 399 446 403 418 299 186 149 91 54 21 4999 4 3 0 4 3 13 25 55 56 80 107 127 116 91 109 114 108 98 51 45 30 12 8 6 1 4 3 3 16 56 68 81 81 110 144 116 103 111 89 122 73 59 33 29 13 6 6 2 0 5 0 5 14 46 49 65 91 1_09 109 93 102 121 98 · 96 68 42 30 18 16 4 3 5 0 0 3 8 21 48 . 73 73 100 101 104 116 103 105 102 92 60 34 41 14 13 3 AM Peak Hour ........................... : ... 11: 30 to 12:30 481 vehicles) AM Peak Hour Factor ..................... 83.5%" PM Peak Hour ............................... 12:00 to 13:00 484 vehicles) PM Peak Hou·r Factor ..................... 84.0% Weekly Summary Report Location ......................... Paseo Del Norte: P.A.R. to Car Country Dr. Location Code .................. 28 . County ............................ San Diego Recorder Set ................... 7 /10/07 00: 00 Recording Start ............... 7 /11/07 00: 00 · Recording End .................. 7 /13/07 ' 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8726 · Machine Nuber .................. ,20326 Channel. .......................... A Recorder Mode .................. Volume Week of July.8, 2007 Channel: A Direction: N End 08 09 10 11 12 13 · 14 Wkday. Da·ily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 12 11 12 12 02:00 4 13 9 9 03:00 8 7 8 8 04:00 2 2 2 2 05:00 7 8 8 8 06:00 ) 23 13 18 18 07:00 106 123 115 115 08: 00, 266 251 259 259 09:00 279 273 276 276 10:00 296 298 297 297 11:00 329 367 348 348 12:00 391 390 391 391 13:00 464 481 473 473 14:00 462 486 474 474 15:00 436 453 445 445 16:00 429 432 431 431 17:00 453 . 412 433 433 18:00 400 377 389 389 19:00 288 272 280 280 20:00 198 232 215 215 21:00 190 206 198 198 22:00 87 92 90 90 23:00 63 40 52 52 24:00 23 27 25 · 25 Totals 5216 5266 5241 5241 % Avg. Wkday 99.5 100.5 % Avg Day 99.5 100.5 AM Peak Hour 12:00 12:00 AM Count 391 390 PM Peak Hour 13:00 14:00 PM Count 464 486 Weekly Summary Report Location ......................... Paseo Del Norte: P.A.R. to Car Country Dr. Location Code ............. ; .... 28 County ............................ San Diego Recorder Set ................... 7 /10/07 00: 00 Recording Start ............... 7 /11/07 00: 00 Recording End .................. 7/13/07 00:00 Sample Time ..................... 15 Minutes Operator Number ............... 872 6 Machine Nuber .................. 20326 Channel. .............•............ A Recorder Mode .................. Volume Week of July a, 2007 Channel: A Direction: S End 08 09 10 11 12 13 14 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 14 19 17 17 02:00 3 11 7 7 03:00 7 5 6 6 04:00 5 6 6 6 05:00 7 10 9 9 06:00 18 19 19 19 07:00 69 64 67 67 08:00 178 175 177 177 09:00 251 245 248 248 10:00 29~ 275 284 284 11:00 343 352 348. 348 12:00 448 427 438 438 13:00 459 484 472 472 14:00 441 441 441 441 15:00 359 399 379 379 16:00 406 446 426 426 17:00 418 403 411 411 18:00 451 418 435 435 19:00 282 299 291 291 20:00 208 186 197 197 21:00 182 149 166 166 22: oo· 98 91 95 95 23:00 45 54 50 50 24:00 25 21 23 .23 Totals 5010 4999 5005 5005 % Avg Wkday 100.1 99.9 % Avg Day 100.1 99.9 AM Peak Hour 12:00 12:00 AM Count 448 427 PM Peak Hour 13:00 13: 00· PM Count 459 484 I ·rt:l·c)K , . . . _.., . ~ ENGINEERING COMPANY Transportation Division 'M 24-Hour Volume Plot Paseo Del Norte ~. w Between Palomar Airport Road and Car Country Drive Wednesday, July 11, 2007 11 End Time Wed Paseo Del Norte Between Palomar.Airport Road and Car Country Drive 01:00 26 02:00 7 1100 03:00 15 04:00 7 1000 "' N "' 05:00 14 06:00 41 07:00 175 900 800 0, 0 ~ 0, 0, ... ;;; "' ., "' "' ., ., "' ., 0, ... . 08:00 444 N 09:00 530 "' 700 ~ ... <O 10:00 589 11:00 672 u :c 600 ~ > ~ 0, 0 ., 0 "' ... "' "' "' 12:00 839 13:00 923 14:00 903 0 500 .. 400 ... ... <O ... 0 N ... ... "' 15:00 795 300 16:00 835 17:00 871 200 "' "' ., ... ~ ~ ., 18:00 851 0 ~ 19:00 570 20:00 406 21:00 372 22:00 185 100 0 <O "' ... ;, LU N ... ~ ... ~ • -· -·"'" ._,. ._,. ._,_ ._,. ._,_ ~ 0 0 8 I ~ 8 8 8 0 0 ~ 8 0 8 8 ~· i 8 0 0 0 8 0 ~ 0 0 ~ 0 0 '?. 0 0 0 ,;; ii " ;; ;,; ~ ~ i ~ . \'! ~ 0 .; N ,;; " 0 0 0 0 N N N N 23:00 108 Time 24:00 48 Total 1102261 * -Volumes represent combined totals of both directions. ENGINEERING COMPANY Trarupomztion Division 24-Hour Volume Plot Paseo Del Norte • . . . . Between Palomar Airport Road and Car Country Drive Thursday, July 12, 2007 12 End Time Thur Paseo Del Norte Between Palomar Airport Road and Car Country Drive 01:00 30 02:00 24 1100 03:00 12 "' 04:00 8 1000 "' r--0, N 05:00 18 06:00 32 07:00 187 900 800 0, ., N r-- ~ "' ., "' ., "' ., ;;; 0, r-- 0, 08:00 426 ;::: 09:00 518 "' 700 " 10:00 573 11:00 719 12:00 · 817 13:00 965 14:00 927 u :2 600 " > -0 500 "" 400 "' ;::: r--., "' "' .; "' ., N ... :;: "' "' "' 15:00 852 300 16:00 878 17:00 815 200 r--"' ., ., ~ ~ 18:00 795 ... 19:00 571 20:00 418 100 0 0, 0 N I ., ... ., ... "' N N ~ M ■ ---., --. ..... 21:00 355 22:00 183 ~ ~ 0 8 ~ 0 8 0 8 0 0 ~ 8 0 ~ 0 0 ~ ~ (.! t ~· ~ i<i ~ 0 ~ ~ N -23:00 94 Time 24:00 48 I Total 1102651 • -Volumes represent combined totals of both directions. . ' .. ,. ··: ,, ,,, ' ·., '· .]. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 29 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 DivisWn '" Volume Count Report Location ................... Cannon Road: Paseo Del Norte to Car Country Drive Location Code ............ 29 County ...................... San Diego Recorder Set ........ : .... 8/21/07 00: 00 Recording Start ......... 8/22/07 00: 00 Recording End ............ 8/24/07 00: 00 Sample Time ............... 15 Minutes Ope·rator Number· ......... 8726 Machine Number .......... 20326 Channel ..................... A Divide By ........... i ...... 