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Table of Contents Summary Report Location NumberSegment Segment Location ADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOSADTPeak LOS1Palomar Airport Road Paseo Del Norte and Armada Drive53,216 A 51,285 A 53,378 A 53,175 A 49,570 A2Palomar Airport Road Yarrow Drive and El Camino Real33,771 A 32,154 A 32,960 A 33,820 A 33,523 A3Palomar Airport Road El Camino Real and Loker Ave. W./Innovation Wy.53,605 A 49,907 A 51,673 A 52,739 A 43,920 A4Palomar Airport Road El Fuerte Street and Melrose Drive---- ---- ---- ---- ---- ---- ---- ---- 42,287 A5Palomar Airport Road Melrose Drive and Paseo Valindo/Eagle Drive53,222 D 52,792 C 49,245 A 36,290 A 33,875 A6El Camino Real Plaza Drive and Marron Road 40,314 A 36,540 A 30,832 A 31,375 A 26,713 A7El Camino Real Tamarack Avenue and Kelly Drive33,190 B 27,031 A 25,178 A 25,509 A 23,717 A8El Camino Real Faraday Avenue and Palomar Airport Road32,976 A 36,694 A 36,712 A 38,417 A 37,735 A9El Camino Real Camino Vida Roble and Cassia Road32,464 A 32,038 A 29,801 A 30,375 A 28,048 A10El Camino Real Arenal Road and Costa Del Mar Road48,393 B 47,753 A 47,091 A 50,905 C 43,213 A11El Camino Real La Costa Avenue and Levante Street37,906 A 37,279 A 36,097 A 39,105 A 31,933 A12El Camino Real Levante Street and Calle Barcelona36,388 A 36,340 A 36,413 A 39,367 A 31,275 A13Melrose Drive Lionshead Avenue and Palomar Airport Road---- ---- ---- ---- ---- ---- 25,995 A 22,637 A14Melrose Drive Palomar Airport Road and Rancho Bravado12,125 A 12,520 A 12,102 A 17,742 A 16,969 A15Melrose Drive Alga Road and Corintia Street---- ---- ---- ---- 16,476 A 20,880 A 18,667 A16Carlsbad Boulevard Mountain View Drive and State Steet16,605 A 15,669 A 14,868 A 13,985 A 12,065 A17Carlsbad Boulevard Cannon Road and Cerezo Drive20,288 A 19,780 B 19,034 A 18,163 A 15,485 A18Carlsbad Boulevard Poinsettia Lane and Island Way18,672 A 18,808 A 17,267 A 16,114 A 12,949 A19Carlsbad Boulevard Avenida Encinas and La Costa Avenue20,048 A 24,683 A 18,126 A 19,474 A 17,905 A20La Costa Avenue Saxony Road and Piraeus Street31,531 A 31,777 A 32,578 A 33,245 A 32,254 A21La Costa Avenue Cadencia Street and Romeria Street10,412 A 11,750 A 12,061 A 12,492 A 11,819 A22Rancho Santa Fe Road La Costa Meadows Drive and San Elijo Road33,997 D 30,853 C 30,516 A 34,674 A 31,222 A23Rancho Santa Fe Road Avenida Soledad and Camino Junipero31,155 A 35,763 A 36,589 A 39,947 A 35,754 A24Rancho Santa Fe Road Olivenhain Road and Calle Acervo/Avenida La Posta16,046 A 17,517 A 16,739 A 17,028 A 17,445 A25Carlsbad Village Drive Victoria Avenue and Pontiac Drive8,202 A 5,977 A 5,866 A 6,168 A 5,665 A26Poinsettia Lane Paseo Del Norte and Batiquitos Drive24,332 A 25,057 A 26,127 A 26,623 A 24,650 A27Tamarack Avenue El Camino Real and La Portalada Drive9,609 A 8,093 A 7,831 A 8,453 A 8,428 A28Paseo Del Norte Camino Del Parque (North) and Palomar Airport Road9,054 A 9,411 A 9,226 A 8,791 A 8,125 A29Paseo Del NortePalomar Airport Road and Car Country Drive10,362 A 10,477 A 10,689 A 10,246 A 9,473 A30Cannon RoadPaseo Del Norte and Car Country Drive21,539 A 24,071 A 25,052 A 22,778 A 21,709 A31Cannon RoadEl Camino Real and College Boulevard---- ---- 18,905 D 19,986 D 19,396 D 16,586 B32College Boulevard Tamarack Avenue (North) and North City Limits---- ---- 25,609 A 27,381 A 25,690 A 23,740 A33College Boulevard Palomar Airport Road and Aston Avenue12,736 A 13,761 A 14,484 A 13,718 A 13,810 A34Alga RoadCorintia Street and El Fuerte Street13,166 A 12,784 A ---- ---- 11,482 A 10,632 ASummer 2004Table 2-1Summer 2008CITY OF CARLSBADMID-BLOCK LINK LEVELS OF SERVICEANALYSIS SUMMARYSummer 2006 Summer 2007Summer 2005 SUMMER 2004SUMMER 2005SUMMER 2006SUMMER 2007SUMMER 2008PEAK HOURPEAK HOURPEAK HOURPEAK HOURPEAK HOURAMPMAMPMAMPMAMPMAMPMCount #Count Intersection/LocationICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOS1 El Camino Real & Plaza Drive0.51 A 0.66 B 0.33 A 0.71 C 0.34 A 0.60 A0.35 A 0.65 B 0.34 A 0.65 B2 El Camino Real & Marron Road0.53 A 0.56 A 0.38 A 0.52 A 0.35 A 0.53 A0.37 A 0.55 A 0.35 A 0.49 A3 El Camino Real & Hosp Way0.47 A 0.49 A 0.38 A 0.43 A 0.37 A 0.45 A0.37 A 0.45 A 0.35 A 0.41 A4 El Camino Real & Carlsbad Village Drive0.60 A 0.70 B 0.50 A 0.58 A 0.44 A 0.52 A0.49 A 0.63 B 0.44 A 0.57 A5 El Camino Real & Tamarack Avenue0.84 D0.71 C 0.75 C 0.58 A 0.69 B 0.58 A0.67 B 0.58 A 0.67 B 0.55 A6 El Camino Real & Cannon Road0.49 A 0.74 C 0.68 B0.88 D0.65 B0.85 D0.66 B0.85 D0.59 A 0.72 C7 El Camino Real & College Boulevard0.55 A 0.54 A 0.61 B 0.58 A 0.61 B 0.58 A0.57 A 0.57 A 0.58 A 0.58 A8 El Camino Real & Faraday Avenue0.66 B 0.79 C 0.68 B 0.77 C 0.69 B 0.73 C0.70 B 0.75 C 0.66 B 0.65 B9 El Camino Real & Palomar Airport Road0.69 B0.93 E0.66 B0.82 D0.68 B0.81 D0.68 B 0.77 C 0.55 A 0.75 C10 El Camino Real & Town Garden Road---- ---- ---- ---- 0.35 A 0.43 A 0.35 A 0.43 A0.38 A 0.46 A 0.39 A 0.41 A11 El Camino Real & Camino Vida Roble0.42 A 0.57 A 0.41 A 0.55 A 0.40 A 0.62 B0.38 A 0.59 A 0.42 A 0.56 A12 El Camino Real & Cassia Road---- ---- ---- ---- 0.53 A 0.53 A 0.52 A 0.51 A0.58 A 0.62 B 0.59 A 0.56 A13 El Camino Real & Poinsettia Lane---- ---- ---- ---- ---- ---- ---- ---- 0.35 A 0.57 A0.40 A 0.56 A 0.34 A 0.54 A14 El Camino Real & Dove Lane0.40 A 0.58 A 0.34 A 0.55 A 0.34 A 0.54 A0.38 A 0.59 A 0.37 A 0.59 A15 El Camino Real & Alga Road / Aviara Parkway0.68 B0.82 D0.68 B0.81 D0.63 B 0.77 C0.75 C 0.72 C 0.55 A 0.73 C16 El Camino Real & Arenal Road---- ---- ---- ---- 0.65 B 0.75 C 0.67 B 0.77 C0.63 B 0.73 C 0.62 B 0.73 C17 El Camino Real & La Costa Avenue0.73 C 0.75 C 0.57 A 0.62 B 0.72 C 0.64 B0.70 B 0.74 C 0.63 B 0.77 C18 El Camino Real & Levante Street0.50 A 0.57 A 0.47 A 0.48 A 0.45 A 0.49 A0.44 A 0.50 A 0.39 A 0.50 A19 El Camino Real & Calle Barcelona0.53 A 0.60 A 0.50 A 0.52 A 0.51 A 0.56 A0.52 A 0.58 A 0.46 A 0.62 B20 Palomar Airport Road & Avenida Encinas0.56 A 0.74 C 0.52 A 0.75 C 0.55 A 0.72 C0.53 A 0.70 B 0.51 A 0.80 C21 Palomar Airport Road & Paseo del Norte0.59 A 0.72 C 0.61 B 0.73 C 0.63 B 0.79 C0.60 A 0.72 C 0.59 A 0.67 B22 Palomar Airport Road & Armada Drive / Costco Entrance0.54 A 0.67 B 0.50 A 0.71 C 0.51 A 0.73 C0.53 A 0.66 B 0.56 A 0.70 B23Palomar Airport Road & Hidden Valley Road/The Crossings Drive---- ---- ---- ---- ---- ---- ---- ---- 0.50 A 0.62 B0.54 A 0.57 A 0.52 A 0.65 B24 Palomar Airport Road & College Boulevard/Aviara Parkway 0.54 A 0.74 C 0.61 B 0.68 B 0.53 A 0.69 B0.62 B 0.70 B 0.59 A 0.72 C25 Palomar Airport Road & Palomar Oaks Way ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.44 A 0.52 A26 Palomar Airport Road & Camino Vida Roble 0.59 A 0.55 A 0.51 A 0.49 A 0.54 A 0.57 A0.53 A 0.53 A 0.52 A 0.53 A27 Palomar Airport Road & Yarrow Drive ---- ---- ---- ---- 0.45 A 0.52 A 0.47 A 0.49 A0.47 A 0.51 A 0.50 A 0.56 A28 Palomar Airport Road & Loker Avenue West/Innovation Way ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.75 C 0.68 B29 Palomar Airport Road & El Fuerte Street 0.76 C 0.68 B 0.76 C 0.64 B 0.78 C 0.67 B0.73 C 0.71 C 0.63 B 0.61 B30 Palomar Airport Road & Melrose Drive0.92 E0.79 C 0.54 A 0.73 C 0.65 B 0.75 C0.82 D0.71 C 0.68 B 0.68 B31 Palomar Airport Road & Paseo Valindo/Eagle Drive ---- ---- ---- ---- 0.59 A 0.67 B 0.67 B 0.67 B0.49 A 0.52 A 0.46 A 0.52 A32 Carlsbad Boulevard & Carlsbad Village Drive 0.43 A 0.62 B 0.37 A 0.61 B 0.38 A 0.57 A0.30 A 0.59 A 0.29 A 0.57 A33 Carlsbad Boulevard & Tamarack Avenue 0.50 A 0.59 A 0.45 A 0.56 A 0.43 A 0.61 B0.44 A 0.56 A 0.41 A 0.46 AINTERSECTION CAPACITY UTILIZATIONANALYSIS SUMMARYTable 3-1 SUMMER 2004SUMMER 2005SUMMER 2006SUMMER 2007SUMMER 2008PEAK HOURPEAK HOURPEAK HOURPEAK HOURPEAK HOURAMPMAMPMAMPMAMPMAMPMCount #Count Intersection/LocationICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOSICU RatioLOS34 Carlsbad Boulevard & Cannon Road0.59 A0.88 D0.62 B0.81 D0.70 B 0.80 C0.49 A 0.77 C 0.35 A 0.69 B35 Carlsbad Boulevard & Poinsettia Lane0.38 A 0.41 A 0.49 A 0.51 A 0.48 A 0.42 A0.53 A 0.52 A 0.26 A 0.26 A36 Carlsbad Boulevard & Avenida Encinas---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.44 A 0.50 A 0.30 A 0.32 A37 Rancho Santa Fe Road & San Elijo Road0.76 C0.89 D0.67 B 0.75 C 0.51 A 0.52 A0.51 A 0.62 B 0.51 A 0.69 B38 Rancho Santa Fe Road & La Costa Avenue0.79 C 0.77 C 0.64 B 0.57 A 0.58 A 0.56 A0.63 B 0.62 B 0.60 A 0.62 B39 Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro 0.61 B 0.61 B 0.68 B 0.77 C 0.80 C 0.73 C0.73 C0.81 D0.67 B 0.75 C40 Carlsbad Village Drive & State Street0.26 A 0.35 A 0.24 A 0.38 A 0.25 A 0.39 A0.24 A 0.37 A 0.25 A 0.37 A41 Carlsbad Village Drive & Harding Street0.37 A 0.53 A 0.35 A 0.54 A 0.40 A 0.52 A0.34 A 0.54 A 0.33 A 0.53 A42 Poinsettia Lane and Aviara Parkway0.42A0.48A0.41 A 0.50 A 0.43 A 0.55 A0.44 A 0.54 A 0.42 A 0.52 A43 Poinsetta Lane & Paseo del Norte/Lowder Lane0.53 A 0.62 B 0.50 A 0.67 B 0.52 A 0.66 B0.57 A 0.64 B 0.55 A 0.65 B44 Poinsetta Lane & Avienda Encinas0.41 A 0.61 B 0.42 A 0.74 C 0.39 A 0.58 A0.42 A 0.61 B 0.44 A 0.62 B45 Alga Road & Melrose Drive0.44 A 0.60 A 0.48 A 0.54 A 0.50 A 0.66 B0.53 A 0.67 B 0.48 A 0.56 A46 Alga Road & El Fuerte Street0.29A0.35A0.31A0.34A ---- ---- ---- ----0.25 A 0.34 A 0.24 A 0.30 A47 Jefferson Street & Marron Road0.46 A 0.65 B 0.37 A 0.62 B 0.39 A 0.59 A0.33 A 0.58 A 0.38 A 0.63 B48 Monroe Street & Marron Road0.26 A 0.46 A 0.26 A 0.41 A 0.23 A 0.35 A0.24 A 0.37 A 0.23 A 0.35 A49 Cannon Road & Paseo Del Norte---- ---- ---- ---- 0.64 B 0.54 A 0.69 B 0.54 A0.59 A 0.50 A 0.57 A 0.50 A50 Cannon Road & LEGOLAND Drive---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----0.41 A 0.48 A51 College Boulevard & Tamarack Avenue (S)---- ---- ---- ---- 0.42 A 0.58 A 0.52 A 0.61 B0.50 A 0.56 A 0.44 A 0.51 A52 College Boulevard & Carlsbad Village Drive/Peninsula Drive ---- ---- ---- ---- ---- ---- ---- ---- 0.43 A 0.61 B0.52 A 0.57 A 0.48 A 0.48 A53 College Boulevard & Faraday Avenue0.41A0.44A0.39A0.41A ---- ---- ---- ----0.44 A 0.48 A 0.44 A 0.50 A54 I-5/Carlsbad Village Drive Southbound Ramps0.50 A 0.73 C 0.52 A 0.79 C 0.53 A 0.77 C0.49 A 0.74 C 0.46 A 0.63 B55 I-5/Carlsbad Village Drive Northbound Ramps0.54 A 0.72 C 0.55 A 0.66 B 0.52 A 0.72 C0.49 A 0.72 C 0.52 A 0.69 B56 I-5/Tamarack Avenue Southbound Ramps0.60 A 0.49 A 0.56 A 0.49 A 0.46 A 0.48 A0.53 A 0.45 A 0.46 A 0.53 A57 I-5/Tamarack Avenue Northbound Ramps0.47 A 0.56 A 0.55 A 0.61 B 0.45 A 0.59 A0.45 A 0.57 A 0.44 A 0.61 B58 I-5/Cannon Road Southbound Ramps0.55 A 0.43 A 0.50 A 0.54 A 0.51 A 0.43 A0.50 A 0.45 A 0.51 A 0.48 A59 I-5/Cannon Road Northbound Ramps0.61 B 0.69 B 0.56 A 0.54 A 0.55 A 0.57 A0.52 A 0.57 A 0.49 A 0.56 A60 I-5/Palomar Airport Road Southbound Ramps0.47 A 0.50 A 0.51 A 0.45 A 0.49 A 0.49 A0.49 A 0.50 A 0.47 A 0.51 A61 I-5/Palomar Airport Road Northbound Ramps0.64 B 0.65 B 0.64 B 0.68 B 0.72 C 0.73 C0.70 B 0.75 C 0.66 B 0.72 C62 I-5/Poinsettia Lane Southbound Ramps0.41 A 0.53 A 0.39 A 0.67 B 0.46 A 0.68 B0.49 A 0.53 A 0.46 A 0.53 A63 I-5/Poinsettia Lane Northbound Ramps0.50 A 0.51 A 0.58 A 0.56 A 0.61 B 0.54 A0.61 B 0.49 A 0.54 A 0.58 A64 I-5/La Costa Avenue Southbound Ramps0.43 A 0.53 A 0.55 A 0.48 A 0.51 A 0.52 A0.56 A 0.54 A 0.53 A 0.54 A65 I-5/La Costa Avenue Northbound Ramps0.55 A 0.57 A 0.60 A 0.48 A 0.58 A 0.59 A0.65 B 0.65 B 0.60 A 0.70 BINTERSECTION CAPACITY UTILIZATIONANALYSIS SUMMARYTable 3-1 (Continued) Intersection Summary Location Number Count Intersection/Location Count Day Count Date 1 El Camino Real & Plaza Drive Tues.7/15 2 El Camino Real & Marron Road Tues.7/15 3 El Camino Real & Hosp Way Tues.7/15 4 El Camino Real & Carlsbad Village Drive Wed.7/16 5 El Camino Real & Tamarack Avenue Wed.7/16 6 El Camino Real & Cannon Road Wed.7/16 7 El Camino Real & College Boulevard Thurs.7/17 8 El Camino Real & Faraday Avenue Thurs.7/17 9 El Camino Real & Palomar Airport Road Wed.7/9 10 El Camino Real & Town Garden Road Wed.7/9 11 El Camino Real & Camino Vida Roble Wed.7/9 12 El Camino Real & Cassia Road Thurs.7/24 13 El Camino Real & Poinsettia Lane Thurs.7/24 14 El Camino Real & Dove Lane Thurs.7/24 15 El Camino Real & Alga Road / Aviara Parkway Thurs.7/24 16 El Camino Real & Arenal Road Tues.7/22 17 El Camino Real & La Costa Avenue Tues.7/22 18 El Camino Real & Levante Street Tues.7/22 19 El Camino Real & Calle Barcelona Tues.7/22 20 Palomar Airport Road & Avenida Encinas Tues.7/8 21 Palomar Airport Road & Paseo del Norte Tues. 7/8 22 Palomar Airport Road & Armada Drive / Costco Entrance Thurs.7/17 23 Palomar Airport Road & Hidden Valley Road/The Crossings Drive Thurs.7/17 24 Palomar Airport Road & College Boulevard/Aviara Parkway Thurs.7/17 25 Palomar Airport Road & Palomar Oaks Way Tues.8/5 26 Palomar Airport Road & Camino Vida Roble Wed.7/9 27 Palomar Airport Road & Yarrow Drive Thurs.7/9 28 Palomar Airport Road & Loker Avenue West/Innovation Way Thurs.7/10 29 Palomar Airport Road & El Fuerte Street Thurs.7/10 30 Palomar Airport Road & Melrose Drive Thurs.7/10 31 Palomar Airport Road & Paseo Valindo/Eagle Drive Thurs.7/10 32 Carlsbad Boulevard & Carlsbad Village Drive Wed.7/30 33 Carlsbad Boulevard & Tamarack Avenue Tues.7/29 Table A-1 COUNT DATE SUMMARY SHEET 2008 TRAFFIC MONITORING PROGRAM Location Number Count Intersection/Location Count Day Count Date 34 Carlsbad Boulevard & Cannon Road Wed.7/30 35 Carlsbad Boulevard & Poinsettia Lane Wed. 8/6 36 Carlsbad Boulevard & Avenida Encinas Wed. 8/6 37 Rancho Santa Fe Road & San Elijo Road Wed. 7/23 38 Rancho Santa Fe Road & La Costa Avenue Wed. 7/23 39 Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro Wed 7/23 40 Carlsbad Village Drive & State Street Tues. 7/29 41 Carlsbad Village Drive & Harding Street Tues. 7/29 42 Poinsettia Lane and Aviara Parkway Tues. 8/5 43 Poinsettia Lane & Paseo del Norte/Lowder Lane Tues. 8/5 44 Poinsettia Lane & Avenida Encinas Wed. 8/6 45 Alga Road & Melrose Drive Wed. 7/23 46 Alga Road & El Fuerte Street Wed. 7/23 47 Jefferson Street & Marron Road Tues. 7/15 48 Monroe Street & Marron Road Tues. 7/15 49 Cannon Road & Paseo Del Norte Thurs. 7/31 50 Cannon Road & LEGOLAND Drive Thurs. 7/31 51 College Boulevard & Tamarack Avenue (S) Wed. 7/16 52 College Boulevard & Carlsbad Village Drive/Peninsula Drive Wed. 7/16 53 College Boulevard & Faraday Avenue Thurs. 7/31 54 I-5/Carlsbad Village Drive Southbound Ramps Tues. 7/29 55 I-5/Carlsbad Village Drive Northbound Ramps Tues. 7/29 56 I-5/Tamarack Avenue Southbound Ramps Wed. 7/30 57 I-5/Tamarack Avenue Northbound Ramps Wed. 7/30 58 I-5/Cannon Road Southbound Ramps Thurs. 7/31 59 I-5/Cannon Road Northbound Ramps Thurs. 7/31 60 I-5/Palomar Airport Road Southbound Ramps Tues. 7/8 61 I-5/Palomar Airport Road Northbound Ramps Tues. 8/5 62 I-5/Poinsettia Lane Southbound Ramps Tues. 8/5 63 I-5/Poinsettia Lane Northbound Ramps Tues. 7/22 64 I-5/La Costa Avenue Southbound Ramps Wed. 8/6 65 I-5/La Costa Avenue Northbound Ramps Wed. 8/6 Table A-1 (Continued) COUNT DATE SUMMARY SHEET 2008 TRAFFIC MONITORING PROGRAM Table A-2 INTERSECTION LEVEL OF SERVICE AM PM Location Number Count Intersection/Location ICU Ratio LOS ICU Ratio LOS 1 El Camino Real & Plaza Drive 0.34 A 0.65 B 2 El Camino Real & Marron Road 0.35 A 0.49 A 3 El Camino Real & Hosp Way 0.35 A 0.41 A 4 El Camino Real & Carlsbad Village Drive 0.44 A 0.57 A 5 El Camino Real & Tamarack Avenue 0.67 B 0.55 A 6 El Camino Real & Cannon Road 0.59 A 0.72 C 7 El Camino Real & College Boulevard 0.58 A 0.58 A 8 El Camino Real & Faraday Avenue 0.66 B 0.65 B 9 El Camino Real & Palomar Airport Road 0.55 A 0.75 C 10 El Camino Real & Town Garden Road 0.39 A 0.41 A 11 El Camino Real & Camino Vida Roble 0.42 A 0.56 A 12 El Camino Real & Cassia Road 0.59 A 0.56 A 13 El Camino Real & Poinsettia Lane 0.34 A 0.54 A 14 El Camino Real & Dove Lane 0.37 A 0.59 A 15 El Camino Real & Alga Road / Aviara Parkway 0.55 A 0.73 C 16 El Camino Real & Arenal Road 0.62 B 0.73 C 17 El Camino Real & La Costa Avenue 0.63 B 0.77 C 18 El Camino Real & Levante Street 0.39 A 0.50 A 19 El Camino Real & Calle Barcelona 0.46 A 0.62 B 20 Palomar Airport Road & Avenida Encinas 0.51 A 0.80 C 21 Palomar Airport Road & Paseo del Norte 0.59 A 0.67 B 22 Palomar Airport Road & Armada Drive / Costco Entrance 0.56 A 0.70 B 23 Palomar Airport Road & Hidden Valley Road/The Crossings Drive 0.52 A 0.65 B 24 Palomar Airport Road & College Boulevard/Aviara Parkway 0.59 A 0.72 C 25 Palomar Airport Road & Palomar Oaks Way 0.44 A 0.52 A 26 Palomar Airport Road & Camino Vida Roble 0.52 A 0.53 A 27 Palomar Airport Road & Yarrow Drive 0.50 A 0.56 A 28 Palomar Airport Road & Loker Avenue West/Innovation Way 0.75 C 0.68 B 29 Palomar Airport Road & El Fuerte Street 0.63 B 0.61 B 30 Palomar Airport Road & Melrose Drive 0.68 B 0.68 B 31 Palomar Airport Road & Paseo Valindo/Eagle Drive 0.46 A 0.52 A 32 Carlsbad Boulevard & Carlsbad Village Drive 0.29 A 0.57 A 33 Carlsbad Boulevard & Tamarack Avenue 0.41 A 0.46 A 2008 TRAFFIC MONITORING PROGRAM INTERSECTION LEVEL OF SERVICE AM PM Location Number Count Intersection/Location ICU Ratio LOS ICU Ratio LOS 34 Carlsbad Boulevard & Cannon Road 0.35 A 0.69 B 35 Carlsbad Boulevard & Poinsettia Lane 0.26 A 0.26 A 36 Carlsbad Boulevard & Avenida Encinas 0.30 A 0.32 A 37 Rancho Santa Fe Road & San Elijo Road 0.51 A 0.69 B 38 Rancho Santa Fe Road & La Costa Avenue 0.60 A 0.62 B 39 Rancho Santa Fe Road & Olivenhain Road/Camino Alvaro 0.67 B 0.75 C 40 Carlsbad Village Drive & State Street 0.25 A 0.37 A 41 Carlsbad Village Drive & Harding Street 0.33 A 0.53 A 42 Poinsettia Lane and Aviara Parkway 0.42 A 0.52 A 43 Poinsettia Lane & Paseo del Norte/Lowder Lane 0.55 A 0.65 B 44 Poinsettia Lane & Avenida Encinas 0.44 A 0.62 B 45 Alga Road & Melrose Drive 0.48 A 0.56 A 46 Alga Road & El Fuerte Street 0.24 A 0.30 A 47 Jefferson Street & Marron Road 0.38 A 0.63 B 48 Monroe Street & Marron Road 0.23 A 0.35 A 49 Cannon Road & Paseo Del Norte 0.57 A 0.50 A 50 Cannon Road & LEGOLAND Drive 0.41 A 0.48 A 51 College Boulevard & Tamarack Avenue (S)0.44 A 0.51 A 52 College Boulevard & Carlsbad Village Drive/Peninsula Drive 0.48 A 0.48 A 53 College Boulevard & Faraday Avenue 0.44 A 0.50 A 54 I-5/Carlsbad Village Drive Southbound Ramps 0.46 A 0.63 B 55 I-5/Carlsbad Village Drive Northbound Ramps 0.52 A 0.69 B 56 I-5/Tamarack Avenue Southbound Ramps 0.46 A 0.53 A 57 I-5/Tamarack Avenue Northbound Ramps 0.44 A 0.61 B 58 I-5/Cannon Road Southbound Ramps 0.51 A 0.48 A 59 I-5/Cannon Road Northbound Ramps 0.49 A 0.56 A 60 I-5/Palomar Airport Road Southbound Ramps 0.47 A 0.51 A 61 I-5/Palomar Airport Road Northbound Ramps 0.66 B 0.72 C 62 I-5/Poinsettia Lane Southbound Ramps 0.46 A 0.53 A 63 I-5/Poinsettia Lane Northbound Ramps 0.54 A 0.58 A 64 I-5/La Costa Avenue Southbound Ramps 0.53 A 0.54 A 65 I-5/La Costa Avenue Northbound Ramps 0.60 A 0.70 B 2008 TRAFFIC MONITORING PROGRAM Table A-2 (Continued) CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 1 Intersection Location: El Camino Real & Plaza Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #01E/W Street : Plaza DriveData Collected by : Andrew, RaulCount Date :Day :Traffic Control :Signalized07/15/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 00653118710031300102013020626:30 AM 00950016615540100115006028916:45 AM 20977216820441301012008035247:00 AM 201197027724030200140038041947:15 AM 1014921167183102002140111037927:30 AM 0015990216252212010140110046727:45 AM* 3020283425287504010260014057758:00 AM* 50221304314323204010080114063908:15 AM* 20162723772211005012150020047938:30 AM* 20145120581020012070120110119048008:45 AM 10168503471831107021180020044719:00 AM 101171205913228220801236021104823Max. 15 min. 5 0 221 12 3 59 14 323 2218022411032006395Pk. Hr. Vol. 12 0 730 30 5 180 36 1031 29 0 20044330026702175 87:30 AMPeakIntersection Traffic in Pk. Hr. = 2175 Peak Hr. Factor0.858:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 4 2 282 11 0 84 18 213 37 0 80 0 4 11 0 13 0 9 47 0 815 04:00 PM 12 1 303 10 0 82 20 213 44 0 70 0 4 13 0 11 0 2 60 0 845 04:15 PM 13 1 295 15 4 91 19 239 48 0 83 0 6 10 3 15 0 4 46 0 885 74:30 PM 602991207923205321780318150156081724:45 PM 813211048616203550740513390156085875:00 PM 91207438322241541750684110963079385:15 PM* 5 0 354 3 0 72 12 219 44 2 84 0 3 10 2 19 0 3 69 1 897 55:30 PM* 6 0 363 5 2 67 17 227 48 0 90 0 4 13 3 12 0 3 64 0 919 55:45 PM* 5 0 335 5 0 55 22 206 50 0 72 0 3 15 1 13 0 5 48 0 834 16:00 PM* 633381236324192491750361170652084656:15 PM 62279122532219149083049170552077436:30 PM 9 0 256 8 2 59 22 224 51 0 77 0 7 10 2 18 0 1 52 0 794 4Max. 15 min. 13 3 363 15 4 91 24 241 55 2 90 0 7 18 4 19 0 9 69 1 919 8Pk. Hr. Vol. 22 3 1390 25 5 257 75 844 191 3 321 0 13 44 7 61 0 17 233 1 3496 165:00 PMPeakIntersection Traffic in Pk. Hr. = 3496 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 16Tuesday El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 230230201011 Capacity 3600 6000 0 3600 6000 0 3800 0 1800 0 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 12 730 30 216 1031 29 20 4 4 30 2 67 Adjusted Hourly Volume 12 760 0 216 1060 0 24 0 4 0 32 67 Utilization Factor 0.00 0.13 0.00 0.06 0.18 0.00 0.01 0.00 0.00 0.00 0.02 0.04 Critical Factors 0.13 0.06 0.01 0.04 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day : Tuesday 2129 Total Name : Andrew, Raul 1276 853 Subtotals 36 Sub -29 1031 216 Sub - Totals totals totals Totals W E e43 a s71 0 20 67 s t284 299t 4300313 A North A p 214 p p p r r 12 730 30 Plaza Drive 0 Subtotals 1065 772 Total 1837 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 8:30 AM 7:30 AM El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 23023020101 1 Capacity 3600 6000 0 3600 6000 0 3800 0 1800 0 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 25 1390 25 332 844 191 321 13 44 61 17 233 Adjusted Hourly Volume 25 1415 0 332 1035 0 334 0 44 0 78 233 Utilization Factor 0.01 0.24 0.00 0.09 0.17 0.00 0.09 0.00 0.02 0.00 0.04 0.13 Critical Factors 0.24 0.09 0.09 0.13 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of :El Camino Real and Plaza Drive Time : to North Approach El Camino Real Date : Day : Tuesday 3386 Total Name : Andrew, Raul 1367 2019 Subtotals 75 Sub -191 844 332 Sub - Totals totals totals Totals W E e 230 a s 608 0 321 233 s t 378 13 17 311 t 44 61 0 606 A North A p 295 p p p r r 25 1390 25 Plaza Drive 3 Subtotals 952 1440 Total 2392 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 2 Intersection Location: El Camino Real & Marron Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #02E/W Street : Marron RoadData Collected by : Nicole, Richard/KenCount Date :Day :Traffic Control :Signalized07/15/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 6050605193314013160311119236:30 AM 20653062146511032280530227856:45 AM 2081311301839010533160522534397:00 AM 40877011120915040330200829040107:15 AM 3010320173153141602621401622236157:30 AM* 301387115021818240342160729446297:45 AM* 5 1 143 6 0 19 2 245 19 0 9 0 16 14 1 21 0 11 35 1 546 28:00 AM* 8016860254280160100582300938260748:15 AM* 4 1 151 10 1 18 2 183 15 0 11 0 8 14 0 24 0 11 15 0 467 18:30 AM 13 0 126 21 0 32 1 150 24 2 9 0 11 6 0 22 0 21 21 3 457 58:45 AM 6 0 149 6 0 20 1 158 12 0 11 0 10 8 0 18 0 8 28 0 435 09:00 AM 8 0 137 15 0 28 0 146 26 0 14 0 10 5 1 17 0 15 17 1 438 2Max. 15 min. 13 1 168 21 1 32 4 280 26 2 14 0 16 14 3 30 0 21 38 5 607 9Pk. Hr. Vol. 20 2 600 29 2 77 8 926 68 2 34 0 32 40 5 91 0 38 117 7 2082 167:15 AMPeakIntersection Traffic in Pk. Hr. = 2082 Peak Hr. Factor0.868:15 AMHourIntersection Pdstrns in Pk. Hr. = 163:45 PM 32 1 202 24 1 55 5 142 28 0 44 0 33 18 2 28 0 19 46 2 677 54:00 PM 40 1 225 21 1 32 3 161 30 0 47 0 29 22 1 34 0 31 41 3 717 54:15 PM 31 2 219 20 0 45 6 157 40 0 49 0 26 22 1 42 0 15 28 0 702 14:30 PM 30 1 219 20 1 38 1 153 38 2 42 0 43 29 2 36 0 32 29 2 711 74:45 PM 36 1 254 22 0 40 4 141 36 2 45 0 35 27 2 39 0 31 36 3 747 75:00 PM 39 0 176 23 2 48 1 174 29 1 43 0 45 20 5 35 0 29 29 3 691 115:15 PM* 42 0 221 7 0 48 3 154 39 0 41 0 33 32 2 43 0 37 46 4 746 65:30 PM* 29 1 288 18 0 54 1 172 36 0 37 0 41 23 0 35 0 26 42 3 803 35:45 PM* 50 0 236 33 0 50 2 145 31 1 33 0 35 21 2 31 0 34 26 2 727 56:00 PM* 49 1 265 21 1 42 2 124 43 1 35 0 28 29 0 34 0 20 30 2 723 46:15 PM 32 1 201 27 0 46 3 125 25 1 39 0 25 13 0 40 0 37 41 0 655 16:30 PM 38 0 183 24 0 55 1 135 44 0 56 0 50 35 0 43 0 16 37 1 717 1Max. 15 min. 50 2 288 33 2 55 6 174 44 2 56 0 50 35 5 43 0 37 46 4 803 11Pk. Hr. Vol. 170 2 1010 79 1 194 8 595 149 2 146 0 137 105 4 143 0 117 144 11 2999 185:00 PMPeakIntersection Traffic in Pk. Hr. = 2999 Peak Hr. Factor0.936:00 PMHourIntersection Pdstrns in Pk. Hr. = 18Tuesday El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1111 urations 3 1111 4111111 511 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 22 600 29 85 926 68 34 32 40 91 38 117 Adjusted Hourly Volume 22 629 0 85 994 0 34 72 0 91 155 0 Utilization Factor 0.01 0.10 0.00 0.02 0.17 0.00 0.02 0.02 0.00 0.05 0.04 0.00 Critical Factors 0.01 0.17 0.02 0.05 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 1838 Total Name : Nicole, Richard/Ken 1079 759 Subtotals 8 Sub -68 926 85 Sub - Totals totals totals Totals W E e 126 a s 232 0 34 117 s t 106 32 38 246 t 40 91 0 384 A North A p 138 p p p r r 22 600 29 Marron Road 2 Subtotals 1059 651 Total 1710 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 8:15 AM 7:15 AM El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 11 11 5 11 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 172 1010 79 202 595 149 146 137 105 143 117 144 Adjusted Hourly Volume 172 1089 0 202 744 0 146 242 0 143 261 0 Utilization Factor 0.05 0.18 0.00 0.06 0.12 0.00 0.08 0.06 0.00 0.08 0.07 0.00 Critical Factors 0.18 0.06 0.08 0.07 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :El Camino Real and Marron Road Time : to North Approach El Camino Real Date : Day : Tuesday 2254 Total Name : Nicole, Richard/Ken 946 1308 Subtotals 8 Sub -149 595 202 Sub - Totals totals totals Totals W E e 436 a s 824 0 146 144 s t 388 137 117 404 t 105 143 0 814 A North A p 410 p p p r r 172 1010 79 Marron Road 2 Subtotals 845 1261 Total 2106 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 3 Intersection Location: El Camino Real & Hosp Way Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #03E/W Street : Hosp WayData Collected by : Billy, ChrisCount Date : Day :Traffic Control :Signalized07/15/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 105030119050800200000116116:30 AM 10610020150401400610000023816:45 AM 00680010188401701912000129027:00 AM 008110202418118011104000036717:15 AM 00926020161601901915002130327:30 AM* 001193150236508001207002039717:45 AM* 30142606027542270118110004049638:00 AM* 3015580803032018011604003052108:15 AM* 501501222022712112021028027044958:30 AM 32145181301707118021316013039138:45 AM 20133100201936019011218015039219:00 AM 211471512018770140021400123824Max. 15 min. 5 2 155 18 2 8 1 303 12 2 27 0 2 18 2 1002725215Pk. Hr. Vol. 11 0 566 29 3 21 0 1041 23 3 65 0 4 56 3 29 0 2 16 0 1863 97:15 AMPeakIntersection Traffic in Pk. Hr. = 1863 Peak Hr. Factor0.898:15 AMHourIntersection Pdstrns in Pk. Hr. = 93:45 PM 402541103116923119022111063050824:00 PM 1132781801012005010025017027156914:15 PM 1013081347221128013027017055062944:30 PM 12724415372206220140152150162456894:45 PM 743341504118920016003018010061205:00 PM* 1353132825019028014025023042063225:15 PM* 118269700632072917021018064064115:30 PM* 14328136073189240180221130311060615:45 PM* 1323172208517826018029119034062616:00 PM 1323083316316426134037023034262946:15 PM 922311929314522019037119033049436:30 PM 14219891531833032403412907515166Max. 15 min. 14 8 334 70 4 10 5 211 30 3 340392290161146419Pk. Hr. Vol. 51 18 1180 156 2 26 11 764 107 1 57 0 8 17 2 73 0 16 21 0 2505 54:45 PMPeakIntersection Traffic in Pk. Hr. = 2505 Peak Hr. Factor0.985:45 PMHourIntersection Pdstrns in Pk. Hr. = 5Tuesday El Camino Real at Hosp Way Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111 urations 3 1 1 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 130130110110 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 11 566 29 21 1041 23 65 4 56 29 2 16 Adjusted Hourly Volume 11 595 0 21 1064 0 65 53 0 29 18 0 Utilization Factor 0.01 0.10 0.00 0.01 0.18 0.00 0.04 0.03 0.00 0.02 0.01 0.00 Critical Factors 0.01 0.18 0.04 0.02 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :El Camino Real and Hosp Way Time : to North Approach El Camino Real Date : Day : Tuesday 1732 Total Name : Billy, Chris 1085 647 Subtotals 0 Sub -23 1041 21 Sub - Totals totals totals Totals W E e36 a s 161 0 65 16 s t 125 4 2 47 t 56 29 0 101 A North A p 54 p p p r r 11 566 29 Hosp Way 0 Subtotals 1126 606 Total 1732 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 8:15 AM 7:15 AM El Camino Real at Hosp Way Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 130130110110 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 69 1180 156 37 764 107 57 8 17 73 16 21 Adjusted Hourly Volume 69 1336 0 37 871 0 57 25 0 73 37 0 Utilization Factor 0.04 0.22 0.00 0.02 0.15 0.00 0.03 0.01 0.00 0.04 0.02 0.00 Critical Factors 0.22 0.02 0.03 0.04 ICU Ratio = 0.41 LOS = A Turning Movements at Intersection of :El Camino Real and Hosp Way Time : to North Approach El Camino Real Date : Day : Tuesday 2177 Total Name : Billy, Chris 908 1269 Subtotals 11 Sub -107 764 37 Sub - Totals totals totals Totals W E e 174 a s 256 0 57 21 s t 82 8 16 110 t 17 73 0 300 A North A p 190 p p p r r 69 1180 156 Hosp Way 18 Subtotals 872 1405 Total 2277 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 4 Intersection Location: El Camino Real & Carlsbad Village Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #04E/W Street : Carlsbad Village DriveData Collected by : Raul, StephenCount Date :Day :Traffic Control :Signalized07/16/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0219201788709021260117016226:30 AM 403830111057080330303017022306:45 AM 305923741537090550603218031037:00 AM 50544092220140170121001404929043907:15 AM 3 0 54 2 0 10 7 149 15 0 14 0 15 12 0 15 0 69 32 0 397 07:30 AM* 307550972142002507901606527148217:45 AM* 4 0 93 10 1 8 5 252 22 4 15 0 20 23 1 26 0 82 30 4 590 108:00 AM* 23 0 146 9 0 14 13 281 20 5 23 0 22 15 0 25 0 97 29 0 717 58:15 AM* 7 1 104 6 0 22 11 194 22 0 26 0 19 15 0 17 0 48 39 0 531 08:30 AM 4 0 75 0 0 25 5 185 21 0 16 0 23 20 0 20 0 42 39 0 475 08:45 AM 9 1 97 1 0 10 9 154 24 1 21 0 28 17 0 10 0 51 25 1 457 29:00 AM 19 0 100 9 0 23 12 155 24 0 35 0 36 15 0 16 0 96 49 1 589 1Max. 15 min. 23 2 146 10 3 25 13 281 24 5 35 0 36 23 2 26 0 97 49 4 717 10Pk. Hr. Vol. 37 1 418 30 1 53 36 941 84 9 89 0 68 62 1 84 0 292 125 5 2320 167:15 AMPeakIntersection Traffic in Pk. Hr. = 2320 Peak Hr. Factor0.818:15 AMHourIntersection Pdstrns in Pk. Hr. = 163:45 PM 8 0 219 13 0 35 8 111 24 0 39 0 54 12 0 10 1 44 27 0 605 04:00 PM 13 0 228 8 0 37 9 128 36 0 20 0 51 15 0 13 0 48 24 0 630 04:15 PM 19 0 237 9 3 30 7 128 30 0 24 0 47 23 1 2 0 36 26 1 618 54:30 PM 21 0 239 4 0 41 7 123 26 0 29 0 63 15 0 12 0 37 28 0 645 04:45 PM* 21 1 251 10 0 37 13 127 36 2 41 0 67 10 0 7 0 45 31 0 697 25:00 PM* 30 0 289 13 0 44 9 159 50 1 37 0 59 11 0 15 0 61 23 0 800 15:15 PM* 31 0 305 13 2 37 8 120 34 0 33 0 98 11 0 7 0 49 33 0 779 25:30 PM* 32 0 295 18 1 45 8 127 34 1 41 0 107 19 0 8 0 53 28 0 815 25:45 PM 29 0 214 13 0 35 6 128 28 0 26 0 72 10 0 11 0 40 29 0 641 06:00 PM 20 0 182 9 0 32 3 114 46 2 46 0 77 18 0 4 0 45 38 0 634 26:15 PM 1811671633311223003607780404233258856:30 PM 7 0 160 11 0 41 3 98 45 1 27 0 60 11 0 9 0 51 27 0 550 1Max. 15 min. 32 1 305 18 3 45 13 159 50 2 46 0 107 23 1 15 1 61 38 2 815 5Pk. Hr. Vol. 114 1 1140 54 3 163 38 533 154 4 152 0 331 51 0 37 0 208 115 0 3091 74:30 PMPeakIntersection Traffic in Pk. Hr. = 3091 Peak Hr. Factor0.955:30 PMHourIntersection Pdstrns in Pk. Hr. = 7Wednesday El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1 1 1 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 130130120120 Capacity 1800 6000 0 1800 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 38 418 30 89 941 84 89 68 62 84 292 125 Adjusted Hourly Volume 38 448 0 89 1025 0 89 130 0 84 417 0 Utilization Factor 0.02 0.07 0.00 0.05 0.17 0.00 0.05 0.03 0.00 0.05 0.10 0.00 Critical Factors 0.02 0.17 0.05 0.10 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Wednesday 1782 Total Name : Raul, Stephen 1114 668 Subtotals 36 Sub -84 941 89 Sub - Totals totals totals Totals W E e 413 a s 632 0 89 125 s t 219 68 292 501 t 62 84 0 652 A North A p 151 p p p r r 38 418 30 Carlsbad Village Drive 1 Subtotals 1088 486 Total 1574 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/08 8:15 AM 7:15 AM El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 130130120120 Capacity 1800 6000 0 1800 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 115 1140 54 201 533 154 152 331 51 37 208 115 Adjusted Hourly Volume 115 1194 0 201 687 0 152 382 0 37 323 0 Utilization Factor 0.06 0.20 0.00 0.11 0.11 0.00 0.08 0.10 0.00 0.02 0.08 0.00 Critical Factors 0.20 0.11 0.08 0.08 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :El Camino Real and Carlsbad Village Drive Time : to North Approach El Camino Real Date : Day : Wednesday 2333 Total Name : Raul, Stephen 888 1445 Subtotals 38 Sub -154 533 201 Sub - Totals totals totals Totals W E e 476 a s 1010 0 152 115 s t 534 331 208 360 t 51 37 0 908 A North A p 548 p p p r r 115 1140 54 Carlsbad Village Drive 1 Subtotals 622 1309 Total 1931 Note : Left-turn volumes include U-turns. U-turns in bold. South Approach 07/16/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 5 Intersection Location: El Camino Real & Tamarack Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of : N/S Street : El Camino RealFile : 2008 Int #05E/W Street : Tamarack AvenueData Collected by : Nicole, AndrewCount Date :Day :Traffic Control : Signalized07/16/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 4 0 25520011110303110160172019826:30 AM 4 0 20100011130509140270242022006:45 AM 3 0 311210175527011180480222232467:00 AM 7 0 39802025160302230450243041307:15 AM 6 0 54 15 0 1 0 175407011190580173037007:30 AM 13 0 64 16 1 1 1 20551906280490381043627:45 AM * 12 0 93 17 0 2 0 338207015380760244062808:00 AM * 9 0 84 14 2 3 1 310 6 0 11 0 31 55 0 113 0 59 3 0 699 28:15 AM * 10 0 8570102375011016430540416051608:30 AM * 10 0 72 15 0 8 1 222 10 0 4 0 21 35 0 61 0 36 6 0 501 08:45 AM 8 0 82 15 0 5 0 158109020380570332042809:00 AM 15 0 99 17 0 4 1 169 12 0 11 0 31 27 0 48 0 27 5 0 466 0Max. 15 min. 15 0 99 17 2 8 1 338 12 2 11 0 31 55 0 113 0 59 6 2 699 6Pk. Hr. Vol. 41 0 334 53 2 14 2 1107 23 0 33 0 83 171 0 304 0 160 19 0 2344 27:30 AM PeakIntersection Traffic in Pk. Hr. = 2344 Peak Hr. Factor0.848:30 AM Hour Intersection Pdstrns in Pk. Hr. = 23:45 PM 22 0 225 37 0 7 0 113 9 0 16 0 21 11 0 26 0 18 4 1 509 14:00 PM 23 0 201 38 0 6 0 127 11 0 17 0 24 14 0 30 0 27 3 0 521 04:15 PM 23 0 249 51 2 12 0 108 18 0 14 0 29 12 0 19 0 29 6 1 570 34:30 PM 27 0 260 41 0 2 2 119 13 0 13 0 37 12 0 45 0 25 3 0 599 04:45 PM * 32 0 271 49 0 7 0 131 15 0 7 0 40 13 0 13 0 22 5 1 605 15:00 PM * 29 0 298 48 2 6 0 139 12 0 13 0 20 13 0 38 0 29 4 0 649 25:15 PM * 34 0 343 58 1 8 0 105 15 0 17 0 26 13 0 22 0 21 3 2 665 35:30 PM * 46 0 321 54 2 6 0 107709044100240306166435:45 PM 34 0 252 35 0 4 0 120 15 0 8 0 46 16 0 25 0 30 3 1 588 16:00 PM 38 0 210 46 0 1 0 102 15 0 8 0 44 11 0 26 0 25 5 0 531 06:15 PM 34 0 185 46 0 12 0 88 20 0 10 0 29 19 0 28 0 22 4 1 497 16:30 PM 16 0 175 48 0 4 1 96 17 0 7 0 30 12 0 17 0 22 2 0 447 0Max. 15 min. 46 0 343 58 2 12 2 139 20 0 17 0 46 19 0 45 0 30 6 2 665 3Pk. Hr. Vol. 141 0 1233 209 5 27 0 482 49 0 46 0 130 49 0 97 0 102 18 4 2583 94:30 PM PeakIntersection Traffic in Pk. Hr. = 2583 Peak Hr. Factor0.975:30 PM Hour Intersection Pdstrns in Pk. Hr. = 9Wednesday El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 41 1 5 6 Outside 7 Free-flow Lane Settings 121121111120 Capacity 1800 4000 1800 1800 4000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 41 334 53 16 1107 23 33 83 171 304 160 19 Adjusted Hourly Volume 41 334 53 16 1107 23 33 83 171 304 179 0 Utilization Factor 0.02 0.08 0.03 0.01 0.28 0.01 0.02 0.04 0.10 0.17 0.04 0.00 Critical Factors 0.02 0.28 0.10 0.17 ICU Ratio = 0.67 LOS = B Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 1534 Total Name : Nicole, Andrew 1146 388 Subtotals 2 Sub -23 1107 16 Sub - Totals totals totals Totals W E e 224 a s 511 0 33 19 s t 287 83 160 483 t 171 304 0 633 A North A p 150 p p p r r 41 334 53 Tamarack Avenue 0 Subtotals 1582 428 Total 2010 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/08 8:30 AM 7:30 AM El Camino Real at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 5 6 Outside 7 Free-flow Lane Settings 121121111120 Capacity 1800 4000 1800 1800 4000 1800 1800 2000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 141 1233 209 27 482 49 46 130 49 97 102 18 Adjusted Hourly Volume 141 1233 209 27 482 49 46 130 49 97 120 0 Utilization Factor 0.08 0.31 0.12 0.02 0.12 0.03 0.03 0.07 0.03 0.05 0.03 0.00 Critical Factors 0.31 0.02 0.07 0.05 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :El Camino Real and Tamarack Avenue Time : to North Approach El Camino Real Date : Day : Wednesday 1855 Total Name : Nicole, Andrew 558 1297 Subtotals 0 Sub -49 482 27 Sub - Totals totals totals Totals W E e 292 a s 517 0 46 18 s t 225 130 102 217 t 49 97 0 583 A North A p 366 p p p r r 141 1233 209 Tamarack Avenue 0 Subtotals 628 1583 Total 2211 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 6 Intersection Location: El Camino Real & Cannon Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #06E/W Street : Cannon RoadData Collected by : Billy, ChrisCount Date : Day :Traffic Control :Signalized07/16/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 3116110101029020510931662031306:30 AM 502614001118280107201080702038206:45 AM 6 1 36 20 0 2 0 196 46 2 2 0 12 3 0 128 0 98 1 0 551 27:00 AM 9 2 48 25 0 1 0 265 48 0 4 0 15 3 0 192 0 115 2 0 729 07:15 AM 8 0 62 28 0 1 0 212 51 0 11 0 17 7 0 152 0 76 0 0 625 07:30 AM 7 0 79 17 0 1 1 267 63 1 4 0 10 6 0 159 0 85 1 1 700 27:45 AM* 16 0 112 40 0 2 2 327 85 0 9 0 18 17 0 196 0 84 7 0 915 08:00 AM* 17 0 88 49 0 4 0 479 71 0 5 0 19 17 0 186 0 106 2 0 1043 08:15 AM* 15 0 86 41 0 0 0 295 57 0 8 0 18 11 1 158 0 82 4 0 775 18:30 AM* 19 0 74 36 0 9 1 279 45 2 17 1 12 11 0 138 0 73 1 0 716 28:45 AM 20 0 56 42 0 1 0 214 44 0 20 0 28 18 0 143 0 103 4 0 693 09:00 AM 8 0 124 45 0 0 0 195 28 0 15 0 26 16 0 131 1 58 5 1 652 1Max. 15 min. 20 2 124 49 0 9 2 479 85 2 20 1 28 18 1 196 1 115 7 1 1043 2Pk. Hr. Vol. 67 0 360 166 0 15 3 1380 258 2 39 1 67 56 1 678 0 345 14 0 3449 37:30 AMPeakIntersection Traffic in Pk. Hr. = 3449 Peak Hr. Factor0.838:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 8 0 220 147 0 5 1 112 22 2 36 2 75 15 0 61 0 46 3 0 753 24:00 PM 12 1 254 112 0 6 0 130 35 0 34 0 62 11 0 49 2 30 5 0 743 04:15 PM 19 0 308 173 0 2 0 118 24 1 59 0 80 19 0 45 0 18 1 0 866 14:30 PM 18 0 257 153 0 0 1 125 23 2 58 0 94 33 1 53 0 29 4 0 848 34:45 PM* 16 0 310 185 2 2 0 126 19 0 75 1 104 27 0 67 0 31 8 0 971 25:00 PM* 16 2 343 162 1 3 2 140 23 2 51 0 99 13 1 83 0 46 2 1 985 55:15 PM* 17 1 397 206 0 1 1 109 34 0 77 0 139 11 0 40 0 31 4 1 1068 15:30 PM* 15 0 372 196 0 5 0 111 28 0 54 0 91 13 0 54 0 38 0 0 977 05:45 PM 18 0 312 136 0 2 1 127 19 0 42 0 80 9 0 57 0 32 0 1 835 16:00 PM 8 0 254 133 0 4 1 128 27 0 43 0 75 14 0 43 0 32 3 0 765 06:15 PM 12 0 225 111 0 0 2 101 23 0 50 0 79 14 0 38 0 29 5 0 689 06:30 PM 5 0 178 107 0 13 0 94 28 0 39 0 67 13 0 39 0 31 3 0 617 0Max. 15 min. 19 2 397 206 2 13 2 140 35 2 77 2 139 33 1 83 2 46 8 1 1068 5Pk. Hr. Vol. 64 3 1422 749 3 11 3 486 104 2 257 1 433 64 1 244 0 146 14 2 4001 84:30 PMPeakIntersection Traffic in Pk. Hr. = 4001 Peak Hr. Factor0.945:30 PMHourIntersection Pdstrns in Pk. Hr. = 8Wednesday El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1111 411 1111 51 6 Outside 7 Free-flow Lane Settings 121131220220 Capacity 1800 4000 1800 1800 6000 1800 3600 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 67 360 166 18 1380 258 40 67 56 678 345 14 Adjusted Hourly Volume 67 360 166 18 1380 258 40 123 0 678 359 0 Utilization Factor 0.04 0.09 0.09 0.01 0.23 0.14 0.01 0.03 0.00 0.19 0.09 0.00 Critical Factors 0.04 0.23 0.03 0.19 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day : Wednesday 2072 Total Name : Billy, Chris 1656 416 Subtotals 3 Sub -258 1380 18 Sub - Totals totals totals Totals W E e 671 a s 834 1 40 14 s t 163 67 345 1037 t 56 678 0 1285 A North A p 248 p p p r r 67 360 166 Cannon Road 0 Subtotals 2114 593 Total 2707 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/08 8:30 AM 7:30 AM El Camino Real at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 11 11 5 1 6 Outside 7 Free-flow Lane Settings 121131220220 Capacity 1800 4000 1800 1800 6000 1800 3600 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 67 1422 749 14 486 104 258 433 64 244 146 14 Adjusted Hourly Volume 67 1422 749 14 486 104 258 497 0 244 160 0 Utilization Factor 0.04 0.36 0.42 0.01 0.08 0.06 0.07 0.12 0.00 0.07 0.04 0.00 Critical Factors 0.42 0.01 0.12 0.07 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :El Camino Real and Cannon Road Time : to North Approach El Camino Real Date : Day : Wednesday 2300 Total Name : Billy, Chris 604 1696 Subtotals 3 Sub -104 486 14 Sub - Totals totals totals Totals W E e 315 a s 1070 1 258 14 s t 755 433 146 404 t 64 244 0 1597 A North A p 1193 p p p r r 67 1422 749 Cannon Road 3 Subtotals 797 2238 Total 3035 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 7 Intersection Location: El Camino Real & College Boulevard Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #07E/W Street : College BoulevardData Collected by : Laurie, StephenCount Date : Day :Traffic Control :Signalized07/17/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 44242010112420600001061120316:30 AM 53320000161510701003041026806:45 AM 114571020257780800105055043407:00 AM 1246340403091340701015076055617:15 AM 91870040234840930008055044907:30 AM* 2378620203371191100020901011061817:45 AM* 18110220303661440110010701114068008:00 AM* 421314511504321881190100100112086928:15 AM* 19210940203321464140401901512066858:30 AM 26711020203101270912007059061708:45 AM 16612550702589902500107043055609:00 AM 1811487050235950290510809705680Max. 15 min. 42 13 14871704321884293521100151418695Pk. Hr. Vol. 102 23 442 9 1 12 0 1467 597 6 540531350374902835 87:15 AMPeakIntersection Traffic in Pk. Hr. = 2835 Peak Hr. Factor0.828:15 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 50317903013519010006303018060904:00 PM 1326970701692508403507059059404:15 PM 233721115113335011708701036070414:30 PM 23247801701403107906718077156224:45 PM* 31379101601453601250118020510074115:00 PM* 5135812060142430125056040915073105:15 PM* 1014941212013128018401080401010090415:30 PM* 614381311521532801290134060415182725:45 PM 3134214091148340108348080516070406:00 PM 202571201001532708618103065157116:15 PM 812301201701301809308203008053006:30 PM 10217505012420061014207021314711Max. 15 min. 10 3 494 14 1 17 2 169 43 0 184 3 148180101619042Pk. Hr. Vol. 24 4 1669 47 3 29 2 571 135 0 563 0 39 26 0 16 0 28 50 1 3203 44:30 PMPeakIntersection Traffic in Pk. Hr. = 3203 Peak Hr. Factor0.895:30 PMHourIntersection Pdstrns in Pk. Hr. = 4Thursday El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1111 4 1 11 11 51 6 Outside 7 Free-flow 1 Lane Settings 131120220220 Capacity 1800 6000 1800 1800 4000 0 3600 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 125 442 9 12 1467 597 54 5 3 35 37 49 Adjusted Hourly Volume 125 442 9 12 1467 0 54 8 0 35 86 0 Utilization Factor 0.07 0.07 0.01 0.01 0.37 0.00 0.02 0.00 0.00 0.01 0.02 0.00 Critical Factors 0.07 0.37 0.02 0.02 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Thursday 2621 Total Name : Laurie, Stephen 2076 545 Subtotals 0 Sub -597 1467 12 Sub - Totals totals totals Totals W E e 736 a s 798 0 54 49 s t 62 5 37 121 t 3350147 A North A p 26 p p p r r 125 442 9 College Boulevard 23 Subtotals 1528 576 Total 2104 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 8:15 AM 7:15 AM El Camino Real at College Boulevard Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 11 11 5 1 6 Outside 7 Free-flow 1 Lane Settings 131120220220 Capacity 1800 6000 1800 1800 4000 0 3600 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 28 1669 47 31 571 135 563 39 26 16 28 50 Adjusted Hourly Volume 28 1669 47 31 571 0 563 65 0 16 78 0 Utilization Factor 0.02 0.28 0.03 0.02 0.14 0.00 0.16 0.02 0.00 0.00 0.02 0.00 Critical Factors 0.28 0.02 0.16 0.02 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :El Camino Real and College Boulevard Time : to North Approach El Camino Real Date : Day : Thursday 3021 Total Name : Laurie, Stephen 737 2284 Subtotals 2 Sub -135 571 31 Sub - Totals totals totals Totals W E e 187 a s 815 0 563 50 s t 628 39 28 94 t 26 16 0 209 A North A p 115 p p p r r 28 1669 47 College Boulevard 4 Subtotals 617 1744 Total 2361 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 8 Intersection Location: El Camino Real & Faraday Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #08E/W Street : Faraday AvenueData Collected by : Erin, Richard / EduardoCount Date : Day :Traffic Control :Signalized07/17/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 68037122355718050159240414331476:30 AM 70143120232113904016100180535137916:45 AM 80 4 61 22 2 68 2 167 17 0 0 0 18 13 2 28 0 59 11 1 550 57:00 AM 134 2 75 37 0 106 3 195 26 1 3 0 50 19 3 20 0 99 7 2 776 67:15 AM 108 2 65 16 0 61 9 159 21 1 7 0 29 21 0 13 0 86 17 2 614 37:30 AM 104 1 94 17 0 72 9 223 35 0 1 0 27 23 0 24 0 129 19 0 778 07:45 AM* 161 6 123 25 1 69 4 249 33 1 3 0 36 33 1 12 0 125 20 1 899 48:00 AM* 188 3 146 28 0 100 9 251 46 0 9 0 56 29 0 24 0 185 31 0 1105 08:15 AM* 168 2 106 19 0 82 16 227 65 0 11 0 50 34 1 28 0 165 25 2 998 38:30 AM* 148 3 110 34 0 56 6 199 41 0 11 0 36 26 1 32 0 153 31 0 886 18:45 AM 121 5 98 24 0 51 8 180 36 0 7 0 38 30 1 29 0 114 31 0 772 19:00 AM 104 1 157 24 0 43 5 198 20 0 3 0 38 35 0 38 0 101 18 0 785 0Max. 15 min. 188 6 157 37 2 106 16 251 65 1 11 0 56 35 3 38 0 185 31 3 1105 7Pk. Hr. Vol. 665 14 485 106 1 307 35 926 185 1 34 0 178 122 3 96 0 628 107 3 3888 87:30 AMPeakIntersection Traffic in Pk. Hr. = 3888 Peak Hr. Factor0.888:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 40 5 191 21 0 35 1 123 5 0 24 0 79 104 1 41 0 61 52 0 782 14:00 PM 35 8 186 18 1 49 4 160 16 0 36 0 83 121 0 23 0 48 33 1 820 24:15 PM 89 8 190 27 0 37 2 137 6 0 39 0 114 148 1 35 0 39 40 1 911 24:30 PM 45 7 190 20 0 27 2 132 3 1 44 0 78 98 0 45 0 53 45 0 789 14:45 PM* 48 6 233 22 1 34 5 128 2 0 32 0 134 125 4 51 0 66 92 1 978 65:00 PM* 33 6 257 40 0 35 1 153 3 0 26 0 86 115 2 42 0 37 49 3 883 55:15 PM* 25 20 261 24 0 17 4 119 2 0 59 0 193 220 3 58 0 53 100 0 1155 35:30 PM* 33 11 271 14 0 33 3 145 7 0 34 0 151 124 0 41 0 50 64 2 981 25:45 PM 34 10 215 13 0 26 3 147 4 0 42 0 113 128 0 28 0 39 58 0 860 06:00 PM 26 16 198 11 0 25 2 151 3 0 16 0 83 95 1 20 0 41 31 0 718 16:15 PM 25 9 176 15 0 40 1 107 2 0 19 0 81 83 0 25 0 42 36 3 661 36:30 PM 30 12 139 14 0 18 1 111 5 0 15 0 55 74 0 21 0 35 35 1 565 1Max. 15 min. 89 20 271 40 1 49 5 160 16 1 59 0 193 220 4 58 0 66 100 3 1155 6Pk. Hr. Vol. 139 43 1022 100 1 119 13 545 14 0 151 0 564 584 9 192 0 206 305 6 3997 164:30 PMPeakIntersection Traffic in Pk. Hr. = 3997 Peak Hr. Factor0.875:30 PMHourIntersection Pdstrns in Pk. Hr. = 16Thursday El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 41 1 1 1 511 11 1 6 Outside 7 Free-flow Lane Settings 23023011.51.5121 Capacity 3600 6000 0 3600 6000 0 1800 3000 2800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 679 485 106 342 926 185 34 178 122 96 628 107 Adjusted Hourly Volume 679 591 0 342 1111 0 34 178 122 96 628 107 Utilization Factor 0.19 0.10 0.00 0.10 0.19 0.00 0.02 0.06 0.04 0.05 0.16 0.06 Critical Factors 0.19 0.19 0.02 0.16 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Thursday 2114 Total Name : Erin, Richard / Eduardo 1453 661 Subtotals 35 Sub -185 926 342 Sub - Totals totals totals Totals W E e 1478 a s 1812 0 34 107 s t 334 178 628 831 t 122 96 0 1422 A North A p 591 p p p r r 679 485 106 Faraday Avenue 14 Subtotals 1158 1270 Total 2428 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 8:30 AM 7:30 AM El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 1 5 11 11 1 6 Outside 7 Free-flow Lane Settings 23023011.51.5121 Capacity 3600 6000 0 3600 6000 0 1800 3000 2800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 182 1022 100 132 545 14 151 564 584 192 206 305 Adjusted Hourly Volume 182 1122 0 132 559 0 151 564 584 192 206 305 Utilization Factor 0.05 0.19 0.00 0.04 0.09 0.00 0.08 0.19 0.21 0.11 0.05 0.17 Critical Factors 0.19 0.04 0.21 0.11 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of :El Camino Real and Faraday Avenue Time : to North Approach El Camino Real Date : Day : Thursday 2182 Total Name : Erin, Richard / Eduardo 691 1491 Subtotals 13 Sub -14 545 132 Sub - Totals totals totals Totals W E e 359 a s 1658 0 151 305 s t 1299 564 206 703 t 584 192 0 1486 A North A p 783 p p p r r 182 1022 100 Faraday Avenue 43 Subtotals 1364 1304 Total 2668 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 9 Intersection Location: El Camino Real & Palomar Airport Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #09E/W Street : Palomar Airport RoadData Collected by : Lorenzo, Stephanie, Antonio, RaulCount Date :Day :Traffic Control :Signalized07/09/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 5 0 29 36 0 17 0 48 29 2 17 1 120 35 2 52 0 184 53 2 626 66:30 AM 5 0 45 41 0 32 0 70 37 1 15 0 88 18 0 55 0 260 87 0 753 16:45 AM 24 0 52 47 0 66 0 113 38 1 13 0 99 15 1 74 0 288 105 0 934 27:00 AM 4 0 84 62 0 66 0 107 47 0 13 1 146 16 0 83 0 303 137 0 1069 07:15 AM 14 1 68 66 0 54 1 108 48 0 11 2 134 15 0 79 0 309 118 3 1028 37:30 AM 10 0 122 76 0 54 3 116 57 0 26 0 156 14 0 73 1 323 139 0 1170 07:45 AM* 11 0 102 100 0 48 0 139 61 3 29 0 197 12 0 83 0 364 168 0 1314 38:00 AM* 22 0 128 104 0 69 1 133 76 0 29 1 221 22 1 92 0 431 201 2 1530 38:15 AM* 13 0 133 74 0 54 0 130 55 0 28 1 179 32 2 103 0 346 177 0 1325 28:30 AM* 21 0 125 68 0 56 0 148 50 0 35 0 192 26 0 110 0 345 157 0 1333 08:45 AM 21 1 136 90 0 61 1 108 52 0 19 0 144 33 0 100 0 274 119 0 1159 09:00 AM 16 0 135 80 0 64 3 159 46 1 31 0 177 23 0 95 0 273 143 0 1245 1Max. 15 min. 24 1 136 104 0 69 3 159 76 3 35 2 221 35 2 110 1 431 201 3 1530 6Pk. Hr. Vol. 67 0 488 346 0 227 1 550 242 3 121 2 789 92 3 388 0 1486 703 2 5502 87:30 AMPeakIntersection Traffic in Pk. Hr. = 5502 Peak Hr. Factor0.908:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 27 0 157 104 0 135 3 115 35 0 58 1 315 21 1 73 0 223 82 0 1349 14:00 PM 14 0 97 86 0 106 3 99 36 1 52 0 289 22 0 72 0 187 101 1 1164 24:15 PM 22 1 164 93 0 109 1 145 33 2 72 0 299 34 0 81 1 170 109 3 1334 54:30 PM 32 0 124 92 0 92 1 121 29 0 54 1 263 18 0 69 0 182 74 0 1152 04:45 PM* 17 1 171 128 0 137 2 154 29 0 60 2 342 10 0 109 0 204 115 0 1481 05:00 PM* 18 0 166 109 1 101 0 143 30 3 60 0 350 15 0 74 0 212 106 0 1384 45:15 PM* 25 0 131 148 0 164 1 160 29 2 84 0 373 15 0 87 0 273 136 2 1626 45:30 PM* 19 0 169 110 0 128 2 183 24 0 73 1 380 15 0 119 0 242 107 0 1572 05:45 PM 23 0 168 90 0 135 2 173 33 0 41 0 281 22 0 86 2 210 81 0 1347 06:00 PM 25 0 142 86 0 107 0 153 24 0 48 0 311 17 0 77 0 226 69 0 1285 06:15 PM 27 0 130 104 0 83 1 110 18 0 39 0 254 12 0 69 0 208 70 0 1125 06:30 PM 16 1 99 93 0 78 0 99 22 0 39 0 258 7 1 67 0 177 59 0 1015 1Max. 15 min. 32 1 171 148 1 164 3 183 36 3 84 2 380 34 1 119 2 273 136 3 1626 5Pk. Hr. Vol. 79 1 637 495 1 530 5 640 112 5 277 3 1445 55 0 389 0 931 464 2 6063 84:30 PMPeakIntersection Traffic in Pk. Hr. = 6063 Peak Hr. Factor0.935:30 PMHourIntersection Pdstrns in Pk. Hr. = 8Wednesday El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1111 41111 511 111 61 1 1 Outside 7 1 Free-flow Lane Settings 132231230232 Capacity 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 67 488 346 228 550 242 123 789 92 388 1486 703 Adjusted Hourly Volume 67 488 346 228 550 242 123 881 0 388 1486 703 Utilization Factor 0.04 0.08 0.10 0.06 0.09 0.13 0.03 0.15 0.00 0.11 0.25 0.20 Critical Factors 0.04 0.13 0.03 0.25 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 2333 Total Name : Lorenzo, Stephanie, Antonio, Raul 1020 1313 Subtotals 1 Sub -242 550 228 Sub - Totals totals totals Totals W E e 1797 a s 2801 2 123 703 s t 1004 789 1486 2577 t 92 388 0 3939 A North A p 1362 p p p r r 67 488 346 Palomar Airport Road 0 Subtotals 1030 901 Total 1931 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/08 8:30 AM 7:30 AM El Camino Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 11 1 6 1 1 1 Outside 7 1 Free-flow Lane Settings 132231230232 Capacity 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 80 637 495 535 640 112 280 1445 55 389 931 464 Adjusted Hourly Volume 80 637 495 535 640 112 280 1500 0 389 931 464 Utilization Factor 0.04 0.11 0.14 0.15 0.11 0.06 0.08 0.25 0.00 0.11 0.16 0.13 Critical Factors 0.14 0.15 0.25 0.11 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :El Camino Real and Palomar Airport Road Time : to North Approach El Camino Real Date : Day : Wednesday 2670 Total Name : Lorenzo, Stephanie, Antonio, Raul 1287 1383 Subtotals 5 Sub -112 640 535 Sub - Totals totals totals Totals W E e 1125 a s 2905 3 280 464 s t 1780 1445 931 1784 t 55 389 0 4254 A North A p 2470 p p p r r 80 637 495 Palomar Airport Road 1 Subtotals 1085 1212 Total 2297 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 10 Intersection Location: El Camino Real & Town Garden Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #10E/W Street : Town Garden RoadData Collected by : Richard, ErinCount Date : Day :Traffic Control :Signalized07/09/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 8070807269170200205011019206:30 AM 120711101411171701300507022027206:45 AM 14111892911391805024011031033527:00 AM 18214650421621603016012025038407:15 AM 160143901421592306026014028040407:30 AM 321188203216425012017019077047007:45 AM 2732246041179280600609094050608:00 AM* 46228850321682605008014054057608:15 AM* 3851995023209201150216119076054628:30 AM* 373201603521112190111016097153128:45 AM* 443235525317715090011310089053459:00 AM 33418120681901101203801306504820Max. 15 min. 46 5 288 11 2 14 8 211 28 1 15 0 3 16 3 1909915765Pk. Hr. Vol. 165 13 923 21 2 13 13 765 73 2 38 0 3 46 4 59 0 29 26 1 2187 97:45 AMPeakIntersection Traffic in Pk. Hr. = 2187 Peak Hr. Factor0.958:45 AMHourIntersection Pdstrns in Pk. Hr. = 93:45 PM 7223713061121016017001217017354554:00 PM 100179806102088023003017065048304:15 PM 11222619031323812228000112022056834:30 PM 12020090917213901611006023049804:45 PM* 1102671214132778045001019016366445:00 PM* 13224016051823915226000010013058825:15 PM* 14123720071726411047006121017065315:30 PM* 18225321061932416024003011010069805:45 PM 10018931061425424046005020014060406:00 PM 17022318062725219126114015044061716:15 PM 6318018012202115023001011044049806:30 PM 80156130523166101300040604504301Max. 15 min. 18 3 267 31 1 12 27 324 24 2 4711622106736985Pk. Hr. Vol. 56 5 997 69 1 22 67 1104 50 2 142 0 0 10 1 61 0 4 16 3 2603 74:30 PMPeakIntersection Traffic in Pk. Hr. = 2603 Peak Hr. Factor0.935:30 PMHourIntersection Pdstrns in Pk. Hr. = 7Wednesday El Camino Real at Town Garden Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 41 1 51 1 6 Outside 7 Free-flow Lane Settings 131131011110 Capacity 1800 6000 1800 1800 6000 1800 0 2000 1800 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 178 923 21 26 765 73 38 3 46 59 29 26 Adjusted Hourly Volume 178 923 21 26 765 73 0 41 46 59 55 0 Utilization Factor 0.10 0.15 0.01 0.01 0.13 0.04 0.00 0.02 0.03 0.03 0.03 0.00 Critical Factors 0.10 0.13 0.03 0.03 ICU Ratio = 0.39 LOS = A Turning Movements at Intersection of :El Camino Real and Town Garden Road Time : to North Approach El Camino Real Date : Day : Wednesday 1864 Total Name : Richard, Erin 864 1000 Subtotals 13 Sub -73 765 26 Sub - Totals totals totals Totals W E e 267 a s 354 0 38 26 s t 87 3 29 114 t 46 59 0 151 A North A p 37 p p p r r 178 923 21 Town Garden Road 13 Subtotals 883 1122 Total 2005 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/08 8:45 AM 7:45 AM El Camino Real at Town Garden Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 4 1 1 5 1 1 6 Outside 7 Free-flow Lane Settings 131131011110 Capacity 1800 6000 1800 1800 6000 1800 0 2000 1800 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 61 997 69 89 1104 50 142 0 10 61 4 16 Adjusted Hourly Volume 61 997 69 89 1104 50 0 142 10 61 20 0 Utilization Factor 0.03 0.17 0.04 0.05 0.18 0.03 0.00 0.07 0.01 0.03 0.01 0.00 Critical Factors 0.03 0.18 0.07 0.03 ICU Ratio = 0.41 LOS = A Turning Movements at Intersection of :El Camino Real and Town Garden Road Time : to North Approach El Camino Real Date : Day : Wednesday 2465 Total Name : Richard, Erin 1243 1222 Subtotals 67 Sub -50 1104 89 Sub - Totals totals totals Totals W E e 110 a s 262 0 142 16 s t 152 0 4 81 t 10 61 0 172 A North A p 91 p p p r r 61 997 69 Town Garden Road 5 Subtotals 1180 1127 Total 2307 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 11 Intersection Location: El Camino Real & Camino Vida Roble Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #11E/W Street : Camino Vida RobleData Collected by : Stephen, LaurieCount Date : Day :Traffic Control :Signalized07/09/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 19070001049716001010001016326:30 AM 260100000191240200400010024906:45 AM 2101340101116240200300000030117:00 AM 4201701002124431401500000139227:15 AM 4001602000133290100900000037407:30 AM 41223100011452414001203000046317:45 AM 59025301101454304011100000051718:00 AM* 94532700021284904001400010062408:15 AM* 102024830041665717002000001060818:30 AM* 99226200031715106001300000060708:45 AM* 75226410031543808001300000055809:00 AM 7932470013159380900200001015601Max. 15 min. 102 5 3273114171571901201301116242Pk. Hr. Vol. 370 9 1101 4 0 0 12 619 195 1 25 0 0 600001102397 17:45 AMPeakIntersection Traffic in Pk. Hr. = 2397 Peak Hr. Factor0.968:45 AMHourIntersection Pdstrns in Pk. Hr. = 13:45 PM 19022700052159046003700000055804:00 PM 211170000422320026106101010052904:15 PM 281193000423014060008800000061804:30 PM 300200100325310018007000001058604:45 PM* 4012110105278180610011810000073225:00 PM* 2302340002265130450012200000070405:15 PM* 2002001002319131730015400001078315:30 PM* 280235300633090480111200001077305:45 PM 200209000031510033008710010067516:00 PM 290219200627710035008100000065906:15 PM 142176000225610029008112000057216:30 PM 18114700031951401700617000004567Max. 15 min. 40 2 235310633020173111547201107837Pk. Hr. Vol. 111 1 880 4 1 0 15 1192 53 1 227 0 1 5061000202992 34:30 PMPeakIntersection Traffic in Pk. Hr. = 2992 Peak Hr. Factor0.965:30 PMHourIntersection Pdstrns in Pk. Hr. = 3Wednesday El Camino Real at Camino Vida Roble Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 111111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 2201301.25 0.5 1.25 0 1 0 Capacity 3600 4000 0 1800 6000 0 2250 1000 2250 0 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 379 1101 4 12 619 195 25 0 60 0 1 1 Adjusted Hourly Volume 379 1105 0 12 814 0 25 0 60 0 2 0 Utilization Factor 0.11 0.28 0.00 0.01 0.14 0.00 0.01 0.00 0.03 0.00 0.00 0.00 Critical Factors 0.28 0.01 0.03 0.00 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :El Camino Real and Camino Vida Roble Time : to North Approach El Camino Real Date : Day : Wednesday 1965 Total Name : Stephen, Laurie 826 1139 Subtotals 12 Sub -195 619 12 Sub - Totals totals totals Totals W E e 566 a s 651 0 25 1 s t850 12t 60 0 0 6 A North A p 4p p p r r 