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; 1989 Traffic Monitoring Program Carlsbad Part 2; 1989 Traffic Monitoring Program Carlsbad Part 2; 1989-12-01
ilik & associates A3. LINK VOLUME COUNTS INTRODUCTION This chapter presents the link count information for the sixteen (16) mid- block locations identified in the City of Carlsbad Growth Management Plan Traffic Monitoring Program. Newport Traffic Studies collected this data during February and March of 1989 and detailed summaries are shown on the following pages. Figure A3-1 displays the Average Daily Traffic (ADT) volume levels for the sixteen (16) link count locations. Table A3-1 summarizes the maximum one direction volume during the peak hour, roadway segment volume to capacity ratio, and levels of service for each mid-block link count location. This segment capacity analysis was based on guidelines developed by the City of Carlsbad. Table A3-2 provides a link summary index indicating the cover page number where each ADT field data set is located in the chapter. A3-1 ocEiNSine ,M4S 18,785 QUENA VISTA LAGOON AGUA HEDIONDA LAGOON is.tts PACIFIC OCEAN AVENIDA ENCINAS M»BCO» BATIQUITOS LAGOON 4 N Mid-Block Count Locations •Mid-Block Count Numbers XX.XXX Average Daily Traffic Volumes CTTY OF CARLSBAD GROWTH MANAGEMENT PLAN TRAFFIC MONITORING PROGRAM Figure A3-1 WINTER 1989 SUMMARY ADT MAP ihk A3-2 Table A3-1 CITY OF CARLSBAD WINTER 1989 ROADWAY SEGMENT LEVELS OF SERVICE No. Segment Segment Limits One Direction Link Volume Count Period V/C Ratio LOS* 1 Melrose Ave. 2 El Camino Real 3 El Camino Real 4 El Camino Real 5 El Camino Real 6 Palomar Airport Rd. 7 Palomar Airport Rd. 8 Palomar Airport Rd. 9 Carlsbad Blvd. 10 Carlsbad Blvd. 11 Carlsbad Blvd. 12 Olivenhain Rd. Alga Rd. & Rancho 385 Santa Fe Rd. SR 78 & Plaza Dr. 2,060 Faraday Ave. & 1,220 Palomar Airport Rd. Alga Rd. & 1,313 La Costa Ave. Levante St. & 1,140 Olivenhain Rd. East of 1,685 Melrose Ave. El Fuerte & 1,499 El Camino Real Camino Vida Roble 1,179 & College Blvd. Oceanside City 792 Limit & State St. Tamarack Ave. &: 796 Cannon Rd. Poinsettia Ln. & 545 La Costa Ave.** South of Rancho 592 Santa Fe Rd.** 13 La Costa Ave. 1-5 & Saxony Rd. 1,468 A.M. P.M. P.M. P.M. P.M. A.M. A.M. P.M. P.M. P.M. P.M. P.M. P.M. A A 0.07 0.38 0.34 0.36 A 0.32 A 0.94 E 0.83 D 0.66 B 0.44 A 0.44 A 0.15 A 0.33 0.82 D A3-3 Table A3-1 (Continued) CITY OF CARLSBAD WINTER 1989 ROADWAY SEGMENT LEVELS OF SERVICE No. Segment 14 Elm Ave. 15 Rancho Santa Fe Rd. 16 Jefferson St. Segment Limits Concord St. & Tamarack Ave. Melrose Dr. <5c Questhaven Rd. Marron Rd. & 1-5 One Direction Link Volume 320 1,188 534 Count Period A.M. A.M. P.M. V/C Ratio 0.18 0.66 0.30 LOS=' B A Note: * 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 vehicles per hour at LOS E. ** One twenty-four hour period of the forty-eight period is questionable due to mechanical problems. All calculations were made with the accurate period. A3-4 ihk. & associates Table A3-2 LINK SUMMARY INDEX No. Segment Segment Location Count Dates Cover Page Number 1 Melrose Ave. Alga Rd. & Rancho Santa Fe Rd. 02/28/89 03/01/89 A3-6 2 El Camino Real SR 78 <5c Plaza Dr. 02/28/89 03/01/89 A3-15 3 El Camino Real Faraday Ave. & Palomar Airport Rd. 02/28/89 03/01/89 A3-24 4 El Camino Real Alga Rd. & La Costa Ave. 02/28/89 03/01/89 A3-33 5 El Camino Real Levante St. & Olivenhain Rd. 02/28/89 03/01/89 A3-42 6 Palomar Airport Rd. East of Melrose Ave. 02/28/89 03/01/89 A3-51 7 Palomar Airport Rd. El Fuerte & El Camino Real 02/28/89 03/01/89 A3-60 8 Palomar Airport Rd. Camino Vida Roble & College