2 Summation .................. No Two-·way ..................... No Wednesday 08/22/07 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1_900 2000 2100 2200 2300 2400 Totals 37 24 16 26 48 147 484 1086 1083 904 1000 875 925 894 761 705 801 790 537 429 283 204 139 . 75 12273 8 6 4 3 4 8 64 144 296 196 275 202 223 235 207 155 166 205 147 130 81 60 41 19 17 6 3 6 2 21 88 233 300 199 24.8 215 207 217 191 183 191 218 147 107 67 52 31 27 8 3 4 11 15 30 119 306 244 225 '238 215 234 245 184 177 229 198 112 105 68 54 35 10 4 9 5 6 27 88 213 403 243 284 ·239 243 261 197 179 190 215 169 131 87 67 38 32 19 AM Peak Hour ............................... 07:30 to 08:30 1305 vehicles) AM Peak Hour Factor ..................... 81. 0% PM Peak Hour ............................... 12: 45 to 13:45 958 vehicles) PM Peak Hour Factor ..................... 91. 8% Thursday 08/23/07 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 54 22 15 23 43 143 490 1096 .1025 921 1140 954 1050 945 765 656 782 797 520 408 354 252 161 107 12723 13 10 4 6 6 12 66 157 314 215 310 239 248 243 199. 158 177 218 150 103 101 56 45 45 16 4 4 6 14 · 89 225 229 202 281 247 280 268 179 153 191 245 146 124 95 66 46 32 15 2 5 12 10 36 121 281 242 216 287 233 258 219 191 173 213 183 122 101 76 75 34 18 10 6 2 4 21 81 214 433 240 288 262 235 264 215 196 172 201 151 102 80 82 55. 36 12 AM Peak Hour ............................... 07:30 to 08:30 1257 vehicles) AM Peak Hour Factor ..................... 72. 6% PM Peak Hour ............................... 12:00 to 13:00 1050 vehicles) PM Peak Hour Factor .......•............. 93. 8% Weekly Summary Report Lcica.tion ......................... Cannon Road: Paseo Del Norte to Car Country Drive Location Code .................. 29 County .. ; ......................... San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start .......... · ..... 8/22/07 00: 00 Recording End .................. 8/24/07 00: 00 Sample Time ............... : ..... 15 Minutes Operator Number ............... 8726 Machine Nuber .................. 20326 Channel. ........................... A Recorder Mode .................. Volume Week of · August 19, 2007 Channel: A Direction: W End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 29 39 34 34 02:00 13 10 12 12 03:00 17 19 18 18 04:00 10 18 14 14 05:00 49 43 46 46 06:00 175 153 164 164 07,: 00 469 489 479 479 08:00 585 595 590 590 09:00 514 545 530· 530 10: 00· 452 464 458 458 11:00 508 496 502 502 12:00 697 713 705 705 13:00 740 · 695 718 718 14:00 638 ·403 521 521 15:00 781 455 618 618 16:00 966 702 834 834 17:00 1114 910 1012 1012 18:00 1336 1058 1197 1197 19:00 1233 940 1087 1087 20:00 417 275 346 '346 21:00 201 132 167 167 22:00 149 82 116 116 23:00 87 61 74 74 24:00 45 38 42 42 Totals 11225 9335 10280 10280 % Avg Wkday 109.2 90.8 % Avg Day 109.2 90.8 AM Peak Hour 12:00 12:00 AM Count 697 713 PM Peak Hour 18:00 18:00 PM Count 1336 1058 Weekly Summary Report Location ......................... Cannon Road: Paseo Del Norte to Car Country Drive Location Code ........... ; ...... 29 County ............................ San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 8/24/07 00: 00 Sample Time ...................... 15 Minutes Operator Number ............... 8726 Machine Nuber .................. 20326 Channel. .......................... A Recorder Mode .......... , ....... Volume Week of August 19, 2007 Channel: A Direction: E End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 37 54 46 46 02:00 24 22 23 23 03:00 16 15 16 16 04:00 26 23 25 25 05:00 · 48 43 46 46 06:00 147 i43 145 145 07:00 484 490 487 487 08:00 1086 1096 1091 1091 09:00 1083 1025 1054 . 1054 10:00 904. 921 913 913 11:00 1000 1140 1070 1070 12:00 875 954 915 915 13:00 925 1050 988 988 14:00 894 945 920 920 15:00 761 765 763 763 16:00 705 656 681 681 17:00 801 782 792 792 18:00 790 797 794 794 19:00 537 520 529 529 20:00 429 408 419 419 21:00 283 354 319 319 22:00 204 252 228 228 23:00 139 161 150 150 24:00 75 107 91 91 Totals 12273 12723 12498 12498 % Avg Wkday 98.2 101. 8 % Ayg Day 98.2 101. 8 AM Peak Hour 08:00 11: 00 AM Count 1086 114.0 PM Peak Hour 13:00 13:00 PM Count 925 1050 ENGINEERING COMPANY Transportation Divtiion TM 24-Hour Volume Plot Cannon Road • ' . . ' Between Paseo Del Norte and Car Country Drive Wednesday, August22,2007 22 End Time Wed Cannon Road Between-Paseo Del Norte and Car Country Drive 01:00 66 02:00 37 03:00 33 2500 04:00 36 "' 05:00 97 06:00 322 2250 N ;;; -"' 07:00 953 08:00 1671 09:00 1597 10:00 1356 11:00 1508 2000 1750 ~ m u 1500 :c m '" 0 -r-;:: "' ;:: r-r-"' "' "' N "' N N "' -"' "' r--.., -.---0 "'· "' "' "' ---"' -"' .., - 12:00 1572 > 1250 ~ 0 13:00 1665 .. .., "' 14:00 1532 1000 "' "' -.-"' 15:00 1542 750 16:00 1671. -.-"' 17:00 1915 18:00 2126 19:00 1770 20:00 846 500 250 0 -.-"' N "' N "' "' "' I N N 0 "' r-Jj r-"' "' "' "' .., .., "' ■ -. 21:00 484 22:00 353 23:00 226 Time 24:00 120 I Total I 2349s 1 * -Volumes represent combined totals of both directions. I ENGINEERING COMPANY Transporuzrion Division 24-Hour Volume Plot Cannon Road • . . . . Between Paseo Del Norte and Car Country Drive 1hursday, August 23, 2007 23 End Time Thur Cannon Road Between Paseo Del Norte and Car Country Drive 01:00 93 02:00 32 03:00 34 2500 04:00 41 05:00 86 2250 06:00 296 07:00 979 2000 "' "' "' "' 08:00 1691 09:00 1570 10:00 1385 11:00 1636 12:00 1667 1750 " " u 1500 :;; " > 1250 - '" ... ~ N -<O <O en . <O 0 "' <O -<O -... <O --"' -0 -"' <O -"' "' "' .. ;;; "' -"' "' -0 -N -N - 13:00 1745 14:00 1348 0 " 100? en ... en 15:00 1220 750 "' "' <O 16:00 1358 <O "' 17:00 1692 18:00 1855 19:00 1460 20:00 683 500 250 0 .. .. <O ::l · en N N ill -~ I .. "' -en N .. ■ "' "' :::. -. ..,. ..,. ..,. ..,. 