379 1101 4 Camino Vida Roble 9 Subtotals 688 1484 Total 2172 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/08 8:45 AM 7:45 AM El Camino Real at Camino Vida Roble Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 2201301.25 0.5 1.25 0 1 0 Capacity 3600 4000 0 1800 6000 0 2250 1000 2250 0 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 112 880 4 15 1192 53 227 1 506 0 0 2 Adjusted Hourly Volume 112 884 0 15 1245 0 227 1 506 0 2 0 Utilization Factor 0.03 0.22 0.00 0.01 0.21 0.00 0.10 0.00 0.22 0.00 0.00 0.00 Critical Factors 0.03 0.21 0.22 0.00 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :El Camino Real and Camino Vida Roble Time : to North Approach El Camino Real Date : Day : Wednesday 2384 Total Name : Stephen, Laurie 1260 1124 Subtotals 15 Sub -53 1192 15 Sub - Totals totals totals Totals W E e 164 a s 898 0 227 2 s t 734 1 0 2 t 506 0 0 7 A North A p 5p p p r r 112 880 4 Camino Vida Roble 1 Subtotals 1699 996 Total 2695 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 12 Intersection Location: El Camino Real & Cassia Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #12E/W Street : Cassia RoadData Collected by : Erin, RichardCount Date : Day :Traffic Control :Signalized07/24/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 40840100546321001010000017956:30 AM 6090001071812300700000020616:45 AM 7010600011091603500901005528957:00 AM 70163200011412037001400003335237:15 AM 80145000014119154011400002238437:30 AM 181227000011922058012000021146917:45 AM 160249001116324098022501011158218:00 AM* 141304203015522093001901023361938:15 AM* 802750010141230101022401003357938:30 AM* 190287200013918177021801012256638:45 AM* 1502714011156260820252312002260839:00 AM 20125050201422406903200201005390Max. 15 min. 20 1 3045131163263101025251202556195Pk. Hr. Vol. 56 1 1137805159189135302984150310102372 127:45 AMPeakIntersection Traffic in Pk. Hr. = 2372 Peak Hr. Factor0.968:45 AMHourIntersection Pdstrns in Pk. Hr. = 123:45 PM 332181212025032119003300000055424:00 PM 342211303023532122052100021057114:15 PM 2301503350283431290224050341360274:30 PM 301167101032431029002203001161014:45 PM 280184200135037047022202004067905:00 PM* 350215300131545031012903003068105:15 PM* 400170101043859243013802002179535:30 PM* 341201104039857154033801032179725:45 PM* 410175102032963242003304013069426:00 PM 360158201031377134024202002066916:15 PM 250156202028155129003401025059216:30 PM 37013820102295813200340200105341Max. 15 min. 41 2 215335143877254054205034537977Pk. Hr. Vol. 150 1 76160711480 224 5 170 0 5 138 0 10 0 4 10 2 2967 74:45 PMPeakIntersection Traffic in Pk. Hr. = 2967 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 7Thursday El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 121130110110 Capacity 1800 4000 1800 1800 6000 0 1800 2000 0 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 57 1137 8 6 591 89 353 29 84 5 3 10 Adjusted Hourly Volume 57 1137 8 6 680 0 353 113 0 5 13 0 Utilization Factor 0.03 0.28 0.00 0.00 0.11 0.00 0.20 0.06 0.00 0.00 0.01 0.00 Critical Factors 0.28 0.00 0.20 0.01 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Thursday 2187 Total Name : Erin, Richard 686 1501 Subtotals 1 Sub -89 591 6 Sub - Totals totals totals Totals W E e 148 a s 614 0 353 10 s t 466 29 3 18 t 84 5 0 60 A North A p 42 p p p r r 57 1137 8 Cassia Road 1 Subtotals 681 1202 Total 1883 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/08 8:45 AM 7:45 AM El Camino Real at Cassia Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 1 11 5 6 Outside 7 Free-flow Lane Settings 121130110110 Capacity 1800 4000 1800 1800 6000 0 1800 2000 0 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 151 761 6 8 1480 224 170 5 138 10 4 10 Adjusted Hourly Volume 151 761 6 8 1704 0 170 143 0 10 14 0 Utilization Factor 0.08 0.19 0.00 0.00 0.28 0.00 0.09 0.07 0.00 0.01 0.01 0.00 Critical Factors 0.08 0.28 0.09 0.01 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :El Camino Real and Cassia Road Time : to North Approach El Camino Real Date : Day : Thursday 2654 Total Name : Erin, Richard 1712 942 Subtotals 1 Sub -224 1480 8 Sub - Totals totals totals Totals W E e 378 a s 691 0 170 10 s t 313 5 4 24 t 138 10 0 42 A North A p 18 p p p r r 151 761 6 Cassia Road 1 Subtotals 1629 918 Total 2547 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 13 Intersection Location: El Camino Real & Poinsettia Lane Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #13E/W Street : Poinsettia Lane Data Collected by : Ken, LaurieCount Date : Day :Traffic Control :Signalized07/24/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1180905053031010016008117546:30 AM 12871504068121010221018021046:45 AM 0110615130108201002032006127627:00 AM 011592101301111010302350011035627:15 AM 011401601211441131101410023138437:30 AM 022033801611152320000560027046237:45 AM 15233311801811330210450124253668:00 AM* 022954101401581130100510140060718:15 AM* 052553301301603110250440121054318:30 AM* 032652911201450230012560138155368:45 AM* 122503811001890120220370139057329:00 AM 25228290100162105400042013805270Max. 15 min. 2 5 295 41 1 16 1 189335435256014026076Pk. Hr. Vol. 1 12 1065 141 2 49 0 65245905821880413812276 107:45 AMPeakIntersection Traffic in Pk. Hr. = 2276 Peak Hr. Factor0.948:45 AMHourIntersection Pdstrns in Pk. Hr. = 103:45 PM 452005301612328520124450111058194:00 PM 33230530251244132001033017160444:15 PM 112176302002993030130391116066804:30 PM 032084702513278320010300016066834:45 PM* 15237630311333510003046077073915:00 PM* 222265504123302210210430015072225:15 PM* 111824315014147140121530317177945:30 PM* 2522577049043410020130460222087805:45 PM 251956504102939060150451018168616:00 PM 021796204203443230040280013068026:15 PM 211636904002623240310350110159436:30 PM 03157560450264514000034002015882Max. 15 min. 4 5 237 77 1 50 2 434 1056035453172218789Pk. Hr. Vol. 6 13 870 238 1 171 4 1511 244704911880126113118 74:30 PMPeakIntersection Traffic in Pk. Hr. = 3118 Peak Hr. Factor0.895:30 PMHourIntersection Pdstrns in Pk. Hr. = 7Thursday El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 41 1 11 11 51 1 61 Outside 7 Free-flow Lane Settings 2 3 1221220220 Capacity 3600 6000 1800 3600 4000 1800 3600 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 13 1065 141 49 652 49581884138 Adjusted Hourly Volume 13 1065 141 49 652 4 9 13 0 188 142 0 Utilization Factor 0.00 0.18 0.08 0.01 0.16 0.00 0.00 0.00 0.00 0.05 0.04 0.00 Critical Factors 0.18 0.01 0.00 0.05 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Thursday 1917 Total Name : Ken, Laurie 705 1212 Subtotals 0 Sub -4 652 49 Sub - Totals totals totals Totals W E e9 a s31 0 9 138 s t 22 5 4 330 t 8 188 0 525 A North A p 195 p p p r r 13 1065 141 Poinsettia Lane 12 Subtotals 860 1219 Total 2079 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/08 8:45 AM 7:45 AM El Camino Real at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 11 11 5 1 1 6 1 Outside 7 Free-flow Lane Settings 231221220220 Capacity 3600 6000 1800 3600 4000 1800 3600 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 19 870 238 175 1511 24 7 4 9 188 12 61 Adjusted Hourly Volume 19 870 238 175 1511 24 7 13 0 188 73 0 Utilization Factor 0.01 0.15 0.13 0.05 0.38 0.01 0.00 0.00 0.00 0.05 0.02 0.00 Critical Factors 0.01 0.38 0.00 0.05 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :El Camino Real and Poinsettia Lane Time : to North Approach El Camino Real Date : Day : Thursday 2652 Total Name : Ken, Laurie 1710 942 Subtotals 4 Sub - 24 1511 175 Sub - Totals totals totals Totals W E e42 a s62 0 761s t 20 4 12 261 t 9 188 0 674 A North A p 413 p p p r r 19 870 238 Poinsettia Lane 13 Subtotals 1721 1127 Total 2848 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 14 Intersection Location: El Camino Real & Dove Lane Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #14E/W Street : Dove LaneData Collected by : Raul, RenaldCount Date : Day :Traffic Control :Signalized07/24/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 108502407111200126005017656:30 AM 108930008934401006007020346:45 AM 3011222501329050001100115029437:00 AM 401550160135150502308034134027:15 AM 20143506015917030442130213037127:30 AM 422264112014127011025180213045727:45 AM 222424060214191150150120216054018:00 AM* 9130760121192150150410140322060208:15 AM* 51238305118914011023016028049808:30 AM* 712443170183210160080220617053518:45 AM* 1812434091200180210081140215055419:00 AM 21 1 224 5 0 15 1 160 33 0 12 0 6 12 1 17 0 6 14 1 527 2Max. 15 min. 21 2 307 6 2 15 1 214 33 4 21 0 6 12 2 22 0 6 22 1 602 5Pk. Hr. Vol. 39 4 1032 16 1 33 3 764 68 0 63 0 6 20 1 66 0 13 62 0 2189 27:45 AMPeakIntersection Traffic in Pk. Hr. = 2189 Peak Hr. Factor0.918:45 AMHourIntersection Pdstrns in Pk. Hr. = 23:45 PM 23 3 218 12 0 18 0 229 53 0 46 0 8 19 3 19 0 7 13 2 668 54:00 PM 20 9 226 10 0 18 2 246 36 0 36 0 11 37 0 23 0 2 17 0 693 04:15 PM 20622050211294382430820116089070934:30 PM 23 1 221 7 0 14 0 280 56 0 37 0 6 26 2 21 0 8 16 0 716 24:45 PM* 25 6 218 11 0 17 1 302 62 0 67 0 14 23 4 25 0 11 17 2 799 65:00 PM* 23 7 197 15 0 23 3 318 52 0 46 0 13 27 1 23 0 11 12 0 770 15:15 PM* 25 6 170 8 1 27 4 324 63 3 42 0 10 34 7 22 0 5 11 0 751 115:30 PM* 19 3 231 8 1 24 4 440 64 0 47 0 9 37 2 34 0 10 22 0 952 35:45 PM 22 5 198 11 0 13 2 308 60 0 50 0 8 35 2 22 0 13 22 0 769 26:00 PM 195191110204334280400622117068071116:15 PM 18 9 179 7 0 22 3 209 43 1 38 0 5 18 0 20 0 3 16 0 590 16:30 PM 16 5 157 13 2 22 5 249 33 1 44 0 3 25 3 15 0 7 15 1 609 7Max. 15 min. 25 9 231 15 2 27 5 440 64 3 67 0 14 37 7 34 0 13 22 2 952 11Pk. Hr. Vol. 92 22 816 42 2 91 12 1384 241 3 202 0 46 121 14 104 0 37 62 2 3272 214:30 PMPeakIntersection Traffic in Pk. Hr. = 3272 Peak Hr. Factor0.865:30 PMHourIntersection Pdstrns in Pk. Hr. = 21Thursday El Camino Real at Dove Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 1 3 0130110110 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 43 1032 16 36 764 68 63 6 20 66 13 62 Adjusted Hourly Volume 43 1048 0 36 832 0 63 26 0 66 75 0 Utilization Factor 0.02 0.17 0.00 0.02 0.14 0.00 0.04 0.01 0.00 0.04 0.04 0.00 Critical Factors 0.17 0.02 0.04 0.04 ICU Ratio = 0.37 LOS = A Turning Movements at Intersection of :El Camino Real and Dove Lane Time : to North Approach El Camino Real Date : Day : Thursday 2028 Total Name : Raul, Renald 868 1160 Subtotals 3 Sub -68 764 36 Sub - Totals totals totals Totals W E e 120 a s 209 0 63 62 s t 89 6 13 141 t 20 66 0 196 A North A p 55 p p p r r 43 1032 16 Dove Lane 4 Subtotals 854 1091 Total 1945 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/08 8:45 AM 7:45 AM El Camino Real at Dove Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 130130110110 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 114 816 42 103 1384 241 202 46 121 104 37 62 Adjusted Hourly Volume 114 858 0 103 1625 0 202 167 0 104 99 0 Utilization Factor 0.06 0.14 0.00 0.06 0.27 0.00 0.11 0.08 0.00 0.06 0.05 0.00 Critical Factors 0.06 0.27 0.11 0.05 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :El Camino Real and Dove Lane Time : to North Approach El Camino Real Date : Day : Thursday 2820 Total Name : Raul, Renald 1728 1092 Subtotals 12 Sub -241 1384 103 Sub - Totals totals totals Totals W E e 370 a s 739 0 202 62 s t 369 46 37 203 t 121 104 0 382 A North A p 179 p p p r r 114 816 42 Dove Lane 22 Subtotals 1631 972 Total 2603 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 15 Intersection Location: El Camino Real & Alga Road / Aviara Parkway Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #15E/W Street : Alga Road/Aviara ParkwayData Collected by : Robert, Chris W.Count Date : Day :Traffic Control :Signalized07/24/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1007280206710130860830342030516:30 AM 9084102008881309230861322135546:45 AM 8 0 111 20 1 2 0 127 10 0 7 0 12 22 0 98 0 58 3 2 478 37:00 AM 19 0 118 31 2 7 0 122 10 0 9 0 13 17 0 132 1 49 8 2 536 47:15 AM 32 0 126 29 3 13 0 139 8 1 10 0 11 20 0 121 0 54 2 0 565 47:30 AM 33 0 182 28 3 10 0 129 13 0 18 0 11 25 0 156 1 82 4 2 692 57:45 AM 28 0 206 26 1 8 0 200 11 0 14 0 14 28 0 171 2 65 16 0 789 18:00 AM* 37 0 278 43 2 12 0 177 26 0 19 0 26 42 0 137 1 87 13 3 898 58:15 AM* 39 0 201 38 3 10 0 175 14 0 9 1 18 39 0 131 1 56 8 2 740 58:30 AM* 43 0 210 47 3 12 1 186 15 0 21 4 36 49 1 163 0 86 25 1 898 58:45 AM* 52 0 203 59 4 23 0 156 19 0 17 0 26 50 0 176 0 70 17 3 868 79:00 AM 51 0 225 62 3 18 0 137 26 0 15 1 23 60 0 133 2 63 25 0 841 3Max. 15 min. 52 0 278 62 4 23 1 200 26 1 21 4 36 60 1 176 2 87 25 3 898 7Pk. Hr. Vol. 171 0 892 187 12 57 1 694 74 0 66 5 106 180 1 607 2 299 63 9 3404 227:45 AMPeakIntersection Traffic in Pk. Hr. = 3404 Peak Hr. Factor0.958:45 AMHourIntersection Pdstrns in Pk. Hr. = 223:45 PM 93 0 248 87 0 22 1 187 25 1 32 0 74 94 0 102 1 56 1 2 1023 34:00 PM 107 0 213 127 1 28 0 242 35 0 27 0 48 73 0 66 2 62 14 1 1044 24:15 PM 94 0 206 128 0 31 0 235 28 0 22 0 60 91 1 66 1 54 15 2 1031 34:30 PM 109 0 192 106 0 31 2 269 20 0 19 0 82 114 1 89 1 68 21 7 1123 84:45 PM 108 0 212 148 0 30 0 232 26 0 32 0 69 77 0 89 3 58 28 1 1112 15:00 PM* 85 0 197 155 0 39 0 307 36 0 32 0 103 103 0 74 1 74 23 2 1229 25:15 PM* 111 0 196 176 0 45 2 275 31 1 23 0 95 81 0 88 3 68 21 0 1215 15:30 PM* 86 0 142 147 1 70 0 311 36 0 23 1 97 101 0 69 3 63 4 2 1153 35:45 PM* 100 0 194 152 3 40 0 331 20 0 14 1 108 98 1 69 7 63 12 1 1209 56:00 PM 94 0 145 146 1 56 2 264 25 1 17 0 106 92 0 57 2 65 13 2 1084 46:15 PM 67 0 158 167 0 35 1 176 17 0 24 0 94 80 0 89 4 61 20 0 993 06:30 PM 61 0 128 114 3 45 2 203 30 1 19 0 101 64 1 75 1 51 16 0 910 5Max. 15 min. 111 0 248 176 3 70 2 331 36 1 32 1 108 114 1 102 7 74 28 7 1229 8Pk. Hr. Vol. 382 0 729 630 4 194 2 1224 123 1 92 2 403 383 1 300 14 268 60 5 4806 114:45 PMPeakIntersection Traffic in Pk. Hr. = 4806 Peak Hr. Factor0.985:45 PMHourIntersection Pdstrns in Pk. Hr. = 11Thursday El Camino Real at Alga Road/Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 411111 51 11 1 61 Outside 7 Free-flow Lane Settings 2 3 1230221220 Capacity 3600 6000 1800 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 171 892 187 58 694 74 71 106 180 609 299 63 Adjusted Hourly Volume 171 892 187 58 768 0 71 106 180 609 362 0 Utilization Factor 0.05 0.15 0.10 0.02 0.13 0.00 0.02 0.03 0.10 0.17 0.09 0.00 Critical Factors 0.05 0.13 0.10 0.17 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :El Camino Real and Alga Road/Aviara Parkway Time : to North Approach El Camino Real Date : Day : Thursday 1848 Total Name : Robert, Chris W.826 1022 Subtotals 1 Sub -74 694 58 Sub - Totals totals totals Totals W E e 549 a s 906 5 71 63 s t 357 106 299 971 t 180 609 2 1323 A North A p 352 p p p r r 171 892 187 Alga Road/Aviara Parkway 0 Subtotals 1481 1250 Total 2731 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/08 8:45 AM 7:45 AM El Camino Real at Alga Road/Aviara Parkway Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 11 5 1 11 1 6 1 Outside 7 Free-flow Lane Settings 231230221220 Capacity 3600 6000 1800 3600 6000 0 3600 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 382 729 630 196 1224 123 94 403 383 314 268 60 Adjusted Hourly Volume 382 729 316 196 1347 0 94 403 383 314 328 0 Utilization Factor 0.11 0.12 0.18 0.05 0.22 0.00 0.03 0.10 0.21 0.09 0.08 0.00 Critical Factors 0.11 0.22 0.21 0.09 ICU Ratio = 0.73 LOS = C Turning Movements at Intersection of :El Camino Real and Alga Road/Aviara Parkway Time : to North Approach El Camino Real Date : Day : Thursday 2426 Total Name : Robert, Chris W.1543 883 Subtotals 2 Sub -123 1224 196 Sub - Totals totals totals Totals W E e 775 a s 1655 2 94 60 s t 880 403 268 642 t 383 314 14 1883 A North A p 1241 p p p r r 382 729 630 Alga Road/Aviara Parkway 0 Subtotals 1907 1741 Total 3648 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/24/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 16 Intersection Location: El Camino Real & Arenal Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #16E/W Street : Arenal RoadData Collected by : Stephen, RenaldCount Date : Day :Traffic Control :Signalized07/22/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1188103015710001704002026606:30 AM 101014031186010001608003032316:45 AM 5013721202870020016010001046217:00 AM 1017430100283000001307006049707:15 AM 301887040294001001809005452947:30 AM 5023420100363000002308005065007:45 AM* 503314060402101012605004678668:00 AM* 7035840604610000238012012089108:15 AM* 5132740503750010030010004076208:30 AM* 703711001004281000038012012088008:45 AM 6033150403831010031011022077709:00 AM 1623465080448000013401300608790Max. 15 min. 16 2 371 10 1 10 1 461112023801302668916Pk. Hr. Vol. 24 1 1387 22 0 27 0 166620203132039021263319 67:30 AMPeakIntersection Traffic in Pk. Hr. = 3319 Peak Hr. Factor0.938:30 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 1803687061388200001707003081704:00 PM 2304289122366302011707025086714:15 PM 2614626070374302002309023091804:30 PM 33143961303804200216010036090334:45 PM* 392476807244723201331700421030 65:00 PM* 29043911010468521002004016098525:15 PM* 2814241102149610000270201901003 05:30 PM* 302500614057600100180900901155 15:45 PM 36347212010443213022604011001015 16:00 PM 27144580604593110123060012299236:15 PM 2304016051389101001814009085816:30 PM 2223546093345504002211100817912Max. 15 min. 39 3 500 12 1 9 3 5765340233111031221155 6Pk. Hr. Vol. 126 5 1839 36 1 14 3 19878540198122022824173 94:30 PMPeakIntersection Traffic in Pk. Hr. = 4173 Peak Hr. Factor0.905:30 PMHourIntersection Pdstrns in Pk. Hr. = 9Tuesday El Camino Real at Arenal Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 411 5 6 Outside 7 Free-flow Lane Settings 130120110110 Capacity 1800 6000 0 1800 4000 0 1800 2000 0 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 25 1387 22 27 1666 2 2 3 132 39 2 12 Adjusted Hourly Volume 25 1409 0 27 1668 0 2 135 0 39 14 0 Utilization Factor 0.01 0.23 0.00 0.02 0.42 0.00 0.00 0.07 0.00 0.02 0.01 0.00 Critical Factors 0.01 0.42 0.07 0.02 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :El Camino Real and Arenal Road Time : to North Approach El Camino Real Date : Day : Tuesday 3096 Total Name : Stephen, Renald 1695 1401 Subtotals 0 Sub -2 1666 27 Sub - Totals totals totals Totals W E e28 a s 165 0 212s t 137 3 2 53 t 132 39 0 105 A North A p 52 p p p r r 25 1387 22 Arenal Road 1 Subtotals 1838 1434 Total 3272 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/08 8:30 AM 7:30 AM El Camino Real at Arenal Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 11 5 6 Outside 7 Free-flow Lane Settings 130120110110 Capacity 1800 6000 0 1800 4000 0 1800 2000 0 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 131 1839 36 17 1987 8 4 1 98 22 2 28 Adjusted Hourly Volume 131 1875 0 17 1995 0 4 99 0 22 30 0 Utilization Factor 0.07 0.31 0.00 0.01 0.50 0.00 0.00 0.05 0.00 0.01 0.02 0.00 Critical Factors 0.07 0.50 0.05 0.01 ICU Ratio = 0.73 LOS = C Turning Movements at Intersection of :El Camino Real and Arenal Road Time : to North Approach El Camino Real Date : Day : Tuesday 3886 Total Name : Stephen, Renald 2012 1874 Subtotals 3 Sub -8 1987 17 Sub - Totals totals totals Totals W E e 136 a s 239 0 428s t 103 1 2 52 t 98 22 0 103 A North A p 51 p p p r r 131 1839 36 Arenal Road 5 Subtotals 2112 2006 Total 4118 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 17 Intersection Location: El Camino Real & La Costa Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #17E/W Street : La Costa AvenueData Collected by : Ken, Laurie, RaulCount Date : Day :Traffic Control :Signalized07/22/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1204610203810505702115070798039106:30 AM 18 0 44 1 3 11 2 66 106 2 57 3 28 15 1 11 0 101 7 0 470 66:45 AM 24063114313712408202729117010524064027:00 AM 28 0 68 1 2 10 1 118 118 0 101 0 46 29 0 12 0 120 18 0 670 27:15 AM 220773132132132012504825016012924073817:30 AM 4101035092181144011904236022011830085207:45 AM 3201733061209125012805142128015245199528:00 AM 53 1 178 5 2 42 7 161 147 0 174 0 83 40 0 26 0 171 50 0 1138 28:15 AM* 55 1 206 2 1 15 2 181 130 0 86 0 55 42 0 39 0 150 52 0 1016 18:30 AM* 61 0 241 12 1 22 1 239 144 0 102 0 65 36 0 37 0 139 51 0 1150 18:45 AM* 64 0 216 6 0 16 1 201 167 0 103 0 67 39 3 45 0 121 40 2 1086 59:00 AM* 48 1 227 8 1 40 0 229 125 0 136 0 79 58 1 26 0 129 43 2 1149 4Max. 15 min. 64 1 241 12 3 42 7 239 167 2 174 3 83 58 3 45 0 171 52 2 1150 6Pk. Hr. Vol. 228 2 890 28 3 93 4 850 566 0 427 0 266 175 4 147 0 539 186 4 4401 118:00 AMPeakIntersection Traffic in Pk. Hr. = 4401 Peak Hr. Factor0.969:00 AMHourIntersection Pdstrns in Pk. Hr. = 113:45 PM 62 1 246 32 0 41 1 223 121 0 168 0 138 55 0 34 0 87 28 0 1237 04:00 PM 57 0 270 35 0 38 0 222 109 1 174 0 124 45 0 26 0 89 39 1 1228 24:15 PM 47 0 264 35 0 39 1 195 114 0 186 0 127 42 0 40 0 87 33 1 1210 14:30 PM 63 0 276 34 2 59 0 257 147 0 182 0 148 45 1 26 0 75 35 0 1347 34:45 PM 67 0 231 22 0 48 1 207 148 0 204 0 156 45 0 32 0 74 46 2 1281 25:00 PM 65 1 280 34 2 46 0 341 155 0 142 0 129 65 0 30 0 103 31 2 1422 45:15 PM* 75 1 230 23 0 61 0 277 166 0 218 0 181 60 0 35 0 88 34 0 1449 05:30 PM* 91 4 288 35 0 94 1 279 183 1 202 0 198 76 0 47 0 124 46 0 1668 15:45 PM* 48 0 303 49 1 50 1 329 174 0 203 0 164 76 0 34 0 96 34 0 1561 16:00 PM* 57 0 270 32 3 55 0 269 157 0 217 0 211 62 0 26 0 97 31 0 1484 36:15 PM 61 0 183 16 2 61 0 180 130 0 205 0 166 53 0 35 0 96 30 0 1216 26:30 PM 31 0 195 38 0 44 1 212 112 0 163 0 160 51 0 29 0 87 36 0 1159 0Max. 15 min. 91 4 303 49 3 94 1 341 183 1 218 0 211 76 1 47 0 124 46 2 1668 4Pk. Hr. Vol. 271 5 1091 139 4 260 2 1154 680 1 840 0 754 274 0 142 0 405 145 0 6162 55:00 PMPeakIntersection Traffic in Pk. Hr. = 6162 Peak Hr. Factor0.926:00 PMHourIntersection Pdstrns in Pk. Hr. = 5Tuesday El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1111 4111 1 511 1 1 61 Outside 7 Free-flow Lane Settings 230231221121 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 230 890 28 97 850 566 427 266 175 147 539 186 Adjusted Hourly Volume 230 918 0 97 850 396 427 266 175 147 539 186 Utilization Factor 0.06 0.15 0.00 0.03 0.14 0.22 0.12 0.07 0.10 0.08 0.13 0.10 Critical Factors 0.06 0.22 0.12 0.13 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Tuesday 3020 Total Name : Ken, Laurie, Raul 1513 1507 Subtotals 4 Sub -566 850 97 Sub - Totals totals totals Totals W E e 1333 a s 2201 0 427 186 s t 868 266 539 872 t 175 147 0 1259 A North A p 387 p p p r r 230 890 28 La Costa Avenue 2 Subtotals 1174 1148 Total 2322 Note : Left-turn volumes include U-turns. U-turns in bold. South Approach 07/22/08 9:00 AM 8:00 AM 30% RTOR reduction used for SBRTs El Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 11 1 1 6 1 Outside 7 Free-flow Lane Settings 230231221121 Capacity 3600 6000 0 3600 6000 1800 3600 4000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 276 1091 139 262 1154 680 840 754 274 142 405 145 Adjusted Hourly Volume 276 1230 0 262 1154 476 840 754 274 142 405 145 Utilization Factor 0.08 0.21 0.00 0.07 0.19 0.26 0.23 0.19 0.15 0.08 0.10 0.08 Critical Factors 0.08 0.26 0.23 0.10 ICU Ratio = 0.77 LOS = C Turning Movements at Intersection of :El Camino Real and La Costa Avenue Time : to North Approach El Camino Real Date : Day : Tuesday 4174 Total Name : Ken, Laurie, Raul 2096 2078 Subtotals 2 Sub -680 1154 262 Sub - Totals totals totals Totals W E e 1356 a s 3224 0 840 145 s t 1868 754 405 692 t 274 142 0 1845 A North A p 1153 p p p r r 276 1091 139 La Costa Avenue 5 Subtotals 1575 1506 Total 3081 Note : Left-turn volumes include U-turns. U-turns in bold. South Approach 07/22/08 6:00 PM 5:00 PM 30% RTOR reduction used for SBRTs CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 18 Intersection Location: El Camino Real & Levante Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #18E/W Street : Levante StreetData Collected by : Billy, ChrisCount Date :Day :Traffic Control :Signalized07/22/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 005411105621200016008013036:30 AM 1048252092620000170112117196:45 AM 4076325016811000010110014029327:00 AM 3080517014911030000270114030017:15 AM 3088405015516020000250118031707:30 AM 40126611023217000010310018143627:45 AM 20182102802824020120390218155238:00 AM 502121006021410020010380320152118:15 AM* 102321205027212030000310126259528:30 AM* 2029770202986060020350032068708:45 AM* 302646010028818060014320030065849:00 AM* 130260160502991703003030002906750Max. 15 min. 13 0 297 16 5 10 0 299 1826013439033226879Pk. Hr. Vol. 19 0 1053 41 0 22 0 1157 53 0 1800641280111722615 68:00 AMPeakIntersection Traffic in Pk. Hr. = 2615 Peak Hr. Factor0.959:00 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 16133722017028811060070190117074204:00 PM 70358371130251180120020160421073914:15 PM 5040025226026280110050290122079424:30 PM 1032430021027470140030180016070804:45 PM 50351240250279360110160190013077005:00 PM* 903312002613717040010250026082105:15 PM* 3040532021034961100040270019087615:30 PM* 604043403204153150111110023093525:45 PM* 023673603903457070130250023085506:00 PM 413233403303133140020280133177926:15 PM 102513403102793020032200122064726:30 PM 41256420290247405025118002806411Max. 15 min. 16 2 405 42 2 39 1 415 36 1 14027229043319352Pk. Hr. Vol. 18 2 1507 122 0 118 1 1480 23 2 26029188009103487 34:45 PMPeakIntersection Traffic in Pk. Hr. = 3487 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 3Tuesday El Camino Real at Levante Street Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 130130110111 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 19 1053 41 22 1157 53 18 0 6 128 1 117 Adjusted Hourly Volume 19 1094 0 22 1210 0 18 6 0 128 1 117 Utilization Factor 0.01 0.18 0.00 0.01 0.20 0.00 0.01 0.00 0.00 0.07 0.00 0.07 Critical Factors 0.01 0.20 0.01 0.07 ICU Ratio = 0.39 LOS = A Turning Movements at Intersection of :El Camino Real and Levante Street Time : to North Approach El Camino Real Date : Day : Tuesday 2420 Total Name : Billy, Chris 1232 1188 Subtotals 0 Sub -53 1157 22 Sub - Totals totals totals Totals W E e73 a s97 0 18 117 s t 24 0 1 246 t 6 128 0 309 A North A p 63 p p p r r 19 1053 41 Levante Street 0 Subtotals 1291 1113 Total 2404 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/08 9:00 AM 8:00 AM El Camino Real at Levante Street Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 130130110111 Capacity 1800 6000 0 1800 6000 0 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 20 1507 122 119 1480 23 26 2 9 88 0 91 Adjusted Hourly Volume 20 1629 0 119 1503 0 26 11 0 88 0 91 Utilization Factor 0.01 0.27 0.00 0.07 0.25 0.00 0.01 0.01 0.00 0.05 0.00 0.05 Critical Factors 0.27 0.07 0.01 0.05 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :El Camino Real and Levante Street Time : to North Approach El Camino Real Date : Day : Tuesday 3247 Total Name : Billy, Chris 1622 1625 Subtotals 1 Sub -23 1480 119 Sub - Totals totals totals Totals W E e41 a s78 0 26 91 s t 37 2 0 179 t 9880421 A North A p 242 p p p r r 20 1507 122 Levante Street 2 Subtotals 1579 1649 Total 3228 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 19 Intersection Location: El Camino Real & Calle Barcelona Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Camino RealFile : 2008 Int #19E/W Street : Calle BarcelonaData Collected by : Andrew, Chris W.Count Date : Day :Traffic Control :Signalized07/22/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 004113105011020000902410014936:30 AM 004143608210160542140178019766:45 AM 30575250156180902212203512232657:00 AM 40539120153320304203302913133727:15 AM 11808070146260707305606611141917:30 AM 20114757021537015015314304725153077:45 AM 1 0 135 10 2 10 0 241 24 0 12 0 12 3 0 52 0 75 24 0 599 28:00 AM 7 0 142 15 3 6 0 241 40 0 22 0 15 5 0 50 0 58 23 2 624 58:15 AM* 412101311102514102007144806429070058:30 AM* 8 0 234 21 2 17 0 279 28 0 18 0 17 5 0 62 0 56 21 2 766 48:45 AM* 16 1 211 29 5 24 0 257 42 0 23 0 27 4 0 44 0 65 38 0 781 59:00 AM* 16 0 157 23 1 13 0 278 54 0 24 0 14 9 0 47 0 46 36 1 717 2Max. 15 min. 16 1 234 29 5 24 0 279 54 1 24 0 27 9 4 62 0 75 38 2 781 7Pk. Hr. Vol. 44 2 812 86 9 65 0 1065 165 0 85 0 65 19 4 201 0 231 124 3 2964 168:00 AMPeakIntersection Traffic in Pk. Hr. = 2964 Peak Hr. Factor0.959:00 AMHourIntersection Pdstrns in Pk. Hr. = 163:45 PM 26 0 285 82 0 22 1 247 43 0 59 2 51 17 0 32 6 28 15 2 916 24:00 PM 23 1 266 93 1 28 0 184 45 0 73 0 53 10 0 34 0 28 24 0 862 14:15 PM 25 2 321 97 0 26 0 256 44 0 68 0 71 12 1 25 0 33 17 0 997 14:30 PM 33 4 307 79 1 29 0 233 39 1 45 0 54 18 2 23 0 34 17 0 915 44:45 PM 20 0 281 89 1 33 0 256 36 1 64 0 84 22 0 27 0 30 16 0 958 25:00 PM* 16 3 301 107 4 54 0 297 54 2 52 0 61 19 1 34 0 20 25 0 1043 75:15 PM* 29 2 313 103 0 47 0 271 45 0 78 0 96 16 2 21 3 22 24 0 1070 25:30 PM* 18 2 360 119 1 57 0 345 61 0 43 0 77 24 0 28 0 32 25 0 1191 15:45 PM* 20 0 271 119 4 58 0 256 37 0 66 0 84 14 0 30 0 36 16 0 1007 46:00 PM 17 1 279 99 0 46 1 260 38 0 40 0 92 14 0 33 0 37 18 0 975 06:15 PM 19 1 218 91 0 55 0 233 55 1 51 0 81 20 0 26 0 34 17 1 901 26:30 PM 9 0 195 66 0 41 0 204 37 0 47 0 55 11 2 27 0 22 15 2 729 4Max. 15 min. 33 4 360 119 4 58 1 345 61 2 78 2 96 24 2 34 6 37 25 2 1191 7Pk. Hr. Vol. 83 7 1245 448 9 216 0 1169 197 2 239 0 318 73 3 113 3 110 90 0 4311 144:45 PMPeakIntersection Traffic in Pk. Hr. = 4311 Peak Hr. Factor0.905:45 PMHourIntersection Pdstrns in Pk. Hr. = 14Tuesday El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 46 812 86 65 1065 165 85 65 19 201 231 124 Adjusted Hourly Volume 46 898 0 65 1230 0 83 84 0 201 373 0 Utilization Factor 0.01 0.15 0.00 0.02 0.21 0.00 0.05 0.02 0.00 0.11 0.09 0.00 Critical Factors 0.01 0.21 0.05 0.09 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Tuesday 2316 Total Name : Andrew, Chris W.1295 1021 Subtotals 0 Sub -165 1065 65 Sub - Totals totals totals Totals W E e 440 a s 609 0 85 124 s t 169 65 231 556 t 19 201 0 772 A North A p 216 p p p r r 46 812 86 Calle Barcelona 2 Subtotals 1287 944 Total 2231 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/08 9:00 AM 8:00 AM El Camino Real at Calle Barcelona Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 90 1245 448 216 1169 197 239 318 73 116 110 90 Adjusted Hourly Volume 90 1693 0 216 1366 0 239 391 0 116 200 0 Utilization Factor 0.03 0.28 0.00 0.06 0.23 0.00 0.13 0.10 0.00 0.06 0.05 0.00 Critical Factors 0.28 0.06 0.13 0.05 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :El Camino Real and Calle Barcelona Time : to North Approach El Camino Real Date : Day : Tuesday 3156 Total Name : Andrew, Chris W.1582 1574 Subtotals 0 Sub -197 1169 216 Sub - Totals totals totals Totals W E e 390 a s 1020 0 239 90 s t 630 318 110 316 t 73 116 3 1301 A North A p 985 p p p r r 90 1245 448 Calle Barcelona 7 Subtotals 1362 1783 Total 3145 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/22/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 20 Intersection Location: Palomar Airport Road & Avenida Encinas Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Avenida EncinasFile : 2008 Int #20E/W Street : Palomar Airport RoadData Collected by : Lorenzo, KenCount Date :Day :Traffic Control :Signalized07/08/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 201601206003024624901232015326:30 AM 307701203104029303202636016306:45 AM 20312021010102035606603536122917:00 AM 30915217044070511007703555028727:15 AM 30315027012206048826303041125837:30 AM* 6 0 12 29 0 37 0 21 3 0 12 0 57 13 2 69 0 46 58 1 363 37:45 AM* 307212440104070531005703660131238:00 AM* 9 0 16 18 1 41 0 15 3 0 10 0 92 9 0 62 0 40 91 0 406 18:15 AM* 5 0 13 21 1 42 0 10 2 0 12 0 68 17 1 64 0 35 78 0 367 28:30 AM 30820045012208059406003682033908:45 AM 601428232015107058905004263132539:00 AM 6 0 12 36 2 28 0 14 1 0 16 0 59 8 0 65 0 36 65 0 346 2Max. 15 min. 9 0 16 36 2 45 0 21 4 0 16 0 92 17 2 77 0 46 91 1 406 3Pk. Hr. Vol. 23 0 48 89 4 164 0 56 12 0 41 0 270 49 3 252 0 157 287 2 1448 97:15 AMPeakIntersection Traffic in Pk. Hr. = 1448 Peak Hr. Factor0.898:15 AMHourIntersection Pdstrns in Pk. Hr. = 93:45 PM 1001365064116704073405008948044404:00 PM 17 0 26 55 1 41 0 21 7 0 11 0 81 9 0 34 1 95 54 0 452 14:15 PM 10 0 9 49 1 83 0 9 10 0 7 0 77 6 2 93 0 172 45 0 570 34:30 PM 8 0 19 54 1 39 0 26 19 2 7 0 75 9 2 83 0 229 49 0 617 54:45 PM* 22 0 26 86 1 44 0 33 22 0 9 0 70 9 2 58 0 180 65 0 624 35:00 PM* 17 0 14 62 1 66 0 53 31 1 7 0 61 7 1 64 0 210 82 0 674 35:15 PM* 24 0 24 104 1 90 0 39 25 0 8 0 76 6 0 77 1 187 73 0 734 15:30 PM* 16 0 31 106 0 75 0 26 19 0 9 0 64 8 0 51 0 142 73 0 620 05:45 PM 13 0 27 65 2 72 0 25 12 0 9 0 59 3 0 50 0 131 84 0 550 26:00 PM 18 0 20 75 1 77 0 10 12 1 7 0 72 6 0 42 0 106 83 1 528 36:15 PM 10 0 17 36 0 62 0 17 13 0 9 0 63 3 3 21 0 102 53 0 406 36:30 PM 12 0 19 59 0 63 0 15 14 0 6 0 50 9 1 33 0 78 59 0 417 1Max. 15 min. 24 0 31 106 2 90 1 53 31 2 11 0 81 9 3 93 1 229 84 1 734 5Pk. Hr. Vol. 79 0 95 358 3 275 0 151 97 1 33 0 271 30 3 250 1 719 293 0 2652 74:30 PMPeakIntersection Traffic in Pk. Hr. = 2652 Peak Hr. Factor0.905:30 PMHourIntersection Pdstrns in Pk. Hr. = 7Tuesday Avenida Encinas at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 111201110111 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 23 48 89 164 56 12 41 270 49 252 157 287 Adjusted Hourly Volume 23 48 89 220 0 12 41 319 0 252 157 287 Utilization Factor 0.01 0.02 0.05 0.06 0.00 0.01 0.02 0.16 0.00 0.14 0.08 0.16 Critical Factors 0.05 0.06 0.16 0.14 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :Avenida Encinas and Palomar Airport Road Time : to North Approach Avenida Encinas Date : Day : Tuesday 608 Total Name : Lorenzo, Ken 232 376 Subtotals 0 Sub -12 56 164 Sub - Totals totals totals Totals W E e 192 a s 552 0 41 287 s t 360 270 157 696 t 49 252 0 1219 A North A p 523 p p p r r 23 48 89 Palomar Airport Road 0 Subtotals 357 160 Total 517 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/08 8:15 AM 7:15 AM Avenida Encinas at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 111201110111 Capacity 1800 2000 1800 3600 0 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? Y Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 79 95 358 275 151 97 33 271 30 251 719 293 Adjusted Hourly Volume 79 95 358 426 0 97 33 301 0 251 719 293 Utilization Factor 0.04 0.05 0.20 0.12 0.00 0.05 0.02 0.15 0.00 0.14 0.36 0.16 Critical Factors 0.20 0.12 0.02 0.36 ICU Ratio = 0.80 LOS = C Turning Movements at Intersection of :Avenida Encinas and Palomar Airport Road Time : to North Approach Avenida Encinas Date : Day : Tuesday 944 Total Name : Lorenzo, Ken 523 421 Subtotals 0 Sub -97 151 275 Sub - Totals totals totals Totals W E e 895 a s 1229 0 33 293 s t 334 271 719 1263 t 30 251 1 2168 A North A p 905 p p p r r 79 95 358 Palomar Airport Road 0 Subtotals 431 532 Total 963 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 21 Intersection Location: Palomar Airport Road & Paseo Del Norte Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Paseo Del NorteFile : 2008 Int #21E/W Street : Palomar Airport RoadData Collected by : Laurie, Stephen, RexxCount Date : Day :Traffic Control :Signalized07/08/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 29091315017110024216113411013147246:30 AM 31041501202401722711307114425054806:45 AM 220111121503711913536011017517065137:00 AM 420172111004412804312508519027081227:15 AM 25 0 12 14 0 11 0 3 14 0 18 0 353 26 0 11 5 173 28 0 693 07:30 AM 37 0 19 39 0 24 0 7 15 0 28 1 444 25 0 11 4 187 33 0 874 07:45 AM 42 0 17 33 1 18 0 6 17 0 41 1 520 32 0 10 4 213 45 0 999 18:00 AM* 45 0 25 33 0 23 0 13 23 0 37 0 717 26 0 18 5 189 39 0 1193 08:15 AM* 48 0 28 45 0 25 0 1 23 0 36 0 469 27 3 21 3 185 43 0 954 38:30 AM* 28 0 17 38 1 34 0 19 28 0 46 1 477 40 1 17 2 174 35 0 956 28:45 AM* 55 0 25 30 2 33 0 16 20 1 40 1 510 37 0 16 5 193 39 0 1020 39:00 AM 54 0 26 32 0 36 0 16 28 1 63 1 457 35 0 20 3 225 42 0 1038 1Max. 15 min. 55 0 28 45 2 36 0 19 28 1 63 2 717 40 3 21 5 225 45 1 1193 4Pk. Hr. Vol. 176 0 95 146 3 115 0 49 94 1 159 2 2173 130 4 72 15 741 156 0 4123 87:45 AMPeakIntersection Traffic in Pk. Hr. = 4123 Peak Hr. Factor0.868:45 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 39 0 21 24 10 51 0 23 57 0 51 1 211 30 6 35 7 412 47 0 1009 164:00 PM 50 0 28 32 0 71 0 31 63 0 93 4 241 51 0 36 7 399 50 3 1156 34:15 PM 59 0 28 33 2 61 0 21 70 1 64 1 295 58 2 38 8 408 77 1 1221 64:30 PM 63 0 23 30 11 56 0 35 49 4 50 2 316 51 5 49 4 427 54 1 1209 214:45 PM 56 0 29 34 1 74 0 40 62 1 71 1 342 60 0 39 6 439 40 2 1293 45:00 PM* 53 0 30 38 8 89 0 70 54 6 64 0 310 40 2 46 8 393 56 5 1251 215:15 PM* 49 0 20 41 2 67 0 44 64 1 86 2 358 53 3 62 8 465 44 0 1363 65:30 PM* 69 0 20 32 2 47 0 28 68 5 80 1 375 62 0 53 12 560 81 0 1488 75:45 PM* 57 0 34 37 2 82 0 32 75 0 44 1 287 50 2 46 7 486 59 0 1297 46:00 PM 48 0 26 38 0 61 0 36 62 0 90 1 349 39 0 37 9 409 45 1 1250 16:15 PM 57 0 33 27 0 61 0 23 65 0 65 3 351 38 0 48 8 390 71 1 1240 16:30 PM 47 0 27 30 1 37 0 24 78 1 55 2 276 45 2 31 6 431 70 0 1159 4Max. 15 min. 69 0 34 41 11 89 0 70 78 6 93 4 375 62 6 62 12 560 81 5 1488 21Pk. Hr. Vol. 228 0 104 148 14 285 0 174 261 12 274 4 1330 205 7 207 35 1904 240 5 5399 384:45 PMPeakIntersection Traffic in Pk. Hr. = 5399 Peak Hr. Factor0.915:45 PMHourIntersection Pdstrns in Pk. Hr. = 38Tuesday Paseo Del Norte at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1111 411111 1 5111 6 1 Outside 7 Free-flow Lane Settings 220220230231 Capacity 3600 4000 0 3600 4000 0 3600 6000 0 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 176 95 146 115 49 94 161 2173 130 87 741 156 Adjusted Hourly Volume 176 241 0 115 143 0 161 2303 0 87 741 156 Utilization Factor 0.05 0.06 0.00 0.03 0.04 0.00 0.04 0.38 0.00 0.02 0.12 0.09 Critical Factors 0.06 0.03 0.38 0.02 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :Paseo Del Norte and Palomar Airport Road Time : to North Approach Paseo Del Norte Date : Day : Tuesday 668 Total Name : Laurie, Stephen, Rexx 258 410 Subtotals 0 Sub -94 49 115 Sub - Totals totals totals Totals W E e 1013 a s 3477 2 161 156 s t 2464 2173 741 984 t 130 87 15 3433 A North A p 2449 p p p r r 176 95 146 Palomar Airport Road 0 Subtotals 251 417 Total 668 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/08 8:45 AM 7:45 AM Paseo Del Norte at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 11 11 1 1 5 11 1 6 1 Outside 7 Free-flow Lane Settings 220220230231 Capacity 3600 4000 0 3600 4000 0 3600 6000 0 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 228 104 148 285 174 261 278 1330 205 242 1904 240 Adjusted Hourly Volume 228 252 0 285 435 0 278 1535 0 242 1904 240 Utilization Factor 0.06 0.06 0.00 0.08 0.11 0.00 0.08 0.26 0.00 0.07 0.32 0.13 Critical Factors 0.06 0.11 0.08 0.32 ICU Ratio = 0.67 LOS = B Turning Movements at Intersection of :Paseo Del Norte and Palomar Airport Road Time : to North Approach Paseo Del Norte Date : Day : Tuesday 1338 Total Name : Laurie, Stephen, Rexx 720 618 Subtotals 0 Sub -261 174 285 Sub - Totals totals totals Totals W E e 2397 a s 4210 4 278 240 s t 1813 1330 1904 2386 t 205 242 35 4184 A North A p 1798 p p p r r 228 104 148 Palomar Airport Road 0 Subtotals 586 480 Total 1066 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 22 Intersection Location: Palomar Airport Road & Armada Drive / Costco Entrance Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Armada Drive/Costco EntranceFile : 2008 Int #22E/W Street : Palomar Airport RoadData Collected by : Ken, LorenzoCount Date :Day :Traffic Control :Signalized07/17/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 170411010300722002806013712042806:30 AM 1301110100301152512407013716048006:45 AM 1403100500406312632508021942065707:00 AM 24021403085019437220116217539070317:15 AM 24011231005024237520011022334373267:30 AM 28021305046018249825015123139088707:45 AM 16041904075030445929111026443189528:00 AM* 24053101801604056113311912528501131 18:15 AM* 16 0 2 14 0 19 0 3 17 0 42 3 588 29 0 11 1 217 52 0 1014 08:30 AM* 250419080214025544126112024240086318:45 AM* 22 0 0 21 0 12 0 5 12 0 33 3 489 29 0 18 1 256 33 0 934 09:00 AM 31012307021104195074201402353209550Max. 15 min. 31 0 5 31 3 19 0 8 17 0 63 9 611 42 1 19 2 264 85 3 1131 6Pk. Hr. Vol. 87 0 11 85 0 57 0 11 49 0 140 16 2129 117 2 60 3 967 210 0 3942 27:45 AMPeakIntersection Traffic in Pk. Hr. = 3942 Peak Hr. Factor0.878:45 AMHourIntersection Pdstrns in Pk. Hr. = 23:45 PM 98 0 7 67 0 40 0 24 41 0 22 11 258 38 1 43 2 440 18 1 1109 24:00 PM 67 0 7 54 0 48 0 15 19 1 19 8 252 34 0 51 1 331 18 0 924 14:15 PM 84 0 6 62 0 42 0 14 45 0 19 12 272 40 0 61 0 358 27 0 1042 04:30 PM 86 0 9 65 0 25 2 11 33 1 21 12 286 42 4 55 2 407 8 0 1064 54:45 PM 64 0 17 70 0 48 0 21 46 0 20 14 283 35 0 45 0 468 22 0 1153 05:00 PM* 109 0 17 49 6 44 0 12 41 0 23 15 313 36 0 69 1 547 27 0 1303 65:15 PM* 99 0 15 70 1 53 0 11 88 0 23 13 309 33 0 66 1 487 21 0 1289 15:30 PM* 88 0 13 58 0 52 0 12 37 0 17 6 276 39 0 59 2 567 25 0 1251 05:45 PM* 87 0 16 59 2 37 0 8 35 0 33 24 300 34 2 56 1 458 19 0 1167 46:00 PM 80 0 10 61 0 25 0 8 35 3 22 9 333 31 3 62 0 475 15 0 1166 66:15 PM 77 0 4 73 0 20 1 4 32 0 21 10 266 37 2 72 1 411 19 0 1048 26:30 PM 101 0 8 61 0 25 1 12 36 5 22 10 219 45 0 58 1 326 18 0 943 5Max. 15 min. 109 0 17 73 6 53 2 24 88 5 33 24 333 45 4 72 2 567 27 1 1303 6Pk. Hr. Vol. 383 0 61 236 9 186 0 43 201 0 96 58 1198 142 2 250 5 2059 92 0 5010 114:45 PMPeakIntersection Traffic in Pk. Hr. = 5010 Peak Hr. Factor0.965:45 PMHourIntersection Pdstrns in Pk. Hr. = 11Thursday Armada Drive/Costco Entrance at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1111 urations 3 1 1 1 1 1 4111 511 611 Outside 7 Free-flow Lane Settings 210211231131 Capacity 3600 2000 0 3600 2000 1800 3600 6000 1800 1800 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 87 11 85 57 11 49 156 2129 117 63 967 210 Adjusted Hourly Volume 87 96 0 57 11 49 156 2129 117 63 967 210 Utilization Factor 0.02 0.05 0.00 0.02 0.01 0.03 0.04 0.35 0.07 0.04 0.16 0.12 Critical Factors 0.05 0.02 0.35 0.04 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :Armada Drive/Costco Entrance and Palomar Airport Road Time : to North Approach Armada Drive/Costco Entrance Date : Day : Thursday 478 Total Name : Ken, Lorenzo 117 361 Subtotals 0 Sub -49 11 57 Sub - Totals totals totals Totals W E e 1119 a s 3521 16 156 210 s t 2402 2129 967 1240 t 117 63 3 3514 A North A p 2274 p p p r r 87 11 85 Palomar Airport Road 0 Subtotals 188 183 Total 371 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 8:45 AM 7:45 AM Armada Drive/Costco Entrance at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 5 1 1 6 1 1 Outside 7 Free-flow Lane Settings 210211231131 Capacity 3600 2000 0 3600 2000 1800 3600 6000 1800 1800 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 383 61 236 186 43 201 154 1198 142 255 2059 92 Adjusted Hourly Volume 383 297 0 186 43 201 154 1198 142 255 2059 92 Utilization Factor 0.11 0.15 0.00 0.05 0.02 0.11 0.04 0.20 0.08 0.14 0.34 0.05 Critical Factors 0.11 0.11 0.04 0.34 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :Armada Drive/Costco Entrance and Palomar Airport Road Time : to North Approach Armada Drive/Costco Entrance Date : Day : Thursday 679 Total Name : Ken, Lorenzo 430 249 Subtotals 0 Sub -201 43 186 Sub - Totals totals totals Totals W E e 2701 a s 4195 58 154 92 s t 1494 1198 2059 2406 t 142 255 5 4031 A North A p 1625 p p p r r 383 61 236 Palomar Airport Road 0 Subtotals 435 680 Total 1115 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 23 Intersection Location: Palomar Airport Road & Hidden Valley Road/The Crossings Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Hidden Valley Road/The Crossings DriveFile : 2008 Int #23E/W Street : Palomar Airport RoadData Collected by : Billy, Chris / Raul, RexxCount Date : Day :Traffic Control :Signalized07/17/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 30040000515118122001507035836:30 AM 50010100408025640101656045106:45 AM 800701000018127131102467056317:00 AM 100290600101913761201022813067807:15 AM 150015020020210312606024915064307:30 AM 1401130200102104481205026022279927:45 AM* 1603210403202104781007129124088108:00 AM* 130218040250204619260603241901062 08:15 AM* 9012404002012055028011026018191918:30 AM* 1407120503302544632108026820085308:45 AM 1801120704502404222204026720080609:00 AM 17051501602603144532501402592608730Max. 15 min. 18 0 7 24 0 1604613146192821413242621062 3Pk. Hr. Vol. 52 0 13 75 0 17 0 8 12 0 78 8 2110 85 0 32 1 1143 81 1 3715 17:30 AMPeakIntersection Traffic in Pk. Hr. = 3715 Peak Hr. Factor0.878:30 AMHourIntersection Pdstrns in Pk. Hr. = 13:45 PM 17 0 0 19 0 13 0 2 12 0 12 3 310 37 1 14 0 465 17 0 921 14:00 PM 16009131012111213272807240022087724:15 PM 17 0 1 13 2 20 0 3 27 1 12 0 338 18 0 7 0 502 9 1 967 44:30 PM 210090220219319235616019042611092234:45 PM* 27 0 3 10 0 24 0 0 27 0 12 1 363 14 1 10 0 562 13 1 1066 25:00 PM* 28 0 5 12 3 19 0 4 17 3 12 1 337 30 0 10 0 555 29 0 1059 65:15 PM* 24 0 1 16 0 26 0 4 27 0 17 2 429 25 0 14 2 648 14 0 1249 05:30 PM* 21 0 1 17 0 12 0 1 19 0 14 1 373 42 0 28 0 595 14 0 1138 05:45 PM 16 0 5 16 0 17 0 3 19 1 15 3 358 40 5 18 0 461 9 6 980 126:00 PM 250470180615113031321016145717091316:15 PM 26 0 0 16 1 17 0 1 19 1 12 0 327 30 3 16 0 453 7 3 924 86:30 PM 1303901800171103319200140396808301Max. 15 min. 28 0 5 19 3 31 0 6 27 3 19 3 429 42 5 28 2 648 29 6 1249 12Pk. Hr. Vol. 100 0 10 55 3 81 0 9 90 3 55 5 1502 111 1 62 2 2360 70 1 4512 84:30 PMPeakIntersection Traffic in Pk. Hr. = 4512 Peak Hr. Factor0.905:30 PMHourIntersection Pdstrns in Pk. Hr. = 8Thursday Hidden Valley Road/The Crossings Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4111 51 6 Outside 7 Free-flow Lane Settings 110111131130 Capacity 1800 2000 0 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 52 13 75 17 8 12 86 2110 85 33 1143 81 Adjusted Hourly Volume 52 88 0 17 8 12 86 2110 85 33 1224 0 Utilization Factor 0.03 0.04 0.00 0.01 0.00 0.01 0.05 0.35 0.05 0.02 0.20 0.00 Critical Factors 0.04 0.01 0.35 0.02 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Hidden Valley Road/The Crossings Drive and Palomar Airport Road Time : to North Approach Hidden Valley Road/The Crossings Drive Date : Day : Thursday 209 Total Name : Billy, Chris / Raul, Rexx 37 172 Subtotals 0 Sub -12 8 17 Sub - Totals totals totals Totals W E e 1215 a s 3496 8 86 81 s t 2281 2110 1143 1257 t 85 33 1 3460 A North A p 2203 p p p r r 52 13 75 Palomar Airport Road 0 Subtotals 125 140 Total 265 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 8:30 AM 7:30 AM Hidden Valley Road/The Crossings Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 11 5 1 6 Outside 7 Free-flow Lane Settings 110111131130 Capacity 1800 2000 0 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 100 10 55 81 9 90 60 1502 111 64 2360 70 Adjusted Hourly Volume 100 65 0 81 9 90 60 1502 111 64 2430 0 Utilization Factor 0.06 0.03 0.00 0.05 0.00 0.05 0.03 0.25 0.06 0.04 0.41 0.00 Critical Factors 0.06 0.05 0.03 0.41 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of :Hidden Valley Road/The Crossings Drive and Palomar Airport Road Time : to North Approach Hidden Valley Road/The Crossings Drive Date : Day : Thursday 315 Total Name : Billy, Chris / Raul, Rexx 180 135 Subtotals 0 Sub -90 9 81 Sub - Totals totals totals Totals W E e 2555 a s 4228 5 60 70 s t 1673 1502 2360 2494 t 111 64 2 4134 A North A p 1640 p p p r r 100 10 55 Palomar Airport Road 0 Subtotals 182 165 Total 347 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 24 Intersection Location: Palomar Airport Road & College Boulevard/Aviara Parkway Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : College Boulevard/Aviara ParkwayFile : 2008 Int #24E/W Street : Palomar Airport RoadData Collected by : Andrew, RenaldCount Date :Day :Traffic Control :Signalized07/17/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 16068000819061012470601168037906:30 AM 7015211306243750173120801318048346:45 AM 20018290509230570188290702076059807:00 AM 39 0 43 25 1 21 0 21 10 0 72 1 308 24 0 34 0 195 6 0 799 17:15 AM 36 0 55 39 0 16 0 14 27 0 95 0 217 17 0 24 0 213 9 0 762 07:30 AM 56 0 92 49 0 8 0 22 31 2 96 0 307 30 0 20 0 229 11 0 951 27:45 AM* 59 0 125 75 0 19 0 27 36 0 122 5 360 27 0 26 0 253 27 0 1161 08:00 AM* 53 0 116 67 0 24 0 30 27 0 156 0 442 34 1 30 0 201 8 1 1188 28:15 AM* 28 0 92 52 0 16 0 32 45 0 154 1 405 43 0 25 0 220 16 0 1129 08:30 AM* 52 0 76 52 0 13 0 32 39 1 149 0 308 35 0 36 0 203 21 0 1016 18:45 AM 43 1 74 52 0 8 0 28 37 0 134 0 336 30 0 23 0 222 13 0 1001 09:00 AM 34 0 66 55 0 11 0 28 36 0 131 0 357 33 0 26 2 219 10 0 1008 0Max. 15 min. 59 1 125 75 1 24 0 32 45 3 156 5 442 43 1 36 2 253 27 1 1188 4Pk. Hr. Vol. 192 0 409 246 0 72 0 121 147 1 581 6 1515 139 1 117 0 877 72 1 4494 37:30 AMPeakIntersection Traffic in Pk. Hr. = 4494 Peak Hr. Factor0.958:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 38 0 37 38 0 10 0 47 94 0 40 3 249 46 0 31 0 349 16 0 998 04:00 PM 36 0 26 31 0 14 0 38 79 0 35 0 267 47 0 34 0 292 22 1 921 14:15 PM 53 0 27 34 0 13 0 71 102 0 41 0 265 70 0 30 0 339 25 0 1070 04:30 PM 40 0 47 34 0 17 0 73 109 1 30 0 262 53 0 33 0 295 22 1 1015 24:45 PM 35 0 34 32 0 9 0 62 141 0 41 0 288 62 0 59 0 357 11 0 1131 05:00 PM* 49 0 44 32 0 8 1 90 130 0 26 0 260 88 0 69 1 423 25 0 1246 05:15 PM* 55 0 36 42 0 8 0 94 154 0 25 1 311 71 0 79 0 438 37 1 1351 15:30 PM* 48 0 35 27 0 15 0 103 164 1 23 1 300 72 0 72 0 391 20 0 1271 15:45 PM* 53 0 38 28 0 9 1 91 139 0 37 0 282 67 5 63 0 331 15 0 1154 56:00 PM 46 0 30 32 0 9 0 74 106 0 43 0 280 61 0 42 1 322 9 0 1055 06:15 PM 56 0 39 36 0 4 0 63 116 0 31 2 253 70 0 62 1 290 15 0 1038 06:30 PM 47 0 33 19 0 3 0 37 90 0 42 1 260 75 1 39 0 304 10 0 960 1Max. 15 min. 56 0 47 42 0 17 1 103 164 1 43 3 311 88 5 79 1 438 37 1 1351 5Pk. Hr. Vol. 205 0 153 129 0 40 2 378 587 1 111 2 1153 298 5 283 1 1583 97 1 5022 74:45 PMPeakIntersection Traffic in Pk. Hr. = 5022 Peak Hr. Factor0.935:45 PMHourIntersection Pdstrns in Pk. Hr. = 7Thursday College Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 41 1 1 51 1 1 611 Outside 7 Free-flow Lane Settings 221102231231 Capacity 3600 4000 1800 1800 0 3600 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 192 409 246 72 121 147 587 1515 139 117 877 72 Adjusted Hourly Volume 192 409 246 72 0 268 587 1515 139 117 877 72 Utilization Factor 0.05 0.10 0.14 0.04 0.00 0.07 0.16 0.25 0.08 0.03 0.15 0.04 Critical Factors 0.14 0.04 0.16 0.15 ICU Ratio = 0.59 LOS = A Turning Movements at Intersection of :College Boulevard/Aviara Parkway and Palomar Airport Road Time : to North Approach College Boulevard/Aviara Parkway Date : Day : Thursday 1402 Total Name : Andrew, Renald 340 1062 Subtotals 0 Sub -147 121 72 Sub - Totals totals totals Totals W E e 1222 a s 3463 6 587 72 s t 2241 1515 877 1066 t 139 117 0 2899 A North A p 1833 p p p r r 192 409 246 Palomar Airport Road 0 Subtotals 377 847 Total 1224 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 8:30 AM 7:30 AM College Boulevard/Aviara Parkway at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 1 1 6 1 1 Outside 7 Free-flow Lane Settings 221102231231 Capacity 3600 4000 1800 1800 0 3600 3600 6000 1800 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 205 153 129 42 378 587 113 1153 298 284 1583 97 Adjusted Hourly Volume 205 153 129 42 0 965 113 1153 298 284 1583 97 Utilization Factor 0.06 0.04 0.07 0.02 0.00 0.27 0.03 0.19 0.17 0.08 0.26 0.05 Critical Factors 0.06 0.27 0.03 0.26 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :College Boulevard/Aviara Parkway and Palomar Airport Road Time : to North Approach College Boulevard/Aviara Parkway Date : Day : Thursday 1370 Total Name : Andrew, Renald 1007 363 Subtotals 2 Sub -587 378 42 Sub - Totals totals totals Totals W E e 2377 a s 3941 2 113 97 s t 1564 1153 1583 1964 t 298 284 1 3287 A North A p 1323 p p p r r 205 153 129 Palomar Airport Road 0 Subtotals 959 487 Total 1446 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/17/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 25 Intersection Location: Palomar Airport Road & Palomar Oaks Way Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Palomar Oaks WayFile : 2008 Int #25E/W Street : Palomar Airport RoadData Collected by : Laurie, StephenCount Date : Day :Traffic Control :Signalized08/05/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 000000002018012620001362028606:30 AM 100001002015016660201644036106:45 AM 100000002029116960002216043507:00 AM 0000000050322290240102265058507:15 AM 10000100304302591401223213056907:30 AM 000002001103903012511022020061917:45 AM* 10011300703503241910124214164738:00 AM* 10100100606924154201127126083608:15 AM* 20000201607653291801028311073408:30 AM* 100005001205613151900026722069808:45 AM 00000100120342270800024417058809:00 AM 0010020080503290150012261206080Max. 15 min.20111501120765415421222832618363Pk. Hr. Vol.50111110131023681383 98 1 2 2 1063 73 1 2915 37:30 AMPeakIntersection Traffic in Pk. Hr. = 2915 Peak Hr. Factor0.878:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 220040110038017429940013193072204:00 PM 1401108003906132020022753067204:15 PM 1900007004906026430223464070204:30 PM 9000090033011432310113223071704:45 PM 22002021004907324040114071075805:00 PM* 8000015024508329920024062079205:15 PM* 30000032029706326620004812092105:30 PM* 17031022006904231710014263086605:45 PM* 13000013034602033001004072081616:00 PM 16010013005003227320003230168316:15 PM 6018006003406124510133204064506:30 PM 90000800200632872000276006110Max. 15 min. 30 0 18 4 0 32 0 3 97 0 17 4 3304123481419211Pk. Hr. Vol. 68031082072570208121251031720 9 0 3395 14:45 PMPeakIntersection Traffic in Pk. Hr. = 3395 Peak Hr. Factor0.925:45 PMHourIntersection Pdstrns in Pk. Hr. = 1Tuesday Palomar Oaks Way at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 411 51111 6 Outside 7 Free-flow Lane Settings 110120130130 Capacity 1800 2000 0 1800 4000 0 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 5 1 1 11 1 31 244 1383 98 4 1063 73 Adjusted Hourly Volume 5 2 0 11 32 0 244 1481 0 4 1136 0 Utilization Factor 0.00 0.00 0.00 0.01 0.01 0.00 0.14 0.25 0.00 0.00 0.19 0.00 Critical Factors 0.00 0.01 0.14 0.19 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :Palomar Oaks Way and Palomar Airport Road Time : to North Approach Palomar Oaks Way Date : Day : Tuesday 353 Total Name : Laurie, Stephen 43 310 Subtotals 0 Sub -31 1 11 Sub - Totals totals totals Totals W E e 1107 a s 2832 8 244 73 s t 1725 1383 1063 1140 t 98 4 2 2537 A North A p 1397 p p p r r 511 Palomar Airport Road 0 Subtotals 101 7 Total 108 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 8:30 AM 7:30 AM Palomar Oaks Way at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 110120130130 Capacity 1800 2000 0 1800 4000 0 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 68 3 1 82 7 257 28 1212 5 3 1720 9 Adjusted Hourly Volume 68 4 0 82 264 0 28 1217 0 3 1729 0 Utilization Factor 0.04 0.00 0.00 0.05 0.07 0.00 0.02 0.20 0.00 0.00 0.29 0.00 Critical Factors 0.04 0.07 0.02 0.29 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Palomar Oaks Way and Palomar Airport Road Time : to North Approach Palomar Oaks Way Date : Day : Tuesday 378 Total Name : Laurie, Stephen 346 32 Subtotals 0 Sub -257 7 82 Sub - Totals totals totals Totals W E e 2053 a s 3298 8 28 9 s t 1245 1212 1720 1732 t 5333030 A North A p 1298 p p p r r 68 3 1 Palomar Airport Road 0 Subtotals 12 72 Total 84 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 26 Intersection Location: Palomar Airport Road & Camino Vida Roble Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Camino Vida RobleFile : 2008 Int #26E/W Street : Palomar Airport RoadData Collected by : Ken, RexxCount Date : Day :Traffic Control :Signalized07/09/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 501304041070962601619018027206:30 AM 140840100200014816031614531040606:45 AM 1606504010212213335016218245045927:00 AM 20010507055213019650043521850062727:15 AM 23012604014015119847033420354060507:30 AM 24087010077014120656130421452064017:45 AM* 260167013073032028063033421665076508:00 AM* 2002118010046052631479153926680093818:15 AM* 27 0 26 7 0 11 0 10 3 1 33 9 231 71 0 53 7 235 101 0 824 18:30 AM* 330129014043020423768037224554074208:45 AM 350221409058018720761035223051070409:00 AM 30 0 10 9 0 14 0 4 11 0 20 0 278 82 0 33 1 244 49 0 785 0Max. 15 min. 35 0 26 18 0 14 0 10 11 2 52 9 314 82 1 53 9 266 101 0 938 2Pk. Hr. Vol. 106 0 75 41 0 48 0 25 15 1 137 19 1062 281 1 176 22 962 300 0 3269 27:30 AMPeakIntersection Traffic in Pk. Hr. = 3269 Peak Hr. Factor0.878:30 AMHourIntersection Pdstrns in Pk. Hr. = 23:45 PM 10083044010200812904002619615057204:00 PM 64 0 10 29 0 28 0 15 13 0 8 0 273 45 0 16 1 261 13 0 776 04:15 PM 43 0 4 23 0 38 0 18 13 1 11 0 236 49 1 15 2 223 14 0 689 24:30 PM 47 0 3 26 0 30 0 13 20 0 8 0 235 42 0 19 2 215 7 0 667 04:45 PM 75 0 5 32 0 68 0 22 22 0 4 0 275 58 0 18 1 251 13 0 844 05:00 PM 102 0 4 29 0 34 0 18 17 0 6 0 263 37 0 16 1 257 6 0 790 05:15 PM* 74 0 3 26 0 65 0 23 30 0 9 1 300 53 1 18 1 261 7 0 871 15:30 PM* 110 0 3 42 0 39 0 23 25 1 8 0 257 55 0 17 2 299 10 0 890 15:45 PM* 76 0 6 36 0 36 0 22 30 0 5 0 269 57 0 21 0 306 11 0 875 06:00 PM* 81 0 5 27 1 33 0 15 24 0 6 2 284 32 0 12 0 299 4 0 824 16:15 PM 79 0 9 33 0 26 0 5 25 0 3 0 200 49 0 16 0 257 12 0 714 06:30 PM 53 0 1 31 0 24 0 7 11 0 7 0 238 39 0 23 3 231 7 0 675 0Max. 15 min. 110 0 10 42 1 68 0 23 30 1 11 2 300 58 1 26 3 306 15 0 890 2Pk. Hr. Vol. 341 0 17 131 1 173 0 83 109 1 28 3 1110 197 1 68 3 1165 32 0 3460 35:00 PMPeakIntersection Traffic in Pk. Hr. = 3460 Peak Hr. Factor0.976:00 PMHourIntersection Pdstrns in Pk. Hr. = 3Wednesday Camino Vida Roble at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 Config - (left) 2 1111 urations 3 1 1 1 1 1 4111 51111 6 Outside 7 Free-flow Lane Settings 210111130130 Capacity 3600 2000 0 1800 2000 1800 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 106 75 41 48 25 15 156 1062 281 198 962 300 Adjusted Hourly Volume 106 116 0 48 25 15 156 1343 0 198 1262 0 Utilization Factor 0.03 0.06 0.00 0.03 0.01 0.01 0.09 0.22 0.00 0.11 0.21 0.00 Critical Factors 0.06 0.03 0.22 0.11 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Camino Vida Roble and Palomar Airport Road Time : to North Approach Camino Vida Roble Date : Day : Wednesday 600 Total Name : Ken, Rexx 88 512 Subtotals 0 Sub -15 25 48 Sub - Totals totals totals Totals W E e 1102 a s 2601 19 156 300 s t 1499 1062 962 1460 t 281 198 22 2633 A North A p 1173 p p p r r 106 75 41 Palomar Airport Road 0 Subtotals 482 222 Total 704 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/08 8:30 AM 7:30 AM Camino Vida Roble at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 210111130130 Capacity 3600 2000 0 1800 2000 1800 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 341 17 131 173 83 109 31 1110 197 71 1165 32 Adjusted Hourly Volume 341 148 0 173 83 109 31 1307 0 71 1197 0 Utilization Factor 0.09 0.07 0.00 0.10 0.04 0.06 0.02 0.22 0.00 0.04 0.20 0.00 Critical Factors 0.07 0.10 0.22 0.04 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :Camino Vida Roble and Palomar Airport Road Time : to North Approach Camino Vida Roble Date : Day : Wednesday 442 Total Name : Ken, Rexx 365 77 Subtotals 0 Sub -109 83 173 Sub - Totals totals totals Totals W E e 1618 a s 2956 3 31 32 s t 1338 1110 1165 1268 t 197 71 3 2685 A North A p 1417 p p p r r 341 17 131 Palomar Airport Road 0 Subtotals 348 489 Total 837 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/09/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 27 Intersection Location: Palomar Airport Road & Yarrow Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Yarrow DriveFile : 2008 Int #27E/W Street : Palomar Airport RoadData Collected by : Laurie, LorenzoCount Date :Day :Traffic Control :Signalized07/10/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 