Blvd. 02/28/89 03/01/89 A3-69 9 Carlsbad Blvd. Oceanside City Limit & State St. 02/28/89 03/01/89 A3-78 10 Carlsbad Blvd. Tamarack Ave. & Cannon Rd. 02/28/89 03/01/89 A3-87 11 Carlsbad Blvd. Poinsettia Ln. &: La Costa Ave, 02/28/89 03/01/89 A3-96 12 Olivenhain Rd. South of Rancho Santa Fe Rd. 02/28/89 03/01/89 A3-105 13 La Costa Ave. 1-5 & Saxony Rd. 02/28/89 03/01/89 A3-114 14 Elm Ave. Concord St. & Tamarack Ave. 02/28/89 03/01/89 A3-123 15 Rancho Santa Fe Rd. Melrose Dr. & Questhaven Rd. 02/28/89 03/01/89 A3-132 16 Jefferson St. Marron Rd. & 1-5 A3-5 02/28/89 03/01/89 A3-141 # -J hk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 1 Link Location: Melrose Ave. between Alga Rd. & Rancho Santa Fe Rd. CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-6 NEi^^PORT TRAFFIC STUDIES 1 of 8 15 MINUTE COUNTS REET :.MEL ROSE L 0 C A T I 0 N ; A L G A / R A N C H 0' S A N i A F E DATE 02-28-89 AM :TH S 0 U T H TOTAL TIME N ORTH SOUT H TOTAL' ND B 0 U f-! D B 0 U N D • BOUND 6 10 12:00 "7 J / 27 64 4 5 44 31 7 5 6 -> / 4 2 36 7 8 -I / ;i 0 :> '•\ 4 4 78 5 0 5 1 ; CO 37 4 2 79 1-2 "t, 3 9 3 3 72- 2 1 3 48 31 79 3 • 2 5 39 33 72 2 • 0 2 2:00 3 7 34 71 2 1 —s J 4 3 48 91 2 0 -1 JL. 39 48 8 7 1 2 -] 2 50 42 92 1 2 0 2 3:00 49 4 2 91 2 1 3 55 64 119 0 1 1 52 5 0 102 0 0 0 6 8 5 4 122 0 0 0 4 : 0 0 53 5 4 1C7 2 1 3 69 5 0 119 1 2 7 4 4 4 3 1 8 1 A. 2 5 5 53 108 2 0 2 5 : 00 64 3 8 102 0 -1 1 69 79 14 8 ") 4 72 6 9 141 b Q 15 79 5 4 -1 3 3 11 13 2 4 6 : 00 57 35 92 q 2 3 32 44 5 2 96 10 2 4 34 43 35 78 2 5 4 0 - 6 5 51 • 3 5 8 6 3 9 53 92 7:00 26 38 •6 4 31 84 115 41 20 61 51 105 156 37 18 5 5 81 94 175 29 22 51 7? 102 179 8 : 00 19 14 ": —> .3 4 0 (5 0 100 28 20 4 8 31 45 61 106 20 • 11 4 8 31 4 8 70 118 31 14 4 5 24 61 85 9 : 00 20 17 ~' "7 .-I / 35 56 91 5 3 23 56 30 6 2 92 26 16 4 2 32 35 67 3 4 14 /!8 38 • 41 79 10:00 23 28 51 32. 34 66 8 4 "i '7' 21 33 54 19 8 ?. 7 32 31 63 11 5 1 5 22 22 44 11:00 12 8 ? 0 29 32 61 " 7 9 - ' 30 33 63 10 7 I • 44 6 6 110 4 7 - 24 HOUR VOLUf-IES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, C A 2 of 8 STREET : LOCATION MELROSE A L. G A /RAN C H 0 iANTA FE DATE A w PM TIME NORTH • BOUND SOUTH B 0 U N D TOTAL 1 2:00 1 J 00 NORTH • BOUND SOUTH B 0 U N D TOTAL 1 2:00 1 J 00 23 10 33 1 2:00 1 J 00 . 11 5 16 2 I 00 . 11 5 16 2 I 00 -1 I 2 9 3 : 00 -1 I 2 9 3 : 00 & 2 6 4:00 & 2 6 4:00 4 . 4 8 5 ; 00 4 . 4 8 5 ; 00 10 12 22 6 : 00 10 12 22 6 : 00 55 100 155 7 : 00 55 100 155 7 : 00 202 336 538 8:00 202 336 538 8:00 210 293 503 9 : 00 210 293 503 9 : 00 121 214 335 10:0 0 121 214 335 10:0 0 123 139 26 2 11:00 123 139 26 2 11:00 125 153 278 12:0 0 125 153 278 12:0 0 157 138 ? Q 5 1 1 00 157 138 ? Q 5 1 1 00 163 139 30 2 2 ; 00 163 139 30 2 2 ; 00 169 172 34 1 3 :; 0 0 169 172 34 1 3 :; 0 0 224 210 4 34 4:00 224 210 4 34 4:00 251 201 452 5 : 00 251 201 452 5 : 00 284 240 524 6 : 00 284 240 524 6 : 00 195 157 352 7 : 00 195 157 352 7 : 00 133 98 231 8 : 00 133 98 231 8 : 00 98 59 157 9 : 00 98 59 157 9 : 00 H3 70 18 3 10:00 H3 70 18 3 10:00 61 45 106 11:00 61 45 106 11:00 33 31 6 4 12 : 00 33 31 6 4 12 : 00 2,776 2,830 5,606 2,776 2,830 5,606 3 of 8 .2:00 1 : 00 2 : 00 3:00 4 : 00 5:00 6:00 7:00 8:00 9 : 00 10 J 0 0 11:00 12:00 1:00 2:00 3:00 4:00 5 : 00 6:00 7 : 00 8:00 9 : 00 10:00 .1 : 00 12:00 TOTAL VOLUiviE PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: MELROSE LOCATION: ALGA/RANCHO SANTA FE 16 9 6 8 22 .1. D D ************************** *j»************************ 538 503 *. A * * A >i: ^ * A A * * .