21:00 486 22:00 334 23:00 222 Time 24:00 145 Total I 22osa 1 • ~ Volumes represent combined totals of both directions. CITY OF· CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 30 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 Swmiiary Report 4 24-Hour Volume Plot Day 1 5 24-HourVolume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division Volume Count Report Location .................. .'Cannon Road: El Camino Real to College Blvd. Location Code .. , ......... 30 County ...................... San Diego Recorder Set ... i ......... 8/21/07 00:00 Recording Start ......... 8/22/07 00: 00 Recording End ............ 8/24/07 00: 00 Sample Time ............... 15 Minutes Operator Number ......... 872 6 Machine Number .......... 20326 Channel ..................... A Divide By ................... 2 Summation ........... , ...... ·No Two-Way ..................... No Wednesday 08/22/07 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 34 14 13 47 235 483 946 1256 964 572 473 414 496 502 '473 506 405 433 359 242 184 148 91 50 9340 6 4 . 1 4 20 47 183 275 281 173 138 110 112 135 123 143 99 136 101 71 48 39 17 23 7 3 5 12 35 71 186 334 243 131 109 98 128 110 110 125 109 99 95 58 43 30 31 11 12 3 3 9 70 137 259 300 · 231 142 135 105 131 139 115 120 105 89 81 53 45 53 22 6 9 4 4 22 110 228 318 347 209 126 91 101 125 118 125 118 92 109 82 60 48 26 21 10 AM Peak Hour ............................... 07: 15 to 08:15 1262 vehicles) AM Peak Hour Factor ..................... 90. 9% PM Peak Hour ............................... 12: 15 to 13:15 519 vehicles) PM Peak Hour Factor ..................... 96.1% Thursday 08/23/07 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 7 15 42 228 478 969 1264 1022 613 501 440 536 442 493 550 407 444 356 267 179 173 87 39 9580 6 3 4 4 12 36 154 261 339 169 120 93 139 142 132 164 102 112 86 78 42 38 21 12 8 1 7 29 71 200 336 242 165 130 112 137 90 120 130 107 126 103 73 55 38 27 13 4 2 4 10 66 147 287 330 230 146 136 110. , 130 103 109 146 87 110 82 62 40 53 17 4 10 1--,6 21 121 224 328 337 211 133 115 125 130 107 132 110 111 96 85 54 42 44 22 10 AM Peak Hour ............................... 07: 15 to 08: 15' 1342 vehicles) AM Peak Hour Factor ..................... 99.0% PM Peak Hour ............................... 14: 45 to 15: 45 ( 572 vehicles) PM Peak Hour Factor ...................... 87 .2% Volume Count Report Location ................... cannon Road: El Camino Real to coilege Blvd. Location Code ............ 30 County •..................... San Diego Recorder Set ............. 8/21/07 00: 00 Recording Start ......... 8/22/07 00: 00 Recording End ............ 8/i4/07 00:00 Sample Time ........•...... 15 Minutes Operator Number ......... 872:6 Machine Number .......... 20326 Channel. .................... A Divide By .................. 2 Summation .................. No Two-Way ...•................. No Wednesday 08/22/07 Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 '0900 1000 1100 1200 1300 1400 1500 160017001800 1900 2000 2100 2200 2300 2400 Totals 87 43 16 11 26 50 171 277 345 318 354 449 549 564 753· 1004 1247 1455 770 481 323 234 169 117 9813 32 22, 8 4 8 6 22 72 81 80 ·103 90 152 114 172 217 303 397 249 157 77 78 52 49 33 8 3 3 3 9 46 68 64 62 91 112 137 128 160 221 267 423 225 110 78 61 48 21 18 6 5 2 9 20 55 71 102 81 79 120 118 162 206 247 316 335 152 133 89 54 38 31 4 7 0 2 6 15 48 66, 98 95 81 127 142 160 215 319 361 300 144 81 79 41 31 16 AM Peak Hour ..........•.................... 11.: 30 to 12:30 536 vehicles) AM Peak Hour Factor •......... ; .......... 88. 2% PM Peak Hour ................... .-........... 16: 45 to 17:45 1516 vehicles) PM Peak Hour Fa.ctor ..................... 8 9. 6% Thursday 08/23/07 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 33 26 9 28 46 155 313 366 313 395 466 504 622 740 941 1322 1457 776 473 372 279 184 140 10059 40 13 11 7 12 32 67 67 83 125 114 135 126 163 204 313 413 224 149 113 81 52 62 32 11 6 3 5 9 . 33 70 85 72 96 1.08 125 134 160 192 305 430 219 130 85 85 46 38 17 5 4 2 8 11 47 105 101 76 ·gs 130 124 182 232 268 343 351 174 90 90 58 47 19 10 4 5. 3 8 14 43 71 113 82 76 114 120 180 185 277 361 263 159 104 84 · 55 39 21 AM Peak Hour ............................... 11: 30 to 12:30 504 vehicles) AM Peak Hour Factor ..................... 93. 3% PM Peak Hour ............ , .................. 16:45 to 17:45 1555 vehicles) PM Peak Hour Factor ..................... 90. 4% Weekly Summary Report Location ......................... Cannon Road: El Camino Real to College Blvd. Location Code .................. 30 County ......... ., .................. San Diego RecorderSet ................. ;,8/21/07 00:00 Recording Start ............... 8/22/07 00: 00 Recording End .................. 8/24/07 00.: 00 Sample Time ................ · ..... 15 Minut~s Operator Number ............... 8726 Machine Nuber .................. 20326 Channel.· ........................ ,. A · Recorder Mode .................. Volume Week of August 19, 2007 Channel: A Direction: W End 19 20 21 22 23 24 25 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 34 28 31 31 02:00 14 7 11 11 03:00 13 15 14 14 04:00 47 42 45 45 05:00 235 228 232 232 06:00 483 478 481 481 07:00 946 969 958 958 08:00 1256 1264 1260 1260 09:00 964 1022 993 993 10: 00 572 613 593 593 11:00 473 501 . 487 487 12:00 414 440 427 427 13:00 496 536 516 516 14:00 502 442 472 472 15:00 473 493 483 483 16:00 506 550 528 528 17:00 405 407 406 406 18:00 433 444 439 439 19:00 359 356 358 358 20:00 242 267 255 255 21:00 184 179 182 182 22:00 148 173 161 161 23:00 91 87 89 89 24:00 50 39 45 45 Totals 9340 9580 9460 9460 % Avg Wkday 98.7 101. 3 % Avg Day 98.7 101. 3 AM Peak Hour 08:00 08:00 AM Count 1256 1264 PM Peak Hour 16:00 16:00 PM Count 506 550 Weekly Summary Report Location ..... ; ................... Cannon Road: El Camino Real to College Blvd. Location Code .................. 