401500003160971505711648036116:30 AM 70130201007012914062019718044106:45 AM 40060002108013812144027019050417:00 AM 502511026017017222034030825259937:15 AM 400721041110017037063229220161147:30 AM 703501011015018322057029117060307:45 AM* 201101303117125140247134418172958:00 AM* 11051012042023028142297139033190148:15 AM* 1104605027018126039074131925077208:30 AM* 130113012009113221026059126713063918:45 AM 18 0 2 10 0 11 0 0 10 1 11 0 249 28 2 53 0 254 18 0 664 39:00 AM 1600120801101812232213733381906991Max. 15 min. 18 0 5 13 2 12 0 4 10 1 23 2 281 42 2 97 3 390 33 2 901 5Pk. Hr. Vol. 37 0 11 39 2 22 0 9 19 2 61 4 1002 147 4 277 4 1320 89 2 3041 107:30 AMPeakIntersection Traffic in Pk. Hr. = 3041 Peak Hr. Factor0.848:30 AMHourIntersection Pdstrns in Pk. Hr. = 103:45 PM 30 0 1 44 3 29 0 3 27 0 8 2 347 17 0 19 6 243 9 0 785 34:00 PM 26 0 2 34 0 22 0 3 13 0 10 0 298 24 0 16 7 217 14 0 686 04:15 PM 25 0 1 54 1 22 0 5 17 0 13 0 350 20 1 16 7 206 4 0 740 24:30 PM 24 0 0 36 1 17 0 1 14 0 8 0 318 19 1 16 4 200 14 0 671 24:45 PM* 44 0 2 82 0 20 0 2 19 0 7 0 370 14 0 11 4 249 10 0 834 05:00 PM* 40 0 1 57 0 22 0 1 14 0 10 0 294 7 0 20 3 238 5 0 712 05:15 PM* 53 0 1 100 0 14 0 5 11 0 6 3 383 15 2 22 5 276 5 0 899 25:30 PM* 3001470904110403841701152756180415:45 PM 28 0 0 48 0 12 0 3 13 1 5 3 339 8 0 19 0 230 3 2 711 36:00 PM 26 0 0 26 0 18 0 6 13 0 7 0 329 5 0 10 0 219 6 0 665 06:15 PM 230136015031102228190512365063006:30 PM 2000230130460912591201110210605840Max. 15 min. 53 0 2 100 3 29 0 6 27 1 13 3 384 24 2 22 10 276 14 2 899 3Pk. Hr. Vol. 167 0 5 286 0 65 0 12 55 0 27 3 1431 53 2 64 17 1038 26 1 3249 34:30 PMPeakIntersection Traffic in Pk. Hr. = 3249 Peak Hr. Factor0.905:30 PMHourIntersection Pdstrns in Pk. Hr. = 3Thursday Yarrow Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1111 1 Config - (left) 2 1 1 1 urations 3 1 1 1 1 41111 5 6 Outside 7 Free-flow Lane Settings 120010130130 Capacity 1800 4000 0 0 2000 0 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 37 11 39 22 9 19 65 1002 147 281 1320 89 Adjusted Hourly Volume 37 50 0 0 50 0 65 1149 0 281 1409 0 Utilization Factor 0.02 0.01 0.00 0.00 0.03 0.00 0.04 0.19 0.00 0.16 0.23 0.00 Critical Factors 0.02 0.03 0.19 0.16 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :Yarrow Drive and Palomar Airport Road Time : to North Approach Yarrow Drive Date : Day : Thursday 211 Total Name : Laurie, Lorenzo 50 161 Subtotals 0 Sub -19 9 22 Sub - Totals totals totals Totals W E e 1380 a s 2594 4 65 89 s t 1214 1002 1320 1690 t 147 281 4 2757 A North A p 1067 p p p r r 37 11 39 Palomar Airport Road 0 Subtotals 433 87 Total 520 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/08 8:30 AM 7:30 AM Yarrow Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1111 1 Config - (left) 2 1 1 1 urations 3 1 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 120110130130 Capacity 1800 4000 0 1800 2000 0 1800 6000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 167 5 286 65 12 55 30 1431 53 81 1038 26 Adjusted Hourly Volume 167 291 0 0 132 0 30 1484 0 81 1064 0 Utilization Factor 0.09 0.07 0.00 0.00 0.07 0.00 0.02 0.25 0.00 0.05 0.18 0.00 Critical Factors 0.09 0.07 0.25 0.05 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :Yarrow Drive and Palomar Airport Road Time : to North Approach Yarrow Drive Date : Day : Thursday 190 Total Name : Laurie, Lorenzo 132 58 Subtotals 0 Sub - 55 12 65 Sub - Totals totals totals Totals W E e 1263 a s 2777 3 30 26 s t 1514 1431 1038 1145 t 53 81 17 2944 A North A p 1799 p p p r r 167 5 286 Palomar Airport Road 0 Subtotals 129 458 Total 587 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 28 Intersection Location: Palomar Airport Road & Loker Avenue West/Innovation Way Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Loker Avenue West/Innovation WayFile : 2008 Int #28E/W Street : Palomar Airport RoadData Collected by : Richard, Erin/RaulCount Date : Day :Traffic Control :Signalized07/10/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0011120790100100704031212046516:30 AM 20100400902301346012036615057206:45 AM 00420203130330160504144714168817:00 AM 40700403190651206705051934187417:15 AM 90930602230672201515044425080117:30 AM* 4010102023216812131015053633091727:45 AM* 401410903310710269110706293611085 18:00 AM* 4 0 14 4 0 13 0 4 36 0 96 0 331 10 0 16 0 648 40 0 1216 08:15 AM* 10 0 17 6 0 15 0 0 48 0 82 0 268 12 0 5 0 563 43 0 1069 08:30 AM 5010006032806002511906049531191418:45 AM 806609043805512551506148328091509:00 AM 1007601204330801257120404233508840Max. 15 min. 10 0 17 6 1 15 0 7 48 1 96 2 331 19 1 16 1 648 43 1 1216 2Pk. Hr. Vol. 22 0 55 12 0 39 0 9 147 1 317 1 1081 43 1 33 0 2376 152 1 4287 37:15 AMPeakIntersection Traffic in Pk. Hr. = 4287 Peak Hr. Factor0.888:15 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 70770250349132253290103612101056 14:00 PM 4066025075543824351004025222086644:15 PM 2 0 6 13 4 27 0 12 93 1 42 1 551 11 0 3 0 257 16 4 1034 94:30 PM 7035026067413914791200127522095014:45 PM* 1103100170987128154051333171001044 25:00 PM* 6035124086443404951212031711098165:15 PM* 2 0 4 22 0 44 0 16 118 1 25 1 600 12 1 2 0 374 16 1 1236 35:30 PM* 601633201167028259924060313831103 65:45 PM 70250370975024053151402961101006 16:00 PM 10250140116931924761313026810089346:15 PM 200401308570200464112302565084326:30 PM 40210120851024139511050276807980Max. 15 min. 11 0 7 22 4 44 0 16 118 4 42 2 600 24 2 6 3 374 22 4 1236 9Pk. Hr. Vol. 25 0 11 43 4 117 0 44 336 6 115 4 2234 53 3 13 3 1321 45 4 4364 174:30 PMPeakIntersection Traffic in Pk. Hr. = 4364 Peak Hr. Factor0.885:30 PMHourIntersection Pdstrns in Pk. Hr. = 17Thursday Loker Avenue West/Innovation Way at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1 1 1 1 4111 51 6 Outside 7 Free-flow Lane Settings 111111131130 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 22 55 12 39 9 147 318 1081 43 33 2376 152 Adjusted Hourly Volume 22 55 12 39 9 0 318 1081 43 33 2528 0 Utilization Factor 0.01 0.03 0.01 0.02 0.00 0.00 0.18 0.18 0.02 0.02 0.42 0.00 Critical Factors 0.03 0.02 0.18 0.42 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :Loker Avenue West/Innovation Way and Palomar Airport Road Time : to North Approach Loker Avenue West/Innovation Way Date : Day : Thursday 719 Total Name : Richard, Erin/Raul 195 524 Subtotals 0 Sub -147 9 39 Sub - Totals totals totals Totals W E e 2546 a s 3988 1 318 152 s t 1442 1081 2376 2561 t 43 33 0 3693 A North A p 1132 p p p r r 22 55 12 Palomar Airport Road 0 Subtotals 85 89 Total 174 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/08 8:15 AM 7:15 AM Loker Avenue West/Innovation Way at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 11 5 1 6 Outside 7 Free-flow Lane Settings 111111131130 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 1800 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 25 11 43 117 44 336 119 2234 53 16 1321 45 Adjusted Hourly Volume 25 11 43 117 44 336 119 2234 53 16 1366 0 Utilization Factor 0.01 0.01 0.02 0.07 0.02 0.19 0.07 0.37 0.03 0.01 0.23 0.00 Critical Factors 0.01 0.19 0.37 0.01 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :Loker Avenue West/Innovation Way and Palomar Airport Road Time : to North Approach Loker Avenue West/Innovation Way Date : Day : Thursday 668 Total Name : Richard, Erin/Raul 497 171 Subtotals 0 Sub -336 44 117 Sub - Totals totals totals Totals W E e 1686 a s 4092 4 119 45 s t 2406 2234 1321 1382 t 53 16 3 3779 A North A p 2397 p p p r r 25 11 43 Palomar Airport Road 0 Subtotals 110 79 Total 189 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 29 Intersection Location: Palomar Airport Road & El Fuerte Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Fuerte StreetFile : 2008 Int #29E/W Street : Palomar Airport RoadData Collected by : Renald, KenCount Date : Day :Traffic Control :Signalized07/10/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 212116002381104128216318131976:30 AM 70340200301401205021040221060206:45 AM 804606032016013810021139615062607:00 AM 150830301303001766517253335083257:15 AM 13081701201601821721318151844083137:30 AM 24014100602202001943119349247083617:45 AM* 2401790702304002234213461035099128:00 AM* 3302416060450600308422116974401223 28:15 AM* 23026140140330460215732316164101032 38:30 AM* 150221001203602602287120358626096418:45 AM 21024901005502232419514644023183269:00 AM 21014130900100212218811416151809641Max. 15 min. 33 1 26 17 1 14 0 5 10 3 60 3 308 10 5 23 6 697 47 1 1223 7Pk. Hr. Vol. 95 0 89 49 0 39 0 12 17 0 172 0 974 22 8 77 9 2509 146 0 4210 87:30 AMPeakIntersection Traffic in Pk. Hr. = 4210 Peak Hr. Factor0.868:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 25 0 4 18 1 47 0 12 17 0 5 3 502 15 0 16 15 331 7 0 1017 14:00 PM 12051703601190514391411472365081114:15 PM 13021607501590805671712010274501031 14:30 PM 1203110450870404561801672552084404:45 PM* 1304160440161101205668089331701045 05:00 PM* 15 0 7 19 1 57 0 15 10 0 5 0 547 13 0 14 11 299 4 0 1016 15:15 PM* 11 0 4 23 0 92 0 22 31 0 7 0 644 16 0 12 9 323 0 0 1194 05:30 PM* 10 0 4 12 0 52 0 28 16 1 0 1 648 17 0 15 5 306 3 0 1117 15:45 PM 10 0 1 18 0 77 0 26 15 0 5 1 525 27 0 17 4 284 1 0 1011 06:00 PM 1303120310890225131201572654089606:15 PM 5031502001060204302501642594079906:30 PM 900130140119032430170182260407920Max. 15 min. 25 0 7 23 1 92 0 28 31 1 12 3 648 27 1 20 15 331 7 0 1194 1Pk. Hr. Vol. 49 0 19 70 1 245 0 81 68 1 24 1 2405 54 0 49 34 1259 14 0 4372 24:30 PMPeakIntersection Traffic in Pk. Hr. = 4372 Peak Hr. Factor0.925:30 PMHourIntersection Pdstrns in Pk. Hr. = 2Thursday El Fuerte Street at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1111 411111 1 5111 61 Outside 7 Free-flow Lane Settings 220220231230 Capacity 3600 4000 0 3600 4000 0 3600 6000 1800 3600 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 95 89 49 39 12 17 172 974 22 86 2509 146 Adjusted Hourly Volume 95 138 0 39 29 0 172 974 22 86 2655 0 Utilization Factor 0.03 0.00 0.00 0.01 0.01 0.00 0.05 0.16 0.01 0.02 0.44 0.00 Critical Factors 0.03 0.00 0.01 0.05 0.44 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :El Fuerte Street and Palomar Airport Road Time : to North Approach El Fuerte Street Date : Day : Thursday 475 Total Name : Renald, Ken 68 407 Subtotals 0 Sub -17 12 39 Sub - Totals totals totals Totals W E e 2621 a s 3789 0 172 146 s t 1168 974 2509 2741 t 22 86 9 3812 A North A p 1071 p p p r r 95 89 49 Palomar Airport Road 0 Subtotals 111 233 Total 344 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/08 8:30 AM 7:30 AM El Fuerte Street at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 11 11 1 1 5 1 11 6 1 Outside 7 Free-flow Lane Settings 220220231230 Capacity 3600 4000 0 3600 4000 0 3600 6000 1800 3600 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 49 19 70 245 81 68 25 2405 54 83 1259 14 Adjusted Hourly Volume 49 89 0 245 149 0 25 2405 54 83 1273 0 Utilization Factor 0.01 0.02 0.00 0.07 0.04 0.00 0.01 0.40 0.03 0.02 0.21 0.00 Critical Factors 0.02 0.07 0.40 0.02 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :El Fuerte Street and Palomar Airport Road Time : to North Approach El Fuerte Street Date : Day : Thursday 451 Total Name : Renald, Ken 394 57 Subtotals 0 Sub -68 81 245 Sub - Totals totals totals Totals W E e 1377 a s 3861 1 25 14 s t 2484 2405 1259 1356 t 54 83 34 4110 A North A p 2754 p p p r r 49 19 70 Palomar Airport Road 0 Subtotals 184 138 Total 322 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 30 Intersection Location: Palomar Airport Road and Melrose Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Melrose DriveFile : 2008 Int #30E/W Street : Palomar Airport RoadData Collected by : Stephen, RexxCount Date : Day :Traffic Control :Signalized07/10/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 240660105486043061120502297053406:30 AM 43 0 30 10 0 5 0 73 135 0 31 0 80 15 0 13 0 306 6 0 747 06:45 AM 49 0 46 11 0 5 0 99 137 0 42 0 77 15 0 14 0 333 11 0 839 07:00 AM 56 0 57 15 1 4 0 95 176 0 68 0 114 25 0 11 0 407 12 0 1040 17:15 AM 54 0 64 19 0 3 0 67 139 0 57 0 158 18 0 18 0 333 12 0 942 07:30 AM* 83 0 98 23 0 16 0 110 134 0 49 0 135 13 0 19 0 370 25 1 1075 17:45 AM* 100 0 97 29 1 5 0 101 186 0 91 0 145 15 0 29 0 488 17 0 1303 18:00 AM* 99 0 123 38 1 10 0 117 216 1 92 0 202 22 1 30 0 418 21 1 1388 48:15 AM* 112 0 106 35 1 11 0 119 184 0 77 0 175 26 0 18 0 364 21 0 1248 18:30 AM 72 0 87 23 0 9 0 122 163 0 66 0 133 17 0 14 0 242 12 0 960 08:45 AM 57 0 80 24 0 7 0 85 113 0 71 0 182 29 0 18 0 247 9 0 922 09:00 AM 67 0 55 25 1 13 0 125 149 0 59 0 163 22 0 15 0 302 13 0 1008 1Max. 15 min. 112 0 123 38 1 16 0 125 216 1 92 0 202 29 1 30 0 488 25 1 1388 4Pk. Hr. Vol. 394 0 424 125 3 42 0 447 720 1 309 0 657 76 1 96 0 1640 84 2 5014 77:15 AMPeakIntersection Traffic in Pk. Hr. = 5014 Peak Hr. Factor0.908:15 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 41 0 99 16 0 5 0 16 87 0 4 0 390 15 0 23 0 207 7 0 910 04:00 PM 24 0 88 14 0 10 0 62 72 0 0 0 327 31 0 32 1 176 16 0 853 04:15 PM 54 1 82 11 0 23 0 81 61 3 94 1 385 39 0 33 1 146 18 0 1030 34:30 PM 28 0 81 30 0 20 0 71 75 3 137 0 365 42 0 32 1 138 10 0 1030 34:45 PM 56 1 89 18 0 30 0 71 95 0 147 0 397 76 0 42 1 189 14 0 1226 05:00 PM* 42 0 94 19 0 17 0 65 82 0 158 0 469 75 0 29 0 213 11 0 1274 05:15 PM* 40 0 103 24 1 29 0 125 117 0 151 0 450 73 0 51 0 162 11 1 1336 25:30 PM* 41 0 102 26 0 32 0 118 93 0 200 1 514 79 0 33 0 162 12 0 1413 05:45 PM* 47 1 84 28 0 42 0 133 88 0 143 0 518 93 0 43 0 166 16 0 1402 06:00 PM 37 0 84 22 0 34 0 114 86 0 166 1 394 83 0 28 0 149 17 0 1215 06:15 PM 35 0 87 23 0 22 0 76 71 0 125 0 368 71 0 33 0 163 11 0 1085 06:30 PM 27 0 71 20 0 3 0 90 88 0 123 0 356 47 0 26 0 142 21 0 1014 0Max. 15 min. 56 1 103 30 1 42 0 133 117 3 200 1 518 93 0 51 1 213 21 1 1413 3Pk. Hr. Vol. 170 1 383 97 1 120 0 441 380 0 652 1 1951 320 0 156 0 703 50 1 5425 24:45 PMPeakIntersection Traffic in Pk. Hr. = 5425 Peak Hr. Factor0.965:45 PMHourIntersection Pdstrns in Pk. Hr. = 2Thursday Melrose Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1111 41111 51 1111 61 1 1 Outside 7 Free-flow Lane Settings 231222230231 Capacity 3600 6000 1800 3600 4000 3600 3600 6000 0 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 394 424 125 42 447 720 309 657 76 96 1640 84 Adjusted Hourly Volume 394 424 125 42 447 411 309 733 0 96 1640 84 Utilization Factor 0.11 0.07 0.07 0.01 0.11 0.11 0.09 0.12 0.00 0.03 0.27 0.05 Critical Factors 0.11 0.11 0.09 0.27 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :Melrose Drive and Palomar Airport Road Time : to North Approach Melrose Drive Date : Day : Thursday 2026 Total Name : Stephen, Rexx 1209 817 Subtotals 0 Sub -720 447 42 Sub - Totals totals totals Totals W E e 2754 a s 3796 0 309 84 s t 1042 657 1640 1820 t 76 96 0 2644 A North A p 824 p p p r r 394 424 125 Palomar Airport Road 0 Subtotals 619 943 Total 1562 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/08 8:15 AM 7:15 AM Melrose Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 5 1 1 11 1 6 1 1 1 Outside 7 Free-flow Lane Settings 231222230231 Capacity 3600 6000 1800 3600 4000 3600 3600 6000 0 3600 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 171 383 97 120 441 380 653 1951 320 156 703 50 Adjusted Hourly Volume 171 383 97 120 441 380 653 2271 0 156 703 50 Utilization Factor 0.05 0.06 0.05 0.03 0.11 0.11 0.18 0.38 0.00 0.04 0.12 0.03 Critical Factors 0.05 0.11 0.38 0.04 ICU Ratio = 0.68 LOS = B Turning Movements at Intersection of :Melrose Drive and Palomar Airport Road Time : to North Approach Melrose Drive Date : Day : Thursday 2026 Total Name : Stephen, Rexx 941 1085 Subtotals 0 Sub -380 441 120 Sub - Totals totals totals Totals W E e 1254 a s 4178 1 653 50 s t 2924 1951 703 909 t 320 156 0 3077 A North A p 2168 p p p r r 171 383 97 Palomar Airport Road 1 Subtotals 918 651 Total 1569 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/10/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 31 Intersection Location: Palomar Airport Road and Paseo Valindo/Eagle Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Paseo Valindo/Eagle DriveFile : 2008 Int #31E/W Street : Palomar Airport RoadData Collected by : Stephen, Antonio/RexxCount Date :Day :Traffic Control :Signalized07/10/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1006100000005300102572232036:30 AM 2005000000119521323324044716:45 AM 40010000000308210203302043407:00 AM 301120000000111500304731060907:15 AM 102150000000114611413872156027:30 AM* 201120000004016100804152160517:45 AM* 3021700000020171011004780068318:00 AM* 202300002201320532715134077528:15 AM* 200180000109020640604423069108:30 AM 203150000102018021513776059418:45 AM 201170100205118820403655059309:00 AM 10113020030802055061341405900Max. 15 min. 4 0 3 301202309320652102513627753Pk. Hr. Vol. 9 0 5 77000230163743733111848 9 1 2754 47:15 AMPeakIntersection Traffic in Pk. Hr. = 2754 Peak Hr. Factor0.898:15 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 3001500000000400101702013164014:00 PM 0011704013010406601502223067904:15 PM 1001600023051393001412020063804:30 PM 0011100005021477601501731169214:45 PM 100801002031397101102463067405:00 PM 1011902026000453702312030071805:15 PM* 3011202012011452702002484075405:30 PM* 0001705015002520101302083077505:45 PM* 100250401130105371101702132082506:00 PM* 0002302011010474702511900072506:15 PM 2001907029013361201501921061406:30 PM 000170000203333630151168105490Max. 15 min. 3 0 1 25070213053537110251248418251Pk. Hr. Vol. 4 0 1 77 0 13 0 4 21 0 3 3 1983 26 0 75 1 859 9 0 3079 05:00 PMPeakIntersection Traffic in Pk. Hr. = 3079 Peak Hr. Factor0.936:00 PMHourIntersection Pdstrns in Pk. Hr. = 0Thursday Paseo Valindo/Eagle Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4111 5 1 6 1 Outside 7 Free-flow Lane Settings 110110130131 Capacity 1800 2000 0 1800 2000 0 1800 6000 0 1800 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 9 5 77 0 2 3 19 743 7 32 1848 9 Adjusted Hourly Volume 9 82 0050197500321848 9 Utilization Factor 0.01 0.04 0.00 0.00 0.00 0.00 0.01 0.13 0.00 0.02 0.31 0.01 Critical Factors 0.04 0.00 0.01 0.31 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :Paseo Valindo/Eagle Drive and Palomar Airport Road Time : to North Approach Paseo Valindo/Eagle Drive Date : Day : Thursday 35 Total Name : Stephen, Antonio/Rexx 5 30 Subtotals 0 Sub -3 2 0 Sub - Totals totals totals Totals W E e 1863 a s 2632 3 19 9 s t 769 743 1848 1889 t 73212710 A North A p 821 p p p r r 9577 Palomar Airport Road 0 Subtotals 40 91 Total 131 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 0 07/10/08 8:15 AM 7:15 AM Paseo Valindo/Eagle Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 4 11 1 5 1 6 1 Outside 7 Free-flow Lane Settings 110110130131 Capacity 1800 2000 0 1800 2000 0 1800 6000 0 1800 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 4 1 77 13 4 21 6 1983 26 76 859 9 Adjusted Hourly Volume 4 78 0 13 25 0 6 2009 0 76 859 9 Utilization Factor 0.00 0.04 0.00 0.01 0.01 0.00 0.00 0.33 0.00 0.04 0.14 0.01 Critical Factors 0.04 0.01 0.33 0.04 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Paseo Valindo/Eagle Drive and Palomar Airport Road Time : to North Approach Paseo Valindo/Eagle Drive Date : Day : Thursday 51 Total Name : Stephen, Antonio/Rexx 38 13 Subtotals 0 Sub -21 4 13 Sub - Totals totals totals Totals W E e 887 a s 2902 3 69s t 2015 1983 859 944 t 26 76 1 3018 A North A p 2074 p p p r r 4177 Palomar Airport Road 0 Subtotals 105 82 Total 187 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 0 07/10/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 32 Intersection Location: Carlsbad Boulevard & Carlsbad Village Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2008 Int #32E/W Street : Carlsbad Village Drive Data Collected by : Andrew, Reynald, RobertCount Date :Day :Traffic Control :Signalized07/30/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 00149152480300411406619966:30 AM 00157170491200422100545104106:45 AM 0115828266212041111028313077:00 AM 0039756069212061211039015587:15 AM 3043206101885250433250655218167:30 AM 113193821073310721260877213147:45 AM 216618714210243206561507141258178:00 AM 016125217111554206642907110286108:15 AM* 325826612010943301651024010152287218:30 AM* 14842613123705810971217013119263428:45 AM* 10762617110914370531033010174284349:00 AM* 368230201319374501951224111251432550Max. 15 min. 3 6 84 30 20 17 3 11578701971233113251432550Pk. Hr. Vol. 8 12 300 108 56 48 4 363 20 18 16 0 49 20 44 98 1 44 68 29 1159 1478:00 AMPeakIntersection Traffic in Pk. Hr. = 1159 Peak Hr. Factor0.899:00 AMHourIntersection Pdstrns in Pk. Hr. = 1473:45 PM 9 2 121 52 21 32 2 121 10 7 9 0 21 2 36 49 0 17 26 21 473 854:00 PM 629446242821142780221228460302832440914:15 PM 501185617331123494020918330251733448774:30 PM 11 1 110 56 8 35 0 123 3 26 9 0 19 3 50 53 0 25 21 15 469 994:45 PM 301456412290125682023725500232227499725:00 PM* 11 0 154 54 14 36 1 128 8 30 6 0 29 8 31 45 0 24 28 33 532 1085:15 PM* 1 0 143 68 17 33 0 139 15 3 12 0 36 6 20 61 0 34 23 17 571 575:30 PM* 9 4 137 70 10 31 0 128 10 5 4 0 24 6 21 48 0 31 13 18 515 545:45 PM* 13 4 176 69 27 33 1 92 5 21 7 0 20 20 26 63 0 25 22 18 550 926:00 PM 10 0 129 63 20 28 1 118 14 38 10 0 21 12 49 64 0 30 20 21 520 1286:15 PM 13 0 136 53 33 34 0 103 8 22 9 0 24 15 55 62 0 47 20 38 524 1486:30 PM 14 3 115 44 47 22 0 127 12 50 7 0 29 13 45 29 0 25 16 32 456 174Max. 15 min. 14 4 176 70 47 36 2 139 15 50 12 0 36 20 55 64 0 47 28 38 571 174Pk. Hr. Vol. 34 8 610 261 68 133 2 487 38 59 29 0 109 40 98 217 0 114 86 86 2168 3114:45 PMPeakIntersection Traffic in Pk. Hr. = 2168 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 311Wednesday Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111 urations 3 1 1 1111 411 11 1 5 6 Outside 7 Free-flow Lane Settings 120120110201 Capacity 1800 4000 0 1800 4000 0 1800 2000 0 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 20 300 108 52 363 20 16 34 20 98 44 68 Adjusted Hourly Volume 20 408 0 52 383 0 16 54 0 142 0 68 Utilization Factor 0.01 0.10 0.00 0.03 0.10 0.00 0.07 0.02 0.00 0.06 0.00 0.04 Critical Factors 0.10 0.03 0.01 0.05 ICU Ratio = 0.29 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 823 Total Name : Andrew, Reynald, Robert 435 388 Subtotals 4 Sub -20 363 52 Sub - Totals totals totals Totals W E e72 a s 142 0 16 68 s t 70 34 44 210 t 20 98 1 401 A North A p 191 p p p r r 20 300 108 Carlsbad Village Drive 12 Subtotals 492 428 Total 920 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/08 9:00 AM 8:00 AM Carlsbad Boulevard at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1111 4 11 11 1 5 6 Outside 7 Free-flow Lane Settings 120120110201 Capacity 1800 4000 0 1800 4000 0 1800 2000 0 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 42 610 261 135 487 38 29 109 40 217 114 86 Adjusted Hourly Volume 42 871 0 135 525 0 29 149 0 331 0 86 Utilization Factor 0.02 0.22 0.00 0.08 0.13 0.00 0.02 0.07 0.00 0.10 0.00 0.05 Critical Factors 0.22 0.08 0.07 0.10 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Carlsbad Village Drive Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1387 Total Name : Andrew, Reynald, Robert 660 727 Subtotals 2 Sub -38 487 135 Sub - Totals totals totals Totals W E e 186 a s 364 0 29 86 s t 178 109 114 417 t 40 217 0 920 A North A p 503 p p p r r 42 610 261 Carlsbad Village Drive 8 Subtotals 752 913 Total 1665 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 33 Intersection Location: Carlsbad Boulevard & Tamarack Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2008 Int #33E/W Street : Tamarack AvenueData Collected by : Andrew, RobertCount Date :Day :Traffic Control :Signalized07/29/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 01173050504810340160662116106:30 AM 311524306871000170220757141216:45 AM 0222605010751010120240683189137:00 AM 103713406219102302703178159207:15 AM 402722401171013203702607610215257:30 AM 140327140128610105130280297249187:45 AM 4253111601311034502905108137305428:00 AM 316310170148430308506008157335388:15 AM* 40651018010514204063030010128271298:30 AM* 10169142601001925003705409165308328:45 AM* 5068283509133400140103013910330479:00 AM* 71902228010583350350140013111441849Max. 15 min. 14 2 90 28 4 8 0 148 19 34 5 0 8 13 0 140 0 13 17 14 418 49Pk. Hr. Vol. 26 2 292 74 8 27 0 401 44 112 9 0 13 19 0 327 0 45 48 37 1327 1578:00 AMPeakIntersection Traffic in Pk. Hr. = 1327 Peak Hr. Factor0.799:00 AMHourIntersection Pdstrns in Pk. Hr. = 1573:45 PM 8 3 103 27 2 22 0 108 14 9 7 0 13 13 0 23 0 9 19 14 369 254:00 PM 5113828151901104511097021091013372334:15 PM 1001373913220140111512079027041219430474:30 PM 4 0 154 33 2 23 0 108 7 13 15 0 6 12 0 46 0 5 14 2 427 174:45 PM 5 1 129 40 1 23 0 117 9 21 10 0 10 12 0 26 0 10 18 3 410 255:00 PM* 811543861901149950911030073325438405:15 PM* 15 0 157 46 5 15 0 81 13 12 11 0 5 12 0 29 0 4 21 8 409 255:30 PM* 622126361616916123051023012715436335:45 PM* 801704122108352380990390132319429446:00 PM 11 2 141 29 1 19 0 104 8 19 10 0 12 12 0 24 0 11 28 12 411 326:15 PM 4313326324010616198089020062116384386:30 PM 5 1 123 27 6 20 0 105 16 19 12 0 14 5 0 20 0 15 14 13 377 38Max. 15 min. 15 3 212 63 15 24 1 140 16 23 15 0 14 13 0 46 0 15 33 25 438 47Pk. Hr. Vol. 37 3 693 188 19 71 1 347 43 56 27 0 28 33 0 121 0 36 84 67 1712 1424:45 PMPeakIntersection Traffic in Pk. Hr. = 1712 Peak Hr. Factor0.985:45 PMHourIntersection Pdstrns in Pk. Hr. = 142Tuesday Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 1 411 1 5 6 Outside 7 Free-flow 1 Lane Settings 120120011110 Capacity 1800 4000 0 1800 4000 0 0 2000 1800 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 28 292 74 27 401 44 9 13 19 327 45 48 Adjusted Hourly Volume 28 366 0 27 401 0 0 22 19 327 93 0 Utilization Factor 0.02 0.09 0.00 0.02 0.10 0.00 0.00 0.01 0.01 0.18 0.05 0.00 Critical Factors 0.02 0.10 0.01 0.18 ICU Ratio = 0.41 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 821 Total Name : Andrew, Robert 472 349 Subtotals 0 Sub -44 401 27 Sub - Totals totals totals Totals W E e 115 a s 156 0 948s t 41 13 45 420 t 19 327 0 534 A North A p 114 p p p r r 28 292 74 Tamarack Avenue 2 Subtotals 749 394 Total 1143 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 9:00 AM 8:00 AM Carlsbad Boulevard at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 1 4 11 1 5 6 Outside 7 Free-flow 1 Lane Settings 120120011110 Capacity 1800 4000 0 1800 4000 0 0 2000 1800 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 40 693 188 72 347 43 27 28 33 121 36 84 Adjusted Hourly Volume 40 881 0 72 347 0 0 55 33 121 120 0 Utilization Factor 0.02 0.22 0.00 0.04 0.09 0.00 0.00 0.03 0.02 0.07 0.06 0.00 Critical Factors 0.22 0.04 0.03 0.07 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Tamarack Avenue Time : to North Approach Carlsbad Boulevard Date : Day : Tuesday 1267 Total Name : Andrew, Robert 462 805 Subtotals 1 Sub -43 347 72 Sub - Totals totals totals Totals W E e 116 a s 204 0 27 84 s t 88 28 36 241 t 33 121 0 528 A North A p 287 p p p r r 40 693 188 Tamarack Avenue 3 Subtotals 504 921 Total 1425 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 34 Intersection Location: Carlsbad Boulevard & Cannon Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2008 Int #34E/W Street : Cannon RoadData Collected by : Billy, ChrisCount Date : Day :Traffic Control :Signalized07/30/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 001531803201000014001117346:30 AM 00169221051020000080010211566:45 AM 00238518072000000090014014457:00 AM 00305117071050000090018215087:15 AM 0036111250870500000130012218487:30 AM 004314246011907000001200101244107:45 AM* 004615056011005000002000195266108:00 AM* 0060131540119050000017006326998:15 AM* 00391123401000100000120018521488:30 AM* 007818232086040000018002110253168:45 AM 0073120260890000000140024423849:00 AM 00451302708201100000130020020011Max. 15 min. 0 0 78 18 5 56 0 119 0 11000012000241026916Pk. Hr. Vol. 0 0 223 57 5 176 0 415 0 1500000670064231002 437:30 AMPeakIntersection Traffic in Pk. Hr. = 1002 Peak Hr. Factor0.938:30 AMHourIntersection Pdstrns in Pk. Hr. = 433:45 PM 0014461410128011000002200360377124:00 PM 00131140300124014000061400352348224:15 PM 0014060320128015000042200480376194:30 PM 001501202501570200000101800680430304:45 PM 00152160350114010000002400460387105:00 PM* 0018015038012906000003100554448105:15 PM* 001621703201310100001180072243245:30 PM* 0018210130010802000002200102045435:45 PM* 001541423609205000001900774392116:00 PM 001582013209007000002010522373106:15 PM 0016611117085014000001500395333206:30 PM 0013811014010201200000200038132313Max. 15 min. 0 0 182 20 2 41 0 157 0 200000103110102545430Pk. Hr. Vol. 0 0 678 56 3 136 0 460 0 14000019000306101726 284:45 PMPeakIntersection Traffic in Pk. Hr. = 1726 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 28Wednesday Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 011110000101 Capacity 0 2000 1800 1800 2000 00001800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 223 57 176 415 000067064 Adjusted Hourly Volume 0 223 57 176 415 000067064 Utilization Factor 0.00 0.11 0.03 0.10 0.21 0.00 0.00 0.00 0.00 0.04 0.00 0.04 Critical Factors 0.11 0.10 0.00 0.00 0.04 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 878 Total Name : Billy, Chris 591 287 Subtotals 0 Sub -0 415 176 Sub - Totals totals totals Totals W E e0 a s0 0 064s t 0 0 0 131 t 0670364 A North A p 233 p p p r r 0 223 57 Cannon Road 0 Subtotals 482 280 Total 762 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/08 8:30 AM 7:30 AM Carlsbad Boulevard at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 011110000101 Capacity 0 2000 1800 1800 2000 00001800 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 678 56 136 460 0000900306 Adjusted Hourly Volume 0 678 56 136 460 0000900306 Utilization Factor 0.00 0.34 0.03 0.08 0.23 0.00 0.00 0.00 0.00 0.05 0.00 0.17 Critical Factors 0.34 0.08 0.00 0.17 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Carlsbad Boulevard and Cannon Road Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1580 Total Name : Billy, Chris 596 984 Subtotals 0 Sub -0 460 136 Sub - Totals totals totals Totals W E e0 a s0 0 0 306 s t 0 0 0 396 t 0900588 A North A p 192 p p p r r 0 678 56 Cannon Road 0 Subtotals 550 734 Total 1284 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 35 Intersection Location: Carlsbad Boulevard & Poinsettia Lane Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2008 Int #35E/W Street : Poinsettia Lane Data Collected by : Billy, ChrisCount Date : Day :Traffic Control :Signalized08/06/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 02613712410001101620506736:30 AM 0020518153102011017207411856:45 AM 01185930500100110185090111107:00 AM 10343380652000002201013114767:15 AM 0224185706520002252560130166107:30 AM 0031114171816200122354017020687:45 AM 00481171408530005292430150210168:00 AM 0076104110874020000280020123858:15 AM* 005515101109141107433270210248148:30 AM* 0064132120893000133481021025558:45 AM* 006123717081101003036510342295139:00 AM* 015027214081502022266202212745Max. 15 min. 1 2 76 27 10 17 1 91 10220749667034429516Pk. Hr. Vol. 0 1 230 78 21 54 0 342 22 2 3 0 13 9 11 211 11 0 98 3 1072 378:00 AMPeakIntersection Traffic in Pk. Hr. = 1072 Peak Hr. Factor0.919:00 AMHourIntersection Pdstrns in Pk. Hr. = 373:45 PM 0 1 93 29 1 30 0 86 11 0 3 0 10 2 1 27 2 1 34 0 329 24:00 PM 0311533433010510000612300029036564:15 PM 0 3 111 30 5 24 1 82 12 0 3 0 11 1 13 27 6 0 36 0 347 184:30 PM 0211536123601151103044152740280385274:45 PM 011162902218614000445265039034755:00 PM 0112624080919020402306029133035:15 PM* 02121330260981301042154520320379155:30 PM* 1311921523012480000255540410401105:45 PM* 021242502301209040100591029139716:00 PM* 0211730126010516030600405049139926:15 PM 031313612018019010520370038037316:30 PM 0610335822074801000024204703228Max. 15 min. 1 6 131 36 12 36 1 124 19 0 4 0 11 4 15 59 6 1 49 1 401 27Pk. Hr. Vol. 1 9 481 109 6 98 0 447 46 0 8 0 11 4 20 199 12 0 151 2 1576 285:00 PMPeakIntersection Traffic in Pk. Hr. = 1576 Peak Hr. Factor0.986:00 PMHourIntersection Pdstrns in Pk. Hr. = 28Wednesday Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 41 1 51 6 Outside 7 Free-flow 1 Lane Settings 121220111201 Capacity 1800 4000 1800 3600 4000 0 1800 2000 1800 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 1 230 78 54 342 22 3 13 9 222 0 98 Adjusted Hourly Volume 1 230 78 54 364 0 3 13 9 222 0 98 Utilization Factor 0.00 0.06 0.04 0.02 0.09 0.00 0.00 0.01 0.01 0.06 0.00 0.05 Critical Factors 0.00 0.09 0.01 0.06 ICU Ratio = 0.26 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 749 Total Name : Billy, Chris 418 331 Subtotals 0 Sub -22 342 54 Sub - Totals totals totals Totals W E e22 a s47 0 398s t 25 13 0 320 t 9 222 11 476 A North A p 156 p p p r r 1 230 78 Poinsettia Lane 1 Subtotals 563 309 Total 872 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 9:00 AM 8:00 AM Carlsbad Boulevard at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow 1 Lane Settings 121220111201 Capacity 1800 4000 1800 3600 4000 0 1800 2000 1800 3600 0 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 10 481 109 98 447 46 8 11 4 211 0 151 Adjusted Hourly Volume 10 481 109 98 493 0 8 11 4 211 0 151 Utilization Factor 0.01 0.12 0.06 0.03 0.12 0.00 0.00 0.01 0.00 0.06 0.00 0.08 Critical Factors 0.12 0.03 0.01 ICU Ratio = 0.26 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Poinsettia Lane Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1231 Total Name : Billy, Chris 591 640 Subtotals 0 Sub -46 447 98 Sub - Totals totals totals Totals W E e47 a s70 0 8 151 s t 23 11 0 362 t 4 211 12 592 A North A p 230 p p p r r 10 481 109 Poinsettia Lane 9 Subtotals 659 600 Total 1259 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 36 Intersection Location: Carlsbad Boulevard & Avenida Encinas Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Carlsbad BoulevardFile : 2008 Int #36E/W Street : Avenida EncinasData Collected by : Lorenzo, RenaldCount Date :Day :Traffic Control :Signalized08/06/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0016131004100000000015028536:30 AM 00291201072000000000230213726:45 AM 00351001081000000700222015177:00 AM 00261202087000000100254215637:15 AM 00481303181000000200242217247:30 AM 004127010111000000300283221157:45 AM 006128040124000000000472026608:00 AM 008124020129000000000361227328:15 AM* 006321010127000000300281324168:30 AM* 008624021154000000600534332498:45 AM* 008347031167000000100513235539:00 AM* 007951001171000000600534935915Max. 15 min. 0 0 86 51 1 4 1 171000000700534935915Pk. Hr. Vol. 0 0 311 143 0 6 3 619000000160018512171279 338:00 AMPeakIntersection Traffic in Pk. Hr. = 1279 Peak Hr. Factor0.899:00 AMHourIntersection Pdstrns in Pk. Hr. = 333:45 PM 001295303112600000000038517355174:00 PM 0014434021139000000000382536054:15 PM 0012444050117000000100343832794:30 PM 0014357050141000000000311010387104:45 PM 00962704115000000040046810332145:00 PM 0011244050120000000000321531455:15 PM* 0016849133162000000200457043735:30 PM* 00140530411750000002004648423105:45 PM* 001635208018100000000054612464126:00 PM* 00135531401470000003005156395106:15 PM 0016247030135000000000355638766:30 PM 001515305212300000000037633773Max. 15 min. 0 0 168 57 1 8 3 18100000040054101746417Pk. Hr. Vol. 0 0 606 207 2 19 4 66500000070019622261719 355:00 PMPeakIntersection Traffic in Pk. Hr. = 1719 Peak Hr. Factor0.936:00 PMHourIntersection Pdstrns in Pk. Hr. = 35Thursday Carlsbad Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4 11 5 6 Outside 7 Free-flow Lane Settings 021120000020 Capacity 0 4000 1800 1800 4000 000004000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 311 143 9 619 0000018512 Adjusted Hourly Volume 0 311 143 9 619 000001970 Utilization Factor 0.00 0.08 0.08 0.01 0.15 0.00 0.00 0.00 0.00 0.00 0.05 0.00 Critical Factors 0.00 0.15 0.00 0.05 ICU Ratio = 0.30 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 954 Total Name : Lorenzo, Renald 628 326 Subtotals 3 Sub -0 619 9 Sub - Totals totals totals Totals W E e 185 a s 185 0 012s t 0 0 185 197 t 000346 A North A p 149 p p p r r 0 311 143 Avenida Encinas 0 Subtotals 619 454 Total 1073 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 9:00 AM 8:00 AM Carlsbad Boulevard at Avenida Encinas Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4 11 5 6 Outside 7 Free-flow Lane Settings 021120000020 Capacity 0 4000 1800 1800 4000 000004000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 606 207 23 665 0000019622 Adjusted Hourly Volume 0 606 207 23 665 000002180 Utilization Factor 0.00 0.15 0.12 0.01 0.17 0.00 0.00 0.00 0.00 0.00 0.05 0.00 Critical Factors 0.00 0.17 0.00 0.05 ICU Ratio = 0.32 LOS = A Turning Movements at Intersection of :Carlsbad Boulevard and Avenida Encinas Time : to North Approach Carlsbad Boulevard Date : Day : Wednesday 1320 Total Name : Lorenzo, Renald 688 632 Subtotals 4 Sub -0 665 23 Sub - Totals totals totals Totals W E e 196 a s 196 0 022s t 0 0 196 218 t 000444 A North A p 226 p p p r r 0 606 207 Avenida Encinas 0 Subtotals 665 813 Total 1478 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 37 Intersection Location: Rancho Santa Fe Road & San Elijo Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Rancho Santa Fe RoadFile : 2008 Int #37E/W Street : San Elijo RoadData Collected by : Billy, RenaldCount Date :Day :Traffic Control :Signalized07/23/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 105719050135000000189002030816:30 AM 0066250312065000000119043043206:45 AM 101073204027010000001490312057907:00 AM 101234701212350020002172018060227:15 AM 1010651012224600200421810024062927:30 AM* 111406217028710100202020116072117:45 AM* 1020879012030520000101810121081108:00 AM* 0019477019425701001112041718178338:15 AM* 101274908027910100002151024070608:30 AM 0017253010129800100011590116071118:45 AM 0015049117327300000002031018071419:00 AM 001937011232450000000176002707261Max. 15 min. 1 1 208 79 1 19 4 3055120142215172718113Pk. Hr. Vol. 3 1 669 267 1 46 4 11284120141802297913021 47:15 AMPeakIntersection Traffic in Pk. Hr. = 3021 Peak Hr. Factor0.938:15 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 3024214503232140000002850014073824:00 PM 2021216402411900010800682014068604:15 PM 0026116602111940010100114216076804:30 PM 0028514003221981000010941010076404:45 PM 0023015302702490000000963012077005:00 PM* 0023017704012260100001751018076825:15 PM* 00212181037120700000001321016078705:30 PM* 00297198051024400001001193113092705:45 PM* 01227219029022900000001123015083506:00 PM 0025212303312260000000902111073906:15 PM 002071360260181000001099223065706:30 PM 00231144038117410000008880706920Max. 15 min. 3 1 297 219 0 51 3 2491110812132821809272Pk. Hr. Vol. 0 1 966 775 0 157 2 9060100101438816203317 24:45 PMPeakIntersection Traffic in Pk. Hr. = 3317 Peak Hr. Factor0.895:45 PMHourIntersection Pdstrns in Pk. Hr. = 2Wednesday Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 41 1 1 511 61 Outside 7 Free-flow Lane Settings 131231110211 Capacity 1800 6000 1800 3600 6000 1800 1800 2000 0 3600 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 4 669 267 50 1128 4214804979 Adjusted Hourly Volume 4 669 267 50 1128 4250804979 Utilization Factor 0.00 0.11 0.15 0.01 0.19 0.00 0.00 0.00 0.00 0.22 0.00 0.04 Critical Factors 0.00 0.19 0.00 0.22 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 1936 Total Name : Billy, Renald 1182 754 Subtotals 4 Sub -4 1128 50 Sub - Totals totals totals Totals W E e16 a s23 0 279s t 7 1 9 892 t 4 804 2 1208 A North A p 316 p p p r r 4 669 267 San Elijo Road 1 Subtotals 1935 940 Total 2875 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 8:15 AM 7:15 AM Rancho Santa Fe Road at San Elijo Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 4 1 1 1 5 1 1 6 1 Outside 7 Free-flow Lane Settings 131231110211 Capacity 1800 6000 1800 3600 6000 1800 1800 2000 0 3600 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 1 966 775 159 906 0010446162 Adjusted Hourly Volume 1 966 775 159 906 0010446162 Utilization Factor 0.00 0.16 0.43 0.04 0.15 0.00 0.00 0.00 0.00 0.12 0.00 0.03 Critical Factors 0.43 0.04 0.00 0.12 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :Rancho Santa Fe Road and San Elijo Road Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 2095 Total Name : Billy, Renald 1065 1030 Subtotals 2 Sub -0 906 159 Sub - Totals totals totals Totals W E e1 a s2 0 062s t 1 1 1 509 t 0 446 8 1450 A North A p 941 p p p r r 1 966 775 San Elijo Road 1 Subtotals 1345 1742 Total 3087 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 38 Intersection Location: Rancho Santa Fe Road & La Costa Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Rancho Santa Fe RoadFile : 2008 Int #38E/W Street : La Costa AvenueData Collected by : Ken, LaurieCount Date : Day :Traffic Control :Signalized07/23/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 304900501763602105512097131826:30 AM 31642110294320170110020144344546:45 AM 608920303694204304170101910060507:00 AM 70843090370490380819020238062007:15 AM 7 1 100 3 0 11 0 357 58 0 42 0 4 17 0 5 0 30 12 0 647 07:30 AM 7 0 120 1 1 13 0 404 70 0 53 0 9 22 3 8 0 25 17 0 749 47:45 AM* 14 1 152 2 0 13 0 393 62 0 77 0 7 27 0 12 0 23 32 0 815 08:00 AM* 13 0 153 5 0 22 0 404 90 0 70 0 14 27 2 3 0 22 20 0 843 28:15 AM* 130139009139761050013302100289076028:30 AM* 12 2 137 7 1 24 0 389 63 1 31 0 21 29 2 8 0 20 15 2 758 68:45 AM 1801372070388720500153801302220078209:00 AM 25 1 175 2 0 24 0 341 70 4 45 0 19 39 2 10 0 12 13 0 776 6Max. 15 min. 25 2 175 7 1 24 1 404 90 4 77 0 21 39 3 13 0 30 32 3 843 6Pk. Hr. Vol. 52 3 581 14 1 68 1 1583 276 1 228 0 55 113 6 33 0 93 76 2 3176 107:30 AMPeakIntersection Traffic in Pk. Hr. = 3176 Peak Hr. Factor0.948:30 AMHourIntersection Pdstrns in Pk. Hr. = 103:45 PM 26 5 299 3 0 22 0 202 69 0 77 0 23 30 2 7 0 14 6 0 783 24:00 PM 33 1 298 8 0 24 1 187 55 1 111 0 26 17 0 9 0 30 11 0 811 14:15 PM 35 4 308 4 0 25 0 186 53 0 91 0 40 21 1 14 0 19 5 0 805 14:30 PM 20 4 278 3 0 16 0 207 57 0 102 0 30 20 0 11 0 86 15 0 849 04:45 PM* 38 4 357 9 0 19 0 228 52 0 95 0 40 25 0 19 0 17 12 0 915 05:00 PM* 30 2 341 2 0 21 1 215 56 0 88 0 40 31 4 1 0 20 19 0 867 45:15 PM* 38 1 324 7 0 22 0 247 50 1 109 0 31 36 1 7 1 27 11 0 911 25:30 PM* 48 0 322 5 0 31 0 231 71 0 105 0 45 27 2 8 0 24 29 2 946 45:45 PM 25 1 325 9 0 31 0 216 58 1 132 0 42 29 1 15 0 16 15 1 914 36:00 PM 44 2 310 5 0 23 0 220 44 0 91 0 42 44 4 4 0 12 10 0 851 46:15 PM 12 1 298 8 0 22 0 187 54 1 98 0 27 33 1 25 1 20 16 1 802 36:30 PM 38 2 290 9 0 20 0 177 50 0 98 0 38 30 3 10 0 17 15 0 794 3Max. 15 min. 48 5 357 9 0 31 1 247 71 1 132 0 45 44 4 25 1 86 29 2 946 4Pk. Hr. Vol. 154 7 1344 23 0 93 1 921 229 1 397 0 156 119 7 35 1 88 71 2 3639 104:30 PMPeakIntersection Traffic in Pk. Hr. = 3639 Peak Hr. Factor0.965:30 PMHourIntersection Pdstrns in Pk. Hr. = 10Wednesday Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 41 1 511 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 55 581 14 69 1583 276 228 55 113 33 93 76 Adjusted Hourly Volume 55 595 0 69 1859 0 228 168 0 33 169 0 Utilization Factor 0.02 0.10 0.00 0.02 0.31 0.00 0.13 0.04 0.00 0.02 0.04 0.00 Critical Factors 0.02 0.31 0.13 0.04 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 2814 Total Name : Ken, Laurie 1928 886 Subtotals 1 Sub -276 1583 69 Sub - Totals totals totals Totals W E e 421 a s 817 0 228 76 s t 396 55 93 202 t 113 33 0 339 A North A p 137 p p p r r 55 581 14 La Costa Avenue 3 Subtotals 1732 650 Total 2382 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 8:30 AM 7:30 AM Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 5 11 11 6 Outside 7 Free-flow Lane Settings 230230120120 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 161 1344 23 94 921 229 397 156 119 36 88 71 Adjusted Hourly Volume 161 1367 0 94 1150 0 397 275 0 36 159 0 Utilization Factor 0.04 0.23 0.00 0.03 0.19 0.00 0.22 0.07 0.00 0.02 0.04 0.00 Critical Factors 0.23 0.03 0.22 0.04 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :Rancho Santa Fe Road and La Costa Avenue Time : to North Approach Rancho Santa Fe Road Date : Day : Wednesday 3057 Total Name : Ken, Laurie 1244 1813 Subtotals 1 Sub -229 921 94 Sub - Totals totals totals Totals W E e 471 a s 1143 0 397 71 s t 672 156 88 195 t 119 36 1 468 A North A p 273 p p p r r 161 1344 23 La Costa Avenue 7 Subtotals 1082 1528 Total 2610 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 39 Intersection Location: Rancho Santa Fe Road & Olivenhain Road / Camino Alvaro Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Olivenhain Road/Camino AlvaroFile : 2008 Int #39E/W Street : Rancho Santa Fe RoadData Collected by : Raul, StephenCount Date : Day :Traffic Control :Signalized07/23/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 21001000011000421904501691130916:30 AM 1900703011000522408701921038706:45 AM 210124030610007744013202946060907:00 AM 410118050511308139010502623056417:15 AM 57013606011100753609502631357247:30 AM* 530038070741208640012003755173727:45 AM* 5801470507300011450013903156074508:00 AM* 1080046030541101295108802913072918:15 AM* 740154060754008339010503463072348:30 AM 820143060660001045908502467064508:45 AM 8700550407400110455011403265176219:00 AM 770050050630301646605702471226902Max. 15 min. 108 0 1 550707643116466013903751237624Pk. Hr. Vol. 293 0 2 185 0 21 0 26 16 6 3 0 412 180 0 452 0 1327 17 1 2934 77:15 AMPeakIntersection Traffic in Pk. Hr. = 2934 Peak Hr. Factor0.988:15 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 7201121050330001656004801572163714:00 PM 5501121060210111517508401988070404:15 PM 83021290202201121968044017410073704:30 PM 6201136030010102147004702026074304:45 PM 380086000110001696405301688158815:00 PM 800310201301200001957805501843072505:15 PM* 5104960702322018976064021510271945:30 PM* 51021201702201118590064020412174125:45 PM* 4604840130532021987206001976269046:00 PM* 6804104018014420019482085019211277646:15 PM 6802680150800012016604501888367036:30 PM 52018108083010228600490175726732Max. 15 min. 83 0 4 136 1 18 0 1442222289008502151237764Pk. Hr. Vol. 216 0 14 404 1 45 0 23 12 6 3 3 766 320 0 273 0 808 39 7 2926 145:00 PMPeakIntersection Traffic in Pk. Hr. = 2926 Peak Hr. Factor0.946:00 PMHourIntersection Pdstrns in Pk. Hr. = 14Wednesday Olivenhain Road/Camino Alvaro at Rancho Santa Fe Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1111 1 Config - (left) 2 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 011010111121 Capacity 0 2000 1800 0 2000 0 1800 2000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 293 2 185 21 26 16 3 412 180 377 1327 17 Adjusted Hourly Volume 0 295 185 0 63 0 3 412 180 377 1327 17 Utilization Factor 0.00 0.15 0.10 0.00 0.03 0.00 0.00 0.21 0.10 0.21 0.33 0.01 Critical Factors 0.15 0.00 0.21 0.21 ICU Ratio = 0.67 LOS = B Turning Movements at Intersection of :Olivenhain Road/Camino Alvaro and Rancho Santa Fe Road Time : to North Approach Olivenhain Road/Camino Alvaro Date : Day : Wednesday 85 Total Name : Raul, Stephen 63 22 Subtotals 0 Sub -16 26 21 Sub - Totals totals totals Totals W E e 1636 a s 2231 0 317s t 595 412 1327 1721 t 180 377 0 2339 A North A p 618 p p p r r 293 2 185 Rancho Santa Fe Road 0 Subtotals 583 480 Total 1063 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 8:15 AM 7:15 AM Olivenhain Road/Camino Alvaro at Rancho Santa Fe Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1111 1 Config - (left) 2 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 010010111121 Capacity 0 2000 0 0 2000 0 1800 2000 1800 1800 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 216 14 404 45 23 12 6 766 320 273 808 39 Adjusted Hourly Volume 0 230 404 0 80 0 6 766 320 273 808 39 Utilization Factor 0.00 0.12 0.00 0.00 0.04 0.00 0.00 0.38 0.18 0.15 0.20 0.02 Critical Factors 0.12 0.00 0.38 0.15 ICU Ratio = 0.75 LOS = C Turning Movements at Intersection of :Olivenhain Road/Camino Alvaro and Rancho Santa Fe Road Time : to North Approach Olivenhain Road/Camino Alvaro Date : Day : Wednesday 136 Total Name : Raul, Stephen 80 56 Subtotals 0 Sub - 12 23 45 Sub - Totals totals totals Totals W E e 1039 a s 2131 3 639s t 1092 766 808 1120 t 320 273 0 2335 A North A p 1215 p p p r r 216 14 404 Rancho Santa Fe Road 0 Subtotals 616 634 Total 1250 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 40 Intersection Location: Carlsbad Village Drive & State Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : State StreetFile : 2008 Int #40E/W Street : Carlsbad Village DriveData Collected by : Stephen, Chris W.Count Date :Day :Traffic Control :Signalized07/29/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 10001403001029021025326756:30 AM 103134010220021115026728186:45 AM 2000460222204121103816211297:00 AM 3032350252103312203764100117:15 AM 12031260951103113606115115177:30 AM 203111001050304120205916115427:45 AM 50103404322054555058154156148:00 AM 706239012425065341080115205148:15 AM* 50603110863504045206885163168:30 AM* 20612120752605833108799197168:45 AM* 70717501054305245205958160249:00 AM* 70455160645506412430104171024724Max. 15 min. 1207571601265606512560104171024724Pk. Hr. Vol. 21 0 23 7 17 44 0 31 20 14 19 0 214 23 17 8 0 318 39 32 767 808:00 AMPeakIntersection Traffic in Pk. Hr. = 767 Peak Hr. Factor0.789:00 AMHourIntersection Pdstrns in Pk. Hr. = 803:45 PM 703516210186316088315401081417283794:00 PM 707516190108176092513701101310289564:15 PM 8 0 13 5 2 15 0 11 8 5 13 0 111 10 19 8 0 121 17 20 340 464:30 PM 1306221701291040127617901231410342394:45 PM 11 0 7 8 11 24 0 23 6 19 11 0 109 13 9 4 0 86 19 7 321 465:00 PM 507732001911410097313701032210311305:15 PM* 10 0 15 7 11 27 0 18 5 7 13 0 146 10 10 6 0 129 15 4 401 325:30 PM* 8056136025716011744120120196365125:45 PM* 10010812170937301045171801592312369486:00 PM* 507562402961580941017701121218319566:15 PM 606931201131708772060125515284396:30 PM 6032112401312175011282760103142430879Max. 15 min. 13 0 15 9 16 36 0 29 12 31 13 0 146 13 27 18 0 159 23 24 401 79Pk. Hr. Vol. 33 0 37 26 30 104 0 81 21 30 30 0 461 29 48 43 0 520 69 40 1454 1485:00 PMPeakIntersection Traffic in Pk. Hr. = 1454 Peak Hr. Factor0.916:00 PMHourIntersection Pdstrns in Pk. Hr. = 148Tuesday State Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111111 1 urations 3 1 1 41111 5 6 Outside 7 Free-flow Lane Settings 010010120120 Capacity 0 2000 0 0 2000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 21 23 7 44 31 20 19 214 23 8 318 39 Adjusted Hourly Volume 0 51 0 0 95 0 19 237 0 8 357 0 Utilization Factor 0.00 0.03 0.00 0.00 0.05 0.00 0.01 0.06 0.00 0.00 0.09 0.00 Critical Factors 0.00 0.05 0.01 0.09 ICU Ratio = 0.25 LOS = A Turning Movements at Intersection of :State Street and Carlsbad Village Drive Time : to North Approach State Street Date : Day : Tuesday 176 Total Name : Stephen, Chris W.95 81 Subtotals 0 Sub -20 31 44 Sub - Totals totals totals Totals W E e 359 a s 615 0 19 39 s t 256 214 318 365 t 23 8 0 630 A North A p 265 p p p r r 21 23 7 Carlsbad Village Drive 0 Subtotals 62 51 Total 113 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 9:00 AM 8:00 AM State Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111111 1 urations 3 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 010010120120 Capacity 0 2000 0 0 2000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 33 37 26 104 81 21 30 461 29 43 520 69 Adjusted Hourly Volume 0 96 0 0 206 0 30 490 0 43 589 0 Utilization Factor 0.00 0.05 0.00 0.00 0.10 0.00 0.02 0.12 0.00 0.02 0.15 0.00 Critical Factors 0.00 0.10 0.02 0.15 ICU Ratio = 0.37 LOS = A Turning Movements at Intersection of :State Street and Carlsbad Village Drive Time : to North Approach State Street Date : Day : Tuesday 342 Total Name : Stephen, Chris W.206 136 Subtotals 0 Sub -21 81 104 Sub - Totals totals totals Totals W E e 574 a s 1094 0 30 69 s t 520 461 520 632 t 29 43 0 1223 A North A p 591 p p p r r 33 37 26 Carlsbad Village Drive 0 Subtotals 153 96 Total 249 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 41 Intersection Location: Carlsbad Village Drive & Harding Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Harding StreetFile : 2008 Int #41E/W Street : Carlsbad Village DriveData Collected by : Ken, LaurieCount Date :Day :Traffic Control :Signalized07/29/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 103501101102040414516219526:30 AM 204102170300204210105334213346:45 AM 30519123020140603367369117767:00 AM 106130120320216230134659019607:15 AM 20615120032030611117119411124637:30 AM 7071111904202059301168315022917:45 AM 50182412505200095201879917131728:00 AM 709211220510308196141112027133088:15 AM* 50810223081030944516710520230498:30 AM* 20138019033160833119512127131238:45 AM* 407142260703108846247119211322129:00 AM* 8015242320102401086230518227544211Max. 15 min. 8 0 18 24 2 3208336110896301118227544212Pk. Hr. Vol. 19 0 43 56 6 100 0 19 4 6 14 0 373 17 14 89 24 527 95 9 1380 358:00 AMPeakIntersection Traffic in Pk. Hr. = 1380 Peak Hr. Factor0.789:00 AMHourIntersection Pdstrns in Pk. Hr. = 353:45 PM 130171293907300020291236147251503114:00 PM 8 0 21 36 1 28 0 13 1 1 11 0 218 10 11 23 9 190 22 0 590 134:15 PM 1401231637073182170615306192312549244:30 PM 6018161041014306019369223198261552204:45 PM 100142123801205912046112811164332551205:00 PM* 12 0 23 35 1 57 0 14 4 1 10 0 214 6 7 36 6 165 36 6 618 155:15 PM* 50162834701230602221172613161221572115:30 PM* 401217148062021232113301016531457185:45 PM* 10022214350752512045112011214215581226:00 PM 7012261150032250154892710182223508256:15 PM 100142054307214118346198156262497146:30 PM 6 0 9 12 8 35 0 11 0 1 10 1 169 5 2 32 10 166 15 3 481 14Max. 15 min. 14 0 23 36 11 57 0 14 5 5 11 2 232 11 15 36 13 214 36 6 618 25Pk. Hr. Vol. 31 0 73 101 9 187 0 39 14 3 23 2 872 33 28 112 40 705 110 16 2342 564:45 PMPeakIntersection Traffic in Pk. Hr. = 2342 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 56Tuesday Harding Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111111 1 urations 3 1 1 41111 5 6 Outside 7 Free-flow Lane Settings 010010120120 Capacity 0 2000 0 0 2000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 19 43 56 100 19 4 14 373 17 113 527 95 Adjusted Hourly Volume 0 118 0 0 123 0 14 390 0 113 622 0 Utilization Factor 0.00 0.06 0.00 0.00 0.06 0.00 0.01 0.10 0.00 0.06 0.16 0.00 Critical Factors 0.00 0.06 0.01 0.16 ICU Ratio = 0.33 LOS = A Turning Movements at Intersection of :Harding Street and Carlsbad Village Drive Time : to North Approach Harding Street Date : Day : Tuesday 275 Total Name : Ken, Laurie 123 152 Subtotals 0 Sub -4 19 100 Sub - Totals totals totals Totals W E e 550 a s 954 0 14 95 s t 404 373 527 735 t 17 113 24 1288 A North A p 553 p p p r r 19 43 56 Carlsbad Village Drive 0 Subtotals 125 118 Total 243 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 9:00 AM 8:00 AM Harding Street at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111111 1 urations 3 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 010010120120 Capacity 0 2000 0 0 2000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 31 73 101 187 39 14 25 872 33 152 705 110 Adjusted Hourly Volume 0 205 0 0 240 0 25 905 0 152 815 0 Utilization Factor 0.00 0.10 0.00 0.00 0.12 0.00 0.01 0.23 0.00 0.08 0.20 0.00 Critical Factors 0.00 0.12 0.23 0.08 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :Harding Street and Carlsbad Village Drive Time : to North Approach Harding Street Date : Day : Tuesday 446 Total Name : Ken, Laurie 240 206 Subtotals 0 Sub -14 39 187 Sub - Totals totals totals Totals W E e 752 a s 1682 2 25 110 s t 930 872 705 967 t 33 152 40 2167 A North A p 1200 p p p r r 31 73 101 Carlsbad Village Drive 0 Subtotals 184 205 Total 389 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 42 Intersection Location: Poinsettia Lane & Aviara Parkway Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Aviara ParkwayFile : 2008 Int #42E/W Street : Poinsettia Lane Data Collected by : Billy, ReynaldCount Date :Day :Traffic Control :Signalized08/05/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 3405011191541201414000304013956:30 AM 3101410204701301314000324113516:45 AM 5702210208933202919000454022837:00 AM 410332040101104703628001514026807:15 AM 5603511001528042032190106416230937:30 AM 540352030271707105038110459135227:45 AM* 67 1 59 3 0 20 0 32 18 0 102 0 68 38 2 2 0 44 14 0 468 28:00 AM* 65049714019230133060510305715048618:15 AM* 46050108032200116062550206217047108:30 AM* 63055304029120114050481004217043718:45 AM 6604230703419090058620205625046409:00 AM 58 0 62 3 1 14 0 41 15 0 91 0 74 48 2 0 1 55 14 1 476 4Max. 15 min. 67 1 62 7 1 20 1 41 28 4 133 0 74 62 2 3 1 64 25 2 486 5Pk. Hr. Vol. 241 1 213 14 1 36 0 112 73 0 465 0 240 192 3 7 0 205 63 0 1862 47:30 AMPeakIntersection Traffic in Pk. Hr. = 1862 Peak Hr. Factor0.968:30 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 61 0 38 2 0 26 0 62 27 0 34 2 42 73 0 4 0 27 12 0 410 04:00 PM 73 0 49 5 0 16 0 54 42 0 32 0 29 80 0 0 0 33 11 0 424 04:15 PM 56 0 43 1 0 11 0 67 43 0 21 0 44 81 0 2 2 52 15 0 438 04:30 PM 58 0 43 2 0 13 0 72 62 1 27 0 47 79 0 2 0 46 13 0 464 14:45 PM 67 0 50 1 0 17 0 76 94 1 29 0 68 95 0 1 0 43 19 0 560 15:00 PM 63 0 47 2 0 20 0 69 72 1 28 0 75 60 0 1 0 47 18 0 502 15:15 PM* 68 0 52 1 0 14 0 100 104 2 30 1 73 80 0 2 1 66 5 0 597 25:30 PM* 78 0 32 2 0 20 0 90 110 0 43 1 88 92 0 0 0 63 18 0 637 05:45 PM* 64 0 39 2 0 23 0 85 94 2 34 1 85 115 2 1 0 80 10 0 633 46:00 PM* 71 0 51 5 0 18 0 71 72 0 27 0 71 70 0 1 0 51 16 0 524 06:15 PM 47 0 36 3 0 13 0 60 68 0 14 0 81 84 0 3 0 61 17 0 487 06:30 PM 410361090714512914275010511404161Max. 15 min. 78 0 52 5 0 26 0 100 110 2 43 2 88 115 2 4 2 80 19 0 637 4Pk. Hr. Vol. 281 0 174 10 0 75 0 346 380 4 134 3 317 357 2 4 1 260 49 0 2391 65:00 PMPeakIntersection Traffic in Pk. Hr. = 2391 Peak Hr. Factor0.946:00 PMHourIntersection Pdstrns in Pk. Hr. = 6Tuesday Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 411 1 51 6 Outside 7 Free-flow Lane Settings 220120212120 Capacity 3600 4000 0 1800 4000 0 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 242 213 14 36 112 73 465 240 192 7 205 63 Adjusted Hourly Volume 242 237 0 36 185 0 465 240 192 7 268 0 Utilization Factor 0.07 0.06 0.00 0.02 0.05 0.00 0.13 0.12 0.05 0.00 0.07 0.00 Critical Factors 0.07 0.05 0.13 0.07 ICU Ratio = 0.42 LOS = A Turning Movements at Intersection of :Aviara Parkway and Poinsettia Lane Time : to North Approach Aviara Parkway Date : Day : Tuesday 962 Total Name : Billy, Reynald 221 741 Subtotals 0 Sub -73 112 36 Sub - Totals totals totals Totals W E e 519 a s 1416 0 465 63 s t 897 240 205 275 t 192 7 0 565 A North A p 290 p p p r r 242 213 14 Poinsettia Lane 1 Subtotals 312 469 Total 781 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 8:30 AM 7:30 AM Aviara Parkway at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 11 1 5 1 6 Outside 7 Free-flow Lane Settings 220120212120 Capacity 3600 4000 0 1800 4000 0 3600 2000 3600 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 281 174 10 75 346 380 137 317 357 5 260 49 Adjusted Hourly Volume 281 184 0 75 726 0 137 317 357 5 309 0 Utilization Factor 0.08 0.05 0.00 0.04 0.18 0.00 0.04 0.16 0.10 0.00 0.08 0.00 Critical Factors 0.08 0.18 0.16 0.00 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :Aviara Parkway and Poinsettia Lane Time : to North Approach Aviara Parkway Date : Day : Tuesday 1158 Total Name : Billy, Reynald 801 357 Subtotals 0 Sub -380 346 75 Sub - Totals totals totals Totals W E e 924 a s 1735 3 137 49 s t 811 317 260 314 t 357 5 1 717 A North A p 403 p p p r r 281 174 10 Poinsettia Lane 0 Subtotals 707 465 Total 1172 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 43 Intersection Location: Poinsettia Lane & Paseo Del Norte/Lowder Lane Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Paseo Del Norte/Lowder