-*. A*AA*AAAA*AA * -JcA-A atftA,* A *A. «*** A A- * A •* A A. A A- A * * 335 2 62 278 2 95 302 341 AAAAAAA A A- * A A A A A A * * A A * A: A: AAAAAAA A. A A* 4 34 4 52 A- AAAAAAAAAAAAAAAAA A A AAAAA A A:AA AAAA AAAAAAA AAAA *.*. 2 31 157 ** 183 106 52 4 * A A A A. * * * A rf: A A A A A A A A * A A A A A A * A A A A * 64 DATE: 02-2 8-89 DIRECTIONAL VOLUME 200 400 600 800 VEHICLES / HOUR 1000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: MELROSE LOCATION: ALGA/RANCHO SANTA FE DATE: 02-28-89 4 of 8 HOUR BEGINNING PEAK HOUR TOTAL PEAK HOUR FACTOR PERCENT OF DIRECTION 8.97 N 0 R T Fi 6 0 U N D 0 7:30AM 51 81 77 4 0 249 0 .77 AH PEAK HOUR ANALYSIS SOUTHBOUND 0 7 : 1 5 A M 84 1 0 5 94 102 PERCENT OF TOTAL 4.44 385 0 . 92 13.60 6.87 NOON PEAK HOUR ANALYSIS HOUR B E G I N N I f-i G NORTHBOUND 11:45AM 44 37 4 4 42 PEAK HOUR TOTAL 167 PEAK H 0 L.I R FACTOR, 0.95 PERCE N T OF DIRECTION 6.02 PERCENT OF TOTAL 2.98 SOUTHBOUND 11 : 4 5AM ( 6 6 L I 31 36 160 0 .61 NORTHBOUND HOUR BEGINNING 05;00PM 64 6 9 72 7Q PEAK HOUR TOTAL 28 4 0.90 PEAK HOUR FACTOR PERCENT OF DIRECTION 10.23 PERCENT OF TOTAL 5.07 5.65 2 .85 PM PEAK HOUR ANALYSIS SOUTHBOUND 0 5:00PM 38 79 69 • 54 - 2 4 0 0.76 ' 8.48 4.28 TOTAL 10:00AM 79 66 5 4 6 3 262 0 .83 4 .67 TOTAL 01:0 0 P M 72 302 0.96 5 .39 TOTAL 0 5:00PM 102 148 141 133 5-2 4 0.8 9 •9.35 DIRECTIONAL SPLIT 4 9.52 5 0.48 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 5 of 8 STREET: MELROSE :ATI0N ; :ALGA/RANCHO SANTA FE DATE 03-01--89 AM PM TH SOUTH TOTAL i ri ME NORTH SOUTH TOTAL N D BOUND B 0 U N D BOUND 5 2 1 12 ; ; 00 3 4 41 4 2 6 34 40 7 4 / 0 7 36 37 73 2 1 3 39 3 6 75 2 0 2 1; : 00 3 4 38 7 2 3 1 4 33 32 6 5 0 1 1 41 43 84 2 2 4 43 48 91 6 • 0 2 ; : 00 56 47 103 2 0 2 42 38 80 1 1 2 59 51 110 1 0 1 5 3 37 90 2 1 3 3 : ; 00 55 40 95 0 1 1 42 62 104 0 1 1 59 48 107 0 2 2 70 5 8 128 1 1 2 4 ; ; 00 85 55 140 0 1 1 6 9 5 0 119 1 3 4 60 51 1.11 2 5 64 87 • .151 2 4 6 5 ; ; 00 62 62 12 4 1 Q 10 94 84 178 5 11 16 74 5 7 131 5 2 0 25 6 9 4 9 118 11 34 45 6 ; ; 00 77 4 3 120 16 6 4 80 46 42 88 31 60 91 • 35 30 6 5 4 6 8 3 129 39 32 71 42 78 120 7 : I 00 49 23 72 5 0 107 157 34 19 5 3 83 102 185 27 12 39 5 9 6 9 128 31 13 44 4 4 70 114 8 ; ; 00 28 17 45 4 2 54 96 20 20 40 40 48 88 28 • 11 3 9 33 38 71 33 15 4 8 20 42 62 9 ; ; 00 36 12 4 8 4 4 5 6 100 20 18 38 35 25 60 24 10 34 38 43 81 -•• 27 12 39 42 33 75 10; ; 00 27 6 33 40 44 84 14 5 19 39 29 6 8 13 6 19 29 31 60 4 3 7 48 • 58 106 11: ; 0.0 10 3. 13 58 38 96 7 4 11 30 30 60 9 4 13 45 41 86 5 2 7 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, C A 6 of 8 STREET: MELROSE LOCATION: ALGA/RANCHO SANTA FE DATE: 03-01-89 f\ rl PM TIME - NORTH B 0 U N D SOUTH BOUND ' TOTAL 1 2:00 - NORTH B 0 U N D SOUTH BOUND ' TOTAL 1 2:00 18 5 23 1:0 0 18 5 23 1:0 0 7 10 4 1 11 11 2 r 00 7 10 4 1 11 11 3 : 0 0 7 10 4 1 11 11 3 : 0 0 2 5 7 4:00 2 5 7 4:00 4 13 10 4 8 44 241 12 5 7 345 5:00 4 13 10 4 8 44 241 12 5 7 345 6:00 7 : 00 4 13 10 4 8 44 241 12 5 7 345 6:00 7 : 00 234 356 59 0 8:00 234 356 59 0 8:00 159 210 36 9 , 9:00 10:00 159 210 36 9 , 9:00 10:00 137 166 3 03 , 9:00 10:00 150 181 137 167 • 28 7 34 8 11 : 0 0 150 181 137 167 • 28 7 34 8 12:00 1 i 0 0 2 ; 00 150 181 137 167 • 28 7 34 8 12:00 1 i 0 0 2 ; 00 14 3 -i IT 1 1. -.1 L. 15 4 1 .C 1 J. u ± 297 312 12:00 1 i 0 0 2 ; 00 210 173 38 3 3 : 0 0 210 173 38 3 3 : 0 0 226 208 4 34 4 : 00 226 208 4 34 4 : 00 278 • 243 521 5 : 00 278 • 243 521 5 : 00 299 252 551 6 : 00 299 252 551 6 : 00 197 147 34 4 7 t 00 197 147 34 4 7 t 00 141 67 208 8 : 00 141 67 208 8 : 00 109 63 172 9 : 00 109 63 172 9 : 00 1:0 7 52 159 10:00 1:0 7 52 159 10:00 58 20 78 • 11 : 0 0 58 20 78 • 11 : 0 0 31 13 44 .12:00 