30 County ............................ San Diego Recorder Set ................... 8/21/07 00: 00 Recording Start ........ : ...... 8/22/07 00:00 Recording End .................. 8/24/07 .00:00 Sample Time ..................... 15 Minutes Operator Number ............... 8726 Machine Nuber .................. 2032 6 Channel. ........................... A Recorder Mode .................. Volume Week of August 19, 2007 Channel: A Direction: E End 19 20. 21 22 23 24 25 Wkday ·Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 87 . 99 93 93 02:00 43 33 · 38 38 03: 00 16 26 21 21 04:00 11 9 10 10 05:00 26 28 27 27 06: 00 50 46 48 48 07:00 171 155 163 163 08:00 277 313 295 295 09:00 345 366 356 356 10:00 318 313 316 316 11:00 354 395 375 375 12:00 449 466 458 458 13:00 549 50~ 527 527 14:00 564 622 593 593 15:00 753 740 747 747 16:00 1004 941 973 973 17:00 1247 1322 1285 1285. 18:00 1455 1457 1456 1456 19:00 770 776 773 773 20:00 481 473 477 477 21:00 323 372 348 348 22:00 234 279 257 257 23:00 169 184 177 177 24:00 117 140 129 129 Totals 9813 10059 9936 1 9936 % Avg Wkday 98.8 101. 2 % Avg Day 98.8 101. 2 AM Peak Hour 12:00 12:00 AM Count 449 466 PM Peak Hour ·18:00 18:00 PM Count 1455 1457 ENGINEERING COMPANY Transportation Division aM 24-Hour Volume Plot Cannon Road • . . . . Between El Camino Real and College Boulevard 22 End Time Wed 01:00 121 02:00 57 03:00 29 04:00 58 05:00 261 06:00 533 07:00 1117 08:00 1533 09:00 1309 10:00 890 11:00 827 12:00 863 13:00 1045 14:00 1066 15:00 1226 16:00 1510 17:00 1652 .18:00 1888 19:00 1129 20:00 723 21:00 507 22:00 382 23:00 260 24:00 167 I Total I 19153 I Wednesday, August22,2007 .Cannon Road Between El Camino Real and College Boulevard 2250 ~-----------------------------------, 2000 1750 1500 1250 1000 750 500 2so N ~ ,._ 0 ■ ~ 8.. g MO •• lei- "' "' "' g g I Time N "' (0 0 ~ .; ~ "' N ~ ~ g 0 N ::; ,o N 00 "' • -Volumes.represent combined totals of both directions: · ENGINEERJNG COMPANY Transportation Division .. 24--Hour Volume Plot Cannon Road • . . . . Between E_I Camino Real and College Boulevard Thursday, August 23, 2007 23 End Time Thur Cannon Road Between El Camino Real and College Boulevard 01:00 127 02:00 40 03:00 41 2250 04:00 51 05:00 256 2000 0 O> 06:00 524 O> -N ... 07:00 1124 1750 ... -... 08:00 1577 "' ;;; -00 • .., 09:00 1388 10:00 926 11:00 896 12:00 906 13:00 1040 0 1500 ~ u :i: 1250 ~ -0 .. 1000 00 ~ "' -"' "' .., N N N .., -"' 0 <O ;: -.., 0 0 -<O <O <O -N O> O> 0 00 O> 0 14:00 1064 ., ... 15:00 1233 16:00 1491 750 500 .., ;;; N "' N "' "' .., 17:00 1729 18:00 1901 19:00 1132 20:00 740 250 <O ;::: "' O> N N ... . l I ... N --0 ;;; I I .., ~ ----. ~ 0 21:00 551 22:00 452 23:00 271 Time 24:00 179 I Total I 19639 I * -Volum~s represent combined totals of both directions. , ' , ' ' '.• ' ' -; ~ ·,: ... i ~·-: ; 'I :_" I ' , ' '•, ,,1 '.' .. ; CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 31 College Boulevard Between Tamarack A venue (N) and N. City Limits Page NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekiy 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 .... · ......... 31 County ...................... San Diego Recorder Set ............ , 7 /23/07 00: 00 Recording Start ......... 7 /25/07 00: 00 Recording End ............ 7/27/07 00:00 Sample Time ............... 15 Minutes Operator Number ......... 87?0 Machine Number .......... 20320 Channel. .................... A Divide By .................. 2 Summation .................. No Two-Way .......... ·.· .....•... No Wednesday 07/25/07 Channel: A Direction: N ' 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 11001200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 107 34 19 27 49 137 311 268 651 600 551 669 730 827 964 1154 1529 1532 928 629 499 333 193 153 12894 47 8 5 3 9 22 76 57 148 164 149 180 184 162 234 255 345 390 254 167 123 87 57 77 35 13 6 6 9 24 77 62 167 126 124 130 197 222 186 240 404 447 257 173 134 ,96 . 40 28 17 10 3 10 16 34 101 70 175 139 139 174 178 207 251 302 345 374 .211 143 128 80 48 27 8 3 5 8 15 57 57 79 161 171 139 185 171 236 293 357 435 321 206 146 114 70 48 21 AM Peak Hour ............................... 11: 30 to 12:30 740 vehicles) AM Peak Hour Factor ..................... 93. 9% PM Peak Hour ......... : ..................... 16: 45 to 17:45 1646 vehicles) PM Peak Hour Factor ..................... 92 .1% Thursday 07 /26/07 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 124 30 32 18 47 132 347 641 631 634 581 695 744 873 967 1117 1547 1537 982 641 510 386 223 156 13595 49 6 6 3 12 26 66 146 156 168 140 162 186 183 190 255 374 357 285 168 116 118 72 60 32 12 6 4 4 21 65 114 145 147 160 175 195 210 216 240 384 447 253 170 145 102 61 48 23 6 10 7 12 34 101 155 168 156 137 183 183 233 244 301 373 . 390 240 155 134 82 54 29 20 6 10 4 19 51 115 226 162 163 144 175 180 247 317 321 416 343 204 148 115 84 36 19 AM Peak Hour ............................... 11:30 to 12:30 739 vehicles) AM Peak Hour Factor ..................... 94. 7% PM Peak Hour ............................... 16: 45 to 17:45 1610 vehicles) PM Peak Hour Factor ..................... 90.0% Volume Count Report Location .................... College Boulevard: Tamarack Avenue (N) to. N. City Limits Location Code ............ 31 County ...................... San Diego Recorder Set ............. 7/23/07 00:00 Recording, Start ......... 7 /25/07 00: 00 Recording End ............ 7 /27 /07 00: 00 s.ample· Time ............... 15 Minutes Operator Number ......... 872.0 Machine Number .......... 20320 Channel ..................... A Divide By .................. 