LaneFile : 2008 Int #43E/W Street : Poinsettia Lane Data Collected by : Raul, RobertCount Date : Day :Traffic Control :Signalized08/05/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 20000100330503300001314120916:30 AM 40210001350805300001252123116:45 AM 600011004401407800001585030617:00 AM 8014140037012010081101549033827:15 AM 11012020047022010420002188341737:30 AM 40520701650330172201019710149917:45 AM 70210400670260217401022015256428:00 AM* 120210901580440249801021915061908:15 AM* 1003121002850460245422019016061448:30 AM* 50550602750290237660019723059068:45 AM* 1002111301790430207600022818060819:00 AM 12003070263147021441202121905852Max. 15 min. 120552130285147024986202282336196Pk. Hr. Vol. 37 0 12 8 3 38 0 6 297 0 162 0 938 24 8 3 0 834 72 0 2431 117:45 AMPeakIntersection Traffic in Pk. Hr. = 2431 Peak Hr. Factor0.988:45 AMHourIntersection Pdstrns in Pk. Hr. = 113:45 PM 80113171341081019674401719154084:00 PM 4011019044915701791300019418253934:15 PM 8036321036306611911011015924055644:30 PM 802511803620610217702020918061214:45 PM 3042328047208402311413022323169155:00 PM 8021012017009202351032023022168545:15 PM* 803442907750730247903029224077445:30 PM* 7032225036401050322832029320185465:45 PM* 6034130095809902891033027516180256:00 PM* 90032240065010002691931021321272476:15 PM 8033216066109602131004023426268046:30 PM 60230310260071024782301941636435Max. 15 min.9046431197511051322194402932638548Pk. Hr. Vol. 30 0 9 13 9 108 0 19 262 0 377 0 1127 46 9 9 0 1073 81 4 3154 225:00 PMPeakIntersection Traffic in Pk. Hr. = 3154 Peak Hr. Factor0.926:00 PMHourIntersection Pdstrns in Pk. Hr. = 22Tuesday Paseo Del Norte/Lowder Lane at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 41 51 6 Outside 7 Free-flow Lane Settings 110110221120 Capacity 1800 2000 0 1800 2000 0 3600 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 37 12 8 38 6 297 162 938 24 3 834 72 Adjusted Hourly Volume 37 20 0 38 303 0 162 938 24 3 906 0 Utilization Factor 0.02 0.01 0.00 0.02 0.15 0.00 0.05 0.23 0.01 0.00 0.23 0.00 Critical Factors 0.02 0.15 0.05 0.23 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of :Paseo Del Norte/Lowder Lane and Poinsettia Lane Time : to North Approach Paseo Del Norte/Lowder Lane Date : Day : Tuesday 587 Total Name : Raul, Robert 341 246 Subtotals 0 Sub -297 6 38 Sub - Totals totals totals Totals W E e 1168 a s 2292 0 162 72 s t 1124 938 834 909 t 24 3 0 1893 A North A p 984 p p p r r 37 12 8 Poinsettia Lane 0 Subtotals 33 57 Total 90 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 8:45 AM 7:45 AM Paseo Del Norte/Lowder Lane at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 110110221120 Capacity 1800 2000 0 1800 2000 0 3600 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 30 9 13 108 19 262 377 1127 46 9 1073 81 Adjusted Hourly Volume 30 22 0 108 281 0 377 1127 46 9 1154 0 Utilization Factor 0.02 0.01 0.00 0.06 0.14 0.00 0.10 0.28 0.03 0.01 0.29 0.00 Critical Factors 0.02 0.14 0.10 0.29 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of :Paseo Del Norte/Lowder Lane and Poinsettia Lane Time : to North Approach Paseo Del Norte/Lowder Lane Date : Day : Tuesday 856 Total Name : Raul, Robert 389 467 Subtotals 0 Sub -262 19 108 Sub - Totals totals totals Totals W E e 1365 a s 2915 0 377 81 s t 1550 1127 1073 1163 t 46 9 0 2411 A North A p 1248 p p p r r 30 9 13 Poinsettia Lane 0 Subtotals 74 52 Total 126 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 44 Intersection Location: Poinsettia Lane & Avenida Encinas Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Avenida EncinasFile : 2008 Int #44E/W Street : Poinsettia Lane Data Collected by : Robert, StephenCount Date : Day :Traffic Control :Signalized08/06/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 407190703000011001702227311736:30 AM 004330200200109002402313612966:45 AM 105251120710007513602446516977:00 AM 50104101701121108003803156422057:15 AM 80123422006205019833603559324487:30 AM 70146202704200018715103744427357:45 AM 40964025012201021826502662229948:00 AM 40136604009801019215704258231938:15 AM* 50876144097230231015104632131458:30 AM* 8076402305705020837704850132248:45 AM* 1801466043018819036704407534237239:00 AM* 9 0 10 71 0 42 0 16 10 0 2 0 23 7 3 71 0 68 58 3 387 6Max. 15 min. 18 0 14 76 2 44 0 18 10 2 9 0 36 10 3 77 0 75 62 6 387 8Pk. Hr. Vol. 40 0 39 277 1 152 0 48 32 3 19 0 102 32 7 243 0 237 174 7 1395 188:00 AMPeakIntersection Traffic in Pk. Hr. = 1395 Peak Hr. Factor0.909:00 AMHourIntersection Pdstrns in Pk. Hr. = 183:45 PM 2201712724101652904122011003125246664:00 PM 19 0 19 122 0 32 0 23 7 2 14 0 53 17 0 93 0 35 44 0 478 24:15 PM 13 0 19 106 4 37 0 20 14 0 11 0 34 21 0 93 0 28 33 0 429 44:30 PM 13 0 15 112 2 30 0 14 11 0 9 0 60 16 1 118 1 41 45 1 485 44:45 PM 21 1 18 118 5 69 0 32 12 2 7 0 45 17 7 122 0 44 38 1 544 155:00 PM 20 0 24 108 4 32 0 31 6 4 12 0 33 11 6 128 0 40 54 1 499 155:15 PM 14 0 18 132 0 37 0 21 8 6 24 0 34 20 0 78 0 54 27 2 467 85:30 PM 23 0 18 118 10 74 0 24 13 1 5 0 37 20 2 88 0 60 60 3 540 165:45 PM* 15024136339014935044153110077571545106:00 PM* 13 0 16 92 0 56 0 34 9 4 13 0 42 13 5 110 0 66 41 2 505 116:15 PM* 16 0 24 102 8 45 0 27 14 1 11 0 47 11 3 94 0 54 48 20 493 326:30 PM* 24 0 31 119 12 59 0 35 10 4 8 0 52 12 6 112 0 50 57 0 569 22Max. 15 min. 24 1 31 136 12 74 0 35 14 6 24 0 60 22 7 128 1 77 60 20 569 32Pk. Hr. Vol. 68 0 95 449 23 199 0 110 42 12 37 0 185 51 17 426 0 247 203 23 2112 755:30 PMPeakIntersection Traffic in Pk. Hr. = 2112 Peak Hr. Factor0.936:30 PMHourIntersection Pdstrns in Pk. Hr. = 75Wednesday Avenida Encinas at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4111 5 1 6 Outside 7 Free-flow Lane Settings 111111130221 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 40 39 277 152 48 32 19 102 32 243 237 174 Adjusted Hourly Volume 40 39 277 152 48 32 19 134 0 243 237 174 Utilization Factor 0.02 0.02 0.15 0.08 0.02 0.02 0.01 0.02 0.00 0.07 0.06 0.10 Critical Factors 0.15 0.08 0.01 0.10 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :Avenida Encinas and Poinsettia Lane Time : to North Approach Avenida Encinas Date : Day : Wednesday 464 Total Name : Robert, Stephen 232 232 Subtotals 0 Sub -32 48 152 Sub - Totals totals totals Totals W E e 309 a s 462 0 19 174 s t 153 102 237 654 t 32 243 0 1185 A North A p 531 p p p r r 40 39 277 Poinsettia Lane 0 Subtotals 323 356 Total 679 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 9:00 AM 8:00 AM Avenida Encinas at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:30 PM to 6:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 11 1 5 1 6 Outside 7 Free-flow Lane Settings 111111130221 Capacity 1800 2000 1800 1800 2000 1800 1800 6000 0 3600 4000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 68 95 449 199 110 42 37 185 51 426 247 203 Adjusted Hourly Volume 68 95 449 199 110 42 37 236 0 426 247 203 Utilization Factor 0.04 0.05 0.25 0.11 0.06 0.02 0.02 0.04 0.00 0.12 0.06 0.11 Critical Factors 0.25 0.11 0.04 0.12 ICU Ratio = 0.62 LOS = B Turning Movements at Intersection of :Avenida Encinas and Poinsettia Lane Time : to North Approach Avenida Encinas Date : Day : Wednesday 686 Total Name : Robert, Stephen 351 335 Subtotals 0 Sub -42 110 199 Sub - Totals totals totals Totals W E e 357 a s 630 0 37 203 s t 273 185 247 876 t 51 426 0 1709 A North A p 833 p p p r r 68 95 449 Poinsettia Lane 0 Subtotals 587 612 Total 1199 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 6:30 PM 5:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 45 Intersection Location: Alga Road & Melrose Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Melrose DriveFile : 2008 Int #45E/W Street : Alga RoadData Collected by : Erin, RichardCount Date : Day :Traffic Control :Signalized07/23/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 196312000401205002400003014206:30 AM 29538000056754012502020016956:45 AM 346761000922107002903042127517:00 AM 601375102010817114103500041033117:15 AM 5548400007621017014706020031307:30 AM 509115020011331124004932021139677:45 AM* 828149131111042028016801041249758:00 AM* 635179010211129033016704042050018:15 AM* 8510150001012036025016305061050308:30 AM* 704124012111431023114702053142828:45 AM 673109001011225225046400072141939:00 AM 6721390020913412700690405204421Max. 15 min. 85 13 17923221204253314693607325037Pk. Hr. Vol. 300 27 6021544455138010914245012019731928 87:30 AMPeakIntersection Traffic in Pk. Hr. = 1928 Peak Hr. Factor0.968:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 645106112110819035047103032142424:00 PM 62198102011320032018003001041404:15 PM 686115102011626031007106120044504:30 PM 686101100012119036067002010043104:45 PM 634112103014433038059510020050015:00 PM 66387102015728032178611020047315:15 PM* 69599201117330035039712000051715:30 PM* 8811032031187281340612101011057715:45 PM* 702105522017628048058201022052826:00 PM* 72783104015434034059903011049806:15 PM 76476101013522226039303002044226:30 PM 58673024010323050010670000203962Max. 15 min. 88 7 1155241187342501101211613215772Pk. Hr. Vol. 299 15 390 10 2 10 2 690 120 1 151 0 19 3991704402120 45:00 PMPeakIntersection Traffic in Pk. Hr. = 2120 Peak Hr. Factor0.926:00 PMHourIntersection Pdstrns in Pk. Hr. = 4Wednesday Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 130130111110 Capacity 1800 6000 0 1800 6000 0 1800 1000 2800 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 327 602 1 8 455 138 110 4 245 12 19 7 Adjusted Hourly Volume 327 603 0 8 593 0 110 4 245 12 26 0 Utilization Factor 0.18 0.10 0.00 0.00 0.10 0.00 0.06 0.00 0.09 0.01 0.01 0.00 Critical Factors 0.18 0.10 0.09 0.01 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Wednesday 1323 Total Name : Erin, Richard 601 722 Subtotals 4 Sub -138 455 8 Sub - Totals totals totals Totals W E e 458 a s 817 1 110 7 s t 359 4 19 38 t 245 12 0 47 A North A p 9p p p r r 327 602 1 Alga Road 27 Subtotals 739 930 Total 1669 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 8:30 AM 7:30 AM Melrose Drive at Alga Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 130130111110 Capacity 1800 6000 0 1800 6000 0 1800 1000 2800 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 314 390 10 12 690 120 151 19 399 7 4 4 Adjusted Hourly Volume 314 400 0 12 810 0 151 19 399 11 8 0 Utilization Factor 0.17 0.07 0.00 0.01 0.14 0.00 0.08 0.02 0.14 0.01 0.00 0.00 Critical Factors 0.17 0.14 0.14 0.01 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :Melrose Drive and Alga Road Time : to North Approach Melrose Drive Date : Day : Wednesday 1369 Total Name : Erin, Richard 822 547 Subtotals 2 Sub -120 690 12 Sub - Totals totals totals Totals W E e 423 a s 992 0 151 4 s t 569 19 4 15 t 399 7 0 54 A North A p 39 p p p r r 314 390 10 Alga Road 15 Subtotals 1111 714 Total 1825 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 46 Intersection Location: Alga Road & El Fuerte Street Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : El Fuerte StreetFile : 2008 Int #46E/W Street : Alga RoadData Collected by : Andrew, RobertCount Date :Day :Traffic Control :Signalized07/23/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 101503001402017005230508506:30 AM 10350300801014104242008406:45 AM 30510220191202503173553013567:00 AM 806121302142202810213664117047:15 AM 403120602132204312145729018647:30 AM 106160102100603600101704016307:45 AM* 301319050315070554014111311026308:00 AM* 6011170903161705911136953024628:15 AM* 9092009032104052502711118027908:30 AM* 2 0 12 15 0 12 0 3 13 0 3 0 42 2 1 18 1 89 7 0 219 18:45 AM 109150804130805420130824021309:00 AM 40640100411260560216073301934Max. 15 min. 9 0 13 20 2 12 0 4 21 2 8 0 59 5 3 27 6 113 11 1 279 6Pk. Hr. Vol. 20 0 45 71 0 35 0 12 65 1 21 0 208 12 2 72 9 408 29 0 1007 37:30 AMPeakIntersection Traffic in Pk. Hr. = 1007 Peak Hr. Factor0.908:30 AMHourIntersection Pdstrns in Pk. Hr. = 33:45 PM 302170501110808270110595021104:00 PM 30315050113190871080633021114:15 PM 503705071701209340142605023404:30 PM 30490604901101055050684023304:45 PM 505809036011012990130529025905:00 PM 10111011061202001018070414022305:15 PM* 00011070860150118110111722026205:30 PM* 0 0 3 13 0 12 0 6 13 0 19 0 144 11 1 21 0 84 4 0 330 15:45 PM* 40011012068018012040170723027506:00 PM* 4 0 4 16 0 7 0 10 11 1 24 1 139 5 3 21 0 85 5 0 332 46:15 PM 1016070121116012750141556025216:30 PM 1031101002801001075018049802320Max. 15 min. 5 0 5 17 0 12 0 12 17 1 24 1 144 11 3 21 2 85 9 0 332 4Pk. Hr. Vol. 8 0 7 51 0 38 0 30 38 1 76 1 521 31 4 70 1 313 14 0 1199 55:00 PMPeakIntersection Traffic in Pk. Hr. = 1199 Peak Hr. Factor0.906:00 PMHourIntersection Pdstrns in Pk. Hr. = 5Wednesday El Fuerte Street at Alga Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1111 urations 3 1 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 111111120120 Capacity 1800 2000 1800 1800 2000 1800 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 20 45 71 35 12 65 21 208 12 81 408 29 Adjusted Hourly Volume 20 45 71 35 12 65 21 220 0 81 437 0 Utilization Factor 0.01 0.00 0.04 0.02 0.01 0.04 0.01 0.06 0.00 0.05 0.11 0.00 Critical Factors 0.00 0.02 0.01 0.11 ICU Ratio = 0.24 LOS = A Turning Movements at Intersection of :El Fuerte Street and Alga Road Time : to North Approach El Fuerte Street Date : Day : Wednesday 207 Total Name : Andrew, Robert 112 95 Subtotals 0 Sub -65 12 35 Sub - Totals totals totals Totals W E e 493 a s 734 0 21 29 s t 241 208 408 518 t 12 81 9 841 A North A p 323 p p p r r 20 45 71 Alga Road 0 Subtotals 96 136 Total 232 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 8:30 AM 7:30 AM El Fuerte Street at Alga Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 111111120120 Capacity 1800 2000 1800 1800 2000 1800 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 8 7 51 38 30 38 77 521 31 71 313 14 Adjusted Hourly Volume 8 7 51 38 30 38 77 552 0 71 327 0 Utilization Factor 0.00 0.00 0.03 0.02 0.02 0.02 0.04 0.14 0.00 0.04 0.08 0.00 Critical Factors 0.00 0.02 0.14 0.04 ICU Ratio = 0.30 LOS = A Turning Movements at Intersection of :El Fuerte Street and Alga Road Time : to North Approach El Fuerte Street Date : Day : Wednesday 203 Total Name : Andrew, Robert 106 97 Subtotals 0 Sub -38 30 38 Sub - Totals totals totals Totals W E e 360 a s 989 1 77 14 s t 629 521 313 398 t 31 71 1 1009 A North A p 611 p p p r r 8751 Alga Road 0 Subtotals 131 66 Total 197 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/23/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 47 Intersection Location: Jefferson Street & Marron Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of : N/S Street : Marron RoadFile : 2008 Int #47E/W Street : Jefferson StreetData Collected by : Laurie, StephenCount Date : Day : Traffic Control : Signalized07/15/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 2080030416040000000003706:30 AM 4 0 100020736040110000306806:45 AM 3 0 17103014532601200013010427:00 AM 3 0 16 0 0 10 0 22 67 0 11 0 1 14 0 0 0 1 1 0 146 07:15 AM 13 0 25007027750500200002015607:30 AM 9 0 22018032821800100001016327:45 AM * 15 0 29 0 0 12 0 44 98 1 1705000003022318:00 AM * 5 0 34 3 0 15 0 45 110 0 1305500003023808:15 AM * 12 0 25 0 0 13 0 35 98 0 1603701003021308:30 AM * 13 0 38 0 0 14 0 21 69 0 14 0 8 11 1 0 0 1 3 0 192 18:45 AM 8 0 22 0 0 16 0 41 59 0 2201301016018009:00 AM 13 0 39 0 0 32 1 45 66 0 220980001802440Max. 15 min. 15 0 39 3 1 32 1 45 110 2 22 0 9 14 1 1 0 1 8 0 244 2Pk. Hr. Vol. 45 0 126 3 0 54 0 145 375 1 60 0 21 23 1 1 0 1 12 0 866 27:30 AM PeakIntersection Traffic in Pk. Hr. = 866 Peak Hr. Factor0.918:30 AM Hour Intersection Pdstrns in Pk. Hr. = 23:45 PM 21 0 95 4 0 82 0 83 46 0 52 0 20 11 0 4 0 10 70 0 498 04:00 PM 25 0 122 1 2 63 0 104 61 2 46 0 18 19 2 1 0 5 62 0 527 64:15 PM 26 0 85 0 0 81 0 88 48 0 53 0 13 13 0 1 0 11 81 0 500 04:30 PM 18 1 100 2 5 86 0 110 61 7 51 0 12 22 3 1 0 10 62 1 536 164:45 PM 34 0 89 4 0 68 0 94 65 1 51 0 15 16 1 1 0 19 69 1 525 35:00 PM * 17 0 121 1 0 91 1 105 61 1 55 0 17 25 1 0 0 16 88 1 598 35:15 PM * 31 0 131 2 0 69 0 91 50 3 71 0 17 16 2 3 0 9 73 1 563 65:30 PM * 24 0 113 1 0 84 0 96 47 1 66 0 19 19 0 2 0 11 79 0 561 15:45 PM * 26 1 94 2 0 106 0 121 42 0 44 0 14 18 1 2 0 9 82 0 561 16:00 PM 19 0 95 3 0 87 0 96 45 0 51 0 10 18 1 1 0 10 69 0 504 16:15 PM 19 0 95 1 0 64 1 97 46 0 45 0 9 19 0 0 0 10 90 0 496 06:30 PM 21 0 81 0 0 55 1 100 43 0 33 0 6 13 0 3 0 7 62 0 425 0Max. 15 min. 34 1 131 4 5 106 1 121 65 7 71 0 20 25 3 4 0 19 90 1 598 16Pk. Hr. Vol. 98 1 459 6 0 350 1 413 200 5 236 0 67 78 4 7 0 45 322 2 2283 114:45 PM PeakIntersection Traffic in Pk. Hr. = 2283 Peak Hr. Factor0.955:45 PM Hour Intersection Pdstrns in Pk. Hr. = 11Tuesday Marron Road at Jefferson Street Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 41 51 6 Outside 7 Free-flow Lane Settings 120221110111 Capacity 1800 4000 0 3600 4000 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 45 126 3 54 145 375 60 21 23 1 1 12 Adjusted Hourly Volume 45 129 0 54 145 375 60 44 0 1 1 12 Utilization Factor 0.03 0.03 0.00 0.02 0.04 0.21 0.03 0.02 0.00 0.00 0.00 0.01 Critical Factors 0.03 0.21 0.03 0.01 ICU Ratio = 0.38 LOS = A Turning Movements at Intersection of :Marron Road and Jefferson Street Time : to North Approach Marron Road Date : Day : Tuesday 772 Total Name : Laurie, Stephen 574 198 Subtotals 0 Sub -375 145 54 Sub - Totals totals totals Totals W E e 421 a s 525 0 60 12 s t 104 21 1 14 t 23 1 0 92 A North A p 78 p p p r r 45 126 3 Jefferson Street 0 Subtotals 169 174 Total 343 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 8:30 AM 7:30 AM Marron Road at Jefferson Street Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 120221110111 Capacity 1800 4000 0 3600 4000 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 99 459 6 351 413 200 236 67 78 7 45 322 Adjusted Hourly Volume 99 465 0 351 413 200 236 145 0 7 45 322 Utilization Factor 0.06 0.12 0.00 0.10 0.10 0.11 0.13 0.07 0.00 0.00 0.02 0.18 Critical Factors 0.12 0.10 0.13 0.18 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :Marron Road and Jefferson Street Time : to North Approach Marron Road Date : Day : Tuesday 1982 Total Name : Laurie, Stephen 964 1018 Subtotals 1 Sub -200 413 351 Sub - Totals totals totals Totals W E e 343 a s 724 0 236 322 s t 381 67 45 374 t 78 7 0 797 A North A p 423 p p p r r 99 459 6 Jefferson Street 1 Subtotals 499 564 Total 1063 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 48 Intersection Location: Monroe Street & Marron Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Monroe StreetFile : 2008 Int #48E/W Street : Marron RoadData Collected by : Renald, RexxCount Date : Day :Traffic Control :Signalized07/15/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 602214011020410102423036:30 AM 404302014020640406304306:45 AM 1001211004030760607004717:00 AM 13026010420609310904509207:15 AM 1404744022040621211022229987:30 AM 16061110241101618013010209027:45 AM 1904133202204011280210190112548:00 AM 230790109503020260130124013208:15 AM* 240414050230402615070162012208:30 AM* 2103801013020191101402310011608:45 AM* 14068070340502113012094010609:00 AM* 2208140301904028220180151201560Max. 15 min. 24 0 8 144709916028312210231221568Pk. Hr. Vol. 81 0 21 44 0 16 0 7 19 0 15 0 94 61 0 51 0 63 28 0 500 08:00 AMPeakIntersection Traffic in Pk. Hr. = 500 Peak Hr. Factor0.809:00 AMHourIntersection Pdstrns in Pk. Hr. = 03:45 PM 21 0 10 27 1 19 0 15 33 0 15 0 59 21 0 23 0 54 15 0 312 14:00 PM 38 0 18 24 0 22 0 15 29 0 26 0 56 32 0 20 0 65 21 0 366 04:15 PM 26 0 8 19 4 20 0 20 22 0 21 0 67 27 4 20 0 65 25 4 340 124:30 PM* 26 0 17 29 1 21 0 29 16 0 23 0 80 37 0 18 0 66 23 1 385 24:45 PM* 25 0 14 25 0 24 0 10 17 0 15 0 68 39 0 15 0 68 29 0 349 05:00 PM* 30 0 19 20 4 18 0 18 24 0 24 0 62 43 0 13 0 78 26 0 375 45:15 PM* 34 0 14 23 7 31 0 16 24 0 21 0 57 29 4 26 0 87 23 0 385 115:30 PM 30 0 22 17 1 21 0 14 22 1 26 0 60 33 0 25 0 71 26 0 367 25:45 PM 23 0 12 14 2 9 0 13 29 0 17 0 75 43 0 17 0 77 23 0 352 26:00 PM 26 0 16 17 0 22 0 11 27 0 31 0 71 27 2 23 0 65 33 0 369 26:15 PM 16 0 16 15 0 23 0 15 30 0 26 0 56 26 0 22 0 60 26 0 331 06:30 PM 18 0 9 14 1 15 0 10 29 0 21 0 60 25 0 18 0 57 26 1 302 2Max. 15 min. 38 0 22 29 7 31 0 29 33 1 31 0 80 43 4 26 0 87 33 4 385 12Pk. Hr. Vol. 115 0 64 97 12 94 0 73 81 0 83 0 267 148 4 72 0 299 101 1 1494 174:15 PMPeakIntersection Traffic in Pk. Hr. = 1494 Peak Hr. Factor0.975:15 PMHourIntersection Pdstrns in Pk. Hr. = 17Tuesday Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1111 urations 3 1111 411111111 5 6 Outside 7 Free-flow Lane Settings 120120120120 Capacity 1800 4000 0 1800 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 81 21 44 16 7 19 15 94 61 51 63 28 Adjusted Hourly Volume 81 65 0 16 26 0 15 155 0 51 91 0 Utilization Factor 0.05 0.02 0.00 0.01 0.01 0.00 0.01 0.04 0.00 0.03 0.02 0.00 Critical Factors 0.05 0.01 0.04 0.03 ICU Ratio = 0.23 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 106 Total Name : Renald, Rexx 42 64 Subtotals 0 Sub -19 7 16 Sub - Totals totals totals Totals W E e 163 a s 333 0 15 28 s t 170 94 63 142 t 61 51 0 296 A North A p 154 p p p r r 81 21 44 Marron Road 0 Subtotals 119 146 Total 265 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 9:00 AM 8:00 AM Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:15 PM to 5:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 11 11 11 11 5 6 Outside 7 Free-flow Lane Settings 120120120120 Capacity 1800 4000 0 1800 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 115 64 97 94 73 81 83 267 148 72 299 101 Adjusted Hourly Volume 115 161 0 94 154 0 83 415 0 72 400 0 Utilization Factor 0.06 0.04 0.00 0.05 0.04 0.00 0.05 0.10 0.00 0.04 0.10 0.00 Critical Factors 0.06 0.04 0.05 0.10 ICU Ratio = 0.35 LOS = A Turning Movements at Intersection of :Monroe Street and Marron Road Time : to North Approach Monroe Street Date : Day : Tuesday 496 Total Name : Renald, Rexx 248 248 Subtotals 0 Sub -81 73 94 Sub - Totals totals totals Totals W E e 495 a s 993 0 83 101 s t 498 267 299 472 t 148 72 0 930 A North A p 458 p p p r r 115 64 97 Marron Road 0 Subtotals 293 276 Total 569 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/15/08 5:15 PM 4:15 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 49 Intersection Location: Cannon Road & Paseo Del Norte Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : Paseo Del NorteFile : 2008 Int #49E/W Street : Cannon RoadData Collected by : Lorenzo, RenaldCount Date :Day :Traffic Control :Signalized07/31/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 6000000000005512030760015206:30 AM 8002000000008727170860021716:45 AM 1200200000000150472601030032027:00 AM 6006000000002107002101140042707:15 AM 11003000000001747131701150039137:30 AM 181010000000002079412301040045717:45 AM* 270015000000002617122201420053828:00 AM* 170014000000004339112701350071718:15 AM* 382020000000002728311901230055718:30 AM* 280017000000002476102801430052408:45 AM 280031000000002166701401140047009:00 AM 38102100000000194790170111004610Max. 15 min. 38 2 0 3100000000433943280143007173Pk. Hr. Vol. 110 2 0 66000000001213 306 4 96 0 543 0 0 2336 47:30 AMPeakIntersection Traffic in Pk. Hr. = 2336 Peak Hr. Factor0.818:30 AMHourIntersection Pdstrns in Pk. Hr. = 43:45 PM 921039000000001457811602810065214:00 PM 1080032000000001457611702070058514:15 PM 1100045000000001895302213070072704:30 PM 841045000000001606231502140058134:45 PM* 1031050000000001806102703130073505:00 PM* 1111052000000001597411102960070415:15 PM* 1230042000000001805822804120084325:30 PM* 1070038000000001356812503450071815:45 PM 990021000000001216403203080064506:00 PM 970030000000001495112302540060416:15 PM 1130027000000001304801502650059806:30 PM 71102300000000130430150202004850Max. 15 min. 123 1 0 5200000000189783321412008433Pk. Hr. Vol. 444 2 0 1820000000065426149101366 0 0 3000 44:30 PMPeakIntersection Traffic in Pk. Hr. = 3000 Peak Hr. Factor0.895:30 PMHourIntersection Pdstrns in Pk. Hr. = 4Thursday Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 201000020130 Capacity 3600 0 1800 00004000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 112 0 66 00001213 306 96 543 0 Adjusted Hourly Volume 112 0 66 00001519 0 96 543 0 Utilization Factor 0.03 0.00 0.04 0.00 0.00 0.00 0.00 0.38 0.00 0.05 0.09 0.00 Critical Factors 0.04 0.00 0.38 0.05 ICU Ratio = 0.57 LOS = A Turning Movements at Intersection of :Paseo Del Norte and Cannon Road Time : to North Approach Paseo Del Norte Date : Day : Thursday 0 Total Name : Lorenzo, Renald 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 653 a s 2172 0 00s t 1519 1213 543 639 t 306 96 0 1918 A North A p 1279 p p p r r 112 0 66 Cannon Road 2 Subtotals 404 178 Total 582 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 8:30 AM 7:30 AM Paseo Del Norte at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4 11 1 5 6 Outside 7 Free-flow Lane Settings 201000020130 Capacity 3600 0 1800 00004000 0 1800 6000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 446 0 182 0000654261911366 0 Adjusted Hourly Volume 446 0 182 00009150911366 0 Utilization Factor 0.12 0.00 0.10 0.00 0.00 0.00 0.00 0.23 0.00 0.05 0.23 0.00 Critical Factors 0.12 0.00 0.00 0.23 0.05 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :Paseo Del Norte and Cannon Road Time : to North Approach Paseo Del Norte Date : Day : Thursday 0 Total Name : Lorenzo, Renald 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1810 a s 2725 0 00s t 915 654 1366 1457 t 261 91 0 2293 A North A p 836 p p p r r 446 0 182 Cannon Road 2 Subtotals 354 628 Total 982 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 50 Intersection Location: Cannon Road & LEGOLAND Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : LEGOLAND DriveFile : 2008 Int #50E/W Street : Cannon RoadData Collected by : Billy, ChrisCount Date : Day :Traffic Control :Signalized07/31/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 00040000000035120120840114716:30 AM 00020000000059180210890018906:45 AM 300600000000764504201020027407:00 AM 400200000000898107501390039007:15 AM 600500000000955203001390132717:30 AM 2005000000001284705701340037307:45 AM* 6009000000001428604901640045608:00 AM* 600150000000019418909401610065908:15 AM* 100010000000001648503201450044608:30 AM* 7005000000001664903701340039808:45 AM 13006000000001443903401170035309:00 AM 800900000000147570180119003580Max. 15 min. 13 0 0 15000000001941890940164016591Pk. Hr. Vol. 29 0 0 390000000066640902120604001959 07:30 AMPeakIntersection Traffic in Pk. Hr. = 1959 Peak Hr. Factor0.748:30 AMHourIntersection Pdstrns in Pk. Hr. = 03:45 PM 128005100000000141360801200048404:00 PM 750037300000001312101801820346464:15 PM 1140046000000001521701001220046104:30 PM 1260047000000001642101901650054204:45 PM 1180040000000001762501701470052305:00 PM* 1520051000000001382501611920057505:15 PM* 1380066000000002163901901930067105:30 PM* 1690067000000001661812102550069615:45 PM* 1430050000000001151001402110054306:00 PM 1000030000000001541501411880050206:15 PM 94002400000000113200801800043906:30 PM 104003000000000105170190129004040Max. 15 min. 169 0 0 6730000000216391211255036966Pk. Hr. Vol. 602 0 0 23400000000635921701851002485 14:45 PMPeakIntersection Traffic in Pk. Hr. = 2485 Peak Hr. Factor0.895:45 PMHourIntersection Pdstrns in Pk. Hr. = 1Thursday LEGOLAND Drive at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 411 51 6 Outside 7 Free-flow Lane Settings 201000021220 Capacity 3600 0 1800 00004000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 29 0 39 00006664092126040 Adjusted Hourly Volume 29 0 39 00006664092126040 Utilization Factor 0.01 0.00 0.02 0.00 0.00 0.00 0.00 0.17 0.23 0.06 0.15 0.00 Critical Factors 0.02 0.00 0.23 0.06 ICU Ratio = 0.41 LOS = A Turning Movements at Intersection of :LEGOLAND Drive and Cannon Road Time : to North Approach LEGOLAND Drive Date : Day : Thursday 0 Total Name : Billy, Chris 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 633 a s 1708 0 00s t 1075 666 604 816 t 409 212 0 1521 A North A p 705 p p p r r 29 0 39 Cannon Road 0 Subtotals 621 68 Total 689 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 8:30 AM 7:30 AM LEGOLAND Drive at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 urations 3 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow Lane Settings 201000021220 Capacity 3600 0 1800 00004000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 602 0 234 000063592718510 Adjusted Hourly Volume 602 0 234 000063592718510 Utilization Factor 0.17 0.00 0.13 0.00 0.00 0.00 0.00 0.16 0.05 0.02 0.21 0.00 Critical Factors 0.17 0.00 0.00 0.00 0.21 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :LEGOLAND Drive and Cannon Road Time : to North Approach LEGOLAND Drive Date : Day : Thursday 0 Total Name : Billy, Chris 0 0 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1453 a s 2180 0 00s t 727 635 851 922 t 92 71 1 1792 A North A p 870 p p p r r 602 0 234 Cannon Road 0 Subtotals 162 836 Total 998 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 51 Intersection Location: College Boulevard & Tamarack Avenue (S) Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : College BoulevardFile : 2008 Int #51E/W Street : Tamarack Avenue (S)Data Collected by : Renald, RexxCount Date : Day :Traffic Control :Signalized07/16/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 004411001274111011203013020726:30 AM 0047122019423701917011127276:45 AM 00670200232121300724002032667:00 AM 30691020267201300828003037627:15 AM 1010443002206216001017005137377:30 AM* 1194021024752330040180010041447:45 AM* 001374010357712700194260010358888:00 AM* 3115360502591302102140150012050408:15 AM* 1112881502191311901144150010343498:30 AM 5011431402024120001008007037728:45 AM 4013760301891021601160140110040729:00 AM 40140306021210018021308031144304Max. 15 min. 5 1 1538360357133330219426031245889Pk. Hr. Vol. 5 3 512 18 3 12 0 1082 38 4 100 0 3 51 8 74 0 0 42 6 1940 217:15 AMPeakIntersection Traffic in Pk. Hr. = 1940 Peak Hr. Factor0.828:15 AMHourIntersection Pdstrns in Pk. Hr. = 213:45 PM 9024710020176120600106012047204:00 PM 50265120701281751905407002047154:15 PM 20257110101421801001208000045204:30 PM 14029270811691521601408015054124:45 PM 90301704016617014023016019054905:00 PM* 141334101901702401111109025059215:15 PM* 7031016013013430217053090210055625:30 PM* 1703731108015126015006013003062305:45 PM* 1202952002018630028012013026059706:00 PM 902551601301442801100407002048906:15 PM 130225172801342501310605009045626:30 PM 16021014170151231210080400704612Max. 15 min. 17 1 373 20 2 13 1 186 30 5 28158016021006235Pk. Hr. Vol. 50 1 1312 57 1 32 0 641 110 2 71 1 7 12 0 44 0 6 24 0 2368 34:45 PMPeakIntersection Traffic in Pk. Hr. = 2368 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 3Wednesday College Boulevard at Tamarack Avenue (S) Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 111111 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120010010 Capacity 1800 4000 0 1800 4000 0 0 2000 0 0 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 8 512 18 12 1082 38 100 3 51 74 0 42 Adjusted Hourly Volume 8 530 0 13 1120 0 0 54 0 0 116 0 Utilization Factor 0.00 0.13 0.00 0.01 0.28 0.00 0.00 0.03 0.00 0.00 0.06 0.00 Critical Factors 0.00 0.28 0.00 0.06 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :College Boulevard and Tamarack Avenue (S) Time : to North Approach College Boulevard Date : Day : Wednesday 1786 Total Name : Renald, Rexx 1132 654 Subtotals 0 Sub -38 1082 12 Sub - Totals totals totals Totals W E e43 a s 197 0 100 42 s t 154 3 0 116 t 51 74 0 149 A North A p 33 p p p r r 8 512 18 Tamarack Avenue (S) 3 Subtotals 1210 538 Total 1748 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/08 8:15 AM 7:15 AM College Boulevard at Tamarack Avenue (S) Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 111111 Config - (left) 2 1 1 urations 3 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120010010 Capacity 1800 4000 0 1800 4000 0 0 2000 0 0 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 51 1312 57 32 641 110 72 7 12 44 6 24 Adjusted Hourly Volume 51 1369 0 32 751 0 0 91 0 0 74 0 Utilization Factor 0.03 0.34 0.00 0.02 0.19 0.00 0.00 0.05 0.00 0.00 0.04 0.00 Critical Factors 0.34 0.02 0.05 0.00 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :College Boulevard and Tamarack Avenue (S) Time : to North Approach College Boulevard Date : Day : Wednesday 2190 Total Name : Renald, Rexx 783 1407 Subtotals 0 Sub - 110 641 32 Sub - Totals totals totals Totals W E e 167 a s 258 1 72 24 s t917 674t 12 44 0 170 A North A p 96 p p p r r 51 1312 57 Tamarack Avenue (S) 1 Subtotals 698 1420 Total 2118 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 52 Intersection Location: College Boulevard & Carlsbad Village Drive/Peninsula Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : College BoulevardFile : 2008 Int #52E/W Street : Carlsbad Village Drive/Peninsula Drive Data Collected by : Ken, LaurieCount Date : Day :Traffic Control :Signalized07/16/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 10100300128902000701021017936:30 AM 301910002061402701901003028406:45 AM 204004002152002400702002131257:00 AM 1038010024829031011411010036427:15 AM 406102002213004600800003037327:30 AM 3048040022049241001501010137877:45 AM* 6068000128889180011000012054618:00 AM* 17086011024149066001600004148028:15 AM* 6066015019944070011002013040718:30 AM* 11066121019036151012211003038348:45 AM 8088131017450158011840025040689:00 AM 908612001636106300161100214024Max. 15 min. 17 0 8814512888928001224202515468Pk. Hr. Vol. 40 0 28614719182182267035813021211816 87:30 AMPeakIntersection Traffic in Pk. Hr. = 1816 Peak Hr. Factor0.838:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 120219001110773060011101002048804:00 PM 601960033706707100800000042404:15 PM 12022600108073160011000013046714:30 PM 1402100013010382076021120020051324:45 PM 12028400209178276021701030056625:00 PM* 18024121201198206903810023254945:15 PM* 16028842108569079021900011056525:30 PM* 220286002198103079011000011060405:45 PM* 150255313110193091021700022058516:00 PM 17119321308681072031200053047816:15 PM 16117501207789074011102023045316:30 PM 121184411086720690292000034406Max. 15 min. 22 1 288 4 2 13 3 119 103 2 91 0 3 192205336046Pk. Hr. Vol. 71 0 10709482403347031808541006722303 74:45 PMPeakIntersection Traffic in Pk. Hr. = 2303 Peak Hr. Factor0.955:45 PMHourIntersection Pdstrns in Pk. Hr. = 7Wednesday College Boulevard at Carlsbad Village Drive/Peninsula Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120201110 Capacity 1800 4000 0 1800 4000 0 3800 0 1800 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 40 286 1 8 918 218 267 3 58 3 2 12 Adjusted Hourly Volume 40 287 0 8 1136 0 270 0 58 3 14 0 Utilization Factor 0.02 0.07 0.00 0.00 0.28 0.00 0.07 0.00 0.03 0.00 0.01 0.00 Critical Factors 0.02 0.28 0.07 0.01 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive/Peninsula Drive Time : to North Approach College Boulevard Date : Day : Wednesday 1710 Total Name : Ken, Laurie 1144 566 Subtotals 1 Sub -218 918 8 Sub - Totals totals totals Totals W E e 260 a s 588 0 267 12 s t 328 3 2 17 t 58 3 0 28 A North A p 11 p p p r r 40 286 1 Carlsbad Village Drive/Peninsula Dr 0 Subtotals 979 327 Total 1306 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/08 8:30 AM 7:30 AM College Boulevard at Carlsbad Village Drive/Peninsula Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 1 4 5 6 Outside 7 Free-flow Lane Settings 120120201110 Capacity 1800 4000 0 1800 4000 0 3800 0 1800 1800 2000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 71 1070 9 10 403 347 318 8 54 0 6 7 Adjusted Hourly Volume 71 1079 0 10 750 0 326 0 51 0 13 0 Utilization Factor 0.04 0.27 0.00 0.01 0.19 0.00 0.09 0.00 0.03 0.00 0.01 0.00 Critical Factors 0.27 0.01 0.09 0.01 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :College Boulevard and Carlsbad Village Drive/Peninsula Drive Time : to North Approach College Boulevard Date : Day : Wednesday 2157 Total Name : Ken, Laurie 760 1397 Subtotals 2 Sub -347 403 10 Sub - Totals totals totals Totals W E e 424 a s 804 0 318 7 s t 380 8 6 13 t 54 0 0 38 A North A p 25 p p p r r 71 1070 9 Carlsbad Village Drive/Peninsula Dr 0 Subtotals 457 1150 Total 1607 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/16/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 53 Intersection Location: College Boulevard & Faraday Avenue Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : College BoulevardFile : 2008 Int #53E/W Street : Faraday AvenueData Collected by : Ken, LaurieCount Date : Day :Traffic Control :Signalized07/31/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 11 0 17 5 0 16 0 27 16 0 3 0 23 9 1 10 0 26 1 0 164 16:30 AM 6 0 6 13 0 15 0 26 18 1 4 0 34 7 2 14 0 38 1 0 182 36:45 AM 11 0 11 15 0 26 0 41 14 0 2 0 37 10 0 24 0 37 4 0 232 07:00 AM 18 0 31 19 0 48 0 57 17 0 5 0 51 15 2 25 0 56 7 0 349 27:15 AM 13 0 14 22 0 35 0 52 21 1 6 0 55 14 0 27 0 54 12 1 325 27:30 AM 32 0 27 30 2 34 0 44 17 3 10 0 84 21 2 22 0 90 8 0 419 77:45 AM* 34 0 29 44 1 45 0 53 16 0 5 0 99 27 3 23 0 82 17 0 474 48:00 AM* 41 0 44 71 0 76 0 95 35 2 18 0 128 31 0 30 0 82 7 3 658 58:15 AM* 61 0 49 77 0 39 0 59 24 0 13 0 91 21 2 31 0 97 13 0 575 28:30 AM* 26 0 26 47 0 33 0 55 25 0 11 0 101 21 2 16 0 97 10 0 468 28:45 AM 40 0 28 55 2 24 0 60 23 0 6 0 96 27 4 27 0 74 10 2 470 89:00 AM 47 0 44 53 0 25 0 54 17 0 4 0 71 33 3 18 0 81 8 1 455 4Max. 15 min. 61 0 49 77 2 76 0 95 35 3 18 0 128 33 4 31 0 97 17 3 658 8Pk. Hr. Vol. 162 0 148 239 1 193 0 262 100 2 47 0 419 100 7 100 0 358 47 3 2175 137:30 AMPeakIntersection Traffic in Pk. Hr. = 2175 Peak Hr. Factor0.838:30 AMHourIntersection Pdstrns in Pk. Hr. = 133:45 PM 24 1 56 19 0 7 0 19 15 0 10 0 59 30 0 37 0 78 32 0 387 04:00 PM 23 0 40 24 0 12 0 33 10 0 16 0 69 28 1 24 0 59 12 0 350 14:15 PM 22 0 67 19 0 6 0 35 12 1 18 0 70 28 0 38 0 74 37 0 426 14:30 PM 25 0 54 25 0 5 0 27 10 1 7 0 76 34 1 28 0 80 17 1 388 34:45 PM* 28 0 83 27 0 5 0 40 10 0 12 0 87 29 0 58 0 115 37 0 531 05:00 PM* 40 1 71 25 1 7 0 38 14 0 11 0 78 44 3 41 0 82 36 0 488 45:15 PM* 56 0 87 39 5 6 0 52 14 0 20 0 133 45 4 83 0 130 43 0 708 95:30 PM* 37 1 67 38 1 9 0 48 15 0 21 0 111 49 1 73 0 120 30 2 619 45:45 PM 23 0 59 26 1 6 0 35 11 0 12 0 108 35 3 44 0 94 23 2 476 66:00 PM 3005617080269090633514307224039216:15 PM 20 0 44 13 1 0 0 33 12 1 11 0 42 36 0 47 0 46 21 1 325 36:30 PM 18038200402460903521027056712651Max. 15 min. 56 1 87 39 5 12 0 52 15 1 21 0 133 49 4 83 0 130 43 2 708 9Pk. Hr. Vol. 161 2 308 129 7 27 0 178 53 0 64 0 409 167 8 255 0 447 146 2 2346 174:30 PMPeakIntersection Traffic in Pk. Hr. = 2346 Peak Hr. Factor0.835:30 PMHourIntersection Pdstrns in Pk. Hr. = 17Thursday College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1111 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 411 11 5 6 Outside 7 Free-flow Lane Settings 220220120120 Capacity 3600 4000 0 3600 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 162 148 239 193 262 100 47 419 100 100 358 47 Adjusted Hourly Volume 162 387 0 193 362 0 47 519 0 100 405 0 Utilization Factor 0.05 0.10 0.00 0.05 0.09 0.00 0.03 0.13 0.00 0.06 0.10 0.00 Critical Factors 0.10 0.05 0.13 0.06 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Thursday 797 Total Name : Ken, Laurie 555 242 Subtotals 0 Sub -100 262 193 Sub - Totals totals totals Totals W E e 620 a s 1186 0 47 47 s t 566 419 358 505 t 100 100 0 1356 A North A p 851 p p p r r 162 148 239 Faraday Avenue 0 Subtotals 462 549 Total 1011 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 8:30 AM 7:30 AM College Boulevard at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 11 11 5 6 Outside 7 Free-flow Lane Settings 220220120120 Capacity 3600 4000 0 3600 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 163 308 129 27 178 53 64 409 167 255 447 146 Adjusted Hourly Volume 163 437 0 27 231 0 64 576 0 255 593 0 Utilization Factor 0.05 0.11 0.00 0.01 0.06 0.00 0.04 0.14 0.00 0.14 0.15 0.00 Critical Factors 0.11 0.01 0.14 0.14 ICU Ratio = 0.50 LOS = A Turning Movements at Intersection of :College Boulevard and Faraday Avenue Time : to North Approach College Boulevard Date : Day : Thursday 776 Total Name : Ken, Laurie 258 518 Subtotals 0 Sub -53 178 27 Sub - Totals totals totals Totals W E e 661 a s 1301 0 64 146 s t 640 409 447 848 t 167 255 0 1413 A North A p 565 p p p r r 163 308 129 Faraday Avenue 2 Subtotals 602 600 Total 1202 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 54 Intersection Location: I-5/Carlsbad Village Drive Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2008 Int #54E/W Street : Carlsbad Village Drive Data Collected by : Billy, ChrisCount Date : Day :Traffic Control :Signalized07/29/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 000006002900042240270240115216:30 AM 000006001200043373260460117046:45 AM 000008002500067330360650023407:00 AM 000009005300049370610550026407:15 AM 0000018024900053370490900129817:30 AM 000006003700051390440950027207:45 AM 0000090058000805405101140036608:00 AM 00000150051000635905201360037608:15 AM* 00000120059000554004501320034308:30 AM* 00000300144000583853701370034558:45 AM* 00000490051000715234701280039839:00 AM* 00000340210100077430480181014861Max. 15 min.00000490210100080595610181014865Pk. Hr. Vol.000001250325500026117381770578011572 98:00 AMPeakIntersection Traffic in Pk. Hr. = 1572 Peak Hr. Factor0.819:00 AMHourIntersection Pdstrns in Pk. Hr. = 93:45 PM 000002001880001687104701500254524:00 PM 000002800600001426203601850051304:15 PM* 000003100850001845704001820357934:30 PM* 000004900840001546403101830156514:45 PM* 000004600730001505804001800254725:00 PM* 000003501790001535803801950055905:15 PM 000001400800001245605811540148715:30 PM 000001200580001494403301870248325:45 PM 000002701700001123602402010047106:00 PM 000001700710001135304101710046606:15 PM 000003700820001476603101580152116:30 PM 00000210182000101413280146034206Max. 15 min.00000490188000184713581201035796Pk. Hr. Vol.000001610132100064123701490740062250 64:00 PMPeakIntersection Traffic in Pk. Hr. = 2250 Peak Hr. Factor0.975:00 PMHourIntersection Pdstrns in Pk. Hr. = 6Tuesday I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 000011020120 Capacity 00002000 1800 0 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 125 3 255 0 261 173 177 578 0 Adjusted Hourly Volume 0000128255043401775780 Utilization Factor 0.00 0.00 0.00 0.00 0.06 0.14 0.00 0.11 0.00 0.10 0.14 0.00 Critical Factors 0.00 0.15 0.11 0.10 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 383 Total Name : Billy, Chris 383 0 Subtotals 0 Sub -255 3 125 Sub - Totals totals totals W E e 833 a s 1267 0 00s t 434 261 578 755 t 173 177 0 1141 A North A p 386 p p p r r 000 Carlsbad Village Drive 0 Subtotals 353 0 Total 353 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 9:00 AM 8:00 AM I-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:00 PM to 5:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 11 1 5 6 Outside 7 Free-flow Lane Settings 000011020120 Capacity 00002000 1800 0 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 161 1 321 0 641 237 149 740 0 Adjusted Hourly Volume 0000162321087801497400 Utilization Factor 0.00 0.00 0.00 0.00 0.08 0.18 0.00 0.22 0.00 0.08 0.19 0.00 Critical Factors 0.23 0.22 0.08 ICU Ratio = 0.63 LOS = B Turning Movements at Intersection of :I-5 Southbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 483 Total Name : Billy, Chris 483 0 Subtotals 0 Sub -321 1 161 Sub - Totals totals totals W E e 1061 a s 1939 0 00s t 878 641 740 889 t 237 149 0 1691 A North A p 802 p p p r r 000 Carlsbad Village Drive 0 Subtotals 387 0 Total 387 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 5:00 PM 4:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 55 Intersection Location: I-5/Carlsbad Village Drive Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2008 Int #55E/W Street : Carlsbad Village Drive Data Collected by : Raul, RenaldCount Date : Day :Traffic Control :Signalized07/29/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 900110000003101801004320213236:30 AM 190060000003402402005620215946:45 AM 1500110000005702502009327122837:00 AM 2900170000004302802008624122737:15 AM 16001900000042038020013626127737:30 AM 3500220000003802601009523023917:45 AM 44002500000067036010012333132828:00 AM 69003600000044056010013141037718:15 AM* 66012600000051055010011522133628:30 AM* 69012300000040053030011836034038:45 AM* 80012700000058060040010334136359:00 AM* 8600410000005906804001303824226Max. 15 min. 86 0 1 410000006706804001364124226Pk. Hr. Vol. 301 0 3 11700000020802360120046613041461 168:00 AMPeakIntersection Traffic in Pk. Hr. = 1461 Peak Hr. Factor0.879:00 AMHourIntersection Pdstrns in Pk. Hr. = 163:45 PM 7900750000001080117050013437455094:00 PM 860062000000900138020013529354054:15 PM 990062000000970127050013739256174:30 PM 920253000000950111030012435151244:45 PM 1000052000000960154050012325355085:00 PM* 9001590000001030147000016633259925:15 PM* 7501630000001070154030013856159445:30 PM* 9102690000008701550600145334582105:45 PM* 1190184000000960127030012631258456:00 PM 850078000000820131020013739055226:15 PM 700166000000940129070011622049876:30 PM 75014500000060013004001103154529Max. 15 min. 119 0 2 840000001080155070016656559910Pk. Hr. Vol. 375 0 5 27500000039305830120057515392359 214:45 PMPeakIntersection Traffic in Pk. Hr. = 2359 Peak Hr. Factor0.985:45 PMHourIntersection Pdstrns in Pk. Hr. = 21Tuesday I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 011000120020 Capacity 0 2000 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 301 3 117 0 0 0 208 236 0 0 466 130 Adjusted Hourly Volume 0 304 117 0 0 0 208 236 0 0 596 0 Utilization Factor 0.00 0.15 0.07 0.00 0.00 0.00 0.12 0.06 0.00 0.00 0.15 0.00 Critical Factors 0.15 0.00 0.12 0.15 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 341 Total Name : Raul, Renald 0 341 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 767 a s 1211 0 208 130 s t 444 236 466 596 t 000949 A North A p 353 p p p r r 301 3 117 Carlsbad Village Drive 0 Subtotals 0 421 Total 421 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 9:00 AM 8:00 AM I-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 11 5 6 Outside 7 Free-flow Lane Settings 011000120020 Capacity 0 2000 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 375 5 275 0 0 0 393 583 0 0 575 153 Adjusted Hourly Volume 0 380 275 0 0 0 393 583 0 0 728 0 Utilization Factor 0.00 0.19 0.15 0.00 0.00 0.00 0.22 0.15 0.00 0.00 0.18 0.00 Critical Factors 0.19 0.00 0.22 0.18 ICU Ratio = 0.69 LOS = B Turning Movements at Intersection of :I-5 Northbound Ramps and Carlsbad Village Drive Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 551 Total Name : Raul, Renald 0 551 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 950 a s 1926 0 393 153 s t 976 583 575 728 t 0001586 A North A p 858 p p p r r 375 5 275 Carlsbad Village Drive 0 Subtotals 0 655 Total 655 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/29/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 56 Intersection Location: I-5/Tamarack Avenue Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2008 Int #56E/W Street : Tamarack AvenueData Collected by : Ken, LaurieCount Date : Day :Traffic Control :Signalized07/30/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0000010042900035580100260017206:30 AM 0000014002700040790140380021206:45 AM 0000017013800051801240370024817:00 AM 0000018003500072761250560028217:15 AM 0000021004000063911270540129627:30 AM* 00000220139000771020220900035307:45 AM* 00000160040000841124230820035748:00 AM* 0000020002800067990300820332638:15 AM* 0000012003400067880310970032908:30 AM 0000030004600059870160970033508:45 AM 0000023003900074841270740232139:00 AM 000003100320008166018081013091Max. 15 min.0000031044600084112431097033574Pk. Hr. Vol.00000700114100029540141060351031365 77:15 AMPeakIntersection Traffic in Pk. Hr. = 1365 Peak Hr. Factor0.968:15 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 0000040024900098451370780034914:00 PM 00000480153000113550240590035304:15 PM 00000320151000104601380740036014:30 PM 00000490078000113671280800141524:45 PM 000004001500001006425801150042825:00 PM 00000520053000115631410820040615:15 PM* 000007000510001256408301300052305:30 PM* 00000350155000935907301200243625:45 PM* 00000530077000119772440940246446:00 PM* 00000560184000135531430720044416:15 PM 00000490251000113443470460135246:30 PM 0000045016200010152027056013441Max. 15 min.00000700284000135773830130025234Pk. Hr. Vol.000002140226700047225332430416041867 75:00 PMPeakIntersection Traffic in Pk. Hr. = 1867 Peak Hr. Factor0.896:00 PMHourIntersection Pdstrns in Pk. Hr. = 7Wednesday I-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:15 AM to 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 411 51 6 Outside 7 Free-flow Lane Settings 000011021120 Capacity 00002000 1800 0 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 70 1 141 0 295 401 106 351 0 Adjusted Hourly Volume 00007114102954011063510 Utilization Factor 0.00 0.00 0.00 0.00 0.04 0.08 0.00 0.07 0.22 0.06 0.09 0.00 Critical Factors 0.00 0.08 0.22 0.06 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Tamarack Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 212 Total Name : Ken, Laurie 212 0 Subtotals 0 Sub -141 1 70 Sub - Totals totals totals Totals W E e 492 a s 1188 0 00s t 696 295 351 457 t 401 106 0 822 A North A p 365 p p p r r 000 Tamarack Avenue 0 Subtotals 508 0 Total 508 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/08 8:15 AM 7:15 AM I-5 Southbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 5 1 6 Outside 7 Free-flow Lane Settings 000011021120 Capacity 00002000 1800 0 4000 1800 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 214 2 267 0 472 253 243 416 0 Adjusted Hourly Volume 000021626704722532434160 Utilization Factor 0.00 0.00 0.00 0.00 0.11 0.15 0.00 0.12 0.14 0.14 0.10 0.00 Critical Factors 0.00 0.15 0.14 0.14 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Tamarack Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 483 Total Name : Ken, Laurie 483 0 Subtotals 0 Sub -267 2 214 Sub - Totals totals totals Totals W E e 683 a s 1408 0 00s t 725 472 416 659 t 253 243 0 1345 A North A p 686 p p p r r 000 Tamarack Avenue 0 Subtotals 498 0 Total 498 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 57 Intersection Location: I-5/Tamarack Avenue Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2008 Int #57E/W Street : Tamarack AvenueData Collected by : Raul, StephenCount Date : Day :Traffic Control :Signalized07/30/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 1201130000002501701007131217036:30 AM 1200160000003102900007926019306:45 AM 800190000003503901007640221737:00 AM 1400270000004204601008534224837:15 AM 1700260000004604401006830123127:30 AM 1800210000004405400009932426847:45 AM 2300430000004904900008451029908:00 AM 29004700000037046000010744331038:15 AM* 2800330000004603000009051227828:30 AM* 29004800000036065000011845134118:45 AM* 27014500000034058000012344233229:00 AM* 280051000000460670000854613231Max. 15 min. 29 0 1 510000004906701001235143414Pk. Hr. Vol. 112 0 1 1770000001620220000041618661274 68:00 AMPeakIntersection Traffic in Pk. Hr. = 1274 Peak Hr. Factor0.939:00 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 52018700000054076020010536441164:00 PM 6900900000005809100009452745474:15 PM 7100860000005108203009848443674:30 PM 550110000000050010601008236743084:45 PM 7000980000004509802008931643185:00 PM 580110300000048011501009046146125:15 PM* 710010800000048014000008654050705:30 PM* 680611100000027092000010442145015:45 PM* 6703122000000500129020011547153336:00 PM* 7102118000000550128000010654153416:15 PM 5903126000000400117020011038549376:30 PM 540095000000580850000793994109Max. 15 min. 71 0 6 12600000058014003001155495349Pk. Hr. Vol. 277 0 11 4590000001800489020041119732024 55:00 PMPeakIntersection Traffic in Pk. Hr. = 2024 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 5Wednesday I-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4111 5 6 Outside 7 Free-flow Lane Settings 011000120020 Capacity 0 2000 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 112 1 177 0 0 0 162 220 0 0 416 186 Adjusted Hourly Volume 0 113 177 0 0 0 162 220 0 0 602 0 Utilization Factor 0.00 0.06 0.10 0.00 0.00 0.00 0.09 0.06 0.00 0.00 0.15 0.00 Critical Factors 0.10 0.00 0.09 0.15 ICU Ratio = 0.44 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Tamarack Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Wednesday 349 Total Name : Raul, Stephen 0 349 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 528 a s 910 0 162 186 s t 382 220 416 602 t 000999 A North A p 397 p p p r r 112 1 177 Tamarack Avenue 0 Subtotals 0 290 Total 290 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/08 9:00 AM 8:00 AM I-5 Northbound Ramps at Tamarack Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 11 5 6 Outside 7 Free-flow Lane Settings 011000120020 Capacity 0 2000 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 277 11 459 0 0 0 180 489 0 0 411 197 Adjusted Hourly Volume 0 288 459 0 0 0 180 489 0 0 608 0 Utilization Factor 0.00 0.14 0.26 0.00 0.00 0.00 0.10 0.12 0.00 0.00 0.15 0.00 Critical Factors 0.26 0.00 0.10 0.15 ICU Ratio = 0.61 LOS = B Turning Movements at Intersection of :I-5 Northbound Ramps and Tamarack Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Wednesday 388 Total Name : Raul, Stephen 0 388 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 688 a s 1357 0 180 197 s t 669 489 411 608 t 0001556 A North A p 948 p p p r r 277 11 459 Tamarack Avenue 0 Subtotals 0 747 Total 747 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/30/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 58 Intersection Location: I-5/Cannon Road Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2008 Int #58E/W Street : Cannon RoadData Collected by : Raul, RobertCount Date : Day :Traffic Control :Signalized07/31/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0000033013100017120490260016906:30 AM 000005500380004181520430023716:45 AM 00000112003900046100570380030207:00 AM 0000015501510004691590510037217:15 AM 00000141004600068160510570037907:30 AM 00000190005900079111540620045517:45 AM* 00000196017200095115590820151668:00 AM* 00000323006100096150740590062808:15 AM* 00000190007400081121712600049018:30 AM* 00000166005600087230710770048008:45 AM 00000148004800079150460580039409:00 AM 0000013100480008313053058003860Max. 15 min.0000032301740009623574282016286Pk. Hr. Vol.00000875012630003596162752278012114 77:30 AMPeakIntersection Traffic in Pk. Hr. = 2114 Peak Hr. Factor0.848:30 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 0000010302330001143631330850250654:00 PM 00000980134000103163680800240054:15 PM 0000071003400012124011601830154914:30 PM 00000940134000992919601450049814:45 PM* 0000096002800011713112201330050915:00 PM* 0000098004000012421211001490254245:15 PM* 0000088003900015023113601760261235:30 PM* 0000079003900012726115311500057515:45 PM 0000082003000012221014501050050506:00 PM 000007100420001131501041890043506:15 PM 000007701360009218110601020043216:30 PM 0000058012700010230092088003980Max. 15 min.0000010302420001503631531183026125Pk. Hr. Vol.00000361001460005188355211608042238 94:30 PMPeakIntersection Traffic in Pk. Hr. = 2238 Peak Hr. Factor0.915:30 PMHourIntersection Pdstrns in Pk. Hr. = 9Thursday I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 411 5 6 Outside 7 Free-flow Lane Settings 000201021220 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 875 1 263 0 359 61 277 278 0 Adjusted Hourly Volume 0 0 0 876 0 263 0 359 61 277 278 0 Utilization Factor 0.00 0.00 0.00 0.24 0.00 0.15 0.00 0.09 0.03 0.08 0.07 0.00 Critical Factors 0.00 0.00 0.24 0.09 0.08 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 1139 Total Name : Raul, Robert 1139 0 Subtotals 0 Sub -263 1 875 Sub - Totals totals totals Totals W E e 541 a s 961 0 00s t 420 359 278 555 t 61 277 2 1791 A North A p 1236 p p p r r 000 Cannon Road 0 Subtotals 337 0 Total 337 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 8:30 AM 7:30 AM I-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 1 5 6 Outside 7 Free-flow Lane Settings 000201021220 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 361 0 146 0 518 83 522 608 0 Adjusted Hourly Volume 0 0 0 361 0 146 0 518 83 522 608 0 Utilization Factor 0.00 0.00 0.00 0.10 0.00 0.08 0.00 0.13 0.05 0.15 0.15 0.00 Critical Factors 0.00 0.00 0.10 0.13 0.15 ICU Ratio = 0.48 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Cannon Road Time : to North Approach I-5 Southbound Ramps Date : Day : Thursday 507 Total Name : Raul, Robert 507 0 Subtotals 0 Sub -146 0 361 Sub - Totals totals totals Totals W E e 754 a s 1355 0 00s t 601 518 608 1130 t 83 522 1 2010 A North A p 880 p p p r r 000 Cannon Road 0 Subtotals 604 0 Total 604 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 59 Intersection Location: I-5/Cannon Road Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2008 Int #59E/W Street : Cannon RoadData Collected by : Andrew, StephenCount Date :Day :Traffic Control :Signalized07/31/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 70020000000504700006517016106:30 AM 2000320000001708801007116024416:45 AM 11006600000013014400008521034007:00 AM 18008400000010019300008930042407:15 AM 16006100000022019503008544042337:30 AM 20017400000027023802009232048427:45 AM* 190090000000230250040012837054748:00 AM* 1300148000000310367010010047070618:15 AM* 2400103000000220241010010853055118:30 AM* 190092000000310231000011954054608:45 AM 23009100000038019200008056048009:00 AM 18001030000003701860000906204960Max. 15 min. 24 0 1 14800000038036704001286207064Pk. Hr. Vol. 75 0 0 43300000010701089060045519102350 67:30 AMPeakIntersection Traffic in Pk. Hr. = 2350 Peak Hr. Factor0.838:30 AMHourIntersection Pdstrns in Pk. Hr. = 63:45 PM 2002750000006101510200198165067224:00 PM 2103790000005501450100139173061514:15 PM 83091180000004801290000229195081104:30 PM 5908770000003501460400159133061744:45 PM* 38019890000005401380100232198076815:00 PM* 3404700000004301620200213166169235:15 PM* 3500820000004901580100257243082415:30 PM* 2501500000006801440000267219077405:45 PM 1100640000005201340000220182066306:00 PM 1301690000006001220001175179262026:15 PM 2000550000004501100000188186060406:30 PM 310166000000410113000013912405150Max. 15 min. 83 0 19 118000000680162040126724328244Pk. Hr. Vol. 132 0 24 2910000002140602040096982613058 54:30 PMPeakIntersection Traffic in Pk. Hr. = 3058 Peak Hr. Factor0.935:30 PMHourIntersection Pdstrns in Pk. Hr. = 5Thursday I-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 41 1 1 51 6 Outside 7 Free-flow Lane Settings 01200022001.51.5 Capacity 0 2000 3600 0 0 0 3600 4000 0 0 3000 2800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 75 0 433 0 0 0 107 1089 0 0 455 191 Adjusted Hourly Volume 0 75 433 0 0 0 107 1089 0 0 455 191 Utilization Factor 0.00 0.04 0.12 0.00 0.00 0.00 0.03 0.27 0.00 0.00 0.15 0.07 Critical Factors 0.12 0.00 0.27 0.00 ICU Ratio = 0.49 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Cannon Road Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 298 Total Name : Andrew, Stephen 0 298 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 530 a s 1726 0 107 191 s t 1196 1089 455 646 t 0002168 A North A p 1522 p p p r r 75 0 433 Cannon Road 0 Subtotals 0 508 Total 508 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 8:30 AM 7:30 AM I-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 5 1 6 Outside 7 Free-flow Lane Settings 01200022001.51.5 Capacity 0 2000 3600 0 0 0 3600 4000 0 0 3000 2800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 132 24 291 0 0 0 214 602 0 0 969 826 Adjusted Hourly Volume 0 156 291 0 0 0 214 602 0 0 969 826 Utilization Factor 0.00 0.08 0.08 