31 13 44 .12:00 2,969 2,897 5,866 2,969 2,897 5,866 7 of 8 12:00 1:00 2 : 00 3 ; 00 4 : 00 5 : 00' 6 : 00 7 : 00 8 : 00 9 : 00 |0 : 00 11:00 12 : C! 0 1 : 00 2:00 3 : 00 4 : 0 0 5 : 00 6:00 7 : 00 8 : 00 9;00 10:00 ;l : 00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: MELROSE LOCATION: ALGA/RANCHO SANTA FE DATE: 03-01-89 DIRECTIONAL VOLUME * * 2 3 * 11 * 11 * 7 12 57 AAAAAAAAAAAAAAAAA * 345 AAAA AAAAAAAAAAAAAAAAAAAAAAAAAA * A: AAAAAAA A AAAAAAAAA 590 369 AAAAAAAA 't^Q'!:^ 287 3 48 ***** 297 31 2 A A A A: A A A A A A. A A A A A A A A. A A A.A AAAAAAA A AAA AAAAA A )>: AAAAAAA A. AAAAAAAAAAAAAAA A A; AAA A. A AAAAAAAAAAAA * * A A A AAAAA AAAAA AAAAAAAAAAA. AAAAAAAAAAAAAAAA AAAAAAAAAA A AAAAAAAAA.A AAAAAAA 521 551 A A; A A A A A: A A rf- AAAAAAA Arf:*AAAAA *** 208 172 159 A A A A 78 44 200 400 600 800 VEHICLES / HOUR 1000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: MELROSE LOCATION: ALGA/RANCHO SANTA FE DATE: 03-01-8' 8 of 8 AM PEAK HOUR ANALYSIS 0 NORTHBOUND S 0 U T H B 0 U N D TOTAL HOUR BEGINNING 0 7:15AM 0 6 : 4 5 A M 10:00AM 50 8 3 75 83 78 8 4 59 10 7 68 4 4 1 0 2 6 0 PEAK HOUR TOTAL 236 370 287 PEAK HOUR FACTOR 0 .71 0.86 0.85 PERCENT OF DIRECTION 7.95 12.77 PERCENT OF TOTAL 4 .02 6.31 4 .89 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 11:00AM 11:00AM 01:00PM 48 58 72 58 38 65 3 0 3 0 84 45 41 91 PEAK HOUR TOTAL 181 167 312 PEAK HOUR FACTOR 0 .78 0 .72 0.86 PERCENT OF DIRECT ION 6 . J. 0 5.76 PERCENT OF TOTAL 3.09 2 .85 5 .32 P M PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTA L'. HOUR BEGINNING 05,: 15PM 0 -^t : 4 5 P M 0 4:45PM 94 87 151 7 4 62 124 69 84 178 77 57 131 PEAK HOUR TOTAL 314 . -290 584 PEAK HOUR FACTOR 0 .84 0 .83 0 .82 PERCENT OF DIRECTION 10.58 10.01 PERCENT OF TOTAL 5.35 4 .94 9 .96 DIRECTIONAL SPLIT 50 .61 49.39 9 -J & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 2 Link Location: EI Camino Real between SR 78 & Plaza Dr. CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-15 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS S T R E E T:E L CAMINO REAL L 0 C A TI 0 N:P L A Z A D R / S R 7 8 1 of 8 DATE 02-2 8-89 AM PM 9 RTH SOUTH TOTA L T IME NORTH SOUTH T 0 T A L U N D BOU N D BOU N D BOU N Q 4 6 36 82 12:00 3 3 9 346 685 3 0 •• 30 6 0 4 0 9 4 04 813 3 6 17 53 320 355 675 3 5 19 5 4 359 351 710 30 12 42 1 : 0 0 367 338 705 3 0 15 4 5 378 3 81 759 28 17 45 356 375 731 39 13 5 2 3 73 34 0 713 18 17 35 2 : 00 34 2 351 693 12 14 26 3 96 361 757 6 10 16 387 368 755 4 8 12 • 412 396 808 2 . '10 12 3:00 409 379 788 14 13 27 4 34 347 781 9 7 16 4 26 35 9 785 15 -> Z'> 18 4 26 3 76 8D2 17 ' 14 31 4 ; 00 4 71 367 S38 12 12 2 4 434 3 56 790 21 11 32 3 9 4 348 742 15 1 2 27 4 23 335 758 3 7 27 6 4 5 r 00 438 316 754 41 3 7 78 4 70 3 52 c: ^1 7 61 . 4 5 106 393 388 781 n •-. 0 .::-74 157 382 373 755 103 114 217 6 • 0 0 355 337 692 128 125 253 377 335 712 190 182 372 330 343 673 182 273 4 5 5 303 308 611 205 275 480 7 : 00 286 308 59 4 2 4 7 324 5 71 271 256 r,7 265 412 677 268 268 536 32 4 -3 88 712 2 3 3 243 476 n Q IL .J J 400 633 8 : 00 217 240 4 57 256 284 54 0 214 220 4 3 4 230 262 492 183 208 391 236 24 7 483 233 183 416 2 33 246 479 9 : oo' 277 169 4 4 6 236 .266 502 207 182 389 205 ' 231 4 36 149 154 • 303 275 252 52 7 120 163 283 270 313 583 10:00 102 123 225 289 317 606 77 92 16 9 304 308 612 75 83 158 316 301 617 70 ' 66 136 308 351 659 11 : 0,0 69 6 6 135 344 327 671 49 58 107 362 335 697 57 4 7 104 34 2 338 680 51 43 9 4 24 HOUR VOLUMES lEWPORT TRAFFIC STUDIES NEWPORT BEACH, C A 2 of 8 STREET : LOCATION : EL CAMINO REAL PLAZA DR / SR 7 8 DATE: 02-28-89 