2 Summation .................. No Two-Way ..................... No Wednesday 07/25/07 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 15 3 25 104 249 573 670 855 671 605 676 794 739 712 795 759 776 696 518 457 382 254 124 11475 10 9 6 17 87 148 199 187 149 168 201 202 186 202 181 216 207 139 116 121 82 49 4 2 0 3 15 25 139 198 241 188 152 129 179 176 160 206 193 192 163 135 115 98 62 32 8 2 9 36 95 169 175 206 144 147 196 211 193 186 198 176 198 176 124· 106 84 61 25 2 12 47 112 178 149 209 152 157 183 203 168 180 189 209 170 150 120 120 79 49 18 AM Peak Hour ......... , ...................... 08: 00 to 09:00 855 vehicles) AM Peak Hour Factor ..................... 88. 7% PM Peak Hour ................•.............. 16: 45 to .17:45 ·915 vehicles) PM Peak Hour Factor ..................... 94. 3% Thursday 07/26/07 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 73 · 32 26 55 233 482 970 1229 925 716 660 686 875 776 743 780 762 857 717 575 475 382 253 133 13415 26 9 7 10 16 49 161 261 235 211 158 165 199 215 190 196 178 228 175 143 138 101 60 43 18 6 4 5 32 68 217 314 237 183 178 170 236 184 180 190 182 227 194 173 106 94 74 49 17 9 7 13 74 · 161 281 362 237 168 162 180 224 201 173 187 200 219 174 131 122 89 61 25 12 8 8 27 111 204 311 292 216 154 162 171 216 176 200 207 202 183 174 128 109 98 58 16 AM Peak Hour ............................... 06: 45 to 07:45 1248 vehicles) AM Peak Hour Factor ..................... 86.2% PM Peak Hour ............................... 12: 15 to 13:15 891 vehicles) PM Peak Hour Factor ..................... 94.4% Weekly Summary Report Location., ....................... College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code ............ , ..... 31 County .... , .... , .... , ............ , San Diego Recorder Set ................... 7 /23/07 00: 00 Recording Start ............... 7/25/07 00:00 Recording End, ................. 7/27/07 00:00 Sample Time .................... , 15 Minutes Operator Number ............... 8720 Machine Nuber .................. 20320 Channel ........................... , A . Recorder Mode .................. Volume Week of July 22, ·2007 Channel: A Direction: N End 22 23 24 25 26 27 28 Wkday· Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 107 124 116 116 02:00 34 30 32 32 03:00 19 32 26 26 04:00 27 18 23 23 05:00 49 47 48 48 06:00 137 132 135 135 07:00 311 347 329 329 08:00 268 641 455 455 09:00 651 631 641 641 10 :_00 600 634 617 617 11:00 551 581 566 566 12:00 669 695 682 682 13:00 730 744 737 737 14:00 827 873 850 850 15:00 964 967 966 966 16:00 1154 1117 1136 1136 17:00 1529 1547 1538 1538 18:00 1532 1537 1535 1535 19:00 928 982 955 955 20:00 629 641 635 635. 21:00 499 510 505 505 22: 0.0 333 386 360 360 23:00 193 223 208 208 24:00 153 156 155 155 Totals 12894 13595 13245 13245 % Avg Wkday 97.4 102.6 % Avg Day 97.4 102:6 AM Peak Hour· 12:00 12:00 AM Count 669 695 .PM Peak Hour 18:00 17:00 PM Count 1532 1547 W eeldy Summary Report Location .......................... College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code .................. 31. County ............................ San Diego . Recorder Set ................... 7 /23/07 00: 00 Recording Start ............... 7 /.25/07 00: 00 Recording End .................. 7 /27 /07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8720 Machine Nuber .................. 20320 Channel. .......................... A Recorder Mode ......•........... Volume Week of July 22, 2007 Channel: A Direction: s I End 22 ?3 24 25 26 27 28 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01: 00 23 73 48 48 02:00 15 . 32 24 24 03:00 3 26 15· 15 04:00 25 55 40 40 05: 00. 104 233 169 169 06:00 249 482 366 366 07:00 573 970 772 772 08:00 670 1229 950 950 09:00 855 925 890 890 10:00 671 716 694 694 -11: 00 605 660 633 633 12:00 676 686 681 681 13:00 794 875 835 835 14:00 739 776 758 758 15:00 712 743 728 728 16:00 795 780 788 788 17:00 759 762 761 761 18:00 776 857 817 817 19:00 696 717 707 707 20:00 518 575 547 547 21:00 457 475 466 466 2_2: 00 382 382 382 382 23:00 254 253 254 254 24:00 . 124 133 129 129 Totals 11475 13415 12445 12445 % Avg Wkday 92.2 '107.8 % Avg Day 92.2 107.8 AM Peak Hour 09:00 08:00 AM Count 855 1229 PM Peak Hour 16:00 13:00 PM Count 7_95 875 ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot College Boulevard Between Tamarack Avenue (North) and North City Limits 25 End Tim~ Wed 01:00 .130 02:00 49 3000 03:00 22 04:00 52 2750 05:00 153 2500 06:00 386 07:00 884 2250 08:00 938 2000 09:00 1506 ~ m 10:00 1271 u 1750 :2 m 11:00 1156 • 12:00 1345 > 15,00 0 .. 13:00 1524 1250 14:00 1566 1000 15:00 1676 16:00 1949 750 17:00 2288 500 18:00 2308 0 19:00 1624 250 "' -20:00 1147 0 • 21:00 956 22:00 715 23:00 447 24:00 277 I Total I 24369 I Wednesday, July 25, 2007 "' N " N College Boulevard Between Tamarack Avenue (N9rth) and · North City Limits . "' "' "' 0 N "' N N "' . .,. "' -<D " .... " <D <D N <D <D ·-~ 0 N "' "' "' --"' --" . .... "' N <D . -.... -"' " ----"' <D " "' "' "' "' "' "' <D "' "' "' "' i;j i,_ . ..,. g 0 ui ~ 0 0 "Time "' ;:: .... " " .... .... N LI * -Volumes represent combined totals of both directions. ENGINEERING COMPANY Transportation Division· '" 24-Hour Volume Plot College Boulevard 11\ • Between Tamarack Avenue (North) and North City Limits 26 End Time Thur 01:00 197 02:00 62 3000 03:00 58 04:00 73 2750 05:00 280 2500 06:00 614 07:00 1317 2250 08:00 1870 2000 09:00 1556 ~ " 10:00 1350 u 1750 :E 11 :Off 1241 " > 1500 -12:00 1381 0 " 13:00 1619 1250 14:00 1649 1000 15:00 1710 16:00 1897 750 17:00 2309 500 18:00 2394 r-a, 19:00 1699 20:00 1216 250 0 = I "' <D - 21:00 985 22:00 768 0 0 9.. 0 0 N 0 23:00 476 24:00 289 I Total I 21010 I Thursday, July 26, 2007 College Boulevard Between Tamarack Avenue (North) and North City Limits ... a, a, 0 "' "' "' "' 0 r-r-a, ., ., -0 -a, a, a, ;:: a, <D w .. <D <D --"' -"' --0 -r-. "' ., ;;; "' ;:;: "' <D ---"' '" --"' ., a, .. w 0 ., "' "' I ., "' r--·-. ...,. 