0.00 0.00 0.00 0.06 0.15 0.00 0.00 0.32 0.30 Critical Factors 0.08 0.00 0.06 0.32 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Cannon Road Time : to North Approach I-5 Northbound Ramps Date : Day : Thursday 1064 Total Name : Andrew, Stephen 0 1064 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1101 a s 1917 0 214 826 s t 816 602 969 1795 t 0002688 A North A p 893 p p p r r 132 24 291 Cannon Road 0 Subtotals 0 447 Total 447 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/31/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 60 Intersection Location: I-5/Palomar Airport Road Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2008 Int #60E/W Street : Palomar Airport RoadData Collected by : Raul,StephanieCount Date : Day :Traffic Control :Signalized07/08/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0000060003500035111006057025816:30 AM 0000083013500022163006475029636:45 AM 00000132003900049221009571140827:00 AM 000001590069000671610010466048117:15 AM 00000128005700061216009386144677:30 AM 0000015501460001033290011483053497:45 AM* 000002380065000102231009796162128:00 AM* 0000026800810001332510011582070418:15 AM* 0000017600670001043720012178058328:30 AM* 0000021100450001162610013373160428:45 AM 000001550050000972440012289053749:00 AM 000001890056000119221001299906141Max. 15 min.000002680181000133379001339917049Pk. Hr. Vol.000008930025800045511150046632922512 77:30 AMPeakIntersection Traffic in Pk. Hr. = 2512 Peak Hr. Factor0.898:30 AMHourIntersection Pdstrns in Pk. Hr. = 73:45 PM 00000130003800017243200148204073524:00 PM 00000139006500014426400154206073444:15 PM 000001860014800018539200169147387454:30 PM 000001620016200017422600226144089064:45 PM 000001940012000019717300216159290355:00 PM 000001530012100016546100189131180525:15 PM* 000001930210700022451800214187097885:30 PM* 0000015500810002054910029823901027 15:45 PM* 00000158005000016057300222256090336:00 PM* 00000144004700018357200171214181636:15 PM 00000155002600013545100158221074016:30 PM 0000012800260001494820016121527274Max. 15 min.00000194021620002245780029825631027 8Pk. Hr. Vol.0000065002285000772214140090589613724 155:00 PMPeakIntersection Traffic in Pk. Hr. = 3724 Peak Hr. Factor0.916:00 PMHourIntersection Pdstrns in Pk. Hr. = 15Tuesday I-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 Config - (left) 2 1 urations 3 1 1 1 411 511 6 Outside 7 Free-flow 1 Lane Settings 000201030020 Capacity 0 0 0 3600 0 1800 0 6000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 893 0 258 0 455 111 0 466 329 Adjusted Hourly Volume 0 0 0 893 0 258 0 566 0 0 466 0 Utilization Factor 0.00 0.00 0.00 0.25 0.00 0.14 0.00 0.09 0.00 0.00 0.12 0.00 Critical Factors 0.00 0.00 0.25 0.00 0.12 ICU Ratio = 0.47 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Palomar Airport Road Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 1480 Total Name : Raul,Stephanie 1151 329 Subtotals 0 Sub -258 0 893 Sub - Totals totals totals Totals W E e 724 a s 1290 0 0 329 s t 566 455 466 795 t 111 0 0 2143 A North A p 1348 p p p r r 000 Palomar Airport Road 0 Subtotals 111 0 Total 111 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/08 8:30 AM 7:30 AM I-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 Config - (left) 2 1 urations 3 1 1 1 4 1 1 5 11 6 Outside 7 Free-flow 1 Lane Settings 000201030020 Capacity 0 0 0 3600 0 1800 0 6000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 650 2 285 0 772 214 0 905 896 Adjusted Hourly Volume 0 0 0 650 2 285 0 986 0 0 905 0 Utilization Factor 0.00 0.00 0.00 0.18 0.00 0.16 0.00 0.16 0.00 0.00 0.23 0.00 Critical Factors 0.00 0.00 0.18 0.00 0.23 ICU Ratio = 0.51 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Palomar Airport Road Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 1833 Total Name : Raul,Stephanie 937 896 Subtotals 0 Sub -285 2 650 Sub - Totals totals totals Totals W E e 1190 a s 2176 0 0 896 s t 986 772 905 1801 t 214 0 0 3223 A North A p 1422 p p p r r 000 Palomar Airport Road 0 Subtotals 216 0 Total 216 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 61 Intersection Location: I-5/Palomar Airport Road Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of : N/S Street : I-5 Northbound RampsFile : 2008 Int #61E/W Street : Palomar Airport RoadData Collected by : Antonio, CarlosCount Date :Day :Traffic Control : Signalized07/08/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 16 0 0 1810000005098030010352045536:30 AM 15 0 1 19200000050114000012271052006:45 AM 18 0 0 232000000100164020014665063527:00 AM 23 0 0 27700000070231000015293078307:15 AM 16 0 0 22600000060172020016193067427:30 AM 28 0 0 297000000180238030016698184547:45 AM * 26 0 0 3220000001403020100168108194028:00 AM * 36 0 1 342000000140418020015813201101 28:15 AM * 52 0 0 2920000002002520000151118088508:30 AM * 44 0 0 301000000190286010016598091318:45 AM 47 0 0 3140000002002760300162119193849:00 AM 39 0 0 287000000200289000018213409510Max. 15 min. 52 0 1 342000000200418030018213411101 4Pk. Hr. Vol. 158 0 1 12570000006701258040064245613839 57:30 AM PeakIntersection Traffic in Pk. Hr. = 3839 Peak Hr. Factor0.878:30 AM Hour Intersection Pdstrns in Pk. Hr. = 53:45 PM 16 0 0 1170000005302330000353210098204:00 PM 32 0 0 1270000003002350000355199297824:15 PM 10 0 0 129000000610300020033324001073 24:30 PM 20 0 0 141000000460304030033823101080 34:45 PM * 24 0 0 139000000570332010039424531191 45:00 PM * 28 0 0 158000000470249000031921431015 35:15 PM * 28 0 0 162000000860361040038225901278 45:30 PM * 31 0 0 145000000430316000045026301248 05:45 PM 30 0 0 174000000380255020042420801129 26:00 PM 20 0 0 173000000370280000037218511067 16:15 PM 19 0 0 169000000370249010035920101034 16:30 PM 27 0 0 124000000340220020036419619653Max. 15 min. 32 0 0 174000000860361040045026331278 4Pk. Hr. Vol. 111 0 0 6040000002330125805001545 981 6 4732 114:30 PM PeakIntersection Traffic in Pk. Hr. = 4732 Peak Hr. Factor0.935:30 PM Hour Intersection Pdstrns in Pk. Hr. = 11Tuesday I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 41 1 1 511 6 1 Outside 7 1 Free-flow Lane Settings 012000130032 Capacity 0 2000 3600 0 0 0 1800 6000 0 0 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 158 1 1257 0 0 0 67 1258 0 0 642 456 Adjusted Hourly Volume 0 159 1257 0 0 0 67 1258 0 0 642 456 Utilization Factor 0.00 0.08 0.35 0.00 0.00 0.00 0.04 0.21 0.00 0.00 0.11 0.13 Critical Factors 0.35 0.00 0.21 0.00 ICU Ratio = 0.66 LOS = B Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 524 Total Name : Antonio, Carlos 0 524 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 800 a s 2125 0 67 456 s t 1325 1258 642 1098 t 0003613 A North A p 2515 p p p r r 158 1 1257 Palomar Airport Road 0 Subtotals 0 1416 Total 1416 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/08 8:30 AM 7:30 AM I-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 5 1 1 6 1 Outside 7 1 Free-flow Lane Settings 012000130032 Capacity 0 2000 3600 0 0 0 1800 6000 0 0 6000 3600 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 111 0 604 0 0 0 233 1258 0 0 1545 981 Adjusted Hourly Volume 0 111 604 0 0 0 233 1258 0 0 1545 981 Utilization Factor 0.00 0.06 0.17 0.00 0.00 0.00 0.13 0.21 0.00 0.00 0.26 0.27 Critical Factors 0.17 0.00 0.13 0.32 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of :I-5 Northbound Ramps and Palomar Airport Road Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 1214 Total Name : Antonio, Carlos 0 1214 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1656 a s 3147 0 233 981 s t 1491 1258 1545 2526 t 0004388 A North A p 1862 p p p r r 111 0 604 Palomar Airport Road 0 Subtotals 0 715 Total 715 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 07/08/08 5:30 PM 4:30 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 62 Intersection Location: I-5/Poinsettia Lane Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2008 Int #62E/W Street : Poinsettia Lane Data Collected by : Lorenzo, ReynaldCount Date :Day :Traffic Control :Signalized08/05/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 0000013001600028130750600520556:30 AM 0000020001200034162790580121936:45 AM 00000200119000381731070790228157:00 AM 0000018023700044172830850228647:15 AM 000003200201004112211201160133347:30 AM 000004000250007826110001110338047:45 AM 000004000410008529213101210344758:00 AM 000005000330008623011501100041708:15 AM* 00000700029000863711133011200467118:30 AM* 0000047005000010439012401140147818:45 AM* 0000054006700011046313001390154649:00 AM* 00000630054000872921371144055157Max. 15 min.00000700267100110461113711440554611Pk. Hr. Vol.0000023400200000387151165241509072006 238:00 AMPeakIntersection Traffic in Pk. Hr. = 2006 Peak Hr. Factor0.929:00 AMHourIntersection Pdstrns in Pk. Hr. = 233:45 PM 000007001480001454407701240150914:00 PM 000006002470001373908901510052504:15 PM 000008202540001424009501370255224:30 PM 0000057005600014835012701260054904:45 PM 0000078014800016735013201620062305:00 PM 0000073004900014443011101740159415:15 PM* 0000073013900015726014902030064805:30 PM* 0000087014100020340016001710270325:45 PM* 00000111004300015044014801800067606:00 PM* 0000091005000018031013501520063906:15 PM 0000082004100016931013401420259926:30 PM 000007101480001543801050152015691Max. 15 min.0000011102560002034401600203027032Pk. Hr. Vol.000003620217300069014105920706022666 25:00 PMPeakIntersection Traffic in Pk. Hr. = 2666 Peak Hr. Factor0.956:00 PMHourIntersection Pdstrns in Pk. Hr. = 2Tuesday I-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 000201021220 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 234 0 200 0 387 151 525 509 0 Adjusted Hourly Volume 0 0 0 234 0 200 0 387 151 525 509 0 Utilization Factor 0.00 0.00 0.00 0.07 0.00 0.11 0.00 0.10 0.08 0.15 0.13 0.00 Critical Factors 0.00 0.11 0.10 0.15 ICU Ratio = 0.46 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Poinsettia Lane Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 434 Total Name : Lorenzo, Reynald 434 0 Subtotals 0 Sub -200 0 234 Sub - Totals totals totals Totals W E e 709 a s 1247 0 00s t 538 387 509 1034 t 151 525 1 1656 A North A p 622 p p p r r 000 Poinsettia Lane 0 Subtotals 675 0 Total 675 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 9:00 AM 8:00 AM I-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 000201021220 Capacity 0 0 0 3600 0 1800 0 4000 1800 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 362 2 173 0 690 141 592 706 0 Adjusted Hourly Volume 0 0 0 364 0 173 0 690 141 592 706 0 Utilization Factor 0.00 0.00 0.00 0.10 0.00 0.10 0.00 0.17 0.08 0.16 0.18 0.00 Critical Factors 0.00 0.00 0.10 0.17 0.16 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and Poinsettia Lane Time : to North Approach I-5 Southbound Ramps Date : Day : Tuesday 537 Total Name : Lorenzo, Reynald 537 0 Subtotals 0 Sub -173 2 362 Sub - Totals totals totals Totals W E e 879 a s 1710 0 00s t 831 690 706 1298 t 141 592 0 2350 A North A p 1052 p p p r r 000 Poinsettia Lane 0 Subtotals 735 0 Total 735 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 63 Intersection Location: I-5/Poinsettia Lane Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2008 Int #63E/W Street : Poinsettia Lane Data Collected by : Ken, RexxCount Date : Day :Traffic Control :Signalized08/05/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 15002100000023028000012341425146:30 AM 15003100000019035010011344125726:45 AM 18006300000021045020016151235947:00 AM 31087800000028048020013569239747:15 AM 37009600000031055020019271148237:30 AM 340113200000025083010017078352347:45 AM 4100158000000321112010020091463558:00 AM* 34001760000002301180200188107064628:15 AM* 340017900000036013101000209670656108:30 AM* 4502158000000440109020019776163138:45 AM* 3900153000000310123020024181066829:00 AM 45001180000002109402001947425464Max. 15 min. 45 0 8 17900000044113101000241107466810Pk. Hr. Vol. 152 0 2 66600000013404810160083533112601 177:45 AMPeakIntersection Traffic in Pk. Hr. = 2601 Peak Hr. Factor0.978:45 AMHourIntersection Pdstrns in Pk. Hr. = 173:45 PM 4102109100000380167050015968158474:00 PM 6200106000000310163090017968060994:15 PM 590094000000370164010017566259534:30 PM 3902117000000430160010021356063014:45 PM 5101131000000440205020024164073725:00 PM 5400153000000539159040023280274065:15 PM* 5200137000000580192010030186082615:30 PM* 5200158000000480278020027780389355:45 PM* 5600177000000370221040027367183156:00 PM* 5600159000000622196030023063076836:15 PM 4601117000000400214040023267371776:30 PM 310012900000039018001002254326473Max. 15 min. 62 0 2 17710000062927809003018638939Pk. Hr. Vol. 216 0 0 6310000002052887010001081 296 4 3318 145:00 PMPeakIntersection Traffic in Pk. Hr. = 3318 Peak Hr. Factor0.936:00 PMHourIntersection Pdstrns in Pk. Hr. = 14Tuesday I-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:45 AM to 8:45 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 012000120031 Capacity 0 2000 3600 0 0 0 1800 4000 0 0 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 152 2 666 0 0 0 134 481 0 0 835 331 Adjusted Hourly Volume 0 154 666 0 0 0 134 481 0 0 835 331 Utilization Factor 0.00 0.08 0.19 0.00 0.00 0.00 0.07 0.12 0.00 0.00 0.14 0.18 Critical Factors 0.19 0.00 0.07 0.18 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Poinsettia Lane Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 467 Total Name : Ken, Rexx 0 467 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 987 a s 1602 0 134 331 s t 615 481 835 1166 t 0002313 A North A p 1147 p p p r r 152 2 666 Poinsettia Lane 0 Subtotals 0 820 Total 820 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 8:45 AM 7:45 AM I-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 012000120031 Capacity 0 2000 3600 0 0 0 1800 4000 0 0 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 216 0 631 0 0 0 207 887 0 0 1081 296 Adjusted Hourly Volume 0 216 631 0 0 0 207 887 0 0 1081 296 Utilization Factor 0.00 0.11 0.18 0.00 0.00 0.00 0.12 0.22 0.00 0.00 0.18 0.16 Critical Factors 0.18 0.00 0.12 0.18 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and Poinsettia Lane Time : to North Approach I-5 Northbound Ramps Date : Day : Tuesday 501 Total Name : Ken, Rexx 0 501 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1299 a s 2393 2 207 296 s t 1094 887 1081 1377 t 0002895 A North A p 1518 p p p r r 216 0 631 Poinsettia Lane 0 Subtotals 0 847 Total 847 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/05/08 6:00 PM 5:00 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 64 Intersection Location: I-5/La Costa Avenue Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Southbound RampsFile : 2008 Int #64E/W Street : La Costa AvenueData Collected by : Laurie, RexxCount Date : Day :Traffic Control :Signalized08/06/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 00000250019000221401080330022106:30 AM 00000250032000572901440330032006:45 AM 00000420030000463101610680037807:00 AM 00000680032000562301430580038007:15 AM 00000480033000782601540650040407:30 AM 00000620030000822311600680042517:45 AM 000008800250001082101900720050408:00 AM 000008200320001162201570690047808:15 AM* 000008700300001082601600760148718:30 AM* 0000094003300011934017301070156018:45 AM* 000009300390001153101501860051509:00 AM* 000009002350001153701700104005530Max. 15 min.000009402390001193711901107015601Pk. Hr. Vol.000003640213700045712806531373022115 28:00 AMPeakIntersection Traffic in Pk. Hr. = 2115 Peak Hr. Factor0.949:00 AMHourIntersection Pdstrns in Pk. Hr. = 23:45 PM 00000100003600012821010801140050704:00 PM 0000085003810011829012701080050514:15 PM 000009000410001272601200880049204:30 PM 000009101440001413301200910052104:45 PM 0000095003500012119010701000047705:00 PM* 00000113004100014913013401030055305:15 PM* 0000098004000013925011301050052005:30 PM* 00000143004100014215016611350064305:45 PM* 00000123003900013624012901180056906:00 PM 0000093003200014719012401150053006:15 PM 0000091003900012216113401100051216:30 PM 000009600350001552601190149005800Max. 15 min.0000014301441001553311661149006431Pk. Hr. Vol.00000477001610005667705421461002285 04:45 PMPeakIntersection Traffic in Pk. Hr. = 2285 Peak Hr. Factor0.895:45 PMHourIntersection Pdstrns in Pk. Hr. = 0Wednesday I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 000201020220 Capacity 0 0 0 3800 0 1800 0 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 364 2 137 0 457 128 654 373 0 Adjusted Hourly Volume 0 0 0 366 0 137 0 585 0 654 373 0 Utilization Factor 0.00 0.00 0.00 0.10 0.00 0.08 0.00 0.15 0.00 0.18 0.09 0.00 Critical Factors 0.00 0.00 0.10 0.15 0.18 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and La Costa Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 503 Total Name : Laurie, Rexx 503 0 Subtotals 0 Sub -137 2 364 Sub - Totals totals totals Totals W E e 510 a s 1095 0 00s t 585 457 373 1027 t 128 654 1 1849 A North A p 822 p p p r r 000 La Costa Avenue 0 Subtotals 783 0 Total 783 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 9:00 AM 8:00 AM I-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 010201020220 Capacity 0 2000 0 3800 0 1800 0 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 477 0 161 0 566 77 543 461 0 Adjusted Hourly Volume 0 0 0 477 0 161 0 643 0 543 461 0 Utilization Factor 0.00 0.00 0.00 0.13 0.00 0.09 0.00 0.16 0.00 0.15 0.12 0.00 Critical Factors 0.00 0.13 0.16 0.15 ICU Ratio = 0.54 LOS = A Turning Movements at Intersection of :I-5 Southbound Ramps and La Costa Avenue Time : to North Approach I-5 Southbound Ramps Date : Day : Wednesday 638 Total Name : Laurie, Rexx 638 0 Subtotals 0 Sub -161 0 477 Sub - Totals totals totals Totals W E e 622 a s 1265 0 00s t 643 566 461 1004 t 77 543 1 2048 A North A p 1044 p p p r r 000 La Costa Avenue 0 Subtotals 619 0 Total 619 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 5:45 PM 4:45 PM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 INTERSECTION ANALYSIS SUMMARY Intersection Number: 65 Intersection Location: I-5/La Costa Avenue Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram RICK ENGINEERING TURNING MOVEMENT ANALYSISPage 1 of 3City : CarlsbadIntersection of :N/S Street : I-5 Northbound RampsFile : 2008 Int #65E/W Street : La Costa AvenueData Collected by : Ken, RaulCount Date : Day :Traffic Control :Signalized08/06/08Weather : SunnySouth Approach (NB)North Approach (SB)West Approach (EB)East Approach (WB)15 min TotalEnd of 15min. prd. LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds LeftU-TrnThru RightPeds VehiclesPeds6:15 AM 10005300000016046000013131228726:30 AM 9015500000026073000016264239026:45 AM 13007300000026064000020958044307:00 AM 12019300000028098010021879052917:15 AM 120011900000037092000222291057507:30 AM 1800102000000310114000020384055207:45 AM* 17001440000004901490000274126075908:00 AM* 12011170000004901460000215134367438:15 AM* 16001400000005101490100224101268138:30 AM* 2201109000000460152000124280265328:45 AM 1200111000000470158000021690063409:00 AM 2400133000000650144000025711907420Max. 15 min. 24 0 1 144000000650158010227413437593Pk. Hr. Vol. 67 0 2 5100000001950596010195544172767 87:30 AMPeakIntersection Traffic in Pk. Hr. = 2767 Peak Hr. Factor0.918:30 AMHourIntersection Pdstrns in Pk. Hr. = 83:45 PM 35011580000005401760000193105072204:00 PM 30011660000005011520000220124074404:15 PM 1800142000000490176000019396067404:30 PM 30001590000005901800200192128074824:45 PM 28011920000004411730000182112073305:00 PM 4001206000000420215090019593079295:15 PM* 37012060000004311960000181116378135:30 PM* 26012280000005322280000267115292025:45 PM* 38002540000003602200000228110088606:00 PM* 2800239000000430206000022488282826:15 PM 3500234000000370172020019180074926:30 PM 540025600000056219300002248408690Max. 15 min. 54 0 1 256000000592228090026712839209Pk. Hr. Vol. 129 0 2 9270000001753850000090042973415 75:00 PMPeakIntersection Traffic in Pk. Hr. = 3415 Peak Hr. Factor0.936:00 PMHourIntersection Pdstrns in Pk. Hr. = 7Wednesday I-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 012000120031 Capacity 0 2000 3600 0 0 0 1800 4000 0 0 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 67 2 510 0 0 0 195 596 0 1 955 441 Adjusted Hourly Volume 0 69 510 0 0 0 195 596 0 1 955 441 Utilization Factor 0.00 0.03 0.14 0.00 0.00 0.00 0.11 0.15 0.00 0.00 0.16 0.25 Critical Factors 0.14 0.00 0.11 0.25 ICU Ratio = 0.60 LOS = A Turning Movements at Intersection of :I-5 Northbound Ramps and La Costa Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Wednesday 638 Total Name : Ken, Raul 0 638 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1022 a s 1813 0 195 441 s t 791 596 955 1397 t 0112504 A North A p 1107 p p p r r 67 2 510 La Costa Avenue 0 Subtotals 0 579 Total 579 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 8:30 AM 7:30 AM I-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 5:00 PM to 6:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 012000120031 Capacity 0 2000 3600 0 0 0 1800 4000 0 0 6000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 129 2 927 0 0 0 178 850 0 0 900 429 Adjusted Hourly Volume 0 131 927 0 0 0 178 850 0 0 900 429 Utilization Factor 0.00 0.07 0.26 0.00 0.00 0.00 0.10 0.21 0.00 0.00 0.15 0.24 Critical Factors 0.26 0.00 0.10 0.24 ICU Ratio = 0.70 LOS = B Turning Movements at Intersection of :I-5 Northbound Ramps and La Costa Avenue Time : to North Approach I-5 Northbound Ramps Date : Day : Wednesday 606 Total Name : Ken, Raul 0 606 Subtotals 0 Sub -0 0 0 Sub - Totals totals totals Totals W E e 1032 a s 2060 3 178 429 s t 1028 850 900 1329 t 0003106 A North A p 1777 p p p r r 129 2 927 La Costa Avenue 0 Subtotals 0 1058 Total 1058 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. 08/06/08 6:00 PM 5:00 PM Mid-Block Summary APPENDIX B MID-BLOCK LINK SUMMARY MID-BLOCK LINK VOLUME COUNTS This chapter presents the link count information for the thirty-four (34) mid-block link locations identified in the City of Carlsbad Growth Management Plan Traffic Monitoring Program. Rick Engineering Company collected this data during July and August of 2008 and detailed summaries are shown on the following pages. The information includes 15-minute summaries, 24-hour summaries, and a bar chart for each day. Figure B-1 displays the Average Daily Traffic (ADT) volume levels for the thirty-four (34) mid-block link count locations. Table B-1 documents the date on which each mid-block link count was performed. Table B-2 summarizes the maximum one direction volume during the AM and PM peak period, volume-to-capacity ratio, and levels of service for each mid-block link count location. This mid-block link capacity analysis was based on guidelines developed by the City of Carlsbad. Table B-1 MID-BLOCK LINK COUNT DATA SUMMARY Location Number Segment Segment Location Count Day (s) Count Date (s) 1 Palomar Airport Road Paseo Del Norte and Armada Drive Tues, Wed 7/8 , 7/9 2 Palomar Airport Road Yarrow Drive and El Camino Real Tues, Wed 8/12 , 8/13 3 Palomar Airport Road El Camino Real and Loker Ave. West/Innovation Wy Tues, Wed 8/12 , 8/14 4 Palomar Airport Road El Fuerte Street and Melrose Drive Tues, Wed 8/12 , 8/13 5 Palomar Airport Road Melrose Drive and Paseo Valindo/Eagle Drive Tues, Wed 8/19 , 8/20 6 El Camino Real Plaza Drive and Marron Road Tues, Wed 8/5 , 8/6 7 El Camino Real Tamarack Avenue and Kelly Drive Tues, Wed 8/12 , 8/13 8 El Camino Real Faraday Avenue and Palomar Airport Road Wed, Thurs 8/20 , 8/21 9 El Camino Real Camino Vida Roble and Cassia Road Wed, Thurs 8/13 , 8/14 10 El Camino Real Arenal Road and Costa Del Mar Road Tues, Wed 7/29 , 7/30 11 El Camino Real La Costa Avenue and Levante Street Tues, Wed 8/5 , 8/6 12 El Camino Real Levante Street and Calle Barcelona Tues, Wed 8/5 , 8/6 13 Melrose Drive Lionshead Avenue and Palomar Airport Road Wed, Thurs 8/13 , 8/14 14 Melrose Drive Palomar Airport Road and Rancho Bravado Tues, Wed 7/8 , 7/9 15 Melrose Drive Alga Road and Corintia Street Tues, Wed 7/22 , 7/23 16 Carlsbad Boulevard Mountain View Drive and State Steet Tues, Wed 7/29 , 7/30 17 Carlsbad Boulevard Cannon Road and Cerezo Drive Tues, Wed 7/31 , 8/1 18 Carlsbad Boulevard Poinsettia Lane and Island Way Tues, Wed 8/5 , 8/6 19 Carlsbad Boulevard Avenida Encinas and La Costa Avenue Tues, Wed 8/5 , 8/6 20 La Costa Avenue Saxony Road and Piraeus Street Tues, Wed 8/12 , 8/13 21 La Costa Avenue Cadencia Street and Romeria Street Tues, Wed 7/22 , 7/23 22 Rancho Santa Fe Road La Costa Meadows Drive and San Elijo Road Tues, Wed 8/19 , 8/20 23 Rancho Santa Fe Road Avenida Soledad and Camino Junipero Tues, Wed 8/5 , 8/6 24 Rancho Santa Fe Road Olivenhain Road and Calle Acervo/Avenida La Posta Tues, Wed 8/5 , 8/6 25 Carlsbad Village Drive Victoria Avenue and Pontiac Drive Wed, Thurs 7/16 , 7/17 26 Poinsettia Lane Paseo Del Norte and Batiquitos Drive Tues, Wed 7/8 , 7/9 27 Tamarack Avenue El Camino Real and La Portalada Drive Wed, Thurs 8/13 , 8/14 28 Paseo Del Norte Camino Del Parque (north) and Palomar Airport Road Tues, Wed 7/8 , 7/9 29 Paseo Del Norte Palomar Airport Road and Car Country Drive Tues, Wed 7/8 , 7/9 30 Cannon Road Paseo Del Norte and Car Country Drive Tues, Wed 7/29 , 7/30 31 Cannon Road El Camino Real and College Boulevard Tues, Wed 7/29 , 7/30 32 College Boulevard Tamarack Avenue (N) and N. City Limits Tues, Wed 7/15 , 7/16 33 College Boulevard Palomar Airport Road and Aston Avenue Tues, Wed 7/15 , 7/16 34 Alga Road Corintia Street and El Fuerte Street Tues, Wed 7/22 , 7/23 2008 TRAFFIC MONITORING PROGRAM Table B-2 MID-BLOCK LINK LEVELS OF SERVICELocation NumberSegment Segment Location# of Lanes1Link VolumeDirection V/C LOS2Link VolumeDirection V/C LOS2# of hrs worse than LOS C1 Palomar Airport Road Paseo Del Norte and3 2,343 WB 0.43 A 2,315 EB 0.43 A 0Armada Drive2 Palomar Airport Road Yarrow Drive and3 1,647 WB 0.31 A 1,740 EB 0.32 A 0El Camino Real 3 Palomar Airport Road El Camino Real and 3 2,158 WB 0.40 A 2,207 EB 0.41 A 0Loker Ave. W./Innovation Wy.4 Palomar Airport Road El Fuerte Street and3 2,341 WB 0.43 A 2,363 EB 0.44 A 0Melrose Drive5 Palomar Airport Road Melrose Drive and 3 1,910 WB 0.35 A 2,008 EB 0.37 A 0Paseo Valindo/Eagle Drive6 El Camino Real Plaza Drive and 3 1,306 NB 0.24 A 1,044 SB 0.19 A 0Marron Road7 El Camino Real Tamarack Avenue and 2 1,622 NB 0.45 A 1,468 SB 0.41 A 0Kelly Drive8 El Camino Real Faraday Avenue and3 1,682 NB 0.31 A 1,873 SB 0.35 A 0Palomar Airport Road9 El Camino Real Camino Vida Roble and 2/3 1,445 NB 0.40 A 1,672 SB 0.31 A 0Cassia Road10 El Camino Real Arenal Road and3/2 2,013 NB 0.37 A 1,906 SB 0.53 A 0Costa Del Mar Road11 El Camino Real La Costa Avenue and3 1,413 NB 0.26 A 1,492 SB 0.28 A 0 Levante Street12 El Camino Real Levante Street and3 1,443 NB 0.27 A 1,367 SB 0.25 A 0Calle BarcelonaNotes: 1. Number of lanes is for the direction(s) indicated.2. The segment LOS was based upon the maximum, one-direction, one-hour volume in the peak period as a function of the one-direction, maximum lane volume of 1,800 vehicle per hour.2008 TRAFFIC MONITORING PROGRAM Table B-2 (Continued)MID-BLOCK LINK LEVELS OF SERVICELocation NumberSegment Segment Location# of Lanes1Link VolumeDirection V/C LOS2Link VolumeDirection V/C LOS2# of hrs worse than LOS C13 Melrose DriveLionshead Avenue and3 1,014 NB 0.19 A1,231 SB 0.23 A 0Palomar Airport Road14 Melrose DrivePalomar Airport Road and3 971 NB 0.18 A949SB 0.18 A 0Rancho Bravado15 Melrose DriveAlga Road and 3 865 NB 0.16 A1,051 SB 0.19 A 0Corintia Street16Carlsbad Boulevard State Street and1 608 NB 0.34 A528SB 0.29 A 0Mountain View Drive 17Carlsbad Boulevard Cannon Road and 1 803 NB 0.45 A1,056 SB 0.59 A 0Cerezo Drive 18Carlsbad Boulevard Island Way and2 554 NB 0.15 A589SB 0.16 A 0Poinsettia Lane19 Carlsbad Boulevard Avenida Encinas and2 822 NB 0.23 A797SB 0.22 A 0La Costa Avenue20La Costa Avenue Piraeus Street and2 1,268 WB 0.35 A1,574 EB 0.44 A 0Saxony Road21La Costa Avenue Romeria Street and 2/1 510 WB 0.14 A798EB 0.44 A 0Cadencia Street22Rancho Santa Fe Road La Costa Meadows Drive and3 1,300 NB 0.24 A1,425 SB 0.26 A 0San Elijo Road23 Rancho Santa Fe Road Avenida Soledad and3 1,678 NB 0.31 A1,937 SB 0.36 A 0Camino JuniperoNotes: 1. Number of lanes is for the direction(s) indicated.2. The segment LOS was based upon the maximum, one-direction, one-hour volume in the peak period as a function of the one-direction, maximum lane volume of 1,800 vehicle per hour.2008 TRAFFIC MONITORING PROGRAM Table B-2 (Continued) MID-BLOCK LINK LEVELS OF SERVICELocation NumberSegment Segment Location# of Lanes1Link Volume Direction V/C LOS2Link VolumeDirection V/C LOS2# of hrs worse than LOS C24Rancho Santa Fe Road Olivenhain Road and 2 724 NB 0.20 A 807 SB 0.22 A 0Avenida La Posta/Calle Acervo25Carlsbad Village Drive Pontiac Drive and1 247 WB 0.14 A 314 EB 0.17 A 0Victoria Avenue26Poinsettia Lane Paseo Del Norte and 2 1,088 WB 0.30 A 1,260 EB 0.35 A 0Batiquitos Drive27Tamarack Avenue El Camino Real and 2 430 WB 0.12 A 555 EB 0.15 A 0La Portalada Drive28Paseo Del Norte Camino Del Parque (North) and2 351 NB 0.10 A 492 SB 0.14 A 0Palomar Airport Road29Paseo Del Norte Palomar Airport Road and 2 512 NB 0.14 A 478 SB 0.13 A 0Car Country Drive30Cannon RoadPaseo Del Norte and 2 1,355 WB 0.38 A 1,188 EB 0.33 A 0Car Country Drive31 Cannon Road El Camino Real and 1 1,102 WB 0.61 B 1,222 EB 0.68 B 0College Boulevard32College BoulevardTamarack Avenue (North) and 2 1,357 NB 0.38 A 1,080 SB 0.30 A 0North City Limits33College Boulevard Aston Avenue and2 978 NB 0.27 A 1,078 SB 0.30 A 0Palomar Airport Road34 Alga Road Corintia Street and 2 628 WB 0.17 A 493 EB 0.14 A 0El Fuerte StreetNotes: 1. Number of lanes is for the direction(s) indicated.2. The segment LOS was based upon the maximum, one-direction, one-hour volume in the peak period as a function of the one-direction, maximum lane volume of 1,800 vehicle per hour.2008 TRAFFIC MONITORING PROGRAM CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 1 Location: Palomar Airport Road Between Paseo del Norte and Armada Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: P.D.N. to Armada Dr Location Code • • • • • • • • • • • •1 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20300 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 115 51 37 52 93 271 653 956 1028 1147 1300 1664 2021 1841 1698 1800 1972 2181 1854 1224 923 536 311 188 23916 36 18 8 9 15 51 127 217 264 278 274 358 499 496 403 428 472 473 503 364 242 162 84 58 27 8 8 9 18 62 154 228 251 300 312 418 513 459 425 454 511 583 467 336 231 132 95 59 23 11 11 22 28 78 177 244 223 253 339 410 536 413 407 424 448 603 483 271 228 120 71 40 29 14 10 12 32 80 195 267 290 316 375 478 473 473 463 494 541 522 401 253 222 122 61 31 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 122 55 45 39 103 245 643 909 1028 1113 1217 1670 2011 1791 1840 1932 2003 2343 1914 1331 927 528 319 205 24333 32 17 9 8 19 46 117 184 249 308 289 370 447 421 448 450 488 553 539 381 220 155 93 50 45 17 7 10 16 53 132 248 235 270 281 405 556 452 457 472 484 609 483 348 268 147 76 77 24 13 10 10 25 72 195 216 262 256 316 431 526 477 459 482 488 620 474 284 228 120 82 47 21 8 19 11 43 74 199 261 282 279 331 464 482 441 476 528 543 561 418 318 211 106 68 31 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/09/08 1900 2211 8700 07/08/08 94.5% 1898 2343 92.6% 91.7% 85.3% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: P.D.N. to Armada Dr Location Code • • • • • • • • • • • •1 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20300 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 69 57 70 143 395 1125 1894 2236 1831 1624 1628 1938 1938 1698 1341 1485 1658 1391 972 750 580 397 213 25548 44 21 14 21 38 91 243 456 700 510 431 409 432 497 453 376 322 430 418 257 213 162 117 65 36 17 16 4 25 54 232 372 518 464 425 384 462 488 427 327 370 419 353 243 203 175 121 57 18 21 15 24 24 81 284 500 531 414 399 405 508 493 398 327 378 432 320 252 169 125 81 49 17 10 12 21 56 169 366 566 487 443 369 430 536 460 420 311 415 377 300 220 165 118 78 42 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:30 to 13:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 108 77 55 53 130 405 1079 1847 2183 1819 1574 1514 1861 2035 1690 1545 1492 1518 1344 1045 772 590 391 215 25342 25 22 17 14 30 91 271 449 650 525 425 363 421 491 455 390 415 334 391 268 194 168 135 66 38 16 17 5 20 57 207 362 568 470 388 353 472 503 395 358 350 401 331 285 212 135 102 61 22 23 7 7 26 86 288 495 511 419 392 397 469 505 424 387 347 401 327 245 209 148 80 34 23 16 14 27 54 171 313 541 454 405 369 401 499 536 416 410 380 382 295 247 157 139 74 54 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •13:00 to 14:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 87.3% 2035 94.9% 2315 82.7% 2029 94.6% 8700 07/08/08 07/09/08 2270 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: P.D.N. to Armada Dr Location Code• • • • • • • • • • • • • • • • • •1 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start• • • • • • • • • • • • • • •7/08/08 00:00 Recording End• • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number• • • • • • • • • • • • • • •8700 Machine Nuber• • • • • • • • • • • • • • • • • •20300 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode• • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 115 122 119 119 02:00 51 55 53 53 03:00 37 45 41 41 04:00 52 39 46 46 05:00 93 103 98 98 06:00 271 245 258 258 07:00 653 643 648 648 08:00 956 909 933 933 09:00 1028 1028 1028 1028 10:00 1147 1113 1130 1130 11:00 1300 1217 1259 1259 12:00 1664 1670 1667 1667 13:00 2021 2011 2016 2016 14:00 1841 1791 1816 1816 15:00 1698 1840 1769 1769 16:00 1800 1932 1866 1866 17:00 1972 2003 1988 1988 18:00 2181 2343 2262 2262 19:00 1854 1914 1884 1884 20:00 1224 1331 1278 1278 21:00 923 927 925 925 22:00 536 528 532 532 23:00 311 319 315 315 24:00 188 205 197 197 Totals 23916 24333 24125 24125 % Avg Wkday 99.1 100.9 % Avg Day 99.1 100.9 12:00 12:00 AM Count 1664 1670 18:00 18:00 PM Count 2181 2343 AM Peak Hour PM Peak Hour July 6, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: P.D.N. to Armada Dr Location Code • • • • • • • • • • • • • • • • • •1 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8700 Machine Nuber • • • • • • • • • • • • • • • • • •20300 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 115 108 112 112 02:00 69 77 73 73 03:00 57 55 56 56 04:00 70 53 62 62 05:00 143 130 137 137 06:00 395 405 400 400 07:00 1125 1079 1102 1102 08:00 1894 1847 1871 1871 09:00 2236 2183 2210 2210 10:00 1831 1819 1825 1825 11:00 1624 1574 1599 1599 12:00 1628 1514 1571 1571 13:00 1938 1861 1900 1900 14:00 1938 2035 1987 1987 15:00 1698 1690 1694 1694 16:00 1341 1545 1443 1443 17:00 1485 1492 1489 1489 18:00 1658 1518 1588 1588 19:00 1391 1344 1368 1368 20:00 972 1045 1009 1009 21:00 750 772 761 761 22:00 580 590 585 585 23:00 397 391 394 394 24:00 213 215 214 214______________________________________________________ Totals 25548 25342 25445 25445 % Avg Wkday 100.4 99.6 % Avg Day 100.4 99.6 09:00 09:00 AM Count 2236 2183 14:00 14:00 PM Count 1938 2035 AM Peak Hour PM Peak Hour July 6, 2008 Tuesday,08End Time Tue01:00 23002:00 12003:00 9404:00 12205:00 23606:00 66607:00 177808:00 285009:00 326410:00 297811:00 292412:00 329213:00 395914:00 377915:00 339616:00 314117:00 345718:00 383919:00 324520:00 219621:00 167322:00 111623:00 70824:00 401Total 49464* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Paseo Del Norte and Armada DriveJuly 8, 2008Palomar Airport Road Between Paseo Del Norte and Armada Drive2301209412223666617782850326429782924329239593779339631413457383932452196167311167084010250500750100012501500175020002250250027503000325035003750400042504500475050005250550001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,09End Time Wed01:00 23002:00 13203:00 10004:00 9205:00 23306:00 65007:00 172208:00 275609:00 321110:00 293211:00 279112:00 318413:00 387214:00 382615:00 353016:00 347717:00 349518:00 386119:00 325820:00 237621:00 169922:00 111823:00 71024:00 420Total 49675* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Paseo Del Norte and Armada DriveJuly 9, 2008Palomar Airport Road Between Paseo Del Norte and Armada Drive2301321009223365017222756321129322791318438723826353034773495386132582376169911187104200250500750100012501500175020002250250027503000325035003750400042504500475050005250550001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK LINK COUNT SUMMARY Number: 2 Location: Palomar Airport Road Between Yarrow Drive and El Camino Real Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: Yarrow Dr to El Camino Real Location Code • • • • • • • • • • • •2 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • •7/23/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 60 41 36 39 109 385 973 1395 1531 1183 1015 1070 1172 1132 975 897 1044 1091 852 548 354 273 168 138 16481 24 18 10 8 21 76 233 305 438 393 279 251 294 296 276 187 279 242 250 178 84 78 59 32 15 5 7 3 17 69 198 351 386 291 259 243 288 267 260 245 263 246 226 142 93 83 42 46 10 12 10 11 31 107 258 355 361 272 245 270 307 282 219 236 259 302 198 121 92 52 39 31 11 6 9 17 40 133 284 384 346 227 232 306 283 287 220 229 243 301 178 107 85 60 28 29 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:45 to 12:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 52 37 38 31 94 382 1029 1450 1602 1143 996 1023 1206 1060 1006 1026 1008 1077 841 580 386 301 190 122 16680 15 15 15 3 17 69 248 335 475 335 278 271 306 267 274 239 241 250 229 167 110 91 52 29 14 6 4 8 12 73 223 370 427 289 254 243 286 285 230 254 264 257 210 153 97 76 53 48 11 9 11 9 30 103 262 370 358 252 229 235 310 242 246 286 243 291 218 140 86 67 53 24 12 7 8 11 35 137 296 375 342 267 235 274 304 266 256 247 260 279 184 120 93 67 32 21 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:00 to 13:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •97.3% 1647 1206 89.6% 97.3% 86.7% 07/23/08 1569 1195 8702 07/22/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: Yarrow Dr to El Camino Real Location Code • • • • • • • • • • • •2 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • •7/23/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 111 47 40 39 51 155 430 773 939 914 862 883 1184 1066 1154 1266 1609 1680 1206 738 691 461 315 225 16839 42 12 17 8 18 27 100 189 291 250 209 211 290 270 235 261 380 431 321 181 159 138 90 67 31 14 8 11 8 25 90 170 278 216 214 205 270 259 314 386 412 439 316 200 182 116 81 66 22 15 6 11 12 44 116 202 194 213 232 238 308 265 298 280 360 413 288 174 185 106 84 44 16 6 9 9 13 59 124 212 176 235 207 229 316 272 307 339 457 397 281 183 165 101 60 48 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 123 78 51 37 39 162 401 778 1037 887 780 932 1141 1100 1149 1295 1615 1619 1194 793 624 556 412 243 17046 39 22 23 6 13 30 76 181 286 241 194 219 266 270 321 300 380 424 338 192 145 152 112 70 43 23 12 11 6 36 78 160 281 227 198 217 289 264 254 358 408 424 293 199 141 156 120 78 24 17 8 7 6 41 123 200 234 213 209 233 286 298 258 305 377 439 306 206 153 131 94 49 17 16 8 13 14 55 124 237 236 206 179 263 300 268 316 332 450 332 257 196 185 117 86 46 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8702 07/22/08 07/23/08 1051 90.9% 1737 96.5% 1027 88.5% 1740 95.2% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: Yarrow Dr to El Camino Real Location Code • • • • • • • • • • • • • • • • • •2 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/23/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8702 Machine Nuber • • • • • • • • • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 20 21 22 23 24 25 26 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 60 52 56 56 02:00 41 37 39 39 03:00 36 38 37 37 04:00 39 31 35 35 05:00 109 94 102 102 06:00 385 382 384 384 07:00 973 1029 1001 1001 08:00 1395 1450 1423 1423 09:00 1531 1602 1567 1567 10:00 1183 1143 1163 1163 11:00 1015 996 1006 1006 12:00 1070 1023 1047 1047 13:00 1172 1206 1189 1189 14:00 1132 1060 1096 1096 15:00 975 1006 991 991 16:00 897 1026 962 962 17:00 1044 1008 1026 1026 18:00 1091 1077 1084 1084 19:00 852 841 847 847 20:00 548 580 564 564 21:00 354 386 370 370 22:00 273 301 287 287 23:00 168 190 179 179 24:00 138 122 130 130______________________________________________________ Totals 16481 16680 16581 16581 % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 09:00 09:00 AM Count 1531 1602 13:00 13:00 PM Count 1172 1206 AM Peak Hour PM Peak Hour July 20, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: Yarrow Dr to El Camino Real Location Code • • • • • • • • • • • • • • • • • •2 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/23/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8702 Machine Nuber • • • • • • • • • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 20 21 22 23 24 25 26 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 111 123 117 117 02:00 47 78 63 63 03:00 40 51 46 46 04:00 39 37 38 38 05:00 51 39 45 45 06:00 155 162 159 159 07:00 430 401 416 416 08:00 773 778 776 776 09:00 939 1037 988 988 10:00 914 887 901 901 11:00 862 780 821 821 12:00 883 932 908 908 13:00 1184 1141 1163 1163 14:00 1066 1100 1083 1083 15:00 1154 1149 1152 1152 16:00 1266 1295 1281 1281 17:00 1609 1615 1612 1612 18:00 1680 1619 1650 1650 19:00 1206 1194 1200 1200 20:00 738 793 766 766 21:00 691 624 658 658 22:00 461 556 509 509 23:00 315 412 364 364 24:00 225 243 234 234______________________________________________________ Totals 16839 17046 16943 16943 % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 09:00 09:00 AM Count 939 1037 18:00 18:00 PM Count 1680 1619 AM Peak Hour PM Peak Hour July 20, 2008 Tuesday,22End Time Tue01:00 17102:00 8803:00 7604:00 7805:00 16006:00 54007:00 140308:00 216809:00 247010:00 209711:00 187712:00 195313:00 235614:00 219815:00 212916:00 216317:00 265318:00 277119:00 205820:00 128621:00 104522:00 73423:00 48324:00 363Total 33320* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Yarrow Drive and El Camino RealJuly 22, 2008Palomar Airport Road Between Yarrow Drive and El Camino Real17188767816054014032168247020971877195323562198212921632653277120581286104573448336305001000150020002500300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,23End Time Wed01:00 17502:00 11503:00 8904:00 6805:00 13306:00 54407:00 143008:00 222809:00 263910:00 203011:00 177612:00 195513:00 234714:00 216015:00 215516:00 232117:00 262318:00 269619:00 203520:00 137321:00 101022:00 85723:00 60224:00 365Total 33726* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Yarrow Drive and El Camino RealJuly 23, 2008Palomar Airport Road Between Yarrow Drive and El Camino Real175115896813354414302228263920301776195523472160215523212623269620351373101085760236505001000150020002500300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 3 Location: Palomar Airport Road Between El Camino Real and Loker Avenue West/Innovation Way Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: E.C.R. to Loker Ave W./Innovation Pkw Location Code • • • • • • • • • • • •3 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • •8/12/008 00:00 Recording End • • • • • • • • • • • •8/13/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 82 45 32 42 200 578 1312 1905 2046 1483 1192 1248 1425 1333 1276 1296 1334 1526 1082 730 437 369 229 156 21358 20 15 9 8 47 137 351 472 553 417 327 311 389 382 327 312 322 370 308 223 122 101 78 44 19 14 6 11 35 73 265 437 573 403 291 284 349 309 329 311 327 413 288 195 119 91 42 52 22 7 8 10 68 161 335 484 499 359 281 311 316 326 295 324 299 372 263 164 117 91 60 33 21 9 9 13 50 207 361 512 421 304 293 342 371 316 325 349 386 371 223 148 79 86 49 27 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 82 51 36 48 181 594 1306 1918 2096 1457 1244 1312 1442 1350 1300 1308 1298 1522 1086 759 534 317 278 139 21658 16 13 10 11 41 135 315 474 555 411 355 336 393 342 328 284 294 323 311 229 149 71 96 36 26 15 5 8 33 76 278 448 543 410 297 334 397 329 346 295 340 420 275 196 132 91 50 46 20 12 10 15 44 175 308 453 517 312 287 340 306 362 309 380 326 392 280 160 125 63 77 31 20 11 11 14 63 208 405 543 481 324 305 302 346 317 317 349 338 387 220 174 128 92 55 26 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 08/13/08 2137 1541 8702 08/12/08 90.6% 2158 1522 93.2% 93.3% 97.2% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: E.C.R. to Loker Ave W./Innovation Pkw Location Code • • • • • • • • • • • •3 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • •8/12/008 00:00 Recording End • • • • • • • • • • • •8/13/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 167 79 74 43 68 214 551 1130 1428 1099 1033 1139 1389 1466 1497 1723 1951 2207 1708 1095 757 621 442 304 22185 59 26 24 18 16 44 120 260 416 320 256 260 338 375 361 406 488 540 471 299 213 184 108 80 44 20 13 12 13 35 98 250 364 294 262 273 369 332 329 401 506 548 435 274 193 166 130 81 39 21 17 5 10 63 142 309 310 259 249 323 335 389 401 435 479 587 399 292 182 144 95 83 25 12 20 8 29 72 191 311 338 226 266 283 347 370 406 481 478 532 403 230 169 127 109 60 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 217 108 76 45 61 230 558 1105 1401 1106 1070 1200 1449 1672 1686 1681 1896 2147 1647 1084 774 627 473 325 22638 73 30 9 18 11 47 125 279 445 254 295 289 357 413 442 413 449 515 505 299 196 149 122 102 75 25 22 14 18 46 106 245 333 310 271 277 335 405 402 411 485 567 410 282 191 175 135 84 39 36 28 5 10 53 157 269 307 265 245 300 356 461 377 348 497 577 404 262 211 164 110 86 30 17 17 8 22 84 170 312 316 277 259 334 401 393 465 509 465 488 328 241 176 139 106 53 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 78.7% 2147 93.0% 1428 85.8% 2207 94.0% 8702 08/12/08 08/13/08 1401 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: E.C.R. to Loker Ave W./Innovation Location Code • • • • • • • • • • • • • • • • • •3 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • • • • • • • •8/12/008 00:00 Recording End • • • • • • • • • • • • • • • • • •8/13/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8702 Machine Nuber • • • • • • • • • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 82 82 82 82 02:00 45 51 48 48 03:00 32 36 34 34 04:00 42 48 45 45 05:00 200 181 191 191 06:00 578 594 586 586 07:00 1312 1306 1309 1309 08:00 1905 1918 1912 1912 09:00 2046 2096 2071 2071 10:00 1483 1457 1470 1470 11:00 1192 1244 1218 1218 12:00 1248 1312 1280 1280 13:00 1425 1442 1434 1434 14:00 1333 1350 1342 1342 15:00 1276 1300 1288 1288 16:00 1296 1308 1302 1302 17:00 1334 1298 1316 1316 18:00 1526 1522 1524 1524 19:00 1082 1086 1084 1084 20:00 730 759 745 745 21:00 437 534 486 486 22:00 369 317 343 343 23:00 229 278 254 254 24:00 156 139 148 148______________________________________________________ Totals 21358 21658 21508 21508 % Avg Wkday 99.3 100.7 % Avg Day 99.3 100.7 09:00 09:00 AM Count 2046 2096 18:00 18:00 PM Count 1526 1522 AM Peak Hour PM Peak Hour August 10, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: E.C.R. to Loker Ave W./Innovation Location Code • • • • • • • • • • • • • • • • • •3 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • • • • • • • •8/12/008 00:00 Recording End • • • • • • • • • • • • • • • • • •8/13/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8702 Machine Nuber • • • • • • • • • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 167 217 192 192 02:00 79 108 94 94 03:00 74 76 75 75 04:00 43 45 44 44 05:00 68 61 65 65 06:00 214 230 222 222 07:00 551 558 555 555 08:00 1130 1105 1118 1118 09:00 1428 1401 1415 1415 10:00 1099 1106 1103 1103 11:00 1033 1070 1052 1052 12:00 1139 1200 1170 1170 13:00 1389 1449 1419 1419 14:00 1466 1672 1569 1569 15:00 1497 1686 1592 1592 16:00 1723 1681 1702 1702 17:00 1951 1896 1924 1924 18:00 2207 2147 2177 2177 19:00 1708 1647 1678 1678 20:00 1095 1084 1090 1090 21:00 757 774 766 766 22:00 621 627 624 624 23:00 442 473 458 458 24:00 304 325 315 315______________________________________________________ Totals 22185 22638 22412 22412 % Avg Wkday 99.0 101.0 % Avg Day 99.0 101.0 09:00 09:00 AM Count 1428 1401 18:00 18:00 PM Count 2207 2147 AM Peak Hour PM Peak Hour August 10, 2008 Tuesday,12End Time Tue01:00 24902:00 12403:00 10604:00 8505:00 26806:00 79207:00 186308:00 303509:00 347410:00 258211:00 222512:00 238713:00 281414:00 279915:00 277316:00 301917:00 328518:00 373319:00 279020:00 182521:00 119422:00 99023:00 67124:00 460Total 43543* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Camino Real and Loker Ave. W./ and Innovation WayAugust 12, 2008Palomar Airport Road Between El Camino Real and Loker Ave.W./Innovation Way249124106852687921863303534742582222523872814279927733019328537332790182511949906714600500100015002000250030003500400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,13End Time Wed01:00 29902:00 15903:00 11204:00 9305:00 24206:00 82407:00 186408:00 302309:00 349710:00 256311:00 231412:00 251213:00 289114:00 302215:00 298616:00 298917:00 319418:00 366919:00 273320:00 184321:00 130822:00 94423:00 75124:00 464Total 44296* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Camino Real and Loker Ave. W./ and Innovation WayAugust 13, 2008Palomar Airport Road Between El Camino Real and Loker Ave. W./Innovation Way299159112932428241864302334972563231425122891302229862989319436692733184313089447514640100020003000400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 4 Location: Palomar Airport Road Between El Fuerte Street and Melrose Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: El Fuerte Street to Melrose Drive Location Code • • • • • • • • • • • •4 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • •8/13/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 98 54 44 62 223 647 1504 2104 2191 1532 1191 1168 1264 1280 1127 1209 1116 1236 959 667 440 369 236 187 20908 24 17 11 11 51 138 410 534 573 439 347 297 332 358 281 298 274 304 283 191 114 93 82 50 21 15 10 15 36 80 289 498 615 425 276 284 285 320 288 310 257 363 237 185 111 92 45 63 25 11 9 14 69 184 378 526 550 358 285 281 315 293 270 286 264 297 222 159 115 95 56 44 28 11 14 22 67 245 427 546 453 310 283 306 332 309 288 315 321 272 217 132 100 89 53 30 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:30 to 13:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 101 66 50 62 198 669 1462 2151 2261 1542 1192 1255 1222 1310 1104 1226 1094 1244 905 741 512 328 282 173 21150 21 18 13 15 44 140 387 544 636 435 335 338 324 335 281 285 276 285 281 212 137 74 93 47 28 21 9 12 38 94 284 525 603 413 285 313 302 324 285 303 268 359 217 200 124 93 60 53 29 12 13 19 50 194 367 530 550 357 288 297 292 305 259 330 284 314 218 166 122 69 76 41 23 15 15 16 66 241 424 552 472 337 284 307 304 346 279 308 266 286 189 163 129 92 53 32 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •13:00 to 14:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 08/13/08 2284 1325 8702 08/12/08 94.7% 2341 1310 92.8% 92.5% 92.0% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: El Fuerte Street to Melrose Drive Location Code • • • • • • • • • • • •4 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • •8/13/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 178 82 70 42 55 156 404 794 1077 896 914 1077 1300 1330 1441 1824 2089 2363 1737 1112 754 610 435 327 21067 60 25 22 13 15 27 92 167 285 242 212 236 318 357 326 424 523 547 499 296 210 186 105 76 52 24 11 11 12 24 81 186 293 226 237 241 365 300 324 427 536 625 415 309 186 158 122 111 41 21 17 6 6 44 113 208 246 219 222 303 322 297 353 447 496 616 416 302 194 136 101 81 25 12 20 12 22 61 118 233 253 209 243 297 295 376 438 526 534 575 407 205 164 130 107 59 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 231 103 70 45 59 154 419 759 1043 910 925 1109 1352 1516 1632 1746 2088 2337 1666 1118 762 602 458 345 21449 73 28 9 16 9 27 103 171 290 211 246 269 326 373 380 433 515 580 534 298 192 138 120 101 88 24 20 14 22 32 78 171 264 234 238 257 336 353 381 384 546 621 391 320 181 163 131 100 41 33 30 7 10 36 115 197 236 213 206 276 364 412 335 400 519 633 430 279 213 162 100 93 29 18 11 8 18 59 123 220 253 252 235 307 326 378 536 529 508 503 311 221 176 139 107 51 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 92.6% 2342 92.5% 1283 87.9% 2363 94.5% 8702 08/12/08 08/13/08 1245 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: El Fuerte Street to Melrose Drive Location Code • • • • • • • • • • • • • • • • • •4 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/13/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8702 Machine Nuber • • • • • • • • • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 98 101 100 100 02:00 54 66 60 60 03:00 44 50 47 47 04:00 62 62 62 62 05:00 223 198 211 211 06:00 647 669 658 658 07:00 1504 1462 1483 1483 08:00 2104 2151 2128 2128 09:00 2191 2261 2226 2226 10:00 1532 1542 1537 1537 11:00 1191 1192 1192 1192 12:00 1168 1255 1212 1212 13:00 1264 1222 1243 1243 14:00 1280 1310 1295 1295 15:00 1127 1104 1116 1116 16:00 1209 1226 1218 1218 17:00 1116 1094 1105 1105 18:00 1236 1244 1240 1240 19:00 959 905 932 932 20:00 667 741 704 704 21:00 440 512 476 476 22:00 369 328 349 349 23:00 236 282 259 259 24:00 187 173 180 180______________________________________________________ Totals 20908 21150 21029 21029 % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 09:00 09:00 AM Count 2191 2261 14:00 14:00 PM Count 1280 1310 AM Peak Hour PM Peak Hour August 10, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: El Fuerte Street to Melrose Drive Location Code • • • • • • • • • • • • • • • • • •4 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/13/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8702 Machine Nuber • • • • • • • • • • • • • • • • • •20302 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 178 231 205 205 02:00 82 103 93 93 03:00 70 70 70 70 04:00 42 45 44 44 05:00 55 59 57 57 06:00 156 154 155 155 07:00 404 419 412 412 08:00 794 759 777 777 09:00 1077 1043 1060 1060 10:00 896 910 903 903 11:00 914 925 920 920 12:00 1077 1109 1093 1093 13:00 1300 1352 1326 1326 14:00 1330 1516 1423 1423 15:00 1441 1632 1537 1537 16:00 1824 1746 1785 1785 17:00 2089 2088 2089 2089 18:00 2363 2337 2350 2350 19:00 1737 1666 1702 1702 20:00 1112 1118 1115 1115 21:00 754 762 758 758 22:00 610 602 606 606 23:00 435 458 447 447 24:00 327 345 336 336______________________________________________________ Totals 21067 21449 21258 21258 % Avg Wkday 99.1 100.9 % Avg Day 99.1 100.9 12:00 12:00 AM Count 1077 1109 18:00 18:00 PM Count 2363 2337 AM Peak Hour PM Peak Hour August 10, 2008 Tuesday,12End Time Tue01:00 27602:00 13603:00 11404:00 10405:00 27806:00 80307:00 190808:00 289809:00 326810:00 242811:00 210512:00 224513:00 256414:00 261015:00 256816:00 303317:00 320518:00 359919:00 269620:00 177921:00 119422:00 97923:00 67124:00 514Total 41975* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Fuerte Street and Melrose DriveAugust 12, 2008Palomar Airport Road Between El Fuerte Street and Melrose Drive2761361141042788031908289832682428210522452564261025683033320535992696177911949796715140500100015002000250030003500400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,13End Time Wed01:00 33202:00 16903:00 12004:00 10705:00 25706:00 82307:00 188108:00 291009:00 330410:00 245211:00 211712:00 236413:00 257414:00 282615:00 273616:00 297217:00 318218:00 358119:00 257120:00 185921:00 127422:00 93023:00 74024:00 518Total 42599* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween El Fuerte Street and Melrose DriveAugust 13, 2008Palomar Airport Road Between El Fuerte Street and Melrose Drive3321691201072578231881291033042452211723642574282627362972318235812571185912749307405180500100015002000250030003500400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 5 Location: Palomar Airport Road Between Melrose Drive and Paseo Valindo/Eagle Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location• • • • • • • • • • • • • • • • • • •Palomar Airport Rd: Melrose Dr to Paseo Valindo/Eagle Dr. Location Code• • • • • • • • • • • •5 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/18/08 00:00 Recording Start• • • • • • • • •8/19/08 00:00 Recording End• • • • • • • • • • • •8/20/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number• • • • • • • • • Machine Number • • • • • • • • • •20304 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 81 52 40 56 202 653 1243 1762 1769 1156 910 920 1138 1090 975 858 896 1008 768 581 392 301 237 128 17216 26 11 12 13 39 136 340 452 536 344 231 221 273 281 267 192 213 248 214 161 109 67 80 44 20 14 9 10 28 95 231 411 447 273 236 225 270 281 248 230 234 285 202 169 80 67 57 39 21 14 12 13 43 154 307 461 411 242 228 231 295 272 247 226 205 253 171 140 110 88 60 23 14 13 7 20 92 268 365 438 375 297 215 243 300 256 213 210 244 222 181 111 93 79 40 22 AM Peak Hour• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor• • • • • • • • • • • • • • • • • • • • • PM Peak Hour• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:30 to 13:30 ( vehicles) PM Peak Hour Factor• • • • • • • • • • • • • • • • • • • • • Wednesday 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 60 37 45 52 179 612 1234 1796 1795 1148 945 915 1074 1106 895 965 935 1050 762 592 425 331 233 127 17313 14 11 21 10 42 111 347 511 526 352 267 196 268 312 239 237 211 234 195 167 111 103 54 37 17 15 10 14 22 87 218 388 487 295 214 238 261 313 231 230 226 273 209 168 106 87 77 39 15 6 9 10 47 157 300 467 411 267 257 229 267 234 230 264 234 276 186 137 112 76 51 30 14 5 5 18 68 257 369 430 371 234 207 252 278 247 195 234 264 267 172 120 96 65 51 21 AM Peak Hour• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor• • • • • • • • • • • • • • • • • • • • • PM Peak Hour• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:30 to 13:30 ( vehicles) PM Peak Hour Factor• • • • • • • • • • • • • • • • • • • • • 08/20/08 1882 1157 8704 08/19/08 93.5% 1910 1170 87.8% 96.4% 90.8% Volume Count Report Location• • • • • • • • • • • • • • • • • • •Palomar Airport Rd: Melrose Dr to Paseo Valindo/Eagle Dr. Location Code• • • • • • • • • • • •5 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/18/08 00:00 Recording Start• • • • • • • • •8/19/08 00:00 Recording End• • • • • • • • • • • •8/20/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number• • • • • • • • • Machine Number • • • • • • • • • •20304 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 116 37 20 30 34 101 283 605 799 752 697 875 1161 1058 1266 1437 1718 1967 1209 779 560 376 301 210 16391 35 7 7 9 12 17 75 131 215 239 184 194 273 251 309 320 340 413 353 218 143 117 67 56 46 12 4 7 4 18 57 146 189 180 161 189 334 276 281 362 461 536 323 211 146 98 88 71 1753592871144209178172232269262304311420521329185135867345 18 13 6 9 9 38 80 184 186 155 180 260 285 269 372 444 497 497 204 165 136 75 73 38 AM Peak Hour• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor• • • • • • • • • • • • • • • • • • • • • PM Peak Hour• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor• • • • • • • • • • • • • • • • • • • • • Wednesday 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 150 48 49 26 36 120 304 615 858 770 697 934 1134 1016 1179 1438 1740 2008 1428 776 520 419 337 228 16830 45 10 13 7 6 21 53 132 219 254 161 240 276 278 270 327 427 488 450 238 134 106 96 62 59 10 11 4 10 19 76 152 242 162 154 198 338 230 234 345 401 534 360 215 150 118 78 73 28 10 12 6 9 23 96 150 202 169 181 235 243 256 296 332 478 511 363 179 113 84 85 55 18 18 13 9 11 57 79 181 195 185 201 261 277 252 379 434 434 475 255 144 123 111 78 38 AM Peak Hour• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor• • • • • • • • • • • • • • • • • • • • • PM Peak Hour• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor• • • • • • • • • • • • • • • • • • • • • 82.1% 2008 94.0% 82.3% 