A M PM TIME NORTH B 0 U N D SOUTH 1 BOON D T 0 TA L 12:00 NORTH B 0 U N D SOUTH 1 BOON D T 0 TA L 12:00 147 102 24 9 1:00 147 102 24 9 1:00 12 7 57 184 2 : 00 12 7 57 184 2 : 00 40 49 89 3 : 00 40 49 89 3 : 00 4 0 33 73 4-00 4 0 33 73 4-00 6 5 4 9 114 5 : 00 6 5 4 9 114 5 : 00 222 183 405 6 : 00 222 183 405 6 : 00 603 694 1,297 7 : 00 603 694 1,297 7 : 00 1,041 1,399 2 ,440 8 : 00 1,041 1,399 2 ,440 8 : 00 955 1,193 2,148 9 : 00 955 1,193 2,148 9 : 00 949 995 1,944 10:00 949 995 1,944 10:00 1,17 9 1 ,239 2,418 11:00 12:00 1,17 9 1 ,239 2,418 11:00 12:00 1 o .-' J. , v; 1, 3 51 2,707 11:00 12:00 1.427 1,456 2,883 1 ; 0 0 2 : 00 1.427 1,456 2,883 1 ; 0 0 2 : 00 1,474 1,434 2,908 1 ; 0 0 2 : 00 1,537 1,476 3,013 3 : 00 1,537 1,476 3,013 3 : 00 1 6 9 5 1 , 4 61 3,156 4 : 00 1 6 9 5 1 , 4 61 3,156 4 : 00 1,722 1,406 3 ,128 5 : 00 1,722 1,406 3 ,128 5 : 00 1,683 1.429 3,112 . 6:00 1,683 1.429 3,112 . 6:00 1,365 1,323 2,688 7 : 00 1,365 1,323 2,688 7 : 00 1 ,058 1,075 2,133 8 : 00 1 ,058 1,075 2,133 8 : 00 1 8 4 7 851 1,698 9:00 1 8 4 7 851 1,698 9:00 ! 7-5 3 : 668 1 1,421 10:00 • ! 7-5 3 : 668 1 1,421 10:00 • 324 : 364 : 688 11:00 324 : 364 : 688 11:00 226 : 20,835 214 1 20,50i 1 440 1 41,336 12:00 226 : 20,835 214 1 20,50i 1 440 1 41,336 226 : 20,835 214 1 20,50i 1 440 1 41,336 3 of 8 12:00 1:00 2:00 3 : 00 4:00 5 : 00 6 : 00 7:00 8 : 00 9:00 10:00 .1:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAMINO REAL LOCATION: PLAZA DR / SR 7i 12:00 1 : 00 2:00 3:00 4 : 00 5 : 00 6 : 00 7 : 00 8 : 00 9:00 j.0 : 00 11:00 2 4 9 * ' 18 4 * 89 114 ^; A A A A 405 A .A.AAAAAAA *AAAAAAAAAAAAAAAA*AAAA A AAA AAAAAAAAAAAAAAA A A A A A A 1,297 AAAAAAAA A A; AAAAAAAAAAAAAAA ^ 4 40 2,148 1,944 AAAAAAAAAAAAAAAAA 438 A A AAAAAAAAAAA AAAAAAAAAAAAAAA ^ 70 7 AA. AAA)' A**AAA:AA*. AAAAAJtAAAAAAAA 2 363 A. A A AAAAAAAAAAAAAAAAAA.A ^ Q Q Q *.AA*. AAjrAi-i-A*:A*A. AA*AAA. AAAAAAAAAA •7;;^ 033 *. rf::y. AAAAAA:AAAAAAAAAAAAAAAAAAAAAAA 1S6 A. AAAAAAAAA A AAAAAAAAAAAAAAAAAA. AAA AAAA:AAAAAAAAAAAAAAAAAAAAAAAAAAAA 11'^ AAAAAAAAAAAAAAAAA AAAAAAAAAA p 688 2,133 1 ,698 ******* 1^421 688 440 -A AAAAAAAAAAAAA A: AA AAAAAAAAAAAAA AAAAAAAA A A A A A A A: A A- A A 1000 2000 3000 4000 VEHICLES / HOUR DATE: 02-2 8-89 DIRECTIONAL VOL U M E 5000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: EL CAMINO REAL . L-O C A T I 0 N : PLAZA D R / S R 78 DATE: 02-28-89 4 of 8 AH PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 10 : 00AM 270 2 89 304 316 0 7:15AM 324 4 12 388 4 00 1 0 : 0 0 A M 58 3 606 612 617 PEAK HOUR TOTAL 1,17 9-1.524 2,418 PEAK HOUR FACTOR PERCENT OF DIRECTION PERCENT OF TOTAL 0.93 5 .66 2.85 0 .92 7.43 3.69 0 .98 5 .85 NOON PEAK HOUR ANALYSIS NO RTi-l BOUND S 0 U T hi B 0 U N D TOTA L HOUR BEGINNING 01:00PM 367 378 356 373 12:00PM 346 4 0 4 355 351 01 : 0 0 P M 705 75 9 731 713 PEV'.K HOUR TOTAL 1,474 1.456 2,908 PEAK HOUR FACTOR PERCENT OF DIRECTION PERCENT OF TOTAL 0 .97 7.0 7 3 .57 0 . 90 7 .10 3.52 0 .96 7.04 P M PEAK HOUR ANALYSIS NO RTHBOUND S 0 U T HBO U N D TOTAL HOUR BEGINNING 03 t15PM 434 426 426 471 0 2 : 1 5 P H • 361 368 396 379 0 3:30PM 785 802 838 790 PEAK HOUR TOTAL 1,757 : 1 ,504 3,215 PEAK HOUR FACTOR 0.93 0 .95 0 .96 PERCENT OF DIRECTION 8.43 PERCENT OF'TOTAL 4.25 7 .34 3.64 7 . 78 DIRECTIONAL SPLIT 50.40 49 . 