0 0 8 i 0 8 8 0 0 8 8 ~ ; i 8 8 0 8 0 0 '?. 0 0 ~ o, '?. io ~ ~ ~ 00 "' ~ ~ ~ t: " ~ 0 " 0 0 0 0 0 N Time ., <D I'- <D r-.. a, ., "' J 0 8 8 ~ M ~ N • ~ Volumes represent combined totals of both directions. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 32 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 Transportation Division Page 1 2 3 4 5 6 Volume Count Report Location ................... College Blvd: P.A.R. to Aston Ave Location Code .......... :. 32 ·. County ............... , ....... San Diego Recorder Set ............. 7 /16/07 00: 00 Recording Start ......... 7 /1 7 /07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time ............... 15 Minutes Operator Number.,. ....... 8727 Machine Number .......... 20327 Channel ..................... A Divide. By .................. 2 Summation .................. No Two-Way ..................... No Tuesday 07 /17 /07 Channe.1: 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 40 13 11 12 34 67 142 215 280 275 301 548 677 485 445 536 793 1037 521 276 141 102 52 . 37 7040 21 5 2 3 3 . 13 29 39 . 54 67 75 93 212 135 119 148 191 307 189 77 47 42 16 10 6 3 4 12 12 37 44 70 80 72 118 159 112 85 138 193 294 120 69 35 31 10 12 8 3 3 2 9 17 29 62 73 64 78 148 162 133 134 135 215 239 115 83 25 14 15 6 5 2 2 6 , 10 25 47 70 83 64 76 189 144 105 107 115 194 197 97 47 34 15 11 9 AM Peak Hour ............................... 11:30 to 12:30 708 vehicles) AM Peak Hour Factor ............ .' ........ 83. 5% PM Peak Hour ............................... 17: 00 to 1,8: 00 1037 vehicles) PM Peak Hour Factor ..................... 84. 4% Wednesday 07/18/07 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 10 12 15 30 48 118 247 276 273 329 583 632 437 419 502 827 942 500 239 149 77 65 28 6806 17 4 7 3 3 6 18 47 73 63 93 121 190 137 105 127 186 324 172 70 46 29 23 10 10 2 3 6 10 26 53 66 68 73 137 188 112 90 117 204 254 135 76 40 16 14 6 16 1 3 4 10 14 33 66 66 75 94 151 126 92 119 140 208 198 117 54 37 12 17 6 5 3 5 11 18 41 81 71 67 69 174 128 96 105 118 229 166 76 39 26 20 11 6 C AM Peak Hour .. ; ............................ 11 : 3 0 to 12:30 ( 703 vehicles) AM Peak Hour Factor ..................... 92. 5% PM Peak Hour ............................... 16: 30 to 17:30 1015 vehicles) PM Peak Hour Factor ..................... 78.3% Volume Count Report Location .................... College Blvd: P.A.R. to Aston Ave Location Code ............ 32 County ...................... San Diego Recorder Set ............. 7 /16/07 00: 00 Recording Start ..•...... 7 /17 /07 00: 00 Recording End ............ 7 /20/07 00: 00 Sample Time ........... · .... 15 Minutes Operator Number.; .....•. 8727 Ma.chine Number .......... 20327 Channel ..................... A Divide By .... · .............. 2 Summation .................. No Two-Way ..................... No Tuesday 07 /17 /07 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 11 11 5 16 50 138 328 820 1059 592 395 372 538 588 412 344 322 294 187 173 100 70 37 38 6900 5 2 2 2 3 11 50 133 282 211 103 81 110 160 131 95 97 82 55 51 25 24. 12 5 2 4 2 5 4 15 65 178 308 125 110 82 115 171 93 80 62 85 39 57 29 22 9 17 3 0 16 32 67 219 240 129 94 88 166 123 99 84 89 62 56 31 21 13 5 9 1 4 8 27 80 146 290 229 127 88 121 147 134 89 85 74 65 37 34 25 11 11 7 AM Peak Hour ...............•................ 07:45 to 08:45 1120 vehicles) AM Peak Hour Factor ..................... 90. 9% PM Peak Hour ......•......•............. , ... 12: 30 to 13:30 644 vehicles) PM Peak Hour Factor ..................... 94. 2% Wednesday 07/18/07 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 16 7 9 16 45 140 328 874 1015 567 392 374 516 553 322 321 329 304 180 123 113 79 40 26 6689 5 5 0 5 13 56 162 315 188 123 80 110 145 97 83 83 85 54 41 29 24 9 6 5 4 2 6 16 67 177 245 125 87 91 107 152 72· 71 78 74 41 30 32 20 11 10 . 4 3 6 14 37 62 227 239 135 96 95 130 115 73 97 87 71 44 22 31 18 9 7 2 0 2 7 20 74 143 308 216 119 86 108 169 141 80 70 81 74 41 30 21 17 11 3 AM Peak Hour ............................... 07:45 to 08:45 1107 vehicles) AM Peak Hour Factor ..................... 87. 9% PM Peak Hour ........•. , ..................... 12: 30 to 13:30 596 vehicles) PM Peak Hour Factor ..................... 88. 2% Weekly Summary Report Location ......................... College Blvd: P.A.R. to Aston Ave Location Code .................. 32 County ........................... : San Diego Recorder Set ................... 7/16/07 00:00 Recording Start ............... 7/17 /07 00: 00 Recording End .................. 7 /20/07 00: 00 Sample Time ..................... 15 Minutes Operator Number ............... 8727 Machine Nuber ....... : .......... 20327 Channel. .......................... A Recorder Mode .................. Volume Week of July 15, 2007 Channel: A Direction: N. End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 40 48 44 44 02:00 13 10 12 12 03:00 11 12 12 12 04:00 12 15 14 14 .05: 00 34 30 32 32 06:00 67 48 58 58 07:00 142 118 130 130 · 08: 00 215 247 231 231 09:00 280 276 278 278 10:00 27,5 273 274 274 11:00 301 329 315 315 12:00 548 583 566 566 13:00 677 632 655 655 14:00 485 437 461 461 15:00 445 419 432 432 16:00 536 502 519 519 17:00 793 827 810 810 18:00 1037 942 990 990 19:00 521 500 511 511 20:00 276 239 258 258 21:00 141 149 145 145 22:00 102 77 90 90 23: 00· 52 65 59 59 24:00 37 28 33 33 Totals 7040 6806 6923 6923 % Avg Wkday 101.7 98.3 % Avg Day 101.7 98.3 AM Peak Hour 12:00 12:00 AM Count 548 583 PM Peak Hour 18:00 18:00 PM Count 1037 942 , Weekly Summary Report Location .......................... College Blvd: P .. A.R. to Aston Ave Location Code .................. 