1967 59.1% 8704 08/19/08 08/20/08 1110 1099 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: Melrose Dr to Paseo Valindo/Eagle Dr. Location Code• • • • • • • • • • • • • • • • • •5 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/18/08 00:00 Recording Start• • • • • • • • • • • • • • •8/19/08 00:00 Recording End• • • • • • • • • • • • • • • • • •8/20/08 00:00 Sample Time• • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number• • • • • • • • • • • • • • •8704 Machine Nuber• • • • • • • • • • • • • • • • • •20304 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode• • • • • • • • • • • • • • • • • •Volume Week of Channel:A Direction:W End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 81 60 71 71 02:00 52 37 45 45 03:00 40 45 43 43 04:00 56 52 54 54 05:00 202 179 191 191 06:00 653 612 633 633 07:00 1243 1234 1239 1239 08:00 1762 1796 1779 1779 09:00 1769 1795 1782 1782 10:00 1156 1148 1152 1152 11:00 910 945 928 928 12:00 920 915 918 918 13:00 1138 1074 1106 1106 14:00 1090 1106 1098 1098 15:00 975 895 935 935 16:00 858 965 912 912 17:00 896 935 916 916 18:00 1008 1050 1029 1029 19:00 768 762 765 765 20:00 581 592 587 587 21:00 392 425 409 409 22:00 301 331 316 316 23:00 237 233 235 235 24:00 128 127 128 128 Totals 17216 17313 17265 17265 % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 09:00 08:00 AM Count 1769 1796 13:00 14:00 PM Count 1138 1106 AM Peak Hour PM Peak Hour August 17, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Palomar Airport Rd: Melrose Dr to Paseo Valindo/Eagle Dr. Location Code • • • • • • • • • • • • • • • • • •5 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/18/08 00:00 Recording Start • • • • • • • • • • • • • • •8/19/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/20/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8704 Machine Nuber • • • • • • • • • • • • • • • • • •20304 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 116 150 133 133 02:00 37 48 43 43 03:00 20 49 35 35 04:00 30 26 28 28 05:00 34 36 35 35 06:00 101 120 111 111 07:00 283 304 294 294 08:00 605 615 610 610 09:00 799 858 829 829 10:00 752 770 761 761 11:00 697 697 697 697 12:00 875 934 905 905 13:00 1161 1134 1148 1148 14:00 1058 1016 1037 1037 15:00 1266 1179 1223 1223 16:00 1437 1438 1438 1438 17:00 1718 1740 1729 1729 18:00 1967 2008 1988 1988 19:00 1209 1428 1319 1319 20:00 779 776 778 778 21:00 560 520 540 540 22:00 376 419 398 398 23:00 301 337 319 319 24:00 210 228 219 219______________________________________________________ Totals 16391 16830 16611 16611 % Avg Wkday 98.7 101.3 % Avg Day 98.7 101.3 12:00 12:00 AM Count 875 934 18:00 18:00 PM Count 1967 2008 AM Peak Hour PM Peak Hour August 17, 2008 Tuesday,19End Time Tue01:00 19702:00 8903:00 6004:00 8605:00 23606:00 75407:00 152608:00 236709:00 256810:00 190811:00 160712:00 179513:00 229914:00 214815:00 224116:00 229517:00 261418:00 297519:00 197720:00 136021:00 95222:00 67723:00 53824:00 338Total 33607* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Melrose Dr and Paseo Valindo/Eagle Dr.August 19, 2008Palomar Airport Road Between Melrose Dr and Paseo Valindo/Eagle Dr.1978960862367541526236725681908160717952299214822412295261429751977136095267753833802505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,20End Time Wed01:00 21002:00 8503:00 9404:00 7805:00 21506:00 73207:00 153808:00 241109:00 265310:00 191811:00 164212:00 184913:00 220814:00 212215:00 207416:00 240317:00 267518:00 305819:00 219020:00 136821:00 94522:00 75023:00 57024:00 355Total 34143* - Volumes represent combined totals of both directions.24-Hour Volume PlotPalomar Airport RoadBetween Melrose Dr and Paseo Valindo/Eagle Dr.August 20, 2008Palomar Airport Road Between Melrose Dr and Paseo Valindo/Eagle Dr.2108594782157321538241126531918164218492208212220742403267530582190136894575057035502505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 6 Location: El Camino Real Between Plaza Drive and Marron Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Plaza Dr. to Marron Rd. Location Code • • • • • • • • • • • •6 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20305 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 94 53 30 29 50 129 300 532 635 674 687 799 938 993 977 1074 1251 1181 1062 759 621 504 268 186 13826 30 18 7 9 5 20 60 132 189 177 163 180 230 247 260 276 322 304 283 195 163 128 89 43 21 17 13 2 10 28 61 108 155 159 156 218 199 279 239 262 308 329 295 216 169 143 64 35 28 5 7 3 15 36 82 142 154 171 168 199 245 235 232 254 332 242 248 183 141 126 57 67 15 13 3 15 20 45 97 150 137 167 200 202 264 232 246 282 289 306 236 165 148 107 58 41 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:15 to 12:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:30 to 17:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 49 41 30 54 136 325 553 609 674 687 857 899 913 950 1035 1150 1306 1051 761 639 515 305 168 13813 34 9 12 11 8 32 69 120 165 164 197 198 210 246 256 263 287 318 315 206 163 148 84 44 31 11 9 8 14 33 71 131 149 184 172 214 249 233 245 255 265 324 276 193 162 125 89 49 21 15 14 6 16 25 94 148 160 162 154 230 207 229 230 267 331 342 254 191 160 120 75 40 20 14 6 5 16 46 91 154 135 164 164 215 233 205 219 250 267 322 206 171 154 122 57 35 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 08/06/08 849 1254 8705 08/05/08 95.5% 904 1306 92.3% 94.4% 90.8% Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Plaza Dr. to Marron Rd. Location Code • • • • • • • • • • • •6 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20305 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 89 55 34 32 101 232 477 871 970 742 613 663 848 857 836 834 902 910 810 670 535 378 281 142 12882 32 20 9 11 15 59 114 257 309 214 150 152 181 200 225 208 218 234 224 228 137 104 88 41 18 15 7 4 13 34 81 165 248 176 152 170 229 203 199 190 221 227 205 151 132 111 84 52 24 11 7 9 26 48 132 195 220 162 139 166 219 221 223 220 243 228 176 148 124 96 52 24 15 9 11 8 47 91 150 254 193 190 172 175 219 233 189 216 220 221 205 143 142 67 57 25 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:30 to 17:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 99 30 40 19 91 241 509 866 969 746 617 730 844 848 794 770 855 910 764 715 557 469 280 142 12905 42 11 10 6 15 68 121 209 302 201 173 166 197 229 198 202 211 218 206 194 149 126 77 44 16 4 7 4 14 36 85 179 251 199 150 168 215 211 189 180 204 233 190 179 165 125 79 43 16 7 16 4 21 56 119 218 231 170 137 185 222 200 199 189 232 229 166 157 125 110 73 37 25 8 7 5 41 81 184 260 185 176 157 211 210 208 208 199 208 230 202 185 118 108 51 18 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 86.4% 910 97.6% 1031 83.4% 924 95.1% 8705 08/05/08 08/06/08 1044 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Plaza Dr. to Marron Rd. Location Code • • • • • • • • • • • • • • • • • •6 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8705 Machine Nuber • • • • • • • • • • • • • • • • • •20305 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 94 106 100 100 02:00 53 49 51 51 03:00 30 41 36 36 04:00 29 30 30 30 05:00 50 54 52 52 06:00 129 136 133 133 07:00 300 325 313 313 08:00 532 553 543 543 09:00 635 609 622 622 10:00 674 674 674 674 11:00 687 687 687 687 12:00 799 857 828 828 13:00 938 899 919 919 14:00 993 913 953 953 15:00 977 950 964 964 16:00 1074 1035 1055 1055 17:00 1251 1150 1201 1201 18:00 1181 1306 1244 1244 19:00 1062 1051 1057 1057 20:00 759 761 760 760 21:00 621 639 630 630 22:00 504 515 510 510 23:00 268 305 287 287 24:00 186 168 177 177______________________________________________________ Totals 13826 13813 13820 13820 % Avg Wkday 100.0 100.0 % Avg Day 100.0 100.0 12:00 12:00 AM Count 799 857 17:00 18:00 PM Count 1251 1306 AM Peak Hour PM Peak Hour August 3, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Plaza Dr. to Marron Rd. Location Code • • • • • • • • • • • • • • • • • •6 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8705 Machine Nuber • • • • • • • • • • • • • • • • • •20305 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 89 99 94 94 02:00 55 30 43 43 03:00 34 40 37 37 04:00 32 19 26 26 05:00 101 91 96 96 06:00 232 241 237 237 07:00 477 509 493 493 08:00 871 866 869 869 09:00 970 969 970 970 10:00 742 746 744 744 11:00 613 617 615 615 12:00 663 730 697 697 13:00 848 844 846 846 14:00 857 848 853 853 15:00 836 794 815 815 16:00 834 770 802 802 17:00 902 855 879 879 18:00 910 910 910 910 19:00 810 764 787 787 20:00 670 715 693 693 21:00 535 557 546 546 22:00 378 469 424 424 23:00 281 280 281 281 24:00 142 142 142 142______________________________________________________ Totals 12882 12905 12894 12894 % Avg Wkday 99.9 100.1 % Avg Day 99.9 100.1 09:00 09:00 AM Count 970 969 18:00 18:00 PM Count 910 910 AM Peak Hour PM Peak Hour August 3, 2008 Tuesday,05End Time Tue01:00 18302:00 10803:00 6404:00 6105:00 15106:00 36107:00 77708:00 140309:00 160510:00 141611:00 130012:00 146213:00 178614:00 185015:00 181316:00 190817:00 215318:00 209119:00 187220:00 142921:00 115622:00 88223:00 54924:00 328Total 26708* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Plaza Drive and Marron RoadAugust 5, 2008El Camino Real Between Plaza Drive and Marron Road 183108646115136177714031605141613001462178618501813190821532091187214291156882549328025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,06End Time Wed01:00 20502:00 7903:00 8104:00 4905:00 14506:00 37707:00 83408:00 141909:00 157810:00 142011:00 130412:00 158713:00 174314:00 176115:00 174416:00 180517:00 200518:00 221619:00 181520:00 147621:00 119622:00 98423:00 58524:00 310Total 26718* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Plaza Drive and Marron RoadAugust 6, 2008El Camino Real Between Plaza Drive and Marron Road20579814914537783414191578142013041587174317611744180520052216181514761196984585310025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 7 Location: El Camino Real Between Tamarack Avenue and Kelly Drive Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Tamarack Ave to Kelly Dr Location Code • • • • • • • • • • • •7 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • •8/13/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20306 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 36 30 19 28 46 129 310 409 455 534 671 853 809 755 988 1256 1608 948 557 440 250 211 130 11528 10 11 5 6 6 11 21 63 73 119 125 155 229 174 163 248 259 371 292 163 108 84 56 29 1648569326011496127152230201168245340394258149128624746 18 15 12 3 8 14 28 81 101 127 132 173 207 209 182 206 292 492 214 132 103 56 55 32 1265581248106121113150191187225242289365351184113101485323 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 84 39 37 21 28 44 120 267 452 499 581 695 1263 1379 1013 1064 1264 1584 1027 624 406 247 214 146 13098 28 10 8 10 4 11 16 39 107 140 135 153 294 352 280 228 285 402 310 196 91 75 61 29 22 6 14 3 9 7 30 62 118 119 139 135 336 356 240 234 329 399 269 185 120 60 60 51 14 15 10 3 8 5 32 73 111 132 145 199 338 339 230 265 352 470 233 127 101 57 51 41 20855721429311610816220829533226333729831321511694554225 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •84.3% 1037 1584 89.5% 82.4% 77.2% 08/13/08 823 1622 8706 08/12/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Tamarack Ave to Kelly Dr Location Code • • • • • • • • • • • •7 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • •8/13/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20306 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 17 20 21 98 258 578 1121 1357 748 613 590 670 748 718 610 614 676 563 446 303 208 125 79 11226 10 4 5 3 15 77 134 318 505 226 154 148 165 200 198 163 166 165 137 116 90 53 36 21 11 7 7 8 11 39 105 222 310 182 159 150 159 190 190 146 136 174 149 122 76 46 37 22 8342344712927131616315916217018616415315216013611474613017 16 3 4 8 38 95 210 310 226 177 141 130 176 172 166 148 160 177 141 94 63 48 22 19 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:45 to 13:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 60 25 28 17 87 271 594 1163 1391 795 638 617 691 852 732 598 622 607 518 443 329 265 163 76 11582 18 13 6 2 13 76 142 299 491 269 158 156 159 234 178 153 172 168 155 122 73 71 57 22 14 5 7 1 17 42 110 228 341 175 176 141 163 230 179 137 163 148 126 112 84 71 43 19 17 3 8 3 23 59 137 310 304 182 157 133 165 190 202 152 128 143 129 111 89 79 26 16 11 4 7 11 34 94 205 326 255 169 147 187 204 198 173 156 159 148 108 98 83 44 37 19 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:45 to 13:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8706 08/12/08 08/13/08 1468 74.7% 858 91.7% 1441 71.3% 752 94.0% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Tamarack Ave to Kelly Dr Location Code • • • • • • • • • • • • • • • • • •7 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/13/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8706 Machine Nuber • • • • • • • • • • • • • • • • • •20306 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 56 84 70 70 02:00 36 39 38 38 03:00 30 37 34 34 04:00 19 21 20 20 05:00 28 28 28 28 06:00 46 44 45 45 07:00 129 120 125 125 08:00 310 267 289 289 09:00 409 452 431 431 10:00 455 499 477 477 11:00 534 581 558 558 12:00 671 695 683 683 13:00 853 1263 1058 1058 14:00 809 1379 1094 1094 15:00 755 1013 884 884 16:00 988 1064 1026 1026 17:00 1256 1264 1260 1260 18:00 1608 1584 1596 1596 19:00 948 1027 988 988 20:00 557 624 591 591 21:00 440 406 423 423 22:00 250 247 249 249 23:00 211 214 213 213 24:00 130 146 138 138______________________________________________________ Totals 11528 13098 12313 12313 % Avg Wkday 93.6 106.4 % Avg Day 93.6 106.4 12:00 12:00 AM Count 671 695 18:00 18:00 PM Count 1608 1584 AM Peak Hour PM Peak Hour August 10, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Tamarack Ave to Kelly Dr Location Code • • • • • • • • • • • • • • • • • •7 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/13/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8706 Machine Nuber • • • • • • • • • • • • • • • • • •20306 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 45 60 53 53 02:00 17 25 21 21 03:00 20 28 24 24 04:00 21 17 19 19 05:00 98 87 93 93 06:00 258 271 265 265 07:00 578 594 586 586 08:00 1121 1163 1142 1142 09:00 1357 1391 1374 1374 10:00 748 795 772 772 11:00 613 638 626 626 12:00 590 617 604 604 13:00 670 691 681 681 14:00 748 852 800 800 15:00 718 732 725 725 16:00 610 598 604 604 17:00 614 622 618 618 18:00 676 607 642 642 19:00 563 518 541 541 20:00 446 443 445 445 21:00 303 329 316 316 22:00 208 265 237 237 23:00 125 163 144 144 24:00 79 76 78 78______________________________________________________ Totals 11226 11582 11404 11404 % Avg Wkday 98.4 101.6 % Avg Day 98.4 101.6 09:00 09:00 AM Count 1357 1391 14:00 14:00 PM Count 748 852 AM Peak Hour PM Peak Hour August 10, 2008 Tuesday,12End Time Tue01:00 10102:00 5303:00 5004:00 4005:00 12606:00 30407:00 70708:00 143109:00 176610:00 120311:00 114712:00 126113:00 152314:00 155715:00 147316:00 159817:00 187018:00 228419:00 151120:00 100321:00 74322:00 45823:00 33624:00 209Total 22754* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Tamarack Avenue and Kelly DriveAugust 12, 2008El Camino Real Between Tamarack Avenue and Kelly Drive 10153504012630470714311766120311471261152315571473159818702284151110037434583362090250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,13End Time Wed01:00 14402:00 6403:00 6504:00 3805:00 11506:00 31507:00 71408:00 143009:00 184310:00 129411:00 121912:00 131213:00 195414:00 223115:00 174516:00 166217:00 188618:00 219119:00 154520:00 106721:00 73522:00 51223:00 37724:00 222Total 24680* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Tamarack Avenue and Kelly DriveAugust 13, 2008El Camino Real Between Tamarack Avenue and Kelly Drive14464653811531571414301843129412191312195422311745166218862191154510677355123772220250500750100012501500175020002250250001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 8 Location: El Camino Real Between Faraday Avenue and Palomar Airport Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Faraday Ave to P.A.R. Location Code • • • • • • • • • • • •8 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/19/08 00:00 Recording Start • • • • • • • • •8/20/08 00:00 Recording End • • • • • • • • • • • •8/21/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20307 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday 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 42 34 122 265 607 1263 1612 1212 1044 1042 1298 1252 1271 1334 1421 1682 1124 753 491 387 271 175 18815 28 12 13 9 24 83 197 257 474 401 278 256 289 347 318 353 324 368 287 174 146 92 79 47 16 12 12 7 24 28 96 302 402 286 256 243 348 318 298 351 363 522 291 234 136 122 74 64 19 13 8 7 38 57 127 338 382 236 242 246 297 311 316 307 386 413 319 164 106 104 66 33 12 1 9 11 36 97 187 366 354 289 268 297 364 276 339 323 348 379 227 181 103 69 52 31 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday 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 76 44 26 42 135 296 597 1224 1606 1141 1005 1090 1171 1175 1257 1361 1490 1566 1139 749 481 382 267 201 18521 28 17 6 16 27 93 177 254 434 323 271 282 299 306 317 343 304 367 362 243 128 113 62 68 17 13 8 3 29 34 106 281 437 289 232 262 308 294 277 382 386 437 279 189 154 101 73 48 13 8 8 9 42 66 136 301 376 262 256 257 278 284 316 317 383 399 262 174 113 76 71 39 18 6 4 14 37 103 178 388 359 267 246 289 286 291 347 319 417 363 236 143 86 92 61 46 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 08/21/08 1624 1682 8707 08/20/08 92.7% 1635 1620 85.7% 80.6% 93.5% Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Faraday Ave to P.A.R. Location Code • • • • • • • • • • • •8 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/19/08 00:00 Recording Start • • • • • • • • •8/20/08 00:00 Recording End • • • • • • • • • • • •8/21/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20307 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 101 65 70 35 88 239 669 1159 1371 1133 1048 1090 1417 1342 1239 1411 1564 1821 1246 737 479 355 234 138 19051 37 14 8 9 22 48 151 262 356 344 298 233 362 371 318 346 357 404 354 191 143 107 72 36 24 18 26 9 11 62 146 233 357 281 246 283 401 312 298 332 418 547 344 188 128 97 62 38 26 21 19 6 16 48 163 303 351 239 227 267 307 311 301 324 356 479 279 159 102 77 56 37 14 12 17 11 39 81 209 361 307 269 277 307 347 348 322 409 433 391 269 199 106 74 44 27 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday 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 117 77 57 31 77 227 698 1140 1353 1076 1051 1118 1326 1282 1304 1428 1616 1858 1235 777 469 348 254 164 19083 53 27 8 11 16 51 171 313 364 276 274 247 316 322 306 349 386 384 399 212 117 124 73 48 27 22 22 7 26 46 139 239 309 282 309 267 333 358 317 372 432 569 323 214 111 99 79 48 19 16 16 2 12 63 167 284 353 264 231 298 338 298 302 338 376 481 291 184 137 73 59 41 18 12 11 11 23 67 221 304 327 254 237 306 339 304 379 369 422 424 222 167 104 52 43 27 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 92.9% 1873 82.3% 1425 98.7% 1863 85.1% 8707 08/20/08 08/21/08 1353 Weekly Summary Report Location• • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Faraday Ave to P.A.R. Location Code• • • • • • • • • • • • • • • • • •8 County• • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set• • • • • • • • • • • • • • • • • • •8/19/08 00:00 Recording Start• • • • • • • • • • • • • • •8/20/08 00:00 Recording End• • • • • • • • • • • • • • • • • •8/21/08 00:00 Sample Time• • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number• • • • • • • • • • • • • • •8707 Machine Nuber• • • • • • • • • • • • • • • • • •20307 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode• • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 75 76 76 76 02:00 38 44 41 41 03:00 42 26 34 34 04:00 34 42 38 38 05:00 122 135 129 129 06:00 265 296 281 281 07:00 607 597 602 602 08:00 1263 1224 1244 1244 09:00 1612 1606 1609 1609 10:00 1212 1141 1177 1177 11:00 1044 1005 1025 1025 12:00 1042 1090 1066 1066 13:00 1298 1171 1235 1235 14:00 1252 1175 1214 1214 15:00 1271 1257 1264 1264 16:00 1334 1361 1348 1348 17:00 1421 1490 1456 1456 18:00 1682 1566 1624 1624 19:00 1124 1139 1132 1132 20:00 753 749 751 751 21:00 491 481 486 486 22:00 387 382 385 385 23:00 271 267 269 269 24:00 175 201 188 188 Totals 18815 18521 18668 18668 % Avg Wkday 100.8 99.2 % Avg Day 100.8 99.2 09:00 09:00 AM Count 1612 1606 18:00 18:00 PM Count 1682 1566 AM Peak Hour PM Peak Hour August 17, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Faraday Ave to P.A.R. Location Code• • • • • • • • • • • • • • • • • •8 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/19/08 00:00 Recording Start• • • • • • • • • • • • • • •8/20/08 00:00 Recording End• • • • • • • • • • • • • • • • • •8/21/08 00:00 Sample Time• • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number• • • • • • • • • • • • • • •8707 Machine Nuber• • • • • • • • • • • • • • • • • •20307 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode• • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 101 117 109 109 02:00 65 77 71 71 03:00 70 57 64 64 04:00 35 31 33 33 05:00 88 77 83 83 06:00 239 227 233 233 07:00 669 698 684 684 08:00 1159 1140 1150 1150 09:00 1371 1353 1362 1362 10:00 1133 1076 1105 1105 11:00 1048 1051 1050 1050 12:00 1090 1118 1104 1104 13:00 1417 1326 1372 1372 14:00 1342 1282 1312 1312 15:00 1239 1304 1272 1272 16:00 1411 1428 1420 1420 17:00 1564 1616 1590 1590 18:00 1821 1858 1840 1840 19:00 1246 1235 1241 1241 20:00 737 777 757 757 21:00 479 469 474 474 22:00 355 348 352 352 23:00 234 254 244 244 24:00 138 164 151 151 Totals 19051 19083 19067 19067 % Avg Wkday 99.9 100.1 % Avg Day 99.9 100.1 09:00 09:00 AM Count 1371 1353 18:00 18:00 PM Count 1821 1858 AM Peak Hour PM Peak Hour August 17, 2008 Wednesday,20End Time Wed01:00 17602:00 10303:00 11204:00 6905:00 21006:00 50407:00 127608:00 242209:00 298310:00 234511:00 209212:00 213213:00 271514:00 259415:00 251016:00 274517:00 298518:00 350319:00 237020:00 149021:00 97022:00 74223:00 50524:00 313Total 37866* - Volumes represent combined totals of both directions.24-Hour Volume PlotEL Camino RealBetween Faraday Avenue and Palomar Airport RoadAugust 20, 2008El Camino Real Between Faraday Avenue and Palomar Airport Road17610311269210504127624222983234520922132271525942510274529853503237014909707425053130250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Thursday,21End Time Thur01:00 19302:00 12103:00 8304:00 7305:00 21206:00 52307:00 129508:00 236409:00 295910:00 221711:00 205612:00 220813:00 249714:00 245715:00 256116:00 278917:00 310618:00 342419:00 237420:00 152621:00 95022:00 73023:00 52124:00 365Total 37604* - Volumes represent combined totals of both directions.24-Hour Volume PlotEL Camino RealBetween Faraday Avenue and Palomar Airport RoadAugust 21, 2008El Camino Real Between Faraday Avenue and Palomar Airport Road1931218373212523129523642959221720562208249724572561278931063424237415269507305213650250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 9 Location: El Camino Real Between Camino Vida Roble and Cassia Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code • • • • • • • • • • • •9 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • •8/14/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20308 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday 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 68 36 26 14 42 165 384 926 1402 1099 889 815 945 1445 1112 879 959 932 706 540 411 308 232 132 14467 20 12 6 0 7 34 89 180 393 359 299 186 237 346 320 220 219 213 211 153 111 81 60 37 19 8 9 6 15 35 76 186 375 256 189 218 218 359 294 215 238 234 179 134 100 77 69 44 18845845105256347281195206221387255200245247171138104825228 11 8 7 3 12 51 114 304 287 203 206 205 269 353 243 244 257 238 145 115 96 68 51 23 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •13:00 to 14:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 77 36 18 20 47 169 382 911 1415 1057 817 838 888 1096 974 865 956 869 729 503 374 319 240 127 13727 20 16 6 4 10 29 80 175 386 332 236 188 198 276 247 206 228 250 208 143 103 76 60 42 27 6 5 4 10 34 96 173 389 260 195 210 198 338 232 210 249 198 187 124 101 89 63 31 128269519725433024217620323024327121524723416011089776025 18 6 5 6 18 55 109 309 310 223 210 237 262 239 224 234 232 187 174 126 81 77 57 29 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:45 to 13:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •82.8% 1415 1119 90.3% 93.3% 90.9% 08/14/08 1419 1445 8708 08/13/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code • • • • • • • • • • • •9 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • •8/14/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20308 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday 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 41 47 45 61 112 278 577 695 721 752 856 1064 955 904 1010 1192 1583 1152 707 497 330 244 125 14010 22 14 5 13 18 22 52 116 166 179 195 184 248 227 227 219 280 338 340 212 136 105 85 38 13 13 9 7 9 24 52 133 156 199 184 209 310 267 224 266 309 423 306 179 139 96 42 37 13 8 16 21 12 27 60 151 183 165 186 192 260 232 239 257 298 405 264 165 111 63 59 29 14 6 17 4 22 39 114 177 190 178 187 271 246 229 214 268 305 417 242 151 111 66 58 21 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday 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 67 33 42 52 58 107 330 575 698 700 700 845 1111 890 831 1006 1214 1672 1160 720 488 298 178 117 13892 18 11 8 16 19 23 56 113 173 193 187 196 252 220 215 230 239 361 324 215 145 68 66 43 19 7 15 15 10 17 51 144 160 175 153 199 291 214 214 252 338 473 316 207 125 88 47 37 17 8 6 10 13 27 86 143 181 158 194 198 320 201 203 239 310 445 266 157 107 85 32 20 13 7 13 11 16 40 137 175 184 174 166 252 248 255 199 285 327 393 254 141 111 57 33 17 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8708 08/13/08 08/14/08 993 85.3% 1672 88.4% 1021 82.3% 1585 93.7% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code • • • • • • • • • • • • • • • • • •9 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/14/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8708 Machine Nuber • • • • • • • • • • • • • • • • • •20308 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 68 77 73 73 02:00 36 36 36 36 03:00 26 18 22 22 04:00 14 20 17 17 05:00 42 47 45 45 06:00 165 169 167 167 07:00 384 382 383 383 08:00 926 911 919 919 09:00 1402 1415 1409 1409 10:00 1099 1057 1078 1078 11:00 889 817 853 853 12:00 815 838 827 827 13:00 945 888 917 917 14:00 1445 1096 1271 1271 15:00 1112 974 1043 1043 16:00 879 865 872 872 17:00 959 956 958 958 18:00 932 869 901 901 19:00 706 729 718 718 20:00 540 503 522 522 21:00 411 374 393 393 22:00 308 319 314 314 23:00 232 240 236 236 24:00 132 127 130 130______________________________________________________ Totals 14467 13727 14097 14097 % Avg Wkday 102.6 97.4 % Avg Day 102.6 97.4 09:00 09:00 AM Count 1402 1415 14:00 14:00 PM Count 1445 1096 AM Peak Hour PM Peak Hour August 10, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Cam. Vida Roble to Cassia Rd. Location Code • • • • • • • • • • • • • • • • • •9 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/14/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8708 Machine Nuber • • • • • • • • • • • • • • • • • •20308 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 62 67 65 65 02:00 41 33 37 37 03:00 47 42 45 45 04:00 45 52 49 49 05:00 61 58 60 60 06:00 112 107 110 110 07:00 278 330 304 304 08:00 577 575 576 576 09:00 695 698 697 697 10:00 721 700 711 711 11:00 752 700 726 726 12:00 856 845 851 851 13:00 1064 1111 1088 1088 14:00 955 890 923 923 15:00 904 831 868 868 16:00 1010 1006 1008 1008 17:00 1192 1214 1203 1203 18:00 1583 1672 1628 1628 19:00 1152 1160 1156 1156 20:00 707 720 714 714 21:00 497 488 493 493 22:00 330 298 314 314 23:00 244 178 211 211 24:00 125 117 121 121______________________________________________________ Totals 14010 13892 13951 13951 % Avg Wkday 100.4 99.6 % Avg Day 100.4 99.6 12:00 12:00 AM Count 856 845 18:00 18:00 PM Count 1583 1672 AM Peak Hour PM Peak Hour August 10, 2008 Wednesday,13End Time Wed01:00 13002:00 7703:00 7304:00 5905:00 10306:00 27707:00 66208:00 150309:00 209710:00 182011:00 164112:00 167113:00 200914:00 240015:00 201616:00 188917:00 215118:00 251519:00 185820:00 124721:00 90822:00 63823:00 47624:00 257Total 28477* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Camino Vida Roble and Cassia RoadAugust 13, 2008El Camino Real Between Camino Vida Roble and Cassia Road13077735910327766215032097182016411671200924002016188921512515185812479086384762570250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Thursday,14End Time Thur01:00 14402:00 6903:00 6004:00 7205:00 10506:00 27607:00 71208:00 148609:00 211310:00 175711:00 151712:00 168313:00 199914:00 198615:00 180516:00 187117:00 217018:00 254119:00 188920:00 122321:00 86222:00 61723:00 41824:00 244Total 27619* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Camino Vida Roble and Cassia RoadAugust 14, 2008El Camino Real Between Camino Vida Roble and Cassia Road14469607210527671214862113175715171683199919861805187121702541188912238626174182440250500750100012501500175020002250250027503000325001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 10 Location: El Camino Real Between Arenal Road and Costa Del Mar Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Arenal to Costa Del Mar Location Code • • • • • • • • • • • •10 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20309 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 76 38 34 46 91 279 716 1269 1638 1595 1350 1307 1535 1371 1392 1579 1676 1934 1487 1026 670 463 341 165 22078 17 12 5 14 20 64 116 275 426 448 379 301 367 371 332 397 401 424 425 298 229 124 94 52 29 5 8 8 14 58 163 269 382 395 317 341 349 317 338 388 358 441 427 284 146 134 64 49 16 5 11 8 18 64 194 338 425 409 336 328 419 357 339 410 453 543 365 247 167 116 119 33 14 16 10 16 39 93 243 387 405 343 318 337 400 326 383 384 464 526 270 197 128 89 64 31 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:30 to 09:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 78 38 42 64 74 228 731 1327 1593 1556 1277 1376 1575 1376 1398 1504 1666 1997 1600 1008 698 462 361 155 22184 24 9 10 12 16 47 129 313 382 430 359 345 409 356 328 395 422 475 491 273 224 157 94 51 18 7 8 18 11 46 167 295 406 381 311 361 388 337 351 355 400 475 428 281 169 117 75 45 20 8 15 16 21 59 202 352 403 353 298 327 395 345 351 367 434 497 356 264 143 102 99 30 16 14 9 18 26 76 233 367 402 392 309 343 383 338 368 387 410 550 325 190 162 86 93 29 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:15 to 09:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •91.5% 1641 2013 93.4% 89.1% 95.4% 07/30/08 1673 1935 8709 07/29/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Arenal to Costa Del Mar Location Code • • • • • • • • • • • •10 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20309 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 119 53 36 26 37 130 377 878 1311 1165 1092 1135 1348 1438 1446 1560 1750 1880 1652 1218 906 705 496 271 21029 38 12 16 11 6 24 72 174 313 346 255 266 332 380 337 400 398 444 470 332 245 197 133 95 29 14 9 3 10 22 79 191 344 281 280 266 339 378 373 396 440 453 404 274 233 204 145 76 26 17 7 2 8 34 96 236 311 252 283 293 360 338 363 379 453 498 425 322 227 175 113 65 26 10 4 10 13 50 130 277 343 286 274 310 317 342 373 385 459 485 353 290 201 129 105 35 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:15 to 09:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 172 87 41 25 45 132 369 854 1314 1133 1110 1165 1408 1424 1364 1516 1736 1809 1691 1248 969 731 521 271 21135 57 30 10 8 14 23 59 173 339 339 311 289 299 408 367 374 428 409 477 346 250 202 123 99 52 23 9 6 11 24 85 172 313 267 252 291 339 341 328 368 435 462 456 348 276 199 142 71 33 16 10 6 6 36 106 241 331 276 257 281 389 356 348 374 406 491 396 287 242 182 136 66 30 18 12 5 14 49 119 268 331 251 290 304 381 319 321 400 467 447 362 267 201 148 120 35 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8709 07/29/08 07/30/08 1314 96.9% 1877 95.6% 1344 97.1% 1906 95.7% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Arenal to Costa Del Mar Location Code • • • • • • • • • • • • • • • • • •10 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8709 Machine Nuber • • • • • • • • • • • • • • • • • •20309 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 76 78 77 77 02:00 38 38 38 38 03:00 34 42 38 38 04:00 46 64 55 55 05:00 91 74 83 83 06:00 279 228 254 254 07:00 716 731 724 724 08:00 1269 1327 1298 1298 09:00 1638 1593 1616 1616 10:00 1595 1556 1576 1576 11:00 1350 1277 1314 1314 12:00 1307 1376 1342 1342 13:00 1535 1575 1555 1555 14:00 1371 1376 1374 1374 15:00 1392 1398 1395 1395 16:00 1579 1504 1542 1542 17:00 1676 1666 1671 1671 18:00 1934 1997 1966 1966 19:00 1487 1600 1544 1544 20:00 1026 1008 1017 1017 21:00 670 698 684 684 22:00 463 462 463 463 23:00 341 361 351 351 24:00 165 155 160 160______________________________________________________ Totals 22078 22184 22131 22131 % Avg Wkday 99.8 100.2 % Avg Day 99.8 100.2 09:00 09:00 AM Count 1638 1593 18:00 18:00 PM Count 1934 1997 AM Peak Hour PM Peak Hour July 27, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Arenal to Costa Del Mar Location Code • • • • • • • • • • • • • • • • • •10 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8709 Machine Nuber • • • • • • • • • • • • • • • • • •20309 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 119 172 146 146 02:00 53 87 70 70 03:00 36 41 39 39 04:00 26 25 26 26 05:00 37 45 41 41 06:00 130 132 131 131 07:00 377 369 373 373 08:00 878 854 866 866 09:00 1311 1314 1313 1313 10:00 1165 1133 1149 1149 11:00 1092 1110 1101 1101 12:00 1135 1165 1150 1150 13:00 1348 1408 1378 1378 14:00 1438 1424 1431 1431 15:00 1446 1364 1405 1405 16:00 1560 1516 1538 1538 17:00 1750 1736 1743 1743 18:00 1880 1809 1845 1845 19:00 1652 1691 1672 1672 20:00 1218 1248 1233 1233 21:00 906 969 938 938 22:00 705 731 718 718 23:00 496 521 509 509 24:00 271 271 271 271______________________________________________________ Totals 21029 21135 21082 21082 % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 09:00 09:00 AM Count 1311 1314 18:00 18:00 PM Count 1880 1809 AM Peak Hour PM Peak Hour July 27, 2008 Tuesday,29End Time Tue01:00 19502:00 9103:00 7004:00 7205:00 12806:00 40907:00 109308:00 214709:00 294910:00 276011:00 244212:00 244213:00 288314:00 280915:00 283816:00 313917:00 342618:00 381419:00 313920:00 224421:00 157622:00 116823:00 83724:00 436Total 43107* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Arenal Road and Costa Del Mar RoadJuly 29, 2008El Camino Real Between Arenal Road and Costa Del Mar Road195917072128409109321472949276024422442288328092838313934263814313922441576116883743602505007501000125015001750200022502500275030003250350037504000425045004750500001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,30End Time Wed01:00 25002:00 12503:00 8304:00 8905:00 11906:00 36007:00 110008:00 218109:00 290710:00 268911:00 238712:00 254113:00 298314:00 280015:00 276216:00 302017:00 340218:00 380619:00 329120:00 225621:00 166722:00 119323:00 88224:00 426Total 43319* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Arenal Road and Costa Del Mar RoadJuly 30, 2008El Camino Real Between Arenal Road and Costa Del Mar Road2501258389119360110021812907268923872541298328002762302034023806329122561667119388242602505007501000125015001750200022502500275030003250350037504000425045004750500001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 11 Location: El Camino Real Between La Costa Avenue and Levante Street Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: La Costa Ave to Levante St Location Code • • • • • • • • • • • •11 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20310 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 62 25 18 10 32 81 246 502 876 903 953 1044 1177 1198 1165 1240 1368 1394 1113 877 659 518 301 130 15892 2445451341962212432852753052972912873513513592571851607435 18 11 7 1 8 12 47 99 223 202 208 226 284 303 265 299 350 354 245 238 148 149 82 41 13940726661332361982092382853212913293353762641951641239422 7125123092174196260251305303277318325332313245187162865132 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 28 15 14 37 72 241 507 836 900 832 995 1127 1197 1171 1261 1383 1322 1173 907 766 498 310 142 15790 17 13 3 3 12 9 55 91 213 241 193 243 288 312 312 311 335 340 321 262 222 129 81 40 225557845901892101782402752813033163353132952092081449745 7544824651412232272142482903022663013553662732171891357533 10 5 3 2 10 31 76 185 211 222 247 264 274 302 290 333 358 303 284 219 147 90 57 24 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:15 to 17:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 08/06/08 1132 1413 8710 08/05/08 96.9% 1075 1388 92.8% 93.9% 93.3% Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: La Costa Ave to Levante St Location Code • • • • • • • • • • • •11 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20310 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 58 41 27 19 39 88 330 790 1107 1021 1061 1082 1188 1069 1079 1216 1185 1365 1140 832 605 416 263 99 16120 23 4 7 5 14 25 61 169 286 310 256 242 294 288 279 335 270 322 287 230 187 130 66 41 15 17 4 3 13 14 62 182 270 225 252 271 279 250 284 290 290 340 343 231 160 115 67 16 986272283190293244312291331274249300262375288213138936322 11 12 10 9 5 27 124 249 258 242 241 278 284 257 267 291 363 328 222 158 120 78 67 20 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 74 26 32 31 47 76 305 801 1101 1056 1037 1086 1168 1080 1080 1158 1088 1381 1192 825 621 381 275 143 16064 21 14 5 13 14 20 55 191 295 302 287 272 272 254 291 280 255 258 369 242 167 125 62 51 17 6 8 1 15 15 55 178 252 244 249 255 295 268 265 310 253 401 300 205 166 90 62 40 24 2 9 11 8 20 80 209 276 250 271 283 291 295 244 265 294 370 289 194 166 88 84 33 12 4 10 6 10 21 115 223 278 260 230 276 310 263 280 303 286 352 234 184 122 78 67 19 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 95.4% 1492 93.0% 1142 97.1% 1400 93.3% 8710 08/05/08 08/06/08 1126 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: La Costa Ave to Levante St Location Code • • • • • • • • • • • • • • • • • •11 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8710 Machine Nuber • • • • • • • • • • • • • • • • • •20310 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 62 56 59 59 02:00 25 28 27 27 03:00 18 15 17 17 04:00 10 14 12 12 05:00 32 37 35 35 06:00 81 72 77 77 07:00 246 241 244 244 08:00 502 507 505 505 09:00 876 836 856 856 10:00 903 900 902 902 11:00 953 832 893 893 12:00 1044 995 1020 1020 13:00 1177 1127 1152 1152 14:00 1198 1197 1198 1198 15:00 1165 1171 1168 1168 16:00 1240 1261 1251 1251 17:00 1368 1383 1376 1376 18:00 1394 1322 1358 1358 19:00 1113 1173 1143 1143 20:00 877 907 892 892 21:00 659 766 713 713 22:00 518 498 508 508 23:00 301 310 306 306 24:00 130 142 136 136______________________________________________________ Totals 15892 15790 15841 15841 % Avg Wkday 100.3 99.7 % Avg Day 100.3 99.7 12:00 12:00 AM Count 1044 995 18:00 17:00 PM Count 1394 1383 AM Peak Hour PM Peak Hour August 3, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: La Costa Ave to Levante St Location Code • • • • • • • • • • • • • • • • • •11 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8710 Machine Nuber • • • • • • • • • • • • • • • • • •20310 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 58 74 66 66 02:00 41 26 34 34 03:00 27 32 30 30 04:00 19 31 25 25 05:00 39 47 43 43 06:00 88 76 82 82 07:00 330 305 318 318 08:00 790 801 796 796 09:00 1107 1101 1104 1104 10:00 1021 1056 1039 1039 11:00 1061 1037 1049 1049 12:00 1082 1086 1084 1084 13:00 1188 1168 1178 1178 14:00 1069 1080 1075 1075 15:00 1079 1080 1080 1080 16:00 1216 1158 1187 1187 17:00 1185 1088 1137 1137 18:00 1365 1381 1373 1373 19:00 1140 1192 1166 1166 20:00 832 825 829 829 21:00 605 621 613 613 22:00 416 381 399 399 23:00 263 275 269 269 24:00 99 143 121 121______________________________________________________ Totals 16120 16064 16092 16092 % Avg Wkday 100.2 99.8 % Avg Day 100.2 99.8 09:00 09:00 AM Count 1107 1101 18:00 18:00 PM Count 1365 1381 AM Peak Hour PM Peak Hour August 3, 2008 Tuesday,05End Time Tue01:00 12002:00 6603:00 4504:00 2905:00 7106:00 16907:00 57608:00 129209:00 198310:00 192411:00 201412:00 212613:00 236514:00 226715:00 224416:00 245617:00 255318:00 275919:00 225320:00 170921:00 126422:00 93423:00 56424:00 229Total 32012* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween La Costa Avenue and Levante StreetAugust 5, 2008El Camino Real Between La Costa Avenue and Levante Street12066452971169576129219831924201421262365226722442456255327592253170912649345642290250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,06End Time Wed01:00 13002:00 5403:00 4704:00 4505:00 8406:00 14807:00 54608:00 130809:00 193710:00 195611:00 186912:00 208113:00 229514:00 227715:00 225116:00 241917:00 247118:00 270319:00 236520:00 173221:00 138722:00 87923:00 58524:00 285Total 31854* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween La Costa Avenue and Levante StreetAugust 6, 2008El Camino Real Between La Costa Avenue and Levante Street13054474584148546130819371956186920812295227722512419247127032365173213878795852850250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 12 Location: El Camino Real Between Levante Street and Calle Barcelona Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Levante to Calle Barcelona Location Code • • • • • • • • • • • •12 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20311 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 72 24 17 11 32 57 208 455 758 819 886 1017 1151 1185 1160 1255 1351 1443 1128 884 682 530 307 130 15562 265546637821862292602612943142872723623573332621861628433 2212708837931951801872122972892753043464012802271571428245 14431621571301932032172522833042903193403682402141771378925 10 3 2 6 12 22 77 150 184 207 222 292 277 278 308 360 303 317 275 181 162 89 52 27 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 59 31 13 23 34 62 200 456 762 833 817 988 1126 1137 1161 1256 1344 1399 1145 897 764 503 309 148 15467 21 14 4 7 13 8 45 88 184 216 181 228 279 278 303 304 341 378 307 238 228 128 70 44 1872897368418419818123729126930430133432130221522114510346 8544519581262002132112442653082523153503642692311731187932 12534728611581942062442792912823023363193362672131421125726 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •92.5% 1093 1399 95.5% 90.0% 93.9% 08/06/08 1135 1443 8711 08/05/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •El Camino Real: Levante to Calle Barcelona Location Code • • • • • • • • • • • •12 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20311 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 40 22 22 43 97 339 813 1140 1046 1046 1064 1130 1048 1089 1182 1146 1307 1076 805 560 385 238 83 15766 16 3 5 5 11 24 59 178 292 317 258 251 268 286 287 315 253 319 280 222 163 124 59 38 12 20 4 4 13 17 72 191 288 230 248 244 296 256 278 283 311 335 311 218 158 110 60 11 7765102681194290241298287284265256280233357272206132805821 10 10 7 8 9 30 127 250 270 258 242 282 282 241 268 304 349 296 213 159 107 71 61 13 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:15 to 09:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 65 23 28 30 47 92 323 820 1127 1079 1036 1082 1150 1087 1022 1158 1062 1310 1123 788 596 342 242 122 15754 17 12 4 11 14 24 54 189 292 316 280 288 288 250 287 292 245 279 336 215 159 106 57 47 14 5 8 1 12 15 59 175 262 244 265 258 282 282 227 310 254 358 291 197 181 89 54 30 22 2 6 11 9 25 83 218 281 247 261 264 277 272 232 275 293 370 285 187 143 80 70 30 12 4 10 7 12 28 127 238 292 272 230 272 303 283 276 281 270 303 211 189 113 67 61 15 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:15 to 09:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8711 08/05/08 08/06/08 1151 91.1% 1367 92.4% 1165 91.9% 1360 95.2% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Levante to Calle Barcelona Location Code • • • • • • • • • • • • • • • • • •12 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8711 Machine Nuber • • • • • • • • • • • • • • • • • •20311 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 72 59 66 66 02:00 24 31 28 28 03:00 17 13 15 15 04:00 11 23 17 17 05:00 32 34 33 33 06:00 57 62 60 60 07:00 208 200 204 204 08:00 455 456 456 456 09:00 758 762 760 760 10:00 819 833 826 826 11:00 886 817 852 852 12:00 1017 988 1003 1003 13:00 1151 1126 1139 1139 14:00 1185 1137 1161 1161 15:00 1160 1161 1161 1161 16:00 1255 1256 1256 1256 17:00 1351 1344 1348 1348 18:00 1443 1399 1421 1421 19:00 1128 1145 1137 1137 20:00 884 897 891 891 21:00 682 764 723 723 22:00 530 503 517 517 23:00 307 309 308 308 24:00 130 148 139 139______________________________________________________ Totals 15562 15467 15515 15515 % Avg Wkday 100.3 99.7 % Avg Day 100.3 99.7 12:00 12:00 AM Count 1017 988 18:00 18:00 PM Count 1443 1399 AM Peak Hour PM Peak Hour August 3, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •El Camino Real: Levante to Calle Barcelona Location Code • • • • • • • • • • • • • • • • • •12 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8711 Machine Nuber • • • • • • • • • • • • • • • • • •20311 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 45 65 55 55 02:00 40 23 32 32 03:00 22 28 25 25 04:00 22 30 26 26 05:00 43 47 45 45 06:00 97 92 95 95 07:00 339 323 331 331 08:00 813 820 817 817 09:00 1140 1127 1134 1134 10:00 1046 1079 1063 1063 11:00 1046 1036 1041 1041 12:00 1064 1082 1073 1073 13:00 1130 1150 1140 1140 14:00 1048 1087 1068 1068 15:00 1089 1022 1056 1056 16:00 1182 1158 1170 1170 17:00 1146 1062 1104 1104 18:00 1307 1310 1309 1309 19:00 1076 1123 1100 1100 20:00 805 788 797 797 21:00 560 596 578 578 22:00 385 342 364 364 23:00 238 242 240 240 24:00 83 122 103 103______________________________________________________ Totals 15766 15754 15760 15760 % Avg Wkday 100.0 100.0 % Avg Day 100.0 100.0 09:00 09:00 AM Count 1140 1127 18:00 18:00 PM Count 1307 1310 AM Peak Hour PM Peak Hour August 3, 2008 Tuesday,05End Time Tue01:00 11702:00 6403:00 3904:00 3305:00 7506:00 15407:00 54708:00 126809:00 189810:00 186511:00 193212:00 208113:00 228114:00 223315:00 224916:00 243717:00 249718:00 275019:00 220420:00 168921:00 124222:00 91523:00 54524:00 213Total 31328* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Levante Street and Calle BarcelonaAugust 5, 2008El Camino Real Between Levante Street and Calle Barcelona11764393375154547126818981865193220812281223322492437249727502204168912429155452130250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,06End Time Wed01:00 12402:00 5403:00 4104:00 5305:00 8106:00 15407:00 52308:00 127609:00 188910:00 191211:00 185312:00 207013:00 227614:00 222415:00 218316:00 241417:00 240618:00 270919:00 226820:00 168521:00 136022:00 84523:00 55124:00 270Total 31221* - Volumes represent combined totals of both directions.24-Hour Volume PlotEl Camino RealBetween Levante Street and Calle BarcelonaAugust 6, 2008El Camino Real Between Levante Street and Calle Barcelona12454415381154523127618891912185320702276222421832414240627092268168513608455512700250500750100012501500175020002250250027503000325035003750400001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 13 Location: Melrose Drive Between Lionshead Avenue and Palomar Airport Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Melrose Dr: Lionshead Ave to P. A. R. Location Code • • • • • • • • • • • •13 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • •8/14/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday 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 91 43 25 13 24 87 267 603 820 590 547 528 625 749 747 809 945 1008 741 519 378 321 231 146 10857 20 11 2 2 2 19 75 118 276 165 148 140 139 160 179 191 235 257 209 155 107 86 51 42 35 9 12 2 8 14 50 133 187 135 142 132 157 190 181 184 247 237 185 137 88 81 63 36 20 14 8 1 5 23 70 175 188 139 132 119 155 196 182 207 213 270 193 114 105 80 66 39 169389317217716915112513717420320522725024415411378745129 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday 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 102 51 30 21 26 86 274 601 840 576 542 487 646 642 666 862 946 977 786 565 373 308 230 174 10811 26 18 9 4 5 11 61 123 257 166 138 131 156 146 155 222 217 260 224 153 109 78 71 47 40 10 7 3 5 21 56 113 237 142 119 123 166 157 160 211 225 222 206 154 95 88 59 58 20 16 9 9 4 23 62 165 188 148 134 107 158 165 182 207 259 270 188 133 104 83 47 31 16 7 5 5 12 31 95 200 158 120 151 126 166 174 169 222 245 225 168 125 65 59 53 38 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 08/14/08 828 1014 8712 08/13/08 92.3% 882 997 75.0% 93.9% 85.8% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Melrose Dr: Lionshead Ave to P. A. R. Location Code • • • • • • • • • • • •13 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • •8/14/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday 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 75 29 22 29 83 322 729 1090 1118 772 651 687 664 663 621 750 723 918 630 418 304 211 131 76 11716 17 7 7 7 19 62 159 270 311 248 176 187 185 157 169 142 169 210 215 118 78 54 37 25 27 6 4 6 18 64 127 231 294 199 153 177 152 178 142 176 171 255 158 103 80 58 34 16 15 9 2 7 17 94 192 277 256 163 155 157 168 163 142 220 165 252 121 96 75 44 34 23 16 7 9 9 29 102 251 312 257 162 167 166 159 165 168 212 218 201 136 101 71 55 26 12 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 55 33 29 30 76 313 758 1127 1138 851 683 698 684 645 598 703 746 956 628 402 272 219 165 81 11890 13 10 6 4 20 64 176 268 321 281 178 178 161 166 140 154 164 184 190 115 65 51 50 28 20 6 10 5 10 60 139 255 306 204 137 175 169 150 145 176 179 265 179 108 82 57 43 18 10 10 7 9 17 79 203 275 254 161 183 178 187 162 150 174 197 281 132 102 68 60 33 18 12 7 6 12 29 110 240 329 257 205 185 167 167 167 163 199 206 226 127 77 57 51 39 17 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 93.5% 962 85.6% 1194 95.7% 935 91.7% 8712 08/13/08 08/14/08 1231 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Melrose Dr: Lionshead Ave to P. A. R. Location Code • • • • • • • • • • • • • • • • • •13 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/14/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8712 Machine Nuber • • • • • • • • • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 91 102 97 97 02:00 43 51 47 47 03:00 25 30 28 28 04:00 13 21 17 17 05:00 24 26 25 25 06:00 87 86 87 87 07:00 267 274 271 271 08:00 603 601 602 602 09:00 820 840 830 830 10:00 590 576 583 583 11:00 547 542 545 545 12:00 528 487 508 508 13:00 625 646 636 636 14:00 749 642 696 696 15:00 747 666 707 707 16:00 809 862 836 836 17:00 945 946 946 946 18:00 1008 977 993 993 19:00 741 786 764 764 20:00 519 565 542 542 21:00 378 373 376 376 22:00 321 308 315 315 23:00 231 230 231 231 24:00 146 174 160 160______________________________________________________ Totals 10857 10811 10834 10834 % Avg Wkday 100.2 99.8 % Avg Day 100.2 99.8 09:00 09:00 AM Count 820 840 18:00 18:00 PM Count 1008 977 AM Peak Hour PM Peak Hour August 10, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Melrose Dr: Lionshead Ave to P. A. R. Location Code • • • • • • • • • • • • • • • • • •13 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/14/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8712 Machine Nuber • • • • • • • • • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 75 55 65 65 02:00 29 33 31 31 03:00 22 29 26 26 04:00 29 30 30 30 05:00 83 76 80 80 06:00 322 313 318 318 07:00 729 758 744 744 08:00 1090 1127 1109 1109 09:00 1118 1138 1128 1128 10:00 772 851 812 812 11:00 651 683 667 667 12:00 687 698 693 693 13:00 664 684 674 674 14:00 663 645 654 654 15:00 621 598 610 610 16:00 750 703 727 727 17:00 723 746 735 735 18:00 918 956 937 937 19:00 630 628 629 629 20:00 418 402 410 410 21:00 304 272 288 288 22:00 211 219 215 215 23:00 131 165 148 148 24:00 76 81 79 79______________________________________________________ Totals 11716 11890 11803 11803 % Avg Wkday 99.3 100.7 % Avg Day 99.3 100.7 09:00 09:00 AM Count 1118 1138 18:00 18:00 PM Count 918 956 AM Peak Hour PM Peak Hour August 10, 2008 Wednesday,13End Time Wed01:00 16602:00 7203:00 4704:00 4205:00 10706:00 40907:00 99608:00 169309:00 193810:00 136211:00 119812:00 121513:00 128914:00 141215:00 136816:00 155917:00 166818:00 192619:00 137120:00 93721:00 68222:00 53223:00 36224:00 222Total 22573* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Lionshead Avenue and Palomar Airport RoadAugust 13, 2008Melrose Drive Between Lionshead Ave. and Palomar Airport Road1667247421074099961693193813621198121512891412136815591668192613719376825323622220100200300400500600700800900100011001200130014001500160017001800190020002100220023002400250026002700280001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Thursday,14End Time Thur01:00 15702:00 8403:00 5904:00 5105:00 10206:00 39907:00 103208:00 172809:00 197810:00 142711:00 122512:00 118513:00 133014:00 128715:00 126416:00 156517:00 169218:00 193319:00 141420:00 96721:00 64522:00 52723:00 39524:00 255Total 22701* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Lionshead Avenue and Palomar Airport RoadAugust 14, 2008Melrose Drive Between Lionshead Ave. and Palomar Airport Road1578459511023991032172819781427122511851330128712641565169219331414967645527395255010020030040050060070080090010001100120013001400150016001700180019002000210022002300240025002600270001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 14 Location: Melrose Drive Between Palomar Airport Road and Rancho Bravado Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Melrose Dr: P. A. R. to Rancho Bravado Location Code • • • • • • • • • • • •14 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 45 19 4 7 31 92 288 666 942 608 492 396 553 567 487 565 651 673 540 317 222 175 119 84 8543 113107205912927118913411314416512113313416514710654494021 2071481559141265159124901411401131361561631345658412418 570072673151190129108801221381211401781771358364482923 9223931972452161311261131461241321561831681247246372622 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:30 to 17:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 51 21 17 6 28 86 290 641 799 552 427 462 537 494 493 596 651 648 520 338 245 193 146 63 8304 166417186414923115712411115514512312315815814010962464416 1534231947121210141971181271121111271801751359064534016 576261577173187142951091251361301601531611446770604413 15 5 3 1 12 34 102 198 171 112 111 124 130 101 129 186 160 154 101 72 49 34 18 18 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •15:30 to 16:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •91.9% 826 684 89.6% 94.1% 89.4% 07/09/08 971 689 8712 07/08/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Melrose Dr: P. A. R. to Rancho Bravado Location Code • • • • • • • • • • • •14 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 14 13 10 21 82 315 558 630 464 383 432 500 451 482 526 625 949 699 449 335 252 185 108 8531 22362515541371581181048913811810811814321219112184595829 12513411621331701417811012712011312615923418410490823427 72357237616315894961121329312313716125317511669665329 743053312312514411110512110312013814516225014910892454023 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 49 23 11 12 21 90 338 582 641 470 381 409 504 484 453 506 698 886 678 449 319 290 158 108 8560 11 11 1 5 7 16 50 156 190 139 107 89 147 123 116 116 171 189 198 117 95 76 45 23 1737221558130157120839911710911213317322916411886864734 7424429106161151113941171461209412817226316510271673929 1451183012413514398971049413213112918220515111267612722 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8712 07/08/08 07/09/08 643 84.6% 895 85.1% 630 92.6% 949 93.8% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Melrose Dr: P. A. R. to Rancho Bravado Location Code • • • • • • • • • • • • • • • • • •14 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8712 Machine Nuber • • • • • • • • • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 45 51 48 48 02:00 19 21 20 20 03:00 4 17 11 11 04:00 7 6 7 7 05:00 31 28 30 30 06:00 92 86 89 89 07:00 288 290 289 289 08:00 666 641 654 654 09:00 942 799 871 871 10:00 608 552 580 580 11:00 492 427 460 460 12:00 396 462 429 429 13:00 553 537 545 545 14:00 567 494 531 531 15:00 487 493 490 490 16:00 565 596 581 581 17:00 651 651 651 651 18:00 673 648 661 661 19:00 540 520 530 530 20:00 317 338 328 328 21:00 222 245 234 234 22:00 175 193 184 184 23:00 119 146 133 133 24:00 84 63 74 74______________________________________________________ Totals 8543 8304 8424 8424 % Avg Wkday 101.4 98.6 % Avg Day 101.4 98.6 09:00 09:00 AM Count 942 799 18:00 17:00 PM Count 673 651 AM Peak Hour PM Peak Hour July 6, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Melrose Dr: P. A. R. to Rancho Bravado Location Code • • • • • • • • • • • • • • • • • •14 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8712 Machine Nuber • • • • • • • • • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 48 49 49 49 02:00 14 23 19 19 03:00 13 11 12 12 04:00 10 12 11 11 05:00 21 21 21 21 06:00 82 90 86 86 07:00 315 338 327 327 08:00 558 582 570 570 09:00 630 641 636 636 10:00 464 470 467 467 11:00 383 381 382 382 12:00 432 409 421 421 13:00 500 504 502 502 14:00 451 484 468 468 15:00 482 453 468 468 16:00 526 506 516 516 17:00 625 698 662 662 18:00 949 886 918 918 19:00 699 678 689 689 20:00 449 449 449 449 21:00 335 319 327 327 22:00 252 290 271 271 23:00 185 158 172 172 24:00 108 108 108 108______________________________________________________ Totals 8531 8560 8546 8546 % Avg Wkday 99.8 100.2 % Avg Day 99.8 100.2 09:00 09:00 AM Count 630 641 18:00 18:00 PM Count 949 886 AM Peak Hour PM Peak Hour July 6, 2008 Tuesday,08End Time Tue01:00 9302:00 3303:00 1704:00 1705:00 5206:00 17407:00 60308:00 122409:00 157210:00 107211:00 87512:00 82813:00 105314:00 101815:00 96916:00 109117:00 127618:00 162219:00 123920:00 76621:00 55722:00 42723:00 30424:00 192Total 17074* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Palomar Airport Road and Rancho BravadoJuly 8, 2008Melrose Drive Between Palomar Airport Road and Rancho Bravado9333171752174603122415721072875828105310189691091127616221239766557427304192010020030040050060070080090010001100120013001400150016001700180001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,09End Time Wed01:00 10002:00 4403:00 2804:00 1805:00 4906:00 17607:00 62808:00 122309:00 144010:00 102211:00 80812:00 87113:00 104114:00 97815:00 94616:00 110217:00 134918:00 153419:00 119820:00 78721:00 56422:00 48323:00 30424:00 171Total 16864* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Palomar Airport Road and Rancho BravadoJuly 9, 2008Melrose Drive Between Palomar Airport Road and Rancho Bravado10044281849176628122314401022808871104197894611021349153411987875644833041710100200300400500600700800900100011001200130014001500160017001800190001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 15 Location: Melrose Drive Between Alga Road and Corintia Street Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Melrose Dr: Alga Rd. to Corintia St. Location Code • • • • • • • • • • • •15 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • •7/23/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 72 32 14 15 27 88 259 669 812 632 450 444 562 518 516 536 607 716 616 414 344 266 187 118 8914 22 12 6 