60 NEWPORT TRAFFIC STUD IE 15 MINUTE COUNTS 5 of 8 S T R E E T:E L CAMINO REAL L 0 C A TI 0 N:F L A Z A D R / S R 7 8 DATE 03-01-89 AM PM NORTH BOUND 0 J 0 2 2 1 2 2 0 3 0 7 11 q 12 21 41 10 .i Ci T' 292 265 280 240 228 256 255 1 9 0 211 194 223 269 277 295 338 327 350 37 5 350 SOUTH B OUND 19 10 7 6 12 21 1 11 7 ~i I 6 17 2 3 38 6 0 69 85 110 142 94 113 119 215 3 64 26 2 2 55 229 255 232 246 302 294 304 327 301 314 316 338 333 354 413 390 TOTAL 2 4 1 6 11 9 15 2 4 1 14 7 q 11 10 Q 11 5 24 3 4 4 7 7 2 90 126 2 T 3 2 73 337 38 9 4 08 507 629 542 495 457 511 487 436 513 488 5 27 596 578 609 654 665 683 729 763 762 TIME 12:00 1:00 2 : 00 3 : 00 : 00 5 : 00 6 ;. 00 7 : 00 : 00 9:00 10:00 11:00 NORTH BOUND 372 325 301 3 08 339- 392 393 434 4 80 510 520 550 464 446 354 368 39 4 341 4 03 411 392 334 211 232 212 204 203 179 192 158 171 147 132 129 40 18 7 10 4 18 9 10 6 12 . 3 6 2 13 SOU T.H BOUND 385 380 377 372 38 0 378 341 368 383 359 363 357 368 368 387 367 369 353 346 366 400 326 349 350 389 4 76 384 309 286 302 217 199 165 165 159 154 136 95 97 73 71 48 65 42 42 26 26 24 TOTAL 75 7 705 678 680 719 770 7 3 4 802 863 869 883 907 832 814 741 694 7^9 660 560 58 2 601 680 587 488 478 4 60 D 0 d 3 4 6 297 29 4 199 172 14 3 105 101 91 8 0 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET : LOCATION EL CAMINO REAL PLAZA DR / SR 7 8 DATE: 03-01-89 TIME NORTH BOU N D SOUTH BOUND T 0 T A L 12:00 NORTH BOU N D SOUTH BOUND T 0 T A L 12:00 18 42 60 1 : 00 18 42 60 1 : 00 9 45 5 4 2:00 9 45 5 4 2:00 5 27 3 2 3 : 00 5 27 3 2 3 : 00 7 34 4 1 4 : 00 7 34 4 1 4 : 00 27 83 110 5 t 00 27 83 110 5 t 00 177 324 501 6 : 00 177 324 501 6 : 00 939 • 468 1,40 7 7:00 939 • 468 1,40 7 7:00 1,077 1,096 2 ,173 8 : 00 1,077 1,096 2 ,173 8 : 00 929 962 1 ,891 9 : 00 929 962 1 ,891 9 : 00 897 1 ,227 2,124 10:00 897 1 ,227 2,124 10:00 1,237 1,269 2,506 11:00 1,237 1,269 2,506 11:00 1,447 1,490 2,937 12:00 1,447 1,490 2,937 12:00 1,306 1 , 5.1 4 2,820 1 : 00 1,306 1 , 5.1 4 2,820 1 : 00 1,558 ' 1,467 3 , 025 2 : 00 1,558 ' 1,467 3 , 025 2 : 00 2 ,060 1,462 3 ,522 3 : 00 2 ,060 1,462 3 ,522 3 : 00 1,632 1 ,490 3 ,122 4 : 00 1,632 1 ,490 3 ,122 4 : 00 1,549 1,434 2 ,983 5 : 00 1,549 1,434 2 ,983 5 : 00 1,169 1 ,425 2,594 6 ; 00 1,169 1 ,425 2,594 6 ; 00 798 1,558 2,356 7 : 00 798 1,558 2,356 7 : 00 668 1,004 , 1,672 8 : 00 668 1,004 , 1,672 8 : 00 319 643 962 9 : 00 319 643 962 9 : 00 :39 401 440 10: 00 :39 401 440 10: 00 37 226 263 11:00 37 226 263 11:00 24 118 142 12:00 24 118 142 12:00 17,928 19 ,809 •37,737 17,928 19 ,809 •37,737 AM PM 7 of 8 m 12:00 1 : 00 '2:00 3:00 4 : 00 5 : 00 6:00 7 : 00 8 : 00 9:00 11:00 12:00 1:00 2:00 3:00 4:00 5:00 6 ; 00 7 : 00 8:00 9 : 00 10:00 .1:00 12:00 STREET : LOCATION TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. EL CAMINO REAL PLAZA DR / SR 78 DATE: 03-01-89 DIRECTIONAL VOLUME . 6 0 54 32 41 * 110 A A A A A 501 AAAAAA.AAA.AAAAAA Z]Q7 A A AAAAAAAAAAAAA: AAA AAAA 2 273 AAA AAAAAAAAAAAAAAAA 2^ B'^l A A: AAAAAAAAAAA A A AAAAAAA 2 174 AAAAArfAA A A A^ AAAAAAA A. AAAAAAA ^^0 6 rf. AAAAAAAAAAAAAAAAAA»:AAAAAAAAAA 2 9 '''7 A >. A AAAAAAAAAAAAA A AAA AAAAAAAAA 870 rf; A A- A A A A rf A A A -•*: A A A A A A A A A A A A A A A: A A 0 7^ ;^ A A: A A A A A A rf. A A /' 7 A A * A * A A A A A: A A A A A 7j 12 2 A X A rf: A A rf A rf, A A A A A A A A A A 'y 9 8 3 rf. AArf- A A AAAAAAAAA A AAAAAAAA A 2 AAAAAAAAAAAAA O AAAAAAA 5 7'^^ 962 A A A A A A A * A AAA Al AArf A-*rf. AAAAA A A A rfl * A AAAAAAAAA A rf: AAAAAAAA A A A rf: A A A A A A A A A A * 4 40 263 142 1000 2000 3000 4000 VEHICLES / HOUR 5000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: EL CAMINO REAL LOCATION: PLAZA DR / SR 7 8 DATE: 03-01-89 AM PEAK HOUR ANALYSIS N 0 R T H B 0 U N D S 0 U T H B 0 U N [) TOT A L HOUR BEGINNING 1 0 : 0 0 A M 1 0 : 0 0 A M 10:00 A M 277 301 578 2 95 314 6 0 9 338 316 654 327 3 38 665 PEAK HOUR TOTAL 1,237 1 ,269 2,506 • PEAK HOUR FACTOR 0.91 0 .94 0 .94 PERCENT OF DIRECTION 6 .90 6.41 6 .64 PERCENT OF TOTAL 3 .28 3 .36 6 .64 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND ' TOTAL HOUR BEGINNING 01:00PM 11 : 3 0 A M 01:00 P M 339 413 719 392 3 9 0 7 7 0 393 385 734 434 380 802 PEAK H 0 ci R TOTAL 1,558 1,568 • 3,025 PEAK HOUR FACTOR 0.90 0.95 0.94 PERCENT OF DIRECTION 8.69 7 .92 8.02 PERCENT GF TOTAL 4 .13 4 . 