32 County ............................. San Diego Recorder Set ................... 7/16/07 00:00 Recording Start ............... 7 /17 /07 00: 00 Recording End .................. 7 /20/07 00: 00 Sample Time ....................... 15 Minutes Operator. Number ............... 8727 Machine Nuber .................. 20327 Channel. .......................... A Recorder Mode .................. Volume Week of July 15, 2007 Channel: A· Direction: s End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tu<, Wed Thu Fri Sat Avg. Avg. 01:00 11 16 14 14 02:00 11 7 9 9 03:00 5 9 .7 7 04:00 16 16 16 16 0,5: 00 50 45 48 48 06:00 138 140 139 139 07:00 328 328 328 328 08:00 820 874 847 847 09:00 1059 1015 1037 1037 10:00 592 567 580 580 11: 00 395 392 394 394 12:00 372 374 373 373 13:00 538 516 52T 527 14:00 588 5.53 571 571 15:00 412 322 367 367 16:00 344· 321 333 333 17:00 322 329 326 326. 18:00 294 304 299 299 19:00 187 180 184 184 20.: 00 173 123 148 148 21:00 . ,100 ·113 107 107 22:00 70 7.9 75 75 23:00 37 . 40 39 39 24 :, 00 38 26 32 32 Totals 6900 6689 6795 6795 % Avg Wkday 101.6 98.4 % Avg Day 101.6 98.4 AM Peak Hour 09:00 09:00 AM Count 1059 1015 PM Peak Hour 14:00 14 :-00 PM Count 588 553 I ENGINEERING COMPANY Transportation Division 'M 24-Hour Volume Plot College Boulevard • . . . . Between Palomar Airport Road and Aston Avenue Tuesday, July 17, 2007 17 End Time Tue College Boulevard Between Palomar Airport Road and Aston Avenue 01:00 51 02:00 24 1500 03:00 16 04:00 28 a, ~ "' "' "' "' . ~ ~ "' 05:00 84 1250 '" "' 06:00 205 07:00 470 "' "' ,-. "' 0 0 ~ 08:00 1035 09:00 1339 10:00 867 1000 .. ~ Q :2 0 ,-. N 0 a, ,-. ., (0 "' ., ., ., 11:00 696 12:00 920 ~ > 750 'o .. (0 ., a, 0 (0 ,-. 13:00 1215 14:00 .1073 15:00 857 500 0 a, ,-. ..,. ..,. ..,. 16:00 880 ~ 17:00 1115 18:00 1331 19:00 708 20:00 449 250 0 "' ..,. 0 N N N ,-. ~ ..,. u a, "' ;:;; ., ., ,-. ..,. (0 ., I I I -N N --. 21:00 241 22:00 172 0 8 ~ a " ~ :, 23:00 89 Time 24:00 75 Total 113940 I "' p Volumes represent combined totals of both directions. '" ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot College Boulevard • . Between Palomar Airport Road and Aston Avenue Wednesday, July 18, 2007 18 End Time Wed College Boulevard Between Palomar Airport Road and Aston Avenue 01:00 64 02:00 17 1500 03:00 21 ~ 04:00 31 05:00 . 75 06:00 188 1250 "' (0 N ..,. ~ ~ ., (0 '" ..,. "' ~-~- ~ 07:00 446 0 08:00 1121 09:00 1291 10:00 840 11 :00 721 1000 ~ ~ u :E ~ 750 - ,._ "' "' "' "' 0 "' ..,. ., N ., '" ~ 0 ,._ ., 12:00 957 0 .. "' 13:00 1148 14:00 990 15:00 741 500 (0 ..,. ..,. N (0 16:00 823 "' N (0 17:00 1156 250 ., N ., (0 18:00 1246 19:00 680 20:00 362 0 ~ ~ "' ..,. "' I I i ; (0 ,._ ■ ~ '" :_ I . ~ ...... 21:00 262 22:00 156 8 8 0 8 :: ~ ti ;,: 23:00 105 Time 24:00 54 · I Total 113495 I • -Volumes represent combined totals of both directions. . ' ' ', ! • • > •L -? CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER2007 MID-BLOCK COUNT SUMMARY Number: Location: Contents: 33 Alga Road Between Corintia Street and El Fuerte Street Page WB 15 Minute Volnme Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 RICK ENGINEERING COMPANY Transportation Division \ Volume Count Report Location .............. ; .... Alga Road: Cori.ntia St, to El Fuerte St. Location Code.: .......... 33 County •....•................ San Diego Recorder Set ....•.... · ..... 7/16/07 00: 00 Recording start ......... 7 /1 7 /07 00: 00 Recording End ......... : ... 7/20/07 00:00 Sample Time ............... 15 Minutes Operator Numper ....•.... 8718 ·Machine Number ..••...... 20318 Channel ...... : ....... , •..... A Divide By ••••••. :; •.....•.• 2 Summation: ...... ; ....•..... No Two-Way .... : ................ No Tuesday 07/17/07 Channel: A Direction.: w. 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 22 . 11 7 6 40 110 337 516 471 392 286 342 337 306 283 307 359 342 295 224 156 138 89 56 5432 8 3 2 0 3 20 .. 56 130 118 124 83 90 94 85 78 73 94 86 74 65 · 37 33 29 19 2 2 5 21 64 123 120 102 56 90 82 73 70 83 85 91 74 50 34 43 19 13 7 3 0 3 14 25 94 121 131 86 69 85 72 82 57 72 96 82 74 52 42 24 21 15 5 4 3 2 18 44 123 142 102 80 78 77 89 66 78 79 84 83 73 57 43 38 20 9 AM Peak Hour .... , ........................... 07: 00 to 08:00 516 vehicles) AM Peak Hour --Factor ..................... 90. 8% PM Peak Hour .......••... · .................•. 16: 00 to 17:00 ( . 359 vehicles) PM Peak Hour Factor ..................... 93. 5% Wednesday 07/18/07 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 26 14 7 7 37 116 342 499 477 390 340 292 322 315 300 309 321 344 270 221 148 ·141 96 45 5379 6 2 0 8 13 60 115 137 104 79 ·51 89 70 85 65 81 90 82 63 39 37 31 11 9 3 2 5 25 63 127 124 102 89 64 87 97 71 84 76 78 61 56 43 34 21 11 6 3 2 3 7 37 119 113 99 100 85 81 74 76 63 80 99 90 62 56 33 35 22 17 5 7 2 2 17 41 100 144 117 84 87 86 72 72 81 80 65 86 65 46 33 35 22 6 AM Peak Hour ............................... 07: 15 to 08:15 5.21 vehicles) AM Peak Hour Factor ..................... 90. 5% PM Peak Hour .................•............ , 17: 00 to 18:00 344 vehicles) PM Peak Hour Factor ..................... 95. 6% . Volume Count Report Location ................... Alga Road: Co.rintia St. to El Fuerte st. Location code ............. 33 County ....•................. :San Diego Recorder Set ............. 7 /16/07 00: 00 Recording Start ......... 7 /1 7 /07 00: 00 · Recording End ............ 7 /20/07 00: 00 Sample Time ............... 15 Minutes . · Operator Number ......... 8718 Machine Number .......... 20318 Channel ..................... A Divide By .. ( ......... : ..... 2 Summation ........... : ...... No Two-Way ............. _. ....... No Tuesday 07/17/07 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 48 23 6 4 14 32 99 254 330 324 295 310 328 343 402 471 555 622 504 344 271 201 163 88 . 