2 5 17 48 132 238 184 107 120 124 127 134 110 133 182 158 131 99 62 49 32 27346517381461901601041121471081301371581851748673685134 11933419691771991631311111371541171461521711579382754425 12 8 1 4 13 35 104 214 185 125 108 101 154 129 135 143 164 178 127 104 90 61 43 27 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 78 37 18 13 19 97 261 647 853 677 478 473 548 531 509 567 670 683 607 430 374 309 240 119 9238 19 10 7 2 5 15 43 152 242 204 140 130 136 125 107 129 141 154 185 113 91 82 71 43 20 13 6 3 4 21 57 135 240 181 120 112 135 138 126 121 175 174 138 104 101 66 68 29 164332237217119414711310713911712414817117314110286996220 23 10 2 5 8 38 89 189 177 145 105 124 138 151 152 169 183 182 143 111 96 62 39 27 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/23/08 841 716 8712 07/22/08 96.5% 865 714 88.3% 96.8% 89.4% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Melrose Dr: Alga Rd. to Corintia St. Location Code • • • • • • • • • • • •15 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • •7/23/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 43 28 14 17 21 66 321 576 677 616 474 470 547 491 536 594 813 999 770 459 335 268 196 114 9445 13 15 4 6 2 12 56 121 176 208 125 125 141 127 119 133 178 227 222 137 84 77 44 34 147424144913116712311011212912713512716825220111271844930 64623148614318215612711315713213215024725918611585556233 10 2 0 7 12 26 130 181 152 129 112 120 120 105 150 184 220 261 161 95 95 52 41 17 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:15 to 09:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 61 39 18 10 24 72 306 606 692 590 526 461 568 535 533 642 763 1051 800 506 345 276 180 132 9736 18 13 5 3 4 13 49 134 184 173 135 119 129 135 144 165 199 261 247 143 94 70 52 37 168102106413117715012810515311611617417024321010876964244 15 15 5 2 3 27 72 167 167 137 138 115 159 144 122 137 195 277 183 134 83 60 41 26 12 3 7 5 15 22 121 174 164 130 125 122 127 140 151 166 199 270 160 121 92 50 45 25 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 95.4% 1051 94.9% 709 85.2% 999 95.7% 8712 07/22/08 07/23/08 702 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Melrose Dr: Alga Rd. to Corintia St. Location Code • • • • • • • • • • • • • • • • • •15 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/23/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8712 Machine Nuber • • • • • • • • • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 20 21 22 23 24 25 26 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 72 78 75 75 02:00 32 37 35 35 03:00 14 18 16 16 04:00 15 13 14 14 05:00 27 19 23 23 06:00 88 97 93 93 07:00 259 261 260 260 08:00 669 647 658 658 09:00 812 853 833 833 10:00 632 677 655 655 11:00 450 478 464 464 12:00 444 473 459 459 13:00 562 548 555 555 14:00 518 531 525 525 15:00 516 509 513 513 16:00 536 567 552 552 17:00 607 670 639 639 18:00 716 683 700 700 19:00 616 607 612 612 20:00 414 430 422 422 21:00 344 374 359 359 22:00 266 309 288 288 23:00 187 240 214 214 24:00 118 119 119 119______________________________________________________ Totals 8914 9238 9076 9076 % Avg Wkday 98.2 101.8 % Avg Day 98.2 101.8 09:00 09:00 AM Count 812 853 18:00 18:00 PM Count 716 683 AM Peak Hour PM Peak Hour July 20, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Melrose Dr: Alga Rd. to Corintia St. Location Code • • • • • • • • • • • • • • • • • •15 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/23/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8712 Machine Nuber • • • • • • • • • • • • • • • • • •20312 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 20 21 22 23 24 25 26 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 43 61 52 52 02:00 28 39 34 34 03:00 14 18 16 16 04:00 17 10 14 14 05:00 21 24 23 23 06:00 66 72 69 69 07:00 321 306 314 314 08:00 576 606 591 591 09:00 677 692 685 685 10:00 616 590 603 603 11:00 474 526 500 500 12:00 470 461 466 466 13:00 547 568 558 558 14:00 491 535 513 513 15:00 536 533 535 535 16:00 594 642 618 618 17:00 813 763 788 788 18:00 999 1051 1025 1025 19:00 770 800 785 785 20:00 459 506 483 483 21:00 335 345 340 340 22:00 268 276 272 272 23:00 196 180 188 188 24:00 114 132 123 123______________________________________________________ Totals 9445 9736 9591 9591 % Avg Wkday 98.5 101.5 % Avg Day 98.5 101.5 09:00 09:00 AM Count 677 692 18:00 18:00 PM Count 999 1051 AM Peak Hour PM Peak Hour July 20, 2008 Tuesday,22End Time Tue01:00 11502:00 6003:00 2804:00 3205:00 4806:00 15407:00 58008:00 124509:00 148910:00 124811:00 92412:00 91413:00 110914:00 100915:00 105216:00 113017:00 142018:00 171519:00 138620:00 87321:00 67922:00 53423:00 38324:00 232Total 18359* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Alga Road and Corintia St.July 22, 2008Melrose Drive Between Alga Road and Corintia Street1156028324815458012451489124892491411091009105211301420171513868736795343832320100200300400500600700800900100011001200130014001500160017001800190020002100220001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,23End Time Wed01:00 13902:00 7603:00 3604:00 2305:00 4306:00 16907:00 56708:00 125309:00 154510:00 126711:00 100412:00 93413:00 111614:00 106615:00 104216:00 120917:00 143318:00 173419:00 140720:00 93621:00 71922:00 58523:00 42024:00 251Total 18974* - Volumes represent combined totals of both directions.24-Hour Volume PlotMelrose DriveBetween Alga Road and Corintia St.July 23, 2008Melrose Drive Between Alga Road and Corintia Street13976362343169567125315451267100493411161066104212091433173414079367195854202510100200300400500600700800900100011001200130014001500160017001800190020002100220001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 16 Location: Carlsbad Boulevard Between Mountain View Drive and State Street Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Mtn View to State St. Location Code • • • • • • • • • • • •16 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20313 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 32 13 5 4 18 52 153 194 243 300 349 369 413 415 452 474 537 423 374 299 202 141 91 5602 1967012331405771738093819810612411610667513735 98122016394659837784105113106130120848198573519 1010401918305170769510010210312812614810910463533316 118130715535757701041051131181201121451148371413621 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 50 25 14 5 7 26 52 161 211 233 300 392 397 408 453 471 520 595 568 387 327 238 142 80 6062 1945103427486480969182119109126154161102103674823 1310541314464544658911397112114126130136101101622624 8620491635476781951011161011251171551449262623115 105202111853715874112921131211231511561279261473718 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:30 to 18:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/30/08 363 537 8713 07/29/08 94.4% 411 608 87.3% 90.7% 90.9% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Mtn View to State St. Location Code • • • • • • • • • • • •16 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20313 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 21 20 9 9 12 48 223 383 388 325 354 349 394 432 420 431 422 468 424 355 202 151 114 66 6020 6733172486989710277111981061191021101059363474031 48431135491947187949711199981081341149241433217 722159708610688898096115101109981111049143352311 4302519751209069769890108114105114113101795526197 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 9 11 8 9 63 189 367 387 314 351 409 475 494 475 460 458 528 478 360 252 162 95 58 6445 7521113269711490791151091181221181091321279485482913 1424321345811036788851271191321131241381279364462316 9113214519193818710413812111010811113911410151322016 314142367987776971051011361111211141191107252362313 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 87.6% 528 95.0% 418 87.1% 469 87.5% 8713 07/29/08 07/30/08 445 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Mtn View to State St. Location Code • • • • • • • • • • • • • • • • • •16 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8713 Machine Nuber • • • • • • • • • • • • • • • • • •20313 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 49 50 50 50 02:00 32 25 29 29 03:00 13 14 14 14 04:00 5 5 5 5 05:00 4 7 6 6 06:00 18 26 22 22 07:00 52 52 52 52 08:00 153 161 157 157 09:00 194 211 203 203 10:00 243 233 238 238 11:00 300 300 300 300 12:00 349 392 371 371 13:00 369 397 383 383 14:00 413 408 411 411 15:00 415 453 434 434 16:00 452 471 462 462 17:00 474 520 497 497 18:00 537 595 566 566 19:00 423 568 496 496 20:00 374 387 381 381 21:00 299 327 313 313 22:00 202 238 220 220 23:00 141 142 142 142 24:00 91 80 86 86______________________________________________________ Totals 5602 6062 5832 5832 % Avg Wkday 96.1 103.9 % Avg Day 96.1 103.9 12:00 12:00 AM Count 349 392 18:00 18:00 PM Count 537 595 AM Peak Hour PM Peak Hour July 27, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Mtn View to State St. Location Code • • • • • • • • • • • • • • • • • •16 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8713 Machine Nuber • • • • • • • • • • • • • • • • • •20313 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 21 33 27 27 02:00 20 9 15 15 03:00 9 11 10 10 04:00 9 8 9 9 05:00 12 9 11 11 06:00 48 63 56 56 07:00 223 189 206 206 08:00 383 367 375 375 09:00 388 387 388 388 10:00 325 314 320 320 11:00 354 351 353 353 12:00 349 409 379 379 13:00 394 475 435 435 14:00 432 494 463 463 15:00 420 475 448 448 16:00 431 460 446 446 17:00 422 458 440 440 18:00 468 528 498 498 19:00 424 478 451 451 20:00 355 360 358 358 21:00 202 252 227 227 22:00 151 162 157 157 23:00 114 95 105 105 24:00 66 58 62 62______________________________________________________ Totals 6020 6445 6233 6233 % Avg Wkday 96.6 103.4 % Avg Day 96.6 103.4 09:00 12:00 AM Count 388 409 18:00 18:00 PM Count 468 528 AM Peak Hour PM Peak Hour July 27, 2008 Tuesday,29End Time Tue01:00 7002:00 5203:00 2204:00 1405:00 1606:00 6607:00 27508:00 53609:00 58210:00 56811:00 65412:00 69813:00 76314:00 84515:00 83516:00 88317:00 89618:00 100519:00 84720:00 72921:00 50122:00 35323:00 25524:00 157Total 11622* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Mountain View Drive and State Street July 29, 2008Carlsbad Boulevard Between Mountain View Drive and State Street7052221416662755365825686546987638458358838961005847729501353255157025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,30End Time Wed01:00 8302:00 3403:00 2504:00 1305:00 1606:00 8907:00 24108:00 52809:00 59810:00 54711:00 65112:00 80113:00 87214:00 90215:00 92816:00 93117:00 97818:00 112319:00 104620:00 74721:00 57922:00 40023:00 23724:00 138Total 12507* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Mountain View Drive and State Street July 30, 2008Carlsbad Boulevard Between Mountain View Drive and State Street83342513168924152859854765180187290292893197811231046747579400237138025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 17 Location: Carlsbad Boulevard Between Cannon Road and Cerezo Drive Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code • • • • • • • • • • • •17 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20314 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 24 14 10 6 0 21 76 156 449 651 680 596 463 462 514 510 599 676 566 415 279 179 88 58 7492 94530814286218515717011612010811214415717712670563216 11342021632861561781621181101301291521661339588482117 111005193814516916214212511612114815920313310973401515 36010627581561411831221041161551211441501238548352010 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •10:15 to 11:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 37 17 10 7 7 21 80 185 257 314 373 501 568 534 612 617 683 797 671 482 316 179 117 61 7446 16762321234567870111137128159149140195201146100504321 10032191040478812411213613912714416318518112967543116 105121626547465901251511291751661892161569885382715 15012432578083891531441381511581912011331096437169 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •92.9% 551 803 94.7% 85.7% 90.0% 07/30/08 693 696 8714 07/29/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code • • • • • • • • • • • •17 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20314 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 30 14 9 6 10 36 222 462 704 984 523 455 496 527 495 518 570 505 446 408 295 214 112 62 8103 1235157358615328317211812512113613412112911512591652423 10313063410612227813211611911012414113415211011672513717 551221474130176242106991101761131141671211238069503314 3320397914025318111312214212012212914810398876348188 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:45 to 09:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:30 to 17:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 21 15 11 8 10 55 204 434 523 419 445 501 568 598 613 607 607 618 509 386 377 212 134 53 7928 35442830961471259112512914213216213914812596126633914 64221840861351021211211241431711431511571319291523914 543051467116128971281351631511531601691731259985513416 72222256713611395105120152162157142148140128997546229 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •14:15 to 15:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8714 07/29/08 07/30/08 546 92.9% 643 94.0% 1056 93.3% 596 89.2% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code • • • • • • • • • • • • • • • • • •17 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8714 Machine Nuber • • • • • • • • • • • • • • • • • •20314 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 24 37 31 31 02:00 14 17 16 16 03:00 10 10 10 10 04:00 6 7 7 7 05:00 0 7 4 4 06:00 21 21 21 21 07:00 76 80 78 78 08:00 156 185 171 171 09:00 449 257 353 353 10:00 651 314 483 483 11:00 680 373 527 527 12:00 596 501 549 549 13:00 463 568 516 516 14:00 462 534 498 498 15:00 514 612 563 563 16:00 510 617 564 564 17:00 599 683 641 641 18:00 676 797 737 737 19:00 566 671 619 619 20:00 415 482 449 449 21:00 279 316 298 298 22:00 179 179 179 179 23:00 88 117 103 103 24:00 58 61 60 60______________________________________________________ Totals 7492 7446 7469 7469 % Avg Wkday 100.3 99.7 % Avg Day 100.3 99.7 11:00 12:00 AM Count 680 501 18:00 18:00 PM Count 676 797 AM Peak Hour PM Peak Hour July 27, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Cannon Rd. to Cerezo Dr. Location Code • • • • • • • • • • • • • • • • • •17 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8714 Machine Nuber • • • • • • • • • • • • • • • • • •20314 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 30 21 26 26 02:00 14 15 15 15 03:00 9 11 10 10 04:00 6 8 7 7 05:00 10 10 10 10 06:00 36 55 46 46 07:00 222 204 213 213 08:00 462 434 448 448 09:00 704 523 614 614 10:00 984 419 702 702 11:00 523 445 484 484 12:00 455 501 478 478 13:00 496 568 532 532 14:00 527 598 563 563 15:00 495 613 554 554 16:00 518 607 563 563 17:00 570 607 589 589 18:00 505 618 562 562 19:00 446 509 478 478 20:00 408 386 397 397 21:00 295 377 336 336 22:00 214 212 213 213 23:00 112 134 123 123 24:00 62 53 58 58______________________________________________________ Totals 8103 7928 8016 8016 % Avg Wkday 101.1 98.9 % Avg Day 101.1 98.9 10:00 09:00 AM Count 984 523 17:00 18:00 PM Count 570 618 AM Peak Hour PM Peak Hour July 27, 2008 Tuesday,29End Time Tue01:00 5402:00 2803:00 1904:00 1205:00 1006:00 5707:00 29808:00 61809:00 115310:00 163511:00 120312:00 105113:00 95914:00 98915:00 100916:00 102817:00 116918:00 118119:00 101220:00 82321:00 57422:00 39323:00 20024:00 120Total 15595* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Cannon Road and Cerezo DriveJuly 29, 2008Carlsbad Boulevard Between Cannon Road and Cerezo Drive54281912105729861811531635120310519599891009102811691181101282357439320012002505007501000125015001750200001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,30End Time Wed01:00 5802:00 3203:00 2104:00 1505:00 1706:00 7607:00 28408:00 61909:00 78010:00 73311:00 81812:00 100213:00 113614:00 113215:00 122516:00 122417:00 129018:00 141519:00 118020:00 86821:00 69322:00 39123:00 25124:00 114Total 15374* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Cannon Road and Cerezo DriveJuly 30, 2008Carlsbad Boulevard Between Cannon Road and Cerezo Drive5832211517762846197807338181002113611321225122412901415118086869339125111402505007501000125015001750200001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 18 Location: Carlsbad Boulevard Between Poinsettia Lane and Island Way Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Poinsettia Lane to Island Way Location Code • • • • • • • • • • • •18 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20315 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 1378271381167264293297389423410473425467486410322218149101445469 534112114748798898107879811695115987367363112 23300423347578689382103117931111451189555393114 30112221388077671001331101231081231121019047402410 31004526486159749810111013510813811493644934158 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:15 to 12:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:30 to 17:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 147543228016931729235638440843946946848455449940725516396435938 7320021834836894931071131221011101361199484452712 24101411357773849210610012511611713514410069402511 2000052758766781124891051161141361261251236048277 30242112442818497751061211061371211571119042301713 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •88.2% 412 554 93.0% 89.8% 83.1% 08/06/08 398 521 8715 08/05/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Poinsettia Lane to Island Way Location Code • • • • • • • • • • • •18 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20315 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 29 10 12 5 5 20 158 337 435 352 418 445 529 497 534 475 574 583 532 410 334 185 113 70 7062 104200124701069997109113123142123136135137110110633119 7312242767101839810914513514012815015315010388403113 526234579099941071051301031351101441381249464422326 7131011501101297611612214113611711414415712110372402812 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 25 5 7 10 9 30 159 324 406 390 430 510 559 539 587 540 570 556 514 463 416 219 105 55 7428 1024212227291110113132114135160162150115137109127643019 420349276810094111125149140151122124142113108105432214 7114375584103949513515913912911615516713012399642913 402111255100112921111181371251471401411321341238548249 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •14:15 to 15:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8715 08/05/08 08/06/08 516 86.6% 589 90.9% 485 83.6% 585 93.2% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Poinsettia Lane to Island Way Location Code • • • • • • • • • • • • • • • • • •18 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8715 Machine Nuber • • • • • • • • • • • • • • • • • •20315 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 13 14 14 14 02:00 7 7 7 7 03:00 8 5 7 7 04:00 2 4 3 3 05:00 7 3 5 5 06:00 13 22 18 18 07:00 81 80 81 81 08:00 167 169 168 168 09:00 264 317 291 291 10:00 293 292 293 293 11:00 297 356 327 327 12:00 389 384 387 387 13:00 423 408 416 416 14:00 410 439 425 425 15:00 473 469 471 471 16:00 425 468 447 447 17:00 467 484 476 476 18:00 486 554 520 520 19:00 410 499 455 455 20:00 322 407 365 365 21:00 218 255 237 237 22:00 149 163 156 156 23:00 101 96 99 99 24:00 44 43 44 44______________________________________________________ Totals 5469 5938 5704 5704 % Avg Wkday 95.9 104.1 % Avg Day 95.9 104.1 12:00 12:00 AM Count 389 384 18:00 18:00 PM Count 486 554 AM Peak Hour PM Peak Hour August 3, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Poinsettia Lane to Island Way Location Code • • • • • • • • • • • • • • • • • •18 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8715 Machine Nuber • • • • • • • • • • • • • • • • • •20315 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 29 25 27 27 02:00 10 5 8 8 03:00 12 7 10 10 04:00 5 10 8 8 05:00 5 9 7 7 06:00 20 30 25 25 07:00 158 159 159 159 08:00 337 324 331 331 09:00 435 406 421 421 10:00 352 390 371 371 11:00 418 430 424 424 12:00 445 510 478 478 13:00 529 559 544 544 14:00 497 539 518 518 15:00 534 587 561 561 16:00 475 540 508 508 17:00 574 570 572 572 18:00 583 556 570 570 19:00 532 514 523 523 20:00 410 463 437 437 21:00 334 416 375 375 22:00 185 219 202 202 23:00 113 105 109 109 24:00 70 55 63 63______________________________________________________ Totals 7062 7428 7245 7245 % Avg Wkday 97.5 102.5 % Avg Day 97.5 102.5 12:00 12:00 AM Count 445 510 18:00 15:00 PM Count 583 587 AM Peak Hour PM Peak Hour August 3, 2008 Tuesday,05End Time Tue01:00 4202:00 1703:00 2004:00 705:00 1206:00 3307:00 23908:00 50409:00 69910:00 64511:00 71512:00 83413:00 95214:00 90715:00 100716:00 90017:00 104118:00 106919:00 94220:00 73221:00 55222:00 33423:00 21424:00 114Total 12531* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Poinsettia Lane and Island WayAugust 5, 2008Carlsbad Boulevard Between Poinsettia Lane and Island Way421720712332395046996457158349529071007900104110699427325523342141140250500750100012501500175001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,06End Time Wed01:00 3902:00 1203:00 1204:00 1405:00 1206:00 5207:00 23908:00 49309:00 72310:00 68211:00 78612:00 89413:00 96714:00 97815:00 105616:00 100817:00 105418:00 111019:00 101320:00 87021:00 67122:00 38223:00 20124:00 98Total 13366* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Poinsettia Lane and Island WayAugust 6, 2008Carlsbad Boulevard Between Poinsettia Lane and Island Way3912121412522394937236827868949679781056100810541110101387067138220198025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 19 Location: Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code • • • • • • • • • • • •19 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20316 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 22 19 17 6 11 20 136 239 410 437 427 527 575 580 702 697 719 709 644 459 334 218 142 82 8132 6 9 11 4 1 1 20 54 94 130 97 117 147 144 158 181 136 188 177 116 90 61 46 27 743004285510910510111313113117815117916618512889534726 523245315310511811214915215719717820418515011177562319 440061057771028411714814514816918720017013210478482610 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:15 to 17:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 25 7 23 6 4 34 136 246 427 494 459 542 622 656 728 693 729 822 759 579 394 225 134 79 8823 9360043343108138125126155172179165182214186152123674826 743035274689122111150146172200164175177195135115463315 706206417911810510515016216918018819319619916187622515 2084119357811212911811615914316917617923517913169502823 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:15 to 12:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •87.4% 571 822 96.5% 94.5% 92.1% 08/06/08 575 771 8716 08/05/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code • • • • • • • • • • • •19 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20316 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 27 10 10 6 5 28 214 459 653 609 525 623 689 635 704 636 681 735 720 514 355 183 107 80 9208 11402022489172223126140162172186181179188190145109622725 64201635102147151129130146137169155144183197148118482620 7062386211916112412616221516018313818618218311067432819 32221129314917311114419116616616616217218215011161302616 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:30 to 09:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:45 to 18:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 8 8 12 4 30 222 475 667 681 592 625 747 702 753 628 646 768 699 550 432 197 109 68 9646 5215012896150224157154185188178198156182207148135583314 83151733109159182128164166149198145175160164123110502620 514121071110171143159156194190185138158198171138102402721 52211129016018713214815120217519214715722815714185492313 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:30 to 09:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:30 to 18:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8716 08/05/08 08/06/08 764 85.3% 797 87.4% 708 79.4% 752 95.4% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code • • • • • • • • • • • • • • • • • •19 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8716 Machine Nuber • • • • • • • • • • • • • • • • • •20316 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 22 25 24 24 02:00 19 7 13 13 03:00 17 23 20 20 04:00 6 6 6 6 05:00 11 4 8 8 06:00 20 34 27 27 07:00 136 136 136 136 08:00 239 246 243 243 09:00 410 427 419 419 10:00 437 494 466 466 11:00 427 459 443 443 12:00 527 542 535 535 13:00 575 622 599 599 14:00 580 656 618 618 15:00 702 728 715 715 16:00 697 693 695 695 17:00 719 729 724 724 18:00 709 822 766 766 19:00 644 759 702 702 20:00 459 579 519 519 21:00 334 394 364 364 22:00 218 225 222 222 23:00 142 134 138 138 24:00 82 79 81 81______________________________________________________ Totals 8132 8823 8478 8478 % Avg Wkday 95.9 104.1 % Avg Day 95.9 104.1 12:00 12:00 AM Count 527 542 17:00 18:00 PM Count 719 822 AM Peak Hour PM Peak Hour August 3, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Blvd: Avenida Encinas to La Costa Ave Location Code • • • • • • • • • • • • • • • • • •19 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8716 Machine Nuber • • • • • • • • • • • • • • • • • •20316 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 27 23 25 25 02:00 10 8 9 9 03:00 10 8 9 9 04:00 6 12 9 9 05:00 5 4 5 5 06:00 28 30 29 29 07:00 214 222 218 218 08:00 459 475 467 467 09:00 653 667 660 660 10:00 609 681 645 645 11:00 525 592 559 559 12:00 623 625 624 624 13:00 689 747 718 718 14:00 635 702 669 669 15:00 704 753 729 729 16:00 636 628 632 632 17:00 681 646 664 664 18:00 735 768 752 752 19:00 720 699 710 710 20:00 514 550 532 532 21:00 355 432 394 394 22:00 183 197 190 190 23:00 107 109 108 108 24:00 80 68 74 74______________________________________________________ Totals 9208 9646 9427 9427 % Avg Wkday 97.7 102.3 % Avg Day 97.7 102.3 09:00 10:00 AM Count 653 681 18:00 18:00 PM Count 735 768 AM Peak Hour PM Peak Hour August 3, 2008 Tuesday,05End Time Tue01:00 4902:00 2903:00 2704:00 1205:00 1606:00 4807:00 35008:00 69809:00 106310:00 104611:00 95212:00 115013:00 126414:00 121515:00 140616:00 133317:00 140018:00 144419:00 136420:00 97321:00 68922:00 40123:00 24924:00 162Total 17340* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Avenida Encinas and La Costa AvenueAugust 5, 2008Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue4929271216483506981063104695211501264121514061333140014441364973689401249162025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,06End Time Wed01:00 4802:00 1503:00 3104:00 1805:00 806:00 6407:00 35808:00 72109:00 109410:00 117511:00 105112:00 116713:00 136914:00 135815:00 148116:00 132117:00 137518:00 159019:00 145820:00 112921:00 82622:00 42223:00 24324:00 147Total 18469* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad BoulevardBetween Avenida Encinas and La Costa AvenueAugust 6, 2008Carlsbad Boulevard Between Avenida Encinas and La Costa Avenue48153118864358721109411751051116713691358148113211375159014581129826422243147025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 20 Location: La Costa Avenue Between Saxony Road and Piraeus Street Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •La Costa Avenue: Saxony Rd. to Piraeus St. Location Code • • • • • • • • • • • •20 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • •8/13/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20317 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 81 42 28 28 59 227 668 1094 1224 1108 1049 1053 935 840 904 1005 992 1148 951 605 402 340 233 127 15143 22 12 1 4 8 37 106 236 305 329 263 253 250 210 238 251 255 297 291 172 101 75 61 34 18 10 7 5 12 43 146 260 343 248 252 262 214 207 197 254 221 255 218 155 127 109 74 46 19 12 9 6 18 65 198 279 301 268 266 270 234 209 242 265 259 306 240 141 88 83 49 21 22 8 11 13 21 82 218 319 275 263 268 268 237 214 227 235 257 290 202 137 86 73 49 26 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 80 37 21 32 63 265 705 1113 1235 1168 991 905 942 897 930 923 1056 1186 1022 686 472 341 266 155 15491 22 15 5 6 11 34 94 227 338 365 254 218 257 232 223 200 224 291 281 202 139 87 59 40 23 9 5 8 12 56 164 251 284 260 256 232 226 198 228 217 256 255 247 165 117 88 79 39 14 6 3 8 10 89 208 309 296 277 275 215 223 233 220 249 302 340 274 164 97 89 65 43 21 7 8 10 30 86 239 326 317 266 206 240 236 234 259 257 274 300 220 155 119 77 63 33 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:15 to 09:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •87.2% 1262 1186 92.4% 93.8% 86.4% 08/13/08 1268 1148 8717 08/12/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •La Costa Avenue: Saxony Rd. to Piraeus St. Location Code • • • • • • • • • • • •20 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • •8/13/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20317 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 161 89 50 30 32 145 395 847 956 870 818 866 924 924 988 1182 1326 1531 1404 1020 777 661 499 287 16782 46 31 16 9 9 33 73 181 251 275 223 225 206 231 227 274 315 374 417 297 214 176 117 94 48 19 17 4 4 17 84 164 253 192 201 221 246 242 247 282 343 375 349 236 197 147 128 72 36 25 8 10 11 36 106 228 239 204 177 215 225 242 259 310 345 357 340 244 186 174 141 66 31 14 9 7 8 59 132 274 213 199 217 205 247 209 255 316 323 425 298 243 180 164 113 55 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 127 73 38 23 32 141 422 792 967 893 831 796 885 1189 1085 1103 1258 1482 1396 1025 896 674 619 345 17092 36 28 8 4 7 29 82 167 279 239 219 209 238 239 309 269 335 385 367 287 233 171 184 107 29 21 8 8 8 26 94 161 209 238 201 179 191 282 252 244 287 336 344 298 238 169 149 112 29 8 14 7 5 39 117 213 245 218 199 203 258 329 262 303 292 376 354 228 207 180 143 74 33 16 8 4 12 47 129 251 234 198 212 205 198 339 262 287 344 385 331 212 218 154 143 52 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8717 08/12/08 08/13/08 984 88.2% 1482 96.2% 1017 92.8% 1574 92.6% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •La Costa Avenue: Saxony Rd. to Piraeus St. Location Code • • • • • • • • • • • • • • • • • •20 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/13/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8717 Machine Nuber • • • • • • • • • • • • • • • • • •20317 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 81 80 81 81 02:00 42 37 40 40 03:00 28 21 25 25 04:00 28 32 30 30 05:00 59 63 61 61 06:00 227 265 246 246 07:00 668 705 687 687 08:00 1094 1113 1104 1104 09:00 1224 1235 1230 1230 10:00 1108 1168 1138 1138 11:00 1049 991 1020 1020 12:00 1053 905 979 979 13:00 935 942 939 939 14:00 840 897 869 869 15:00 904 930 917 917 16:00 1005 923 964 964 17:00 992 1056 1024 1024 18:00 1148 1186 1167 1167 19:00 951 1022 987 987 20:00 605 686 646 646 21:00 402 472 437 437 22:00 340 341 341 341 23:00 233 266 250 250 24:00 127 155 141 141______________________________________________________ Totals 15143 15491 15317 15317 % Avg Wkday 98.9 101.1 % Avg Day 98.9 101.1 09:00 09:00 AM Count 1224 1235 18:00 18:00 PM Count 1148 1186 AM Peak Hour PM Peak Hour August 10, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •La Costa Avenue: Saxony Rd. to Piraeus St. Location Code • • • • • • • • • • • • • • • • • •20 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/11/08 00:00 Recording Start • • • • • • • • • • • • • • •8/12/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/13/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8717 Machine Nuber • • • • • • • • • • • • • • • • • •20317 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 161 127 144 144 02:00 89 73 81 81 03:00 50 38 44 44 04:00 30 23 27 27 05:00 32 32 32 32 06:00 145 141 143 143 07:00 395 422 409 409 08:00 847 792 820 820 09:00 956 967 962 962 10:00 870 893 882 882 11:00 818 831 825 825 12:00 866 796 831 831 13:00 924 885 905 905 14:00 924 1189 1057 1057 15:00 988 1085 1037 1037 16:00 1182 1103 1143 1143 17:00 1326 1258 1292 1292 18:00 1531 1482 1507 1507 19:00 1404 1396 1400 1400 20:00 1020 1025 1023 1023 21:00 777 896 837 837 22:00 661 674 668 668 23:00 499 619 559 559 24:00 287 345 316 316______________________________________________________ Totals 16782 17092 16937 16937 % Avg Wkday 99.1 100.9 % Avg Day 99.1 100.9 09:00 09:00 AM Count 956 967 18:00 18:00 PM Count 1531 1482 AM Peak Hour PM Peak Hour August 10, 2008 Tuesday,12End Time Tue01:00 24202:00 13103:00 7804:00 5805:00 9106:00 37207:00 106308:00 194109:00 218010:00 197811:00 186712:00 191913:00 185914:00 176415:00 189216:00 218717:00 231818:00 267919:00 235520:00 162521:00 117922:00 100123:00 73224:00 414Total 31925* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Saxony Road and Piraeus StreetAugust 12, 2008La Costa Avenue Between Saxony Road and Piraeus Street2421317858913721063194121801978186719191859176418922187231826792355162511791001732414025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,13End Time Wed01:00 20702:00 11003:00 5904:00 5505:00 9506:00 40607:00 112708:00 190509:00 220210:00 206111:00 182212:00 170113:00 182714:00 208615:00 201516:00 202617:00 231418:00 266819:00 241820:00 171121:00 136822:00 101523:00 88524:00 500Total 32583* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Saxony Road and Piraeus StreetAugust 13, 2008La Costa Avenue Between Saxony Road and Piraeus Street2071105955954061127190522022061182217011827208620152026231426682418171113681015885500025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 21 Location: La Costa Avenue Between Cadencia Street and Romeria Street Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •La Costa Avenue: Cadencia St. to Romeria St. Location Code • • • • • • • • • • • •21 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • •7/23/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 17 12 3 4 20 54 221 421 485 402 324 280 306 302 296 311 337 373 305 232 166 111 76 37 5095 25004836931191168765846176758587885338272413 5422394992137957874837879838897707059262212 630031565981161047573748970758310576583431197 401210227113811387846865747178818471513527115 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: W 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 23 10 2 6 15 62 226 415 487 401 342 286 351 330 314 329 346 375 304 254 188 108 100 41 5315 1121158348412911310978958189829483817956282614 421311358100119105897279937875929676614331369 7200418611241041027874867976857710278505524238 140252373107135816662917771878394696434251510 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/23/08 510 374 8718 07/22/08 91.9% 487 375 92.4% 89.0% 90.2% Volume Count Report Location • • • • • • • • • • • • • • • • • • •La Costa Avenue: Cadencia St. to Romeria St. Location Code • • • • • • • • • • • •21 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • •7/23/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 45 23 10 8 14 33 85 194 276 279 236 302 337 376 380 525 603 738 711 450 323 275 150 112 6485 13954311163573715764811107612114916320812589755138 145224616536567656980949313813617919414967783431 106102415457175528691849914615721515610595703525 832251238616766628385881121201611811537172523018 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:30 to 18:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 9 7 27 103 206 287 284 283 330 371 367 411 515 648 744 655 457 350 297 189 104 6742 1964136194073667482961039412114716918012989775523 1810330621437177637687949212715716916696102825032 1575305194666707881998211813116120115713085823620 4342410447777716891898810713618320515210274564829 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 92.4% 755 92.1% 330 95.9% 798 92.8% 8718 07/22/08 07/23/08 355 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •La Costa Avenue: Cadencia St. to Romeria St. Location Code • • • • • • • • • • • • • • • • • •21 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/23/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8718 Machine Nuber • • • • • • • • • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 20 21 22 23 24 25 26 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 17 23 20 20 02:00 12 10 11 11 03:00 3 2 3 3 04:00 4 6 5 5 05:00 20 15 18 18 06:00 54 62 58 58 07:00 221 226 224 224 08:00 421 415 418 418 09:00 485 487 486 486 10:00 402 401 402 402 11:00 324 342 333 333 12:00 280 286 283 283 13:00 306 351 329 329 14:00 302 330 316 316 15:00 296 314 305 305 16:00 311 329 320 320 17:00 337 346 342 342 18:00 373 375 374 374 19:00 305 304 305 305 20:00 232 254 243 243 21:00 166 188 177 177 22:00 111 108 110 110 23:00 76 100 88 88 24:00 37 41 39 39______________________________________________________ Totals 5095 5315 5205 5205 % Avg Wkday 97.9 102.1 % Avg Day 97.9 102.1 09:00 09:00 AM Count 485 487 18:00 18:00 PM Count 373 375 AM Peak Hour PM Peak Hour July 20, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •La Costa Avenue: Cadencia St. to Romeria St. Location Code • • • • • • • • • • • • • • • • • •21 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/23/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8718 Machine Nuber • • • • • • • • • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 20 21 22 23 24 25 26 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 45 56 51 51 02:00 23 26 25 25 03:00 10 16 13 13 04:00 8 9 9 9 05:00 14 7 11 11 06:00 33 27 30 30 07:00 85 103 94 94 08:00 194 206 200 200 09:00 276 287 282 282 10:00 279 284 282 282 11:00 236 283 260 260 12:00 302 330 316 316 13:00 337 371 354 354 14:00 376 367 372 372 15:00 380 411 396 396 16:00 525 515 520 520 17:00 603 648 626 626 18:00 738 744 741 741 19:00 711 655 683 683 20:00 450 457 454 454 21:00 323 350 337 337 22:00 275 297 286 286 23:00 150 189 170 170 24:00 112 104 108 108______________________________________________________ Totals 6485 6742 6614 6614 % Avg Wkday 98.1 101.9 % Avg Day 98.1 101.9 12:00 12:00 AM Count 302 330 18:00 18:00 PM Count 738 744 AM Peak Hour PM Peak Hour July 20, 2008 Tuesday,22End Time Tue01:00 6202:00 3503:00 1304:00 1205:00 3406:00 8707:00 30608:00 61509:00 76110:00 68111:00 56012:00 58213:00 64314:00 67815:00 67616:00 83617:00 94018:00 111119:00 101620:00 68221:00 48922:00 38623:00 22624:00 149Total 11580* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Cadencia Street and Romeria StreetJuly 22, 2008La Costa Avenue Between Cadencia Street and Romeria Street6235131234873066157616815605826436786768369401111101668248938622614902505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,23End Time Wed01:00 7902:00 3603:00 1804:00 1505:00 2206:00 8907:00 32908:00 62109:00 77410:00 68511:00 62512:00 61613:00 72214:00 69715:00 72516:00 84417:00 99418:00 111919:00 95920:00 71121:00 53822:00 40523:00 28924:00 145Total 12057* - Volumes represent combined totals of both directions.24-Hour Volume PlotLa Costa AvenueBetween Cadencia Street and Romeria StreetJuly 23, 2008La Costa Avenue Between Cadencia Street and Romeria Street793618152289329621774685625616722697725844994111995971153840528914502505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 22 Location: Rancho Santa Fe Road Between La Costa Meadows Drive and San Elijo Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Rancho Santa Fe Road: La Costa Meadows Dr. to San Elijo Rd. Location Code• • • • • • • • • • • •22 County • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/18/08 00:00 Recording Start • • • • • • • • •8/19/08 00:00 Recording End• • • • • • • • • • • •8/20/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 59 38 26 22 63 196 444 857 951 827 781 817 895 884 1030 1142 1282 1242 1034 753 545 459 338 181 14866 19 11 11 5 11 19 60 154 250 202 194 218 228 219 232 252 310 283 254 188 156 125 94 61 14 11 2 4 13 44 98 198 258 197 179 186 210 227 271 282 349 294 286 192 143 122 103 49 13 8 6 7 14 49 126 212 211 205 198 185 225 233 233 274 307 358 265 205 118 100 76 41 13 8 7 6 25 84 160 293 232 223 210 228 232 205 294 334 316 307 229 168 128 112 65 30 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •15:45 to 16:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 48 30 31 60 183 457 815 1010 783 772 818 874 915 1022 1136 1231 1252 1108 787 570 444 368 174 14963 25 22 11 5 8 16 86 155 280 217 199 196 215 216 234 277 314 291 308 206 179 138 141 50 18 6 8 4 10 49 96 178 246 182 187 195 196 258 235 268 271 359 270 182 138 125 79 60 16 10 5 10 16 42 103 211 251 193 202 216 219 215 252 290 331 305 274 202 120 96 76 38 16 10 6 12 26 76 172 271 233 191 184 211 244 226 301 301 315 297 256 197 133 85 72 26 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:30 to 17:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •90.3% 1048 1296 86.4% 93.1% 93.6% 08/20/08 1013 1300 8718 08/19/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Rancho Santa Fe Road: La Costa Meadows Dr. to San Elijo Rd. Location Code• • • • • • • • • • • •22 County • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/18/08 00:00 Recording Start • • • • • • • • •8/19/08 00:00 Recording End• • • • • • • • • • • •8/20/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 78 42 19 31 94 329 1086 1424 1327 1018 848 839 838 960 882 1026 1203 1320 969 624 480 372 259 142 16210 21 12 5 3 11 38 180 322 323 235 218 182 193 197 245 226 264 320 244 169 150 112 95 52 29 11 1 2 20 56 264 324 319 270 185 208 214 230 196 262 284 353 242 156 121 67 66 36 13 8 2 11 26 84 325 400 341 262 233 234 221 246 226 216 315 325 244 155 112 88 50 29 15 11 11 15 37 151 317 378 344 251 212 215 210 287 215 322 340 322 239 144 97 105 48 25 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:15 to 08:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 62 35 38 92 321 1087 1351 1324 978 870 923 917 910 937 1047 1153 1317 982 621 496 458 261 135 16405 19 22 7 6 13 33 167 311 349 263 234 228 221 252 219 221 279 341 307 163 115 133 95 54 35 10 5 5 12 50 297 358 324 258 228 248 265 184 249 257 292 340 236 172 131 131 72 33 21 16 9 9 25 108 320 367 331 252 204 208 220 220 212 276 280 336 218 138 129 109 52 29 15 14 14 18 42 130 303 315 320 205 204 239 211 254 257 293 302 300 221 148 121 85 42 19 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:15 to 08:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8718 08/19/08 08/20/08 1389 94.6% 1319 96.7% 1425 89.1% 1338 94.8% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Rancho Santa Fe Road: La Costa Meadows Dr. to San Elijo Rd. Location Code • • • • • • • • • • • • • • • • • •22 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/18/08 00:00 Recording Start • • • • • • • • • • • • • • •8/19/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/20/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8718 Machine Nuber • • • • • • • • • • • • • • • • • •20318 Channel • • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 59 75 67 67 02:00 38 48 43 43 03:00 26 30 28 28 04:00 22 31 27 27 05:00 63 60 62 62 06:00 196 183 190 190 07:00 444 457 451 451 08:00 857 815 836 836 09:00 951 1010 981 981 10:00 827 783 805 805 11:00 781 772 777 777 12:00 817 818 818 818 13:00 895 874 885 885 14:00 884 915 900 900 15:00 1030 1022 1026 1026 16:00 1142 1136 1139 1139 17:00 1282 1231 1257 1257 18:00 1242 1252 1247 1247 19:00 1034 1108 1071 1071 20:00 753 787 770 770 21:00 545 570 558 558 22:00 459 444 452 452 23:00 338 368 353 353 24:00 181 174 178 178 Totals 14866 14963 14915 14915 % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 09:00 09:00 AM Count 951 1010 17:00 18:00 PM Count 1282 1252 AM Peak Hour PM Peak Hour August 17, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Rancho Santa Fe Road: La Costa Meadows Dr. to San Elijo Rd. Location Code • • • • • • • • • • • • • • • • • •22 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/18/08 00:00 Recording Start • • • • • • • • • • • • • • •8/19/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/20/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8718 Machine Nuber • • • • • • • • • • • • • • • • • •20318 Channel • • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 17 18 19 20 21 22 23 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. 01:00 78 90 84 84 02:00 42 62 52 52 03:00 19 35 27 27 04:00 31 38 35 35 05:00 94 92 93 93 06:00 329 321 325 325 07:00 1086 1087 1087 1087 08:00 1424 1351 1388 1388 09:00 1327 1324 1326 1326 10:00 1018 978 998 998 11:00 848 870 859 859 12:00 839 923 881 881 13:00 838 917 878 878 14:00 960 910 935 935 15:00 882 937 910 910 16:00 1026 1047 1037 1037 17:00 1203 1153 1178 1178 18:00 1320 1317 1319 1319 19:00 969 982 976 976 20:00 624 621 623 623 21:00 480 496 488 488 22:00 372 458 415 415 23:00 259 261 260 260 24:00 142 135 139 139 Totals 16210 16405 16308 16308 % Avg Wkday 99.4 100.6 % Avg Day 99.4 100.6 08:00 08:00 AM Count 1424 1351 18:00 18:00 PM Count 1320 1317 AM Peak Hour PM Peak Hour August 17, 2008 Tuesday,19End Time Tue01:00 13702:00 8003:00 4504:00 5305:00 15706:00 52507:00 153008:00 228109:00 227810:00 184511:00 162912:00 165613:00 173314:00 184415:00 191216:00 216817:00 248518:00 256219:00 200320:00 137721:00 102522:00 83123:00 59724:00 323Total 31076* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadAugust 19, 2008Rancho Santa Fe Rd. Between La Costa Meadows Dr. and San Elijo Rd.137804553157525153022812278184516291656173318441912216824852562200313771025831597323025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,20End Time Wed01:00 16502:00 11003:00 6504:00 6905:00 15206:00 50407:00 154408:00 216609:00 233410:00 176111:00 164212:00 174113:00 179114:00 182515:00 195916:00 218317:00 238418:00 256919:00 209020:00 140821:00 106622:00 90223:00 62924:00 309Total 31368* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween La Costa Meadows Drive and San Elijo RoadAugust 20, 2008Rancho Santa Fe Rd. Between La Costa Meadows Dr. and San Elijo Rd.1651106569152504154421662334176116421741179118251959218323842569209014081066902629309025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 23 Location: Rancho Santa Fe Road Between Avenida Soledad and Camino Junipero Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Rancho Santa Fe: Avenida Soledad to Camino Junipero Location Code • • • • • • • • • • • •23 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20320 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 130 57 30 25 43 130 317 647 930 833 777 888 930 977 1068 1329 1538 1638 1529 1013 802 629 515 326 17101 40 17 11 2 7 17 65 133 226 209 208 214 214 227 258 336 384 390 428 256 213 161 126 85 36 16 7 5 14 22 51 131 233 202 186 226 219 240 244 300 366 398 396 269 217 150 141 90 33 16 8 6 10 39 93 156 223 212 207 218 234 249 299 345 386 422 356 233 188 189 134 84 21 8 4 12 12 52 108 227 248 210 176 230 263 261 267 348 402 428 349 255 184 129 114 67 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 140 64 30 33 50 118 314 704 846 892 815 852 931 968 1111 1314 1507 1622 1533 1156 855 678 520 322 17375 47 21 6 6 13 15 55 159 215 230 215 211 238 229 275 322 356 374 429 314 240 169 137 92 42 11 10 8 6 22 55 158 239 214 177 206 224 270 250 317 355 388 389 306 212 181 133 83 30 17 8 9 13 32 101 164 213 224 223 223 217 228 280 339 375 473 352 289 225 164 135 73 21 15 6 10 18 49 103 223 179 224 200 212 252 241 306 336 421 387 363 247 178 164 115 74 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:30 to 18:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 08/06/08 930 1676 8720 08/05/08 88.7% 897 1678 93.8% 97.9% 94.2% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Rancho Santa Fe: Avenida Soledad to Camino Junipero Location Code • • • • • • • • • • • •23 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20320 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 54 29 35 70 259 1034 1680 1893 1441 1177 1002 943 893 966 1052 1158 1287 1086 701 558 441 304 197 18333 19 28 8 10 10 41 163 400 485 416 334 258 254 231 226 264 285 319 323 193 160 129 95 70 18 11 7 8 21 50 197 368 475 370 288 232 221 208 249 267 272 297 246 174 133 105 82 44 23 7 7 4 11 64 287 421 486 327 272 246 242 223 245 270 299 340 262 140 136 109 64 43 13 8 7 13 28 104 387 491 447 328 283 266 226 231 246 251 302 331 255 194 129 98 63 40 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 86 57 132 31 83 273 1049 1615 1881 1482 1163 1016 1014 991 969 1056 1192 1259 1028 708 564 445 413 192 18699 20 16 9 10 17 42 164 384 517 456 326 254 262 285 256 279 289 287 283 197 164 132 105 37 27 18 8 5 17 60 200 361 465 375 268 269 260 231 190 225 308 328 277 180 135 117 136 59 26 11 82 6 15 71 309 422 471 312 302 243 268 236 243 297 291 331 235 194 142 101 97 47 13 12 33 10 34 100 376 448 428 339 267 250 224 239 280 255 304 313 233 137 123 95 75 49 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 91.9% 1259 95.1% 1937 98.6% 1291 94.9% 8720 08/05/08 08/06/08 1901 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Rancho Santa Fe: Avenida Soledad to Camino Junipero Location Code • • • • • • • • • • • • • • • • • •23 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8720 Machine Nuber • • • • • • • • • • • • • • • • • •20320 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 130 140 135 135 02:00 57 64 61 61 03:00 30 30 30 30 04:00 25 33 29 29 05:00 43 50 47 47 06:00 130 118 124 124 07:00 317 314 316 316 08:00 647 704 676 676 09:00 930 846 888 888 10:00 833 892 863 863 11:00 777 815 796 796 12:00 888 852 870 870 13:00 930 931 931 931 14:00 977 968 973 973 15:00 1068 1111 1090 1090 16:00 1329 1314 1322 1322 17:00 1538 1507 1523 1523 18:00 1638 1622 1630 1630 19:00 1529 1533 1531 1531 20:00 1013 1156 1085 1085 21:00 802 855 829 829 22:00 629 678 654 654 23:00 515 520 518 518 24:00 326 322 324 324______________________________________________________ Totals 17101 17375 17238 17238 % Avg Wkday 99.2 100.8 % Avg Day 99.2 100.8 09:00 10:00 AM Count 930 892 18:00 18:00 PM Count 1638 1622 AM Peak Hour PM Peak Hour August 3, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Rancho Santa Fe: Avenida Soledad to Camino Junipero Location Code • • • • • • • • • • • • • • • • • •23 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8720 Machine Nuber • • • • • • • • • • • • • • • • • •20320 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 73 86 80 80 02:00 54 57 56 56 03:00 29 132 81 81 04:00 35 31 33 33 05:00 70 83 77 77 06:00 259 273 266 266 07:00 1034 1049 1042 1042 08:00 1680 1615 1648 1648 09:00 1893 1881 1887 1887 10:00 1441 1482 1462 1462 11:00 1177 1163 1170 1170 12:00 1002 1016 1009 1009 13:00 943 1014 979 979 14:00 893 991 942 942 15:00 966 969 968 968 16:00 1052 1056 1054 1054 17:00 1158 1192 1175 1175 18:00 1287 1259 1273 1273 19:00 1086 1028 1057 1057 20:00 701 708 705 705 21:00 558 564 561 561 22:00 441 445 443 443 23:00 304 413 359 359 24:00 197 192 195 195______________________________________________________ Totals 18333 18699 18516 18516 % Avg Wkday 99.0 101.0 % Avg Day 99.0 101.0 09:00 09:00 AM Count 1893 1881 18:00 18:00 PM Count 1287 1259 AM Peak Hour PM Peak Hour August 3, 2008 Tuesday,05End Time Tue01:00 20302:00 11103:00 5904:00 6005:00 11306:00 38907:00 135108:00 232709:00 282310:00 227411:00 195412:00 189013:00 187314:00 187015:00 203416:00 238117:00 269618:00 292519:00 261520:00 171421:00 136022:00 107023:00 81924:00 523Total 35434* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween Avenida Soledad and Camino JuniperoAugust 5, 2008Rancho Santa Fe Road Between Avenida Soledad andCamino Junipero2031115960113389135123272823227419541890187318702034238126962925261517141360107081952302505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,06End Time Wed01:00 22602:00 12103:00 16204:00 6405:00 13306:00 39107:00 136308:00 231909:00 272710:00 237411:00 197812:00 186813:00 194514:00 195915:00 208016:00 237017:00 269918:00 288119:00 256120:00 186421:00 141922:00 112323:00 93324:00 514Total 36074* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadBetween Avenida Soledad and Camino JuniperoAugust 6, 2008Rancho Santa Fe Road Between Avenida Soledad andCamino Junipero22612116264133391136323192727237419781868194519592080237026992881256118641419112393351402505007501000125015001750200022502500275030003250350001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 24 Location: Rancho Santa Fe Road Between Olivenhain Road and Calle Acervo/Avenida La Posta Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Rancho Santa Fe: Olivenhain Rd. to Avenida La Posta Location Code • • • • • • • • • • • •24 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20321 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 36 16 2 2 15 27 116 227 411 480 530 528 524 524 527 661 679 595 481 353 227 139 137 7301 1999002625588910814313713712614514517414216098694437 231002143205512411311812511914111816215815910484553136 1585016734589713312911312711913717716916513288553340 7920031137561011261401531411381271771781298583483124 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:15 to 17:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 78 39 16 16 10 13 32 110 247 388 487 519 529 528 513 481 644 691 617 515 367 278 162 121 7401 21174230620518611413214114514012213919916014896944537 221345335235710011513213011212310215017016012584704531 955335102757101121125119138122145187161162121104584129 264361511408210113713013913312811216816113512183563124 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:15 to 12:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:30 to 17:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 08/06/08 531 690 8721 08/05/08 91.0% 528 724 94.8% 97.5% 93.6% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Rancho Santa Fe: Olivenhain Rd. to Avenida La Posta Location Code • • • • • • • • • • • •24 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • •8/06/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20321 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 101 42 27 6 3 22 52 320 644 760 746 638 627 662 636 618 727 715 727 653 452 349 253 172 9952 211611214743186210201151150150157148171186185181124946750 35126214645155169169149142181167151173179173155114816445 22740171785129183192163148173161148189180193171110896731 237620722147174198184175187158151171194170176146104855546 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •09:00 to 10:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:30 to 17:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 97 52 28 34 12 11 56 305 637 737 789 710 668 702 674 602 716 725 724 624 476 378 288 190 10235 28 19 10 4 1 2 11 33 194 188 224 175 171 173 171 153 185 194 188 180 125 99 80 52 331134321244128179213179162163160128188186167171108987250 1114874410751432061811911491951761691781731961541111017348 25 8 7 19 4 3 23 153 172 164 171 165 186 171 167 152 165 172 173 119 132 80 63 40 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •09:30 to 10:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:15 to 17:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 90.1% 725 93.4% 760 90.5% 748 96.4% 8721 08/05/08 08/06/08 807 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Rancho Santa Fe: Olivenhain Rd. to Avenida La Posta Location Code • • • • • • • • • • • • • • • • • •24 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8721 Machine Nuber • • • • • • • • • • • • • • • • • •20321 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 64 78 71 71 02:00 36 39 38 38 03:00 16 16 16 16 04:00 2 16 9 9 05:00 2 10 6 6 06:00 15 13 14 14 07:00 27 32 30 30 08:00 116 110 113 113 09:00 227 247 237 237 10:00 411 388 400 400 11:00 480 487 484 484 12:00 530 519 525 525 13:00 528 529 529 529 14:00 524 528 526 526 15:00 524 513 519 519 16:00 527 481 504 504 17:00 661 644 653 653 18:00 679 691 685 685 19:00 595 617 606 606 20:00 481 515 498 498 21:00 353 367 360 360 22:00 227 278 253 253 23:00 139 162 151 151 24:00 137 121 129 129______________________________________________________ Totals 7301 7401 7351 7351 % Avg Wkday 99.3 100.7 % Avg Day 99.3 100.7 12:00 12:00 AM Count 530 519 18:00 18:00 PM Count 679 691 AM Peak Hour PM Peak Hour August 3, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Rancho Santa Fe: Olivenhain Rd. to Avenida La Posta Location Code • • • • • • • • • • • • • • • • • •24 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/04/08 00:00 Recording Start • • • • • • • • • • • • • • •8/05/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/06/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8721 Machine Nuber • • • • • • • • • • • • • • • • • •20321 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 03 04 05 06 07 08 09 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 101 97 99 99 02:00 42 52 47 47 03:00 27 28 28 28 04:00 6 34 20 20 05:00 3 12 8 8 06:00 22 11 17 17 07:00 52 56 54 54 08:00 320 305 313 313 09:00 644 637 641 641 10:00 760 737 749 749 11:00 746 789 768 768 12:00 638 710 674 674 13:00 627 668 648 648 14:00 662 702 682 682 15:00 636 674 655 655 16:00 618 602 610 610 17:00 727 716 722 722 18:00 715 725 720 720 19:00 727 724 726 726 20:00 653 624 639 639 21:00 452 476 464 464 22:00 349 378 364 364 23:00 253 288 271 271 24:00 172 190 181 181______________________________________________________ Totals 9952 10235 10094 10094 % Avg Wkday 98.6 101.4 % Avg Day 98.6 101.4 10:00 11:00 AM Count 760 789 19:00 18:00 PM Count 727 725 AM Peak Hour PM Peak Hour August 3, 2008 Tuesday,05End Time Tue01:00 16502:00 7803:00 4304:00 805:00 506:00 3707:00 7908:00 43609:00 87110:00 117111:00 122612:00 116813:00 115514:00 118615:00 116016:00 114517:00 138818:00 139419:00 132220:00 113421:00 80522:00 57623:00 39224:00 309Total 17253* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadAugust 5, 2008Between Olivenhain Road and Calle Acervo/Avenida La PostaRancho Santa Fe Road Between Olivenhain Roadand Calle Acervo/Avenida La Posta165784385377943687111711226116811551186116011451388139413221134805576392309025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,06End Time Wed01:00 17502:00 9103:00 4404:00 5005:00 2206:00 2407:00 8808:00 41509:00 88410:00 112511:00 127612:00 122913:00 119714:00 123015:00 118716:00 108317:00 136018:00 141619:00 134120:00 113921:00 84322:00 65623:00 45024:00 311Total 17636* - Volumes represent combined totals of both directions.24-Hour Volume PlotRancho Santa Fe RoadAugust 6, 2008Between Olivenhain Road and Calle Acervo/Avenida La PostaRancho Santa Fe Road Between Olivenhain Roadand Calle Acervo/Avenida La Posta17591445022248841588411251276122911971230118710831360141613411139843656450311025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 25 Location: Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code • • • • • • • • • • • •25 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/15/08 00:00 Recording Start • • • • • • • • •7/16/08 00:00 Recording End • • • • • • • • • • • •7/17/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20322 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday 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 14662730741942082222022122112171551682152311861561217345192974 52111523386769666363444152615557572922153 21010718376153435450643947456052303725167 4220271350355042524653293550484638291695 31304112069455051435256463459683131261054 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday 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 20362523681682202292101782082021861811922122101371296960322950 201211162957687042455261525045433541141913 70200615305856515952504440494869302726177 42202614465664454263604343396251412815116 711021023634941443548403846545747313314136 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:45 to 09:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:30 to 18:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/17/08 247 233 8722 07/16/08 83.7% 237 231 89.5% 85.7% 87.1% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code • • • • • • • • • • • •25 