16 8.02 • PM PEAK HOUR ANALYSIS N 0 R T 1-BOUND S 0 U T Fl B 0 U N D TOTAL HOUR BEGINNING 02:00PM 0 5:45PM 0 2 : 0 0 P H 480 350 86 3 510 389 86 9 520 4 76 883 550 384 907 PEAK HOUR TOTAL 2,060 1,599 3,5.2 2 PEAK HOUR FACTOR 0 .94 0.84 0.97 PERCENT OF DIRECTION 11,49 , 8.07 PERCENT OF TOTAL 5.46 4 .24 9.33 DIRECTIONAL SPLIT 47.51 52.49 -J hk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 3 Link Location: EI Camino Real between Faraday Ave. & Palomar Airport Rd. CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analj^is 8 of 8 A3-24 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS S T R E E T:E L CAMINO REAL L 0 C A T I 0 N : F A R A D Y / P A L 0 M A R A I R P T 1 of 8 DATE 02-28-89 AM PM H 0 R T t-l SOUTH TOTAL TIME NORTH SOUTH TOTAL BOUND BOUND BOUND BOUND 2 3 16 3 9 12:00 200 186 38 6 31 2 4 5 5 178 169 347 18 15 33 192 186 378 37 15 5 2 2 34 211 44 5 11 10 21 1 : 00 226 207 433 10 18 28 268 281 5 4 9 16 5 21 224 24 2 4 5 6 22 12 34 223 205 4 28 11 6 17 2 : 00 210 212 422 3 6 255 203 458 3 2 5 231 237 4 68 9 1 10 211 174 385 4 4 8 3 : 00 201 187 388 10 6 16 229 181 410 •S 4 7 212 172 38 4 6 9 232 240 4 72 5 4 9 4:00 191 230 4 21 6 5 11 2 26 237 46 3 1 5 6 240 231 4 71 4 1 X 5 3 26 311 6 3 7 6 9 5:00 252 229 4 81 / 10 312 267 579 5 6 11 240 231 471 2 5 7 249 328 577 Q 17 26 6:00 266 262 528 2 3 18 41 355 341 6 96 18 23 41 295 275 570 27 4 8 75 228 229 45 7 50 87 137 7 : 00 180 207 387 5 7 90 147 165 188 353 89 113 202 136 124 260 15 9 198 357 128 134 26 2 2 28 249 477 8 : 00 98 119 217 186 187 373 104 100 204 241 240 481 89 117 206 262 3 00 562 71 80 151 361 327 688 9 : 00 51 62 113 2 4 6 278 524 77 67 144 223 221 444 62 55 117 211 193 4 04 •• 65 62 127 174 144 318 10:00 46 62 1 OS 140 167 307 48 65 1 1 3 143 133 276 73 38 1 ' , 146 139 285 48 34 C •• 180 168 348 11:00 58 45 - ''- 172 144 316 ' 32 28 '•• 168 158 326 25 18 '• ;' 193 154 347 22 23 A M PM STREET : LOCATION 24 HOUR VOLUMES - NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA EL CAMINO REAL FAR ADY/PALOMAR AIRPT 2 of 8 DATE: 02-28-8 9 TIME 12 00 1 00 2 0 0 00 4 0 0 5 00 6 00 7 00 8 00 9 00 10 00 11 0 0 12:00 1 : 00 3:00 4:00 5:00 6:00 7 : 00 8:00 9:00 10 : 00 11:00 12:00 NORTH BOUND 109 5 9 26 23 16 2 0 77 355 917 1,041 60 3 713 804 941 907 874 983 1,053 1,14 4 609 362 2:55 215 137 12,243 SOUTH BOUND 70 45 12 17 15 17 106 488 976 1 ,019 58 3 624 7S2 826 780 1 ,009 1 ,055 1,10 7 653 416 2 46 199 114 12,064 TOTAL 179 104 38 4 0 31 183 843 1,893 2 ,060 1,18 6 1,337 1,556 1 ,876 1,733 1,654 1 ,992 2,108 2,251 1 . 262 7 78 .01 414 251 24,307 3 of 8 12:00 1:00 2:00 3 : 00 4 : 00 5 : 00 6 : 00 7:00 8 : 00 9 : 00 10 : 00 11 r 0 0 12:00 1:00 2:00 3:00 . 4:00 5 : 00 6:00 7 : 00 8:00 9 : 00 10:00 .1:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAHINO REAL LOCATION: F A R A D Y/P A L 0 M A R AIRPT DATE: 0 2-28-8 9 DIRECTIONAL VOLUME 1 7 9 10 4 * 38 * 40 * 31 37 * * * * g 3 A A A A AAAAAAAAAAAAA 343 rf-AAAAAAAA:AAAAAAAAAAAAAAAAAAAAAAAAA*AAA 1,893 A:AAAA,y;AAAAAAAAAAAAAAAAA:AAA*rf. AAAAAAAAAAAAAA 25O6O AAAAAArf:'AAAAAAAA-*A*AAArf-AA -j^ 186 ^. :•. rf A A A A A * A rf A A rf. A A: A rf. rf- A A • A | •;;> y -: rf; A A A l'--*.