603.1 17 7 3 0 1 5 13 53 72 81 75 80 82 99 105 105 130 160 128· 96 70 47 53 25 13 5· 2 3 6 21 54 89 70 71 68 76 83 . . 93 114 146 170 157 85 66 52 44 28 9 5 3 5 7 30 71 87 84 80 76 87 83 109 120 132 154 111 91 69 48. 33 14 9 6 0 0 5 14 35 76 82 89 69 86 83 78 95 132 147 138 108 72 66 54 33 21 AM Peak Hour ............................... 08:15 to 09:15 339 vehicles) AM Peak Hour ·Factor ...................... 95. 2 % PM Peak Hour ........................... ; ... 16: 4 5 to 17:45 631 .vehicles) PM Peak Hour Factor ..................... 92. 8% Wednesday ·07/18/07 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 51 29 13 2 11 36 116 269 314 290 289 353 324 369 357 473 575 659 490 365 261 226 164 85 6121 22 10 6 2 6 22 45 86 83 70 73 80 83 86 99 116 . 166 149 100 74 53 52 29 11 5 2 0 2 7 19 53 88 64 87 93 82 105 . 69 107 132 166 119 84 66 54 46 24 11 9 4 O· 4 13 34 71 65 72 56 93 76 98 102 127 163 172 113 87 60 53 32 23 7 5 0 4 10 41 100 75 71 76 94 86 83 100 140 164 155 109 94 61 66 34 9 AM Peak Hour ............................... 11:15 to 12:15 360 vehicles) AM Peak Hour Factor .. : .................. 95. 7% PM Peak Hour ................. · ..... : ........ 16: 45 to 17:45 668 vehicles) PM Peak Hour Factor ..................... 97 .1% Weekly Summary Report Location .......................... Alga Road: Corintia .st. to El Fuerte St. Location Code ........... : ...... 33 County ............................ San Diego Recorder Set ................... 7/16/07 00:00 Recording Start; .............. 7/17/07 . 00:00 Recording End ................... 7/20/07 00:00 Sample Time ........... ; .......... is Minutes· Operator Number ............... 8718 Machine .Nuber .................. 20318 Channel. .......................... A Recorder Mode .................. Volume Week of Jul.y·1s, 2007 Channel: A Direction: W End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 22 26 24 24 02:00 11 14 13 13 03:00 7 7 7 7 04:00 6 7 7 7 05:00 40 37 39 39 06:00 110 116 113 113 07:00 337 342 340 340 08:00 516 499 508 508 09: 00. 471 477 474 474 10:00 392 390 391 391 . 11: 00 286 340 313 313 12:00 3.42 292 317 317 13:00 337 322 330 330 14:00 306. 315 311 311 15:00 283 300· 292 292 16:00 307 309 308 308 17:00 359 321 340 340 18:00 342 344 343 343 19:00 295 270 283 283 20:0Q 224 221 223 223 21:00 156 148 152 152 22:00 138 141 140 14.0 23:00 89 96 93 93 24:00 56 45 51 51 Totals 5432 5379 5406 5406 % Avg Wkday 100.5 99.5 % Avg Day 100.5 99.5 AM Peak Hour 08:00 08:00 AM Count 516 499 PM Peak .Hour 17:00 18:00 PM Count 359 344 Weekly Summary Report , Location ......................... Alga Road: Corintia St. _to El Fuerte .St. Location 'Code .................. 33 County ...•................... , .... San Diego Recorder Set ........... .-....... 7 /16/07 00: 00 Recording Start ............... 7 /17 /07 00: 00 Recording -End .......... , ....... 7 /20/07 00: 00 Sample-Time .................. ,,. 15 Minutes Operator Number ..... ,.,, ...... 8718 Machine Nuber ............. :-.... 20318 Channel. .......................... A Recorder Mode ........... :, ..... Volume Week of . July 1·5, 2007 Channel: A Direction: E · End 15 16 17 18 19 20 21 Wkday Daily Time Sun Mon Tue Wed Thu Fri· Sat Avg. Avg. 01:00 · 48 51 50 50 02:00 23 29 26 26 03:00 6 13 1.0 . 10 04:00 4 2 3 3 05:00 14 11 13 13 06:00 32 36 34 34 07:00 99 116 108 108 '· 08:00 254 269 262 262 09:00 330 314 322 322 10:00 324 290 307 .307 . 11: 00 295 289 292 292 12:00 310 353 332 332 13:00 328 324 326 326 14:00 343 369 356 356 15:00 402 357 380 380 16:0p 471 473 472 472 17:00 555 575 565 565 18:00 622 659 641 641 19:00 504 490 497 497 20:00 344 365 355 355 21:00 271 261 266 266 22:00 201 226 214 214 23:00 163 164 164 164 24:00 88 85 87 87 Totals 6031 6121 6076 6076 % Avg Wkday 99.3 100.7 % Avg Day 99.3 100.7 AM Peak Hour 09:00 12:00 AM Count 330 353 PM Peak Hour 18:00 18:00 PM Count 622 659 I R··r·· c·; K··, •• • •"< .... ;"-, • • • 3,,' ·, . .. . .. .. " ., •::- ENGINEERING COMPANY Transportation Division '" 24-Hour Volume Plot· Alga Road • . . . Between Corintia·Street and El Fuerte Street Tuesday, July 17, 2007 17 End Time Tue Alga Road Between .Corintia Street and El Fuerte Street 01:00 70 02:00 34 1250 03:00 13 04:00 10 05:00 54 06:00. 142 1000 "" "' "" 0, 07:00 436 a, 08:00 770 09:00 801 0 "' 0, . o· 0, .... "' ,._ .... .... "' .... 10:00 716 11:00 581 12:00 652 ;::: "' "' N 0, "' "' "' "' "' ..,. "' "' -"' .a, "' "' "' 13:00 665 14:00 649 500 <O ,._ "' N ..,. ..,. 15:00 685 0, "' "' 16:00 778 N . "' 17:00 914 18:00 964 250 N N ..,. ~ ..,. 19:00 799 20:00 568 21:00 427 22:00 339 0 0 ; I ll .... .1: "' 0 --... ~ ... ... ~ 0 ~ 8 ~ 0 0 8 0 ~ 8 § 0 : 8 ; ~ ~ 0 8" 0 ~ 0 ~ -~ "' 0 ~ i 0 0 0 0 0 ;,; "' ~ $! t! ~ ~ ~ ~ ~ " ~ 0 0 0 0 0 N 23:00 252 Time 24:00 144 Total I 114631 • • Volumes represent combined (otals of bath directions. / -·, ENGINEERING COMPANY Transportation Division 24-Hour Volume Plot Alga Road Between Corintia Street and El Fuerte Street End lime 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 I Total 18 Wed 77 43 20 9 48 . 152 458 768 791 680 629 645 646 684 657 782 896 1003 760 586 409 367 260 130 111soo I 1250 1000 ~ 0. 750 :2 ~ 'o " 500 250 0 Wednesday, July 18, 2007 Alga Road Between Corintia Street and El Fuerte Street . "' 0 0 - "' en <0 <0 -"' en <0 0 "' .... .... "' .... .... 0 .... <0 "' "' ., .... "' a, .... ..,._ "' "' "' -ID "' "' "' "' "' "' ., "' .... en 0 .... "' "' -l .... .... "' ., .. I .... 0 .... -"' a, ■ . '-,-'-,-c..,. '-,-'-, 8 .. 8 8 8 8 8 · · o;; o" oirl oirl o a Time .... "' "' 0 .. "' "' 0 "' -u 0 0 t:l • ~ V9/umes repre~ent combin"ed totals of both directions. r 0. \