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/15/08 00:00 Recording Start • • • • • • • • •7/16/08 00:00 Recording End • • • • • • • • • • • •7/17/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20322 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday 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 29176136236311510412914018219316218623031425722115214048492770 66301061434262534424442314672625642451413 115001031830283333314440536080664442371210 91211361124173240585336466572636437231414 3510038202733393351524456599066573135812 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:15 to 12:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday 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 28 16 12 8 1 5 21 63 105 102 113 162 168 169 135 207 228 258 246 174 174 123 80 37 2635 7632105932243145333528445155523746373112 53430231525212243473340504669843940332110 9131027122536333051433555656356484723186 7622016272321274437583258667154504130109 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:00 to 12:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:30 to 18:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 90.0% 270 80.4% 148 88.1% 314 87.2% 8722 07/16/08 07/17/08 162 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code • • • • • • • • • • • • • • • • • •25 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/15/08 00:00 Recording Start • • • • • • • • • • • • • • •7/16/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/17/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8722 Machine Nuber • • • • • • • • • • • • • • • • • •20322 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 13 14 15 16 17 18 19 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 14 20 17 17 02:00 6 3 5 5 03:00 6 6 6 6 04:00 2 2 2 2 05:00 7 5 6 6 06:00 30 23 27 27 07:00 74 68 71 71 08:00 194 168 181 181 09:00 208 220 214 214 10:00 222 229 226 226 11:00 202 210 206 206 12:00 212 178 195 195 13:00 211 208 210 210 14:00 217 202 210 210 15:00 155 186 171 171 16:00 168 181 175 175 17:00 215 192 204 204 18:00 231 212 222 222 19:00 186 210 198 198 20:00 156 137 147 147 21:00 121 129 125 125 22:00 73 69 71 71 23:00 45 60 53 53 24:00 19 32 26 26______________________________________________________ Totals 2974 2950 2962 2962 % Avg Wkday 100.4 99.6 % Avg Day 100.4 99.6 10:00 10:00 AM Count 222 229 18:00 18:00 PM Count 231 212 AM Peak Hour PM Peak Hour July 13, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Carlsbad Village Drive: Victoria Ave to Pontiac Dr. Location Code • • • • • • • • • • • • • • • • • •25 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/15/08 00:00 Recording Start • • • • • • • • • • • • • • •7/16/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/17/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8722 Machine Nuber • • • • • • • • • • • • • • • • • •20322 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 13 14 15 16 17 18 19 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 29 28 29 29 02:00 17 16 17 17 03:00 6 12 9 9 04:00 1 8 5 5 05:00 3 1 2 2 06:00 6 5 6 6 07:00 23 21 22 22 08:00 63 63 63 63 09:00 115 105 110 110 10:00 104 102 103 103 11:00 129 113 121 121 12:00 140 162 151 151 13:00 182 168 175 175 14:00 193 169 181 181 15:00 162 135 149 149 16:00 186 207 197 197 17:00 230 228 229 229 18:00 314 258 286 286 19:00 257 246 252 252 20:00 221 174 198 198 21:00 152 174 163 163 22:00 140 123 132 132 23:00 48 80 64 64 24:00 49 37 43 43______________________________________________________ Totals 2770 2635 2703 2703 % Avg Wkday 102.5 97.5 % Avg Day 102.5 97.5 12:00 12:00 AM Count 140 162 18:00 18:00 PM Count 314 258 AM Peak Hour PM Peak Hour July 13, 2008 Wednesday,16End Time Wed01:00 4302:00 2303:00 1204:00 305:00 1006:00 3607:00 9708:00 25709:00 32310:00 32611:00 33112:00 35213:00 39314:00 41015:00 31716:00 35417:00 44518:00 54519:00 44320:00 37721:00 27322:00 21323:00 9324:00 68Total 5744* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad Village DriveBetween Victoria Avenue and Pontiac DriveJuly 16, 2008Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive43231231036972573233263313523934103173544455454433772732139368025050075001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Thursday,17End Time Thur01:00 4802:00 1903:00 1804:00 1005:00 606:00 2807:00 8908:00 23109:00 32510:00 33111:00 32312:00 34013:00 37614:00 37115:00 32116:00 38817:00 42018:00 47019:00 45620:00 31121:00 30322:00 19223:00 14024:00 69Total 5585* - Volumes represent combined totals of both directions.24-Hour Volume PlotCarlsbad Village DriveBetween Victoria Avenue and Pontiac DriveJuly 17, 2008Carlsbad Village Drive Between Victoria Avenue and Pontiac Drive481918106288923132533132334037637132138842047045631130319214069025050075001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK LINK COUNT SUMMARY Number: 26 Location: Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Poinsettia Lane: Paseo Del Norte to Batiquitos Dr. Location Code • • • • • • • • • • • •26 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20323 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 48 18 10 9 46 192 492 806 825 813 720 727 764 710 689 744 826 994 834 591 337 380 186 93 11854 206307348515820526117218519519517619617820924217895744525 961383512919820419217118419719517516622127421713986816629 84231146124232201179195178184153162185215269193134811333516 11 2 4 3 20 77 154 218 215 181 182 180 188 167 176 197 212 242 182 140 75 92 40 23 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:15 to 09:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 40 25 11 7 48 173 472 799 858 789 691 685 741 722 715 750 785 1088 915 575 362 326 173 106 11856 15 7 1 0 10 28 81 166 230 209 185 151 205 192 181 207 176 277 266 176 85 77 52 32 10 10 2 1 12 40 124 199 196 176 177 193 193 171 181 178 214 261 251 140 71 119 40 38 9654846110224205197149170156184162169178283211159116704826 6232185915721022720718017118717519119621726718710090603310 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:15 to 08:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/09/08 881 1027 8723 07/08/08 96.1% 863 1088 84.4% 93.7% 93.8% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Poinsettia Lane: Paseo Del Norte to Batiquitos Dr. Location Code • • • • • • • • • • • •26 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20323 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 78 33 16 19 28 93 234 618 988 804 656 639 761 742 749 721 942 1208 1108 719 604 482 324 197 12763 23 12 8 3 5 15 51 90 281 262 154 161 164 190 181 186 223 278 330 196 154 136 100 82 28944612491202612001731571911721961542242802642121531338246 11523929581712331601681792171901791792343332841601511097341 16729837762372131821611421891901932022613172301511461046928 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 83 47 19 10 29 105 231 594 998 833 650 628 683 794 781 794 894 1124 1056 874 615 503 304 178 12827 23941520471092712402011671382042072052202512802081581699155 26 16 6 3 6 14 50 99 261 216 163 146 185 187 189 177 201 287 258 265 164 126 91 43 17 12 6 4 6 33 62 157 245 201 144 161 193 192 207 199 217 302 267 206 141 110 61 47 17 10 3 2 12 38 72 229 221 176 142 154 167 211 178 213 256 284 251 195 152 98 61 33 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 92.8% 1153 95.4% 1012 90.0% 1260 94.6% 8723 07/08/08 07/09/08 1006 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Poinsettia Lane: Paseo Del Norte to Batiquitos Dr. Location Code • • • • • • • • • • • • • • • • • •26 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8723 Machine Nuber • • • • • • • • • • • • • • • • • •20323 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 48 40 44 44 02:00 18 25 22 22 03:00 10 11 11 11 04:00 9 7 8 8 05:00 46 48 47 47 06:00 192 173 183 183 07:00 492 472 482 482 08:00 806 799 803 803 09:00 825 858 842 842 10:00 813 789 801 801 11:00 720 691 706 706 12:00 727 685 706 706 13:00 764 741 753 753 14:00 710 722 716 716 15:00 689 715 702 702 16:00 744 750 747 747 17:00 826 785 806 806 18:00 994 1088 1041 1041 19:00 834 915 875 875 20:00 591 575 583 583 21:00 337 362 350 350 22:00 380 326 353 353 23:00 186 173 180 180 24:00 93 106 100 100______________________________________________________ Totals 11854 11856 11855 11855 % Avg Wkday 100.0 100.0 % Avg Day 100.0 100.0 09:00 09:00 AM Count 825 858 18:00 18:00 PM Count 994 1088 AM Peak Hour PM Peak Hour July 6, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Poinsettia Lane: Paseo Del Norte to Batiquitos Dr. Location Code • • • • • • • • • • • • • • • • • •26 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8723 Machine Nuber • • • • • • • • • • • • • • • • • •20323 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 78 83 81 81 02:00 33 47 40 40 03:00 16 19 18 18 04:00 19 10 15 15 05:00 28 29 29 29 06:00 93 105 99 99 07:00 234 231 233 233 08:00 618 594 606 606 09:00 988 998 993 993 10:00 804 833 819 819 11:00 656 650 653 653 12:00 639 628 634 634 13:00 761 683 722 722 14:00 742 794 768 768 15:00 749 781 765 765 16:00 721 794 758 758 17:00 942 894 918 918 18:00 1208 1124 1166 1166 19:00 1108 1056 1082 1082 20:00 719 874 797 797 21:00 604 615 610 610 22:00 482 503 493 493 23:00 324 304 314 314 24:00 197 178 188 188______________________________________________________ Totals 12763 12827 12795 12795 % Avg Wkday 99.7 100.3 % Avg Day 99.7 100.3 09:00 09:00 AM Count 988 998 18:00 18:00 PM Count 1208 1124 AM Peak Hour PM Peak Hour July 6, 2008 Tuesday,08End Time Tue01:00 12602:00 5103:00 2604:00 2805:00 7406:00 28507:00 72608:00 142409:00 181310:00 161711:00 137612:00 136613:00 152514:00 145215:00 143816:00 146517:00 176818:00 220219:00 194220:00 131021:00 94122:00 86223:00 51024:00 290Total 24617* - Volumes represent combined totals of both directions.24-Hour Volume PlotPoinsettia LaneBetween Paseo Del Norte and Batiquitos DriveJuly 8, 2008Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive1265126287428572614241813161713761366152514521438146517682202194213109418625102900250500750100012501500175020002250250001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,09End Time Wed01:00 12302:00 7203:00 3004:00 1705:00 7706:00 27807:00 70308:00 139309:00 185610:00 162211:00 134112:00 131313:00 142414:00 151615:00 149616:00 154417:00 167918:00 221219:00 197120:00 144921:00 97722:00 82923:00 47724:00 284Total 24683* - Volumes represent combined totals of both directions.24-Hour Volume PlotPoinsettia LaneBetween Paseo Del Norte and Batiquitos DriveJuly 9, 2008Poinsettia Lane Between Paseo Del Norte and Batiquitos Drive1237230177727870313931856162213411313142415161496154416792212197114499778294772840250500750100012501500175020002250250001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 27 Location: Tamarack Avenue Between El Camino Real and La Portalada Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Tamarack Ave.: El Camino Real to La Portalada Dr. Location Code • • • • • • • • • • • •27 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • •8/14/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20324 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday 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 17 6 5 2 18 76 177 312 415 292 212 234 207 229 182 183 234 235 226 204 134 91 43 34 3768 5230311287613492476244704936425267614132912 6120022396093715563484834396265556334221812 520261750761035756505056554158635846282237 1100926601008572545965554467725546343115133 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday 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 12 9 10 16 70 161 341 377 300 228 233 246 249 203 221 218 255 256 178 110 94 58 41 3901 6522292278116100646458706155517359312922147 123211430688262605862675455456283623129219 4023620477810069576450584954616876452417137 45237276211779694747765439576152384026261018 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:45 to 13:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 08/14/08 430 252 8724 08/13/08 89.1% 415 271 80.2% 87.5% 88.7% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Tamarack Ave.: El Camino Real to La Portalada Dr. Location Code • • • • • • • • • • • •27 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • •8/14/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20324 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Wednesday Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 34 20 19 7 8 9 33 138 191 212 182 272 288 276 253 325 396 482 503 382 261 169 121 69 4650 11592221174848496776797080999814712141462910 1363104103947514253786354729511814211783364118 33333212355658436273536879951351197278532223 76413110474055489061816194107131957259342918 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:30 to 18:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Thursday 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 43 20 7 12 8 6 43 93 171 199 227 236 285 250 227 326 453 505 425 344 265 167 142 82 4536 157212261841464359615048771031091269567513022 12623206253454536782636482901251269872445219 124322417185548685677636673144137918469333417 43062014324151635465744994116134826757392624 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •10:30 to 11:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:30 to 18:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 94.5% 523 95.4% 306 85.0% 555 94.4% 8724 08/13/08 08/14/08 257 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Tamarack Ave.: El Camino Real to La Portalada Dr. Location Code • • • • • • • • • • • • • • • • • •27 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/14/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8724 Machine Nuber • • • • • • • • • • • • • • • • • •20324 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 17 15 16 16 02:00 6 12 9 9 03:00 5 9 7 7 04:00 2 10 6 6 05:00 18 16 17 17 06:00 76 70 73 73 07:00 177 161 169 169 08:00 312 341 327 327 09:00 415 377 396 396 10:00 292 300 296 296 11:00 212 228 220 220 12:00 234 233 234 234 13:00 207 246 227 227 14:00 229 249 239 239 15:00 182 203 193 193 16:00 183 221 202 202 17:00 234 218 226 226 18:00 235 255 245 245 19:00 226 256 241 241 20:00 204 178 191 191 21:00 134 110 122 122 22:00 91 94 93 93 23:00 43 58 51 51 24:00 34 41 38 38______________________________________________________ Totals 3768 3901 3835 3835 % Avg Wkday 98.3 101.7 % Avg Day 98.3 101.7 09:00 09:00 AM Count 415 377 18:00 19:00 PM Count 235 256 AM Peak Hour PM Peak Hour August 10, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Tamarack Ave.: El Camino Real to La Portalada Dr. Location Code • • • • • • • • • • • • • • • • • •27 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •8/12/08 00:00 Recording Start • • • • • • • • • • • • • • •8/13/08 00:00 Recording End • • • • • • • • • • • • • • • • • •8/14/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8724 Machine Nuber • • • • • • • • • • • • • • • • • •20324 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 10 11 12 13 14 15 16 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 34 43 39 39 02:00 20 20 20 20 03:00 19 7 13 13 04:00 7 12 10 10 05:00 8 8 8 8 06:00 9 6 8 8 07:00 33 43 38 38 08:00 138 93 116 116 09:00 191 171 181 181 10:00 212 199 206 206 11:00 182 227 205 205 12:00 272 236 254 254 13:00 288 285 287 287 14:00 276 250 263 263 15:00 253 227 240 240 16:00 325 326 326 326 17:00 396 453 425 425 18:00 482 505 494 494 19:00 503 425 464 464 20:00 382 344 363 363 21:00 261 265 263 263 22:00 169 167 168 168 23:00 121 142 132 132 24:00 69 82 76 76______________________________________________________ Totals 4650 4536 4593 4593 % Avg Wkday 101.2 98.8 % Avg Day 101.2 98.8 12:00 12:00 AM Count 272 236 19:00 18:00 PM Count 503 505 AM Peak Hour PM Peak Hour August 10, 2008 Wednesday,13End Time Wed01:00 5102:00 2603:00 2404:00 905:00 2606:00 8507:00 21008:00 45009:00 60610:00 50411:00 39412:00 50613:00 49514:00 50515:00 43516:00 50817:00 63018:00 71719:00 72920:00 58621:00 39522:00 26023:00 16424:00 103Total 8418* - Volumes represent combined totals of both directions.24-Hour Volume PlotTamarack AvenueBetween El Camino Real and La Portalada DriveAugust 13, 2008Tamarack Avenue Between El Camino Real and La Portalada Drive512624926852104506065043945064955054355086307177295863952601641030250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Thursday,14End Time Thur01:00 5802:00 3203:00 1604:00 2205:00 2406:00 7607:00 20408:00 43409:00 54810:00 49911:00 45512:00 46913:00 53114:00 49915:00 43016:00 54717:00 67118:00 76019:00 68120:00 52221:00 37522:00 26123:00 20024:00 123Total 8437* - Volumes represent combined totals of both directions.24-Hour Volume PlotTamarack AvenueBetween El Camino Real and La Portalada DriveAugust 14, 2008Tamarack Avenue Between El Camino Real and La Portalada Drive5832162224762044345484994554695314994305476717606815223752612001230250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 28 Location: Paseo Del Norte Between Camino Del Parque (north) and Palomar Airport Road Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Paseo Del Norte: Camino Del Parque (North) to P.A.R. Location Code • • • • • • • • • • • •28 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20325 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 16 6 8 4 14 39 126 237 325 278 280 316 351 252 289 226 294 321 259 185 100 63 49 30 4068 61023821567881637079598566797570513215139 222047354789656578846575457783685027182010 423141135727162858591645855648064362312126 41313133562877067839764716074835748181845 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:00 to 13:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 122616471152413232872812973193062822622733032901841115038274063 501119174478847577788476755776825430101510 4230192850817468847179596678816847251878 101011128698573746587788359777079503413104 2010318427879566471836564626176613322965 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:15 to 09:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:30 to 13:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/09/08 331 351 8725 07/08/08 95.7% 329 333 97.4% 90.5% 96.8% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Paseo Del Norte: Camino Del Parque (North) to P.A.R. Location Code • • • • • • • • • • • •28 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20325 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 25 12 8 3 2 10 37 81 168 209 221 232 291 286 309 312 413 467 363 252 224 114 106 38 4183 53311132434615663678083838610593805431259 960012713365248617055687310313888595838349 72410215164849655265867977103128965766252610 4111051228504752568965797912196865646202110 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 7 10 5 3 16 30 89 175 176 208 209 319 284 333 271 306 388 342 268 208 144 78 48 3935 41410232034374450719093766998915351391716 9212151022415253527868736664103877441392315 121114418454847609862776685106826363312210 42411513295539644772649063888182785335167 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 82.1% 395 93.2% 245 87.5% 492 89.1% 8725 07/08/08 07/09/08 256 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Paseo Del Norte: Camino Del Parque (North) to P.A.R. Location Code • • • • • • • • • • • • • • • • • •28 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8725 Machine Nuber • • • • • • • • • • • • • • • • • •20325 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 16 12 14 14 02:00 6 2 4 4 03:00 8 6 7 7 04:00 4 1 3 3 05:00 14 6 10 10 06:00 39 47 43 43 07:00 126 115 121 121 08:00 237 241 239 239 09:00 325 323 324 324 10:00 278 287 283 283 11:00 280 281 281 281 12:00 316 297 307 307 13:00 351 319 335 335 14:00 252 306 279 279 15:00 289 282 286 286 16:00 226 262 244 244 17:00 294 273 284 284 18:00 321 303 312 312 19:00 259 290 275 275 20:00 185 184 185 185 21:00 100 111 106 106 22:00 63 50 57 57 23:00 49 38 44 44 24:00 30 27 29 29______________________________________________________ Totals 4068 4063 4066 4066 % Avg Wkday 100.1 99.9 % Avg Day 100.1 99.9 09:00 09:00 AM Count 325 323 13:00 13:00 PM Count 351 319 AM Peak Hour PM Peak Hour July 6, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Paseo Del Norte: Camino Del Parque (North) to P.A.R. Location Code • • • • • • • • • • • • • • • • • •28 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8725 Machine Nuber • • • • • • • • • • • • • • • • • •20325 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 25 18 22 22 02:00 12 7 10 10 03:00 8 10 9 9 04:00 3 5 4 4 05:00 2 3 3 3 06:00 10 16 13 13 07:00 37 30 34 34 08:00 81 89 85 85 09:00 168 175 172 172 10:00 209 176 193 193 11:00 221 208 215 215 12:00 232 209 221 221 13:00 291 319 305 305 14:00 286 284 285 285 15:00 309 333 321 321 16:00 312 271 292 292 17:00 413 306 360 360 18:00 467 388 428 428 19:00 363 342 353 353 20:00 252 268 260 260 21:00 224 208 216 216 22:00 114 144 129 129 23:00 106 78 92 92 24:00 38 48 43 43______________________________________________________ Totals 4183 3935 4059 4059 % Avg Wkday 103.1 96.9 % Avg Day 103.1 96.9 12:00 12:00 AM Count 232 209 18:00 18:00 PM Count 467 388 AM Peak Hour PM Peak Hour July 6, 2008 Tuesday,08End Time Tue01:00 4102:00 1803:00 1604:00 705:00 1606:00 4907:00 16308:00 31809:00 49310:00 48711:00 50112:00 54813:00 64214:00 53815:00 59816:00 53817:00 70718:00 78819:00 62220:00 43721:00 32422:00 17723:00 15524:00 68Total 8251* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Camino Del Parque (North) and Palomar Airport RoadJuly 8, 2008Paseo Del Norte Between Camino Del Parque (North)and Palomar Airport Road41181671649163318493487501548642538598538707788622437324177155680250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,09End Time Wed01:00 3002:00 903:00 1604:00 605:00 906:00 6307:00 14508:00 33009:00 49810:00 46311:00 48912:00 50613:00 63814:00 59015:00 61516:00 53317:00 57918:00 69119:00 63220:00 45221:00 31922:00 19423:00 11624:00 75Total 7998* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Camino Del Parque (North) and Palomar Airport RoadJuly 9, 2008Paseo Del Norte Between Camino Del Parque (North)and Palomar Airport Road309166963145330498463489506638590615533579691632452319194116750250500750100001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 29 Location: Paseo del Norte Between Palomar Airport Road and Car Country Drive Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Paseo Del Norte: P.A.R. to Car Country Dr. Location Code • • • • • • • • • • • •29 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 6947696321529126629532743047242135536137029521015111959314772 40124444075656476115121113791028966683527219 212210184984677383881181191089079945238372010 04121416586765837611712596777110682423928112 0401012568656975921101089391989653483927710 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:45 to 13:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 118917106218326430930130938251239438441833034819519012072254844 7020531238737984701031401251011118597573943256 22301111297277637784128888712084105416040218 1040131156606671799012784791027668464518187 1601032860598783831051179711785857851461984 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •13:00 to 14:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/09/08 371 474 8726 07/08/08 91.4% 349 512 80.7% 94.8% 84.7% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Paseo Del Norte: P.A.R. to Car Country Dr. Location Code • • • • • • • • • • • •29 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • •7/09/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 20 4 10 11 10 20 38 117 228 256 313 377 433 379 386 347 402 437 333 203 187 100 29 24 4664 6220359154954819310885999499140916057271011 101361182754698783106909990861098554433166 20333673760567095116988680891017938422794 212238143865777510610310610283128877851451543 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 9 12 3 8 21 35 121 207 263 335 340 431 376 357 342 406 429 316 257 186 125 41 30 4666 4260257225454857811596899411591996547431010 8120431027597484871001008275103115103724737178 320219631547089761048986891011136563462594 1441141241406577991129110084871104957462058 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 84.8% 437 95.0% 415 96.1% 478 85.4% 8726 07/08/08 07/09/08 390 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Paseo Del Norte: P.A.R. to Car Country Dr. Location Code • • • • • • • • • • • • • • • • • •29 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8726 Machine Nuber • • • • • • • • • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 6 11 9 9 02:00 9 8 9 9 03:00 4 9 7 7 04:00 7 1 4 4 05:00 6 7 7 7 06:00 9 10 10 10 07:00 63 62 63 63 08:00 215 183 199 199 09:00 291 264 278 278 10:00 266 309 288 288 11:00 295 301 298 298 12:00 327 309 318 318 13:00 430 382 406 406 14:00 472 512 492 492 15:00 421 394 408 408 16:00 355 384 370 370 17:00 361 418 390 390 18:00 370 330 350 350 19:00 295 348 322 322 20:00 210 195 203 203 21:00 151 190 171 171 22:00 119 120 120 120 23:00 59 72 66 66 24:00 31 25 28 28______________________________________________________ Totals 4772 4844 4808 4808 % Avg Wkday 99.3 100.7 % Avg Day 99.3 100.7 12:00 12:00 AM Count 327 309 14:00 14:00 PM Count 472 512 AM Peak Hour PM Peak Hour July 6, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Paseo Del Norte: P.A.R. to Car Country Dr. Location Code • • • • • • • • • • • • • • • • • •29 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/07/08 00:00 Recording Start • • • • • • • • • • • • • • •7/08/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/09/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8726 Machine Nuber • • • • • • • • • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 06 07 08 09 10 11 12 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 20 16 18 18 02:00 4 9 7 7 03:00 10 12 11 11 04:00 11 3 7 7 05:00 10 8 9 9 06:00 20 21 21 21 07:00 38 35 37 37 08:00 117 121 119 119 09:00 228 207 218 218 10:00 256 263 260 260 11:00 313 335 324 324 12:00 377 340 359 359 13:00 433 431 432 432 14:00 379 376 378 378 15:00 386 357 372 372 16:00 347 342 345 345 17:00 402 406 404 404 18:00 437 429 433 433 19:00 333 316 325 325 20:00 203 257 230 230 21:00 187 186 187 187 22:00 100 125 113 113 23:00 29 41 35 35 24:00 24 30 27 27______________________________________________________ Totals 4664 4666 4665 4665 % Avg Wkday 100.0 100.0 % Avg Day 100.0 100.0 12:00 12:00 AM Count 377 340 18:00 13:00 PM Count 437 431 AM Peak Hour PM Peak Hour July 6, 2008 Tuesday,08End Time Tue01:00 2602:00 1303:00 1404:00 1805:00 1606:00 2907:00 10108:00 33209:00 51910:00 52211:00 60812:00 70413:00 86314:00 85115:00 80716:00 70217:00 76318:00 80719:00 62820:00 41321:00 33822:00 21923:00 8824:00 55Total 9436* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Palomar Airport Road and Car Country DriveJuly 8, 2008Paseo Del Norte Between Palomar Airport Road and Car Country Drive261314181629101332519522608704863851807702763807628413338219885501002003004005006007008009001000110001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,09End Time Wed01:00 2702:00 1703:00 2104:00 405:00 1506:00 3107:00 9708:00 30409:00 47110:00 57211:00 63612:00 64913:00 81314:00 88815:00 75116:00 72617:00 82418:00 75919:00 66420:00 45221:00 37622:00 24523:00 11324:00 55Total 9510* - Volumes represent combined totals of both directions.24-Hour Volume PlotPaseo Del NorteBetween Palomar Airport Road and Car Country DriveJuly 9, 2008Paseo Del Norte Between Palomar Airport Road and Car Country Drive27172141531973044715726366498138887517268247596644523762451135501002003004005006007008009001000110001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 30 Location: Cannon Road Between Paseo Del Norte and Car Country Drive Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Cannon Road: Paseo Del Norte to Car Country Drive Location Code • • • • • • • • • • • •30 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 39 19 10 18 42 96 308 498 601 527 483 558 721 618 669 878 1063 1334 970 727 704 306 125 83 11397 12664911561251611521281271701371501802362882802021431103225 8515519751171401231171291981511702062763522312001681024221 7223113182125157126119138174174151223272383255166219622419 12 6 1 6 17 35 95 131 143 126 119 164 179 156 198 269 279 311 204 159 174 32 27 18 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 30 19 18 9 29 111 307 507 583 562 520 611 764 618 705 867 1035 1355 1040 652 672 271 129 86 11500 8843516551141441471261532111521702102473002801851371293833 668272366141153146124138212152172223268395277165167713121 1034062877127133136128140169167182191247364260157196413219 62241144109125153133142180172147181243273296223145172302813 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/30/08 670 1334 8726 07/29/08 85.8% 743 1355 84.6% 87.1% 87.6% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Cannon Road: Paseo Del Norte to Car Country Drive Location Code • • • • • • • • • • • •30 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 45 26 14 22 29 89 321 791 1173 942 1112 823 778 798 625 510 517 472 407 274 252 166 126 106 10418 1367332174205381265310234214231184133981211247080562738 1094331452143316241290210177189163146158113826552414032 10 7 0 9 10 18 71 201 249 200 262 185 173 198 127 132 141 135 100 64 64 39 30 18 12 4 3 7 13 36 124 242 227 236 250 194 214 180 151 99 120 103 101 75 56 30 29 18 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:45 to 13:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 84 33 19 12 27 66 201 516 838 570 880 854 749 819 621 595 593 687 554 393 325 283 225 158 10102 319523222915027911018020419521116916313615217111282676647 2156641735932421422472141832031511441522041449784875140 15822512631061491472442161622221551401351511269578646038 17 11 6 2 15 15 74 167 168 171 209 220 209 183 146 148 170 180 113 89 81 65 48 33 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •10:15 to 11:15 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:45 to 13:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 91.5% 845 95.2% 1188 78.0% 832 90.0% 8726 07/29/08 07/30/08 904 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Cannon Road: Paseo Del Norte to Car Country Drive Location Code • • • • • • • • • • • • • • • • • •30 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8726 Machine Nuber • • • • • • • • • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 39 30 35 35 02:00 19 19 19 19 03:00 10 18 14 14 04:00 18 9 14 14 05:00 42 29 36 36 06:00 96 111 104 104 07:00 308 307 308 308 08:00 498 507 503 503 09:00 601 583 592 592 10:00 527 562 545 545 11:00 483 520 502 502 12:00 558 611 585 585 13:00 721 764 743 743 14:00 618 618 618 618 15:00 669 705 687 687 16:00 878 867 873 873 17:00 1063 1035 1049 1049 18:00 1334 1355 1345 1345 19:00 970 1040 1005 1005 20:00 727 652 690 690 21:00 704 672 688 688 22:00 306 271 289 289 23:00 125 129 127 127 24:00 83 86 85 85______________________________________________________ Totals 11397 11500 11449 11449 % Avg Wkday 99.6 100.4 % Avg Day 99.6 100.4 09:00 12:00 AM Count 601 611 18:00 18:00 PM Count 1334 1355 AM Peak Hour PM Peak Hour July 27, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Cannon Road: Paseo Del Norte to Car Country Drive Location Code • • • • • • • • • • • • • • • • • •30 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8726 Machine Nuber • • • • • • • • • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 45 84 65 65 02:00 26 33 30 30 03:00 14 19 17 17 04:00 22 12 17 17 05:00 29 27 28 28 06:00 89 66 78 78 07:00 321 201 261 261 08:00 791 516 654 654 09:00 1173 838 1006 1006 10:00 942 570 756 756 11:00 1112 880 996 996 12:00 823 854 839 839 13:00 778 749 764 764 14:00 798 819 809 809 15:00 625 621 623 623 16:00 510 595 553 553 17:00 517 593 555 555 18:00 472 687 580 580 19:00 407 554 481 481 20:00 274 393 334 334 21:00 252 325 289 289 22:00 166 283 225 225 23:00 126 225 176 176 24:00 106 158 132 132______________________________________________________ Totals 10418 10102 10260 10260 % Avg Wkday 101.5 98.5 % Avg Day 101.5 98.5 09:00 11:00 AM Count 1173 880 14:00 14:00 PM Count 798 819 AM Peak Hour PM Peak Hour July 27, 2008 Tuesday,29End Time Tue01:00 8402:00 4503:00 2404:00 4005:00 7106:00 18507:00 62908:00 128909:00 177410:00 146911:00 159512:00 138113:00 149914:00 141615:00 129416:00 138817:00 158018:00 180619:00 137720:00 100121:00 95622:00 47223:00 25124:00 189Total 21815* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween Paseo Del Norte and Car Country DriveJuly 29, 2008Cannon Road Between Paseo Del Norte and Car Country Drive844524407118562912891774146915951381149914161294138815801806137710019564722511890250500750100012501500175020002250250001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,30End Time Wed01:00 11402:00 5203:00 3704:00 2105:00 5606:00 17707:00 50808:00 102309:00 142110:00 113211:00 140012:00 146513:00 151314:00 143715:00 132616:00 146217:00 162818:00 204219:00 159420:00 104521:00 99722:00 55423:00 35424:00 244Total 21602* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween Paseo Del Norte and Car Country DriveJuly 30, 2008Cannon Road Between Paseo Del Norte and Car Country Drive1145237215617750810231421113214001465151314371326146216282042159410459975543542440250500750100012501500175020002250250001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 31 Location: Cannon Road Between El Camino Real and College Boulevard Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Cannon Road: El Camino Real to College Blvd. Location Code • • • • • • • • • • • •31 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 42 24 18 17 89 285 703 1044 1003 595 396 372 457 458 456 403 403 387 285 231 161 130 80 69 8108 21 8 6 0 18 98 188 299 296 184 106 95 117 118 125 106 106 96 78 55 50 40 23 25 85511537115199246152968797104102978689806442251821 4534255516324923813910610012711811996106110556225342317 9 6 4 12 31 95 237 297 223 120 88 90 116 118 110 104 105 92 72 50 44 31 16 6 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:30 to 13:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 29 27 15 22 91 280 710 1013 1015 642 456 404 451 489 427 418 390 408 325 230 180 118 113 61 8314 12 8 6 3 16 98 216 295 329 202 139 125 116 134 108 109 106 112 97 77 61 39 37 22 87451140109208263146105938112211411997106715948233017 57272754173256219142107911211211128888104844837312814 453737882122542041521059513311293102998673463425188 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:30 to 13:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • •95.1% 1102 510 91.6% 91.5% 83.7% 07/30/08 1088 465 8726 07/29/08 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Cannon Road: El Camino Real to College Blvd. Location Code • • • • • • • • • • • •31 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • •7/30/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 80 40 21 19 18 31 83 175 273 302 271 354 478 492 569 765 952 1222 782 453 327 301 145 122 8275 18 14 8 6 4 11 10 52 72 93 64 73 108 128 155 195 230 252 249 127 96 83 29 27 1817794119377081727213411412218623430917913074823839 2153333253956617410212011314818125935219510474734935 2343171629477567611071161371442032293091599283632921 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 94 53 26 15 17 40 101 196 273 272 297 354 521 478 597 825 1027 1175 757 480 307 246 193 131 8475 19 16 6 3 4 13 16 62 75 85 61 79 127 125 140 215 238 277 230 134 69 69 37 32 2317664929416669829714310615319424428519914367665945 28 11 10 5 4 5 30 44 62 62 77 79 118 93 148 221 297 350 174 106 83 66 54 36 249415132649705677991331541561952482631549788454318 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 8726 07/29/08 07/30/08 448 78.3% 1175 83.9% 451 84.1% 1222 86.8% Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Cannon Road: El Camino Real to College Blvd. Location Code • • • • • • • • • • • • • • • • • •31 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8726 Machine Nuber • • • • • • • • • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 42 29 36 36 02:00 24 27 26 26 03:00 18 15 17 17 04:00 17 22 20 20 05:00 89 91 90 90 06:00 285 280 283 283 07:00 703 710 707 707 08:00 1044 1013 1029 1029 09:00 1003 1015 1009 1009 10:00 595 642 619 619 11:00 396 456 426 426 12:00 372 404 388 388 13:00 457 451 454 454 14:00 458 489 474 474 15:00 456 427 442 442 16:00 403 418 411 411 17:00 403 390 397 397 18:00 387 408 398 398 19:00 285 325 305 305 20:00 231 230 231 231 21:00 161 180 171 171 22:00 130 118 124 124 23:00 80 113 97 97 24:00 69 61 65 65______________________________________________________ Totals 8108 8314 8211 8211 % Avg Wkday 98.7 101.3 % Avg Day 98.7 101.3 08:00 09:00 AM Count 1044 1015 14:00 14:00 PM Count 458 489 AM Peak Hour PM Peak Hour July 27, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Cannon Road: El Camino Real to College Blvd. Location Code • • • • • • • • • • • • • • • • • •31 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/28/08 00:00 Recording Start • • • • • • • • • • • • • • •7/29/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/30/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8726 Machine Nuber • • • • • • • • • • • • • • • • • •20326 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 27 28 29 30 31 01 02 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 80 94 87 87 02:00 40 53 47 47 03:00 21 26 24 24 04:00 19 15 17 17 05:00 18 17 18 18 06:00 31 40 36 36 07:00 83 101 92 92 08:00 175 196 186 186 09:00 273 273 273 273 10:00 302 272 287 287 11:00 271 297 284 284 12:00 354 354 354 354 13:00 478 521 500 500 14:00 492 478 485 485 15:00 569 597 583 583 16:00 765 825 795 795 17:00 952 1027 990 990 18:00 1222 1175 1199 1199 19:00 782 757 770 770 20:00 453 480 467 467 21:00 327 307 317 317 22:00 301 246 274 274 23:00 145 193 169 169 24:00 122 131 127 127______________________________________________________ Totals 8275 8475 8375 8375 % Avg Wkday 98.8 101.2 % Avg Day 98.8 101.2 12:00 12:00 AM Count 354 354 18:00 18:00 PM Count 1222 1175 AM Peak Hour PM Peak Hour July 27, 2008 Tuesday,29End Time Tue01:00 12202:00 6403:00 3904:00 3605:00 10706:00 31607:00 78608:00 121909:00 127610:00 89711:00 66712:00 72613:00 93514:00 95015:00 102516:00 116817:00 135518:00 160919:00 106720:00 68421:00 48822:00 43123:00 22524:00 191Total 16383* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween El Camino Real and College BoulevardJuly 29, 2008Cannon Road Between El Camino Real and College Boulevard1226439361073167861219127689766772693595010251168135516091067684488431225191025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,30End Time Wed01:00 12302:00 8003:00 4104:00 3705:00 10806:00 32007:00 81108:00 120909:00 128810:00 91411:00 75312:00 75813:00 97214:00 96715:00 102416:00 124317:00 141718:00 158319:00 108220:00 71021:00 48722:00 36423:00 30624:00 192Total 16789* - Volumes represent combined totals of both directions.24-Hour Volume PlotCannon RoadBetween El Camino Real and College BoulevardJuly 30, 2008Cannon Road Between El Camino Real and College Boulevard1238041371083208111209128891475375897296710241243141715831082710487364306192025050075010001250150017502000225001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 32 Location: College Boulevard Between Tamarack Avenue (N) and N. City Limits Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code • • • • • • • • • • • •32 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/14/08 00:00 Recording Start • • • • • • • • •7/15/08 00:00 Recording End • • • • • • • • • • • •7/16/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20320 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 91 33 31 11 29 100 250 479 727 594 543 567 689 682 754 984 1188 1349 1088 569 450 367 232 122 11929 18 8 9 5 10 15 52 100 221 178 177 137 187 159 205 250 287 365 373 154 130 87 70 44 2648181745108163134123143168158174229263306258165107977638 29 12 7 2 4 26 66 122 166 135 133 135 193 174 182 243 324 299 259 135 108 108 53 22 1897374287149177147110152141191193262314379198115105753318 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 101 56 26 14 37 95 235 513 652 613 572 560 675 694 742 922 1161 1340 994 645 462 367 239 148 11863 19 13 8 7 7 20 46 91 193 187 162 131 170 171 196 249 291 325 298 165 109 107 61 44 24 11 7 1 8 17 54 102 165 143 136 149 174 163 159 219 234 321 225 161 113 91 74 36 31 15 7 4 13 22 56 154 156 141 135 155 175 159 169 219 325 391 255 164 122 82 64 37 27 17 4 2 9 36 79 166 138 142 139 125 156 201 218 235 311 303 216 155 118 87 40 31 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •16:45 to 17:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/16/08 727 1357 8720 07/15/08 86.2% 680 1348 82.2% 89.5% 88.1% Volume Count Report Location • • • • • • • • • • • • • • • • • • •College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code • • • • • • • • • • • •32 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/14/08 00:00 Recording Start • • • • • • • • •7/15/08 00:00 Recording End • • • • • • • • • • • •7/16/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20320 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 75 38 23 30 108 299 688 1019 925 669 550 583 687 723 656 676 737 762 738 564 511 388 226 113 11788 22 15 10 4 14 89 170 247 273 194 146 159 165 210 167 162 208 166 193 177 129 118 57 34 20 9 5 7 15 45 125 201 236 170 142 150 158 181 141 181 145 216 177 121 147 100 72 34 16 6 5 5 33 43 161 269 220 151 132 144 195 174 170 175 200 170 203 132 122 93 53 26 17 8 3 14 46 122 232 302 196 154 130 130 169 158 178 158 184 210 165 134 113 77 44 19 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 43 36 37 104 293 686 1002 897 690 583 597 735 701 661 648 678 823 694 584 532 396 255 151 11899 24 16 15 10 20 87 177 250 259 213 153 149 164 195 170 151 171 224 192 172 134 109 80 43 11 11 6 5 19 44 125 212 239 166 164 134 189 158 144 158 162 177 164 141 144 107 58 56 23 9 9 8 28 46 169 243 205 142 137 148 188 184 178 193 179 211 180 133 138 89 60 30 15 7 6 14 37 116 215 297 194 169 129 166 194 164 169 146 166 211 158 138 116 91 57 22 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:30 to 08:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 87.4% 823 91.9% 1080 89.4% 789 91.3% 8720 07/15/08 07/16/08 1038 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code • • • • • • • • • • • • • • • • • •32 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/14/08 00:00 Recording Start • • • • • • • • • • • • • • •7/15/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/16/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8720 Machine Nuber • • • • • • • • • • • • • • • • • •20320 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 13 14 15 16 17 18 19 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 91 101 96 96 02:00 33 56 45 45 03:00 31 26 29 29 04:00 11 14 13 13 05:00 29 37 33 33 06:00 100 95 98 98 07:00 250 235 243 243 08:00 479 513 496 496 09:00 727 652 690 690 10:00 594 613 604 604 11:00 543 572 558 558 12:00 567 560 564 564 13:00 689 675 682 682 14:00 682 694 688 688 15:00 754 742 748 748 16:00 984 922 953 953 17:00 1188 1161 1175 1175 18:00 1349 1340 1345 1345 19:00 1088 994 1041 1041 20:00 569 645 607 607 21:00 450 462 456 456 22:00 367 367 367 367 23:00 232 239 236 236 24:00 122 148 135 135______________________________________________________ Totals 11929 11863 11896 11896 % Avg Wkday 100.3 99.7 % Avg Day 100.3 99.7 09:00 09:00 AM Count 727 652 18:00 18:00 PM Count 1349 1340 AM Peak Hour PM Peak Hour July 13, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •College Boulevard: Tamarack Avenue (N) to N. City Limits Location Code • • • • • • • • • • • • • • • • • •32 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/14/08 00:00 Recording Start • • • • • • • • • • • • • • •7/15/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/16/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8720 Machine Nuber • • • • • • • • • • • • • • • • • •20320 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 13 14 15 16 17 18 19 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 75 73 74 74 02:00 38 43 41 41 03:00 23 36 30 30 04:00 30 37 34 34 05:00 108 104 106 106 06:00 299 293 296 296 07:00 688 686 687 687 08:00 1019 1002 1011 1011 09:00 925 897 911 911 10:00 669 690 680 680 11:00 550 583 567 567 12:00 583 597 590 590 13:00 687 735 711 711 14:00 723 701 712 712 15:00 656 661 659 659 16:00 676 648 662 662 17:00 737 678 708 708 18:00 762 823 793 793 19:00 738 694 716 716 20:00 564 584 574 574 21:00 511 532 522 522 22:00 388 396 392 392 23:00 226 255 241 241 24:00 113 151 132 132______________________________________________________ Totals 11788 11899 11844 11844 % Avg Wkday 99.5 100.5 % Avg Day 99.5 100.5 08:00 08:00 AM Count 1019 1002 18:00 18:00 PM Count 762 823 AM Peak Hour PM Peak Hour July 13, 2008 Tuesday,15End Time Tue01:00 16602:00 7103:00 5404:00 4105:00 13706:00 39907:00 93808:00 149809:00 165210:00 126311:00 109312:00 115013:00 137614:00 140515:00 141016:00 166017:00 192518:00 211119:00 182620:00 113321:00 96122:00 75523:00 45824:00 235Total 23717* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Tamarack Avenue (North) and North City LimitsJuly 15, 2008College Boulevard Between Tamarack Avenue (North) andNorth City Limits1667154411373999381498165212631093115013761405141016601925211118261133961755458235025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,16End Time Wed01:00 17402:00 9903:00 6204:00 5105:00 14106:00 38807:00 92108:00 151509:00 154910:00 130311:00 115512:00 115713:00 141014:00 139515:00 140316:00 157017:00 183918:00 216319:00 168820:00 122921:00 99422:00 76323:00 49424:00 299Total 23762* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Tamarack Avenue (North) and North City LimitsJuly 16, 2008College Boulevard Between Tamarack Avenue (North) andNorth City Limits1749962511413889211515154913031155115714101395140315701839216316881229994763494299025050075010001250150017502000225025002750300001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 33 Location: College Boulevard Between Palomar Airport Road and Aston Avenue Page Contents: NB 15 Minute Volume Count Report 1 SB 15 Minute Volume Count Report 2 NB Weekly Summary Report 3 SB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •College Blvd: P.A.R. to Aston Ave Location Code • • • • • • • • • • • •33 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/14/08 00:00 Recording Start • • • • • • • • •7/15/08 00:00 Recording End • • • • • • • • • • • •7/16/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20327 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: N 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 20 10 11 5 25 75 310 636 974 636 363 372 483 631 390 329 343 384 235 137 125 114 61 41 6710 3720515851102681929179115152122948485754440252411 9030413681422852108796111186123827594612529301413 524171583165206116999111714981868810356443432149 312493274219215118861061401446467961024324222798 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •13:00 to 14:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 24 13 6 8 24 72 296 593 886 617 359 345 443 568 370 344 331 350 236 147 124 93 51 37 6337 5510521721032511791019311813511092719868392317169 82203108212925818294841011689492908253314224178 74039167617318613679781091639487891005336352569 423572566188191120859011510272738170624124271211 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •08:00 to 09:00 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •12:45 to 13:45 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/16/08 978 631 8727 07/15/08 86.5% 886 581 85.8% 84.8% 85.9% Volume Count Report Location • • • • • • • • • • • • • • • • • • •College Blvd: P.A.R. to Aston Ave Location Code • • • • • • • • • • • •33 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/14/08 00:00 Recording Start • • • • • • • • •7/15/08 00:00 Recording End • • • • • • • • • • • •7/16/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20327 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 32 20 5 6 22 53 128 260 369 325 328 464 687 524 484 561 676 1078 625 323 174 119 68 39 7370 3710311265393848387203123101118115198186964333229 5712513316591761031121871441161521893041841073833218 133133102760948975123160121127134169316154725428158 11 3 2 1 11 19 44 82 91 76 67 142 137 136 140 157 203 260 101 48 39 25 10 14 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: S 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 39 11 11 9 12 54 160 236 316 346 315 471 721 525 477 613 676 945 603 299 151 102 73 38 7203 434109405582848891187136108129125179188983434206 915311334616782741031981411161871732731719134192313 172144183548799579130198120118131182270132603723169 951171451728885741471381281351661962231125046261410 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 83.6% 954 87.4% 655 80.7% 1078 85.3% 8727 07/15/08 07/16/08 662 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •College Blvd: P.A.R. to Aston Ave Location Code • • • • • • • • • • • • • • • • • •33 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/14/08 00:00 Recording Start • • • • • • • • • • • • • • •7/15/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/16/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8727 Machine Nuber • • • • • • • • • • • • • • • • • •20327 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:N End 13 14 15 16 17 18 19 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 20 24 22 22 02:00 10 13 12 12 03:00 11 6 9 9 04:00 5 8 7 7 05:00 25 24 25 25 06:00 75 72 74 74 07:00 310 296 303 303 08:00 636 593 615 615 09:00 974 886 930 930 10:00 636 617 627 627 11:00 363 359 361 361 12:00 372 345 359 359 13:00 483 443 463 463 14:00 631 568 600 600 15:00 390 370 380 380 16:00 329 344 337 337 17:00 343 331 337 337 18:00 384 350 367 367 19:00 235 236 236 236 20:00 137 147 142 142 21:00 125 124 125 125 22:00 114 93 104 104 23:00 61 51 56 56 24:00 41 37 39 39______________________________________________________ Totals 6710 6337 6524 6524 % Avg Wkday 102.9 97.1 % Avg Day 102.9 97.1 09:00 09:00 AM Count 974 886 14:00 14:00 PM Count 631 568 AM Peak Hour PM Peak Hour July 13, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •College Blvd: P.A.R. to Aston Ave Location Code • • • • • • • • • • • • • • • • • •33 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/14/08 00:00 Recording Start • • • • • • • • • • • • • • •7/15/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/16/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8727 Machine Nuber • • • • • • • • • • • • • • • • • •20327 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: S End 13 14 15 16 17 18 19 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 32 39 36 36 02:00 20 11 16 16 03:00 5 11 8 8 04:00 6 9 8 8 05:00 22 12 17 17 06:00 53 54 54 54 07:00 128 160 144 144 08:00 260 236 248 248 09:00 369 316 343 343 10:00 325 346 336 336 11:00 328 315 322 322 12:00 464 471 468 468 13:00 687 721 704 704 14:00 524 525 525 525 15:00 484 477 481 481 16:00 561 613 587 587 17:00 676 676 676 676 18:00 1078 945 1012 1012 19:00 625 603 614 614 20:00 323 299 311 311 21:00 174 151 163 163 22:00 119 102 111 111 23:00 68 73 71 71 24:00 39 38 39 39______________________________________________________ Totals 7370 7203 7287 7287 % Avg Wkday 101.1 98.9 % Avg Day 101.1 98.9 12:00 12:00 AM Count 464 471 18:00 18:00 PM Count 1078 945 AM Peak Hour PM Peak Hour July 13, 2008 Tuesday,15End Time Tue01:00 5202:00 3003:00 1604:00 1105:00 4706:00 12807:00 43808:00 89609:00 134310:00 96111:00 69112:00 83613:00 117014:00 115515:00 87416:00 89017:00 101918:00 146219:00 86020:00 46021:00 29922:00 23323:00 12924:00 80Total 14080* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Palomar Airport Road and Aston AvenueJuly 15, 2008College Boulevard Between Palomar Airport Road and Aston Avenue52301611471284388961343961691836117011558748901019146286046029923312980025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,16End Time Wed01:00 6302:00 2403:00 1704:00 1705:00 3606:00 12607:00 45608:00 82909:00 120210:00 96311:00 67412:00 81613:00 116414:00 109315:00 84716:00 95717:00 100718:00 129519:00 83920:00 44621:00 27522:00 19523:00 12424:00 75Total 13540* - Volumes represent combined totals of both directions.24-Hour Volume PlotCollege BoulevardBetween Palomar Airport Road and Aston AvenueJuly 16, 2008College Boulevard Between Palomar Airport Road and Aston Avenue63241717361264568291202963674816116410938479571007129583944627519512475025050075010001250150001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles CITY OF CARLSBAD CITY OF CARLSBAD TRAFFIC MONITORING PROGRAMTRAFFIC MONITORING PROGRAM SUMMER 2008SUMMER 2008 MID-BLOCK COUNT SUMMARY Number: 34 Location: Alga Road Between Corintia Street and El Fuerte Street Page Contents: WB 15 Minute Volume Count Report 1 EB 15 Minute Volume Count Report 2 WB Weekly Summary Report 3 EB Weekly Summary Report 4 24-Hour Volume Plot Day 1 5 24-Hour Volume Plot Day 2 6 Volume Count Report Location • • • • • • • • • • • • • • • • • • •Alga Road: Corintia St. to El Fuerte St. Location Code • • • • • • • • • • • •34 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • •7/23/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 37 25 14 4 6 19 65 175 275 282 251 276 333 307 310 353 496 587 463 361 308 236 166 112 5461 131260131423617060818981768210912911211583724534 1031105164972797359747585861041341378377693935 54511594281785857807576951431671098070515626 962246266161556079907673901401571058378442617 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday 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 44 21 14 6 10 25 63 193 261 265 244 255 341 312 363 390 484 592 544 347 274 236 163 115 5562 1765315113367687164957296941031421617969655032 116012417456165656393968510810712314010272663533 7560310165264655564867579921311781299576554125 9432461963696753646769103961431491147157503725 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •11:30 to 12:30 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:30 to 18:30 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 07/23/08 299 587 8718 07/22/08 88.2% 316 628 84.0% 87.9% 83.2% Volume Count Report Location • • • • • • • • • • • • • • • • • • •Alga Road: Corintia St. to El Fuerte St. Location Code • • • • • • • • • • • •34 County• • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • •7/23/08 00:00 Sample Time• • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • Machine Number • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • •A Divide By• • • • • • • • • • • • • • • • • •2 Summation• • • • • • • • • • • • • • • • • •No Two-Way• • • • • • • • • • • • • • • • • • • • •No Tuesday 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 27 13 8 5 23 83 211 386 449 403 321 278 344 274 259 296 312 392 309 246 163 125 99 36 5062 634241542761181028572887176678184847355253010 12220422399610910970757863658278102905937362812 5513522571031229783699864587576109646236321810 431010247311110095836280766072779771523532234 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:00 to 18:00 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • Wednesday Channel: A Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 30 19 6 7 19 74 193 404 475 432 336 300 328 289 269 282 317 359 316 229 206 141 100 47 5178 10531411339612711392827263717270821025347452817 870331950901391227874778164717590875659322812 563141852105114928572103596560979266665135199 71028265811395105817276866979759561544929259 AM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •07:45 to 08:45 ( vehicles) AM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • PM Peak Hour • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •17:15 to 18:15 ( vehicles) PM Peak Hour Factor • • • • • • • • • • • • • • • • • • • • • 88.7% 379 92.9% 460 94.3% 392 89.9% 8718 07/22/08 07/23/08 493 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Alga Road: Corintia St. to El Fuerte St. Location Code • • • • • • • • • • • • • • • • • •34 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/23/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8718 Machine Nuber • • • • • • • • • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction:W End 20 21 22 23 24 25 26 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 37 44 41 41 02:00 25 21 23 23 03:00 14 14 14 14 04:00 4 6 5 5 05:00 6 10 8 8 06:00 19 25 22 22 07:00 65 63 64 64 08:00 175 193 184 184 09:00 275 261 268 268 10:00 282 265 274 274 11:00 251 244 248 248 12:00 276 255 266 266 13:00 333 341 337 337 14:00 307 312 310 310 15:00 310 363 337 337 16:00 353 390 372 372 17:00 496 484 490 490 18:00 587 592 590 590 19:00 463 544 504 504 20:00 361 347 354 354 21:00 308 274 291 291 22:00 236 236 236 236 23:00 166 163 165 165 24:00 112 115 114 114______________________________________________________ Totals 5461 5562 5512 5512 % Avg Wkday 99.1 100.9 % Avg Day 99.1 100.9 10:00 10:00 AM Count 282 265 18:00 18:00 PM Count 587 592 AM Peak Hour PM Peak Hour July 20, 2008 Weekly Summary Report Location • • • • • • • • • • • • • • • • • • • • • • • • •Alga Road: Corintia St. to El Fuerte St. Location Code • • • • • • • • • • • • • • • • • •34 County • • • • • • • • • • • • • • • • • • • • • • • • • • • •San Diego Recorder Set • • • • • • • • • • • • • • • • • • •7/21/08 00:00 Recording Start • • • • • • • • • • • • • • •7/22/08 00:00 Recording End • • • • • • • • • • • • • • • • • •7/23/08 00:00 Sample Time • • • • • • • • • • • • • • • • • • • • •15 Minutes Operator Number • • • • • • • • • • • • • • •8718 Machine Nuber • • • • • • • • • • • • • • • • • •20318 Channel• • • • • • • • • • • • • • • • • • • • • • • • • • •A Recorder Mode • • • • • • • • • • • • • • • • • •Volume Week of Channel: A Direction: E End 20 21 22 23 24 25 26 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg.______________________________________________________ 01:00 27 30 29 29 02:00 13 19 16 16 03:00 8 6 7 7 04:00 5 7 6 6 05:00 23 19 21 21 06:00 83 74 79 79 07:00 211 193 202 202 08:00 386 404 395 395 09:00 449 475 462 462 10:00 403 432 418 418 11:00 321 336 329 329 12:00 278 300 289 289 13:00 344 328 336 336 14:00 274 289 282 282 15:00 259 269 264 264 16:00 296 282 289 289 17:00 312 317 315 315 18:00 392 359 376 376 19:00 309 316 313 313 20:00 246 229 238 238 21:00 163 206 185 185 22:00 125 141 133 133 23:00 99 100 100 100 24:00 36 47 42 42______________________________________________________ Totals 5062 5178 5120 5120 % Avg Wkday 98.9 101.1 % Avg Day 98.9 101.1 09:00 09:00 AM Count 449 475 18:00 18:00 PM Count 392 359 AM Peak Hour PM Peak Hour July 20, 2008 Tuesday,22End Time Tue01:00 6402:00 3803:00 2204:00 905:00 2906:00 10207:00 27608:00 56109:00 72410:00 68511:00 57212:00 55413:00 67714:00 58115:00 56916:00 64917:00 80818:00 97919:00 77220:00 60721:00 47122:00 36123:00 26524:00 148Total 10523* - Volumes represent combined totals of both directions.24-Hour Volume PlotAlga RoadBetween Corintia Street and El Fuerte StreetJuly 22, 2008Alga Road Between Corintia Street and El Fuerte Street64382292910227656172468557255467758156964980897977260747136126514802505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles Wednesday,23End Time Wed01:00 7402:00 4003:00 2004:00 1305:00 2906:00 9907:00 25608:00 59709:00 73610:00 69711:00 58012:00 55513:00 66914:00 60115:00 63216:00 67217:00 80118:00 95119:00 86020:00 57621:00 48022:00 37723:00 26324:00 162Total 10740* - Volumes represent combined totals of both directions.24-Hour Volume PlotAlga RoadBetween Corintia Street and El Fuerte StreetJuly 23, 2008Alga Road Between Corintia Street and El Fuerte Street 74402013299925659773669758055566960163267280195186057648037726316202505007501000125001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:0024:00Time# of Vehicles