- A A A A A A A: A A A A A rf: A A A A A * A A A A A A -| 5 A A- -A A A A A >: A A A A A A A A A- A; rf: rf: A A A rf A. rf. A A A A rf; A A A A A A A ^ 8 7 6 AAAAA:*: A AAAAAAAA. AAA AAAAAAAAAAA AAAAAA lj733 1,654 1,992 A, AAA AAAAAAA A AAAAA AAA AAA AAA AAAAAAAAAAAA AAAAA 2,l08 A AAAAA A AAAAAAA AAAAAAAAAAAAAAAAAA AAAAAAA A A: AAAAA 2p251 A A AAAAAAAAAAAAAAAAA A AAAAA A 7 (} 7 AAAAAAAAAAAAAAA* 778 *: AAAAAAAAAA 501 AAAAAAAAA 414 ****** 251 A rf. A A AAAAAAAA* AAAAAAAAAAAAA A rf. A. A. A A A. * A A A A A AAAAAAAAAAAAAAAAAAA AAAAA 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: EL CAMINO REAL LOCATION: FARADY/PAL0HAR AIRPT DATE: 02-28-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOU.R BEGINNING 0 8 : 3 0 A M 0 8 : 3 0 A H 0 9:00AM 241 240 6 88 2 62 30 0 524 361 327 44 4 24 6 278 4 04 PEAK HOUR TOTAL 1,110 1,14 5 2,060 PEAK HOUR FACTOR • 0.77 0.88 0.75 PERCENT OF DIRECTION 9 ,07 9 .49 8 .47 PERCENT OF TOTAL 4 .57 4 . 71 8 .47 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 12:45PM 12:45PM 01 : 0 0 P M 234 211 433 226 207 549 2 68 281 4 66 224 242 42 8 PEAK HOUR TOTAL 95 2 941 1 , 8 7 6 PEAK HOUR FACTOR 0 .89 0 .84 0.85 PERCENT OF DIRECTION 7 . 78 7 . 80 7.72 PERCENT OF TOTAL 3 .92 3 .87 7.72 PM PEAK HOUR A N A L Y S I S NORTHBOUND SOUTH-BOUND T OTAL HOUR BEGINNING 0 5:45PM 0 5:45PM 0 5:45PM 249 328 577 266 262 5 28 355 341 696 2 95 275 570 PEAK HOUR TOTAL 1., 165 : 1,206 2 , 371 PEAK HOUR FACTOR 0.82 0.88 0.85 PERCENT OF DIRECTION 9 .52 10.00 9 .75 PERCENT OF TOTAL 4.79 4 .96 9 .75 DIRECTIONAL SPLIT 50.37 4 9.63 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 5 of 8 STREET:EL CAMINO REAL L 0 C A T I 0 N:F A R A D Y/P A L 0 M A R AIRPT DATE 03-01-89 AM PM NORTH BOU N D 16 32 17 1? 17 2 8 10 6 9 13 6 5 2 3 1 4 4 5 8 13 26 l Q 3 2 57 49 101 142 220 191 251 292 352 229 182 204 193 183 184 165 188 164 174 188 193 204 SOUTH B 0 U N D 26 • 14 • 10 14 4 7 5 3 5 TOTAL 42 4 6 / 18 19 28 •50 8 4 89 108 228 224 187 233 327 325 255 187 175 177 154 133 152 167 154 143 180 175 184 27 31 21 15 9 14 16 13 10 9 11 8 5 8 o 10 15 31 45 47 82 141 138 209 370 4 4 4 378 484 619 577 4 84 369 379 370 337 317 317 355 318 317 368 368 388 TIME 12:00 1:00 2 : 00 3 : 00 4:00 5:00 6 : 00 7 : 00 8 : 00 9 : 00 10:00 11 : 00 f>: ORTH BOU N D 192 235 224 237 199 220 235 241 219 202 223 242 245 O -I T -.: 0 183 257 252 313 267 301 2 32 323 2 44 368 285 231 173 181 134 133 12 4 94 90 70 73 57 53 44 68 45 47 5 8 44 58 30 27 22 28 SOUTH BOU N D 213 207 226 272 237 194 252 218 217 218 214 211 20 7 2 56 212 2 41 243 28 6 231 28 0 248 321 242 297 2 6 4 236 191 174 154 143 102 116 90 71 72 53 69 58 73 82 74 45 43 31 23 25 14 18 " 0 T A 1 4 05 442 450 509 436 414 4 87 4 59 4 36 420 4 3 7 453 4 52 469 395 498 495 5 99 498 581 4 8 0 6 4 4 4 8 6 665 549 467 36 4 355 2 88 276 226 210 180 141 145 110 122 102 141 127 121 103 8 7 89 53 52 36 46 m STREET: LOCATION 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA EL CAMINO REAL F A R A D Y/F A L 0 M A R AIRPT 6 of 8 DATE: 03-01-89 AM PM TIME NORTH BOUND ! SOUTH BOUND . 1 TOTAL 1 2 ; 0 0 NORTH BOUND ! SOUTH BOUND . 1 TOTAL 1 2 ; 0 0 82 6 4 I 14 6 1 ; 00 82 6 4 I 14 6 1 ; 00 61 ; 19 80 2 : 00 61 ; 19 80 2 : 00 33 2 0 5 3 3:00 33 2 0 5 3 3:00 14 20 3 4 4:00 14 20 3 4 4:00 17 12 29 5:00 17 12 29 5:00 52 49 101 6:00 52 49 101 6:00 157 251 408 7 : 00 157 251 408 7 : 00 654 74 7 1,401 8 : 00 654 74 7 1,401 8 : 00 1 ,124 1 ,140 2,264 9 : 00 1 ,124 1 ,140 2,264 9 : 00 762 693 1,455 1 0:00 762 693 1,455 1 0:00 701 6 0 6 1 , 3 0 7 11 : 0 0 701 6 0 6 1 , 3 0 7 11 : 0 0 759 582 1 , 4 4 1 12:00 759 582 1 , 4 4 1 12:00 888 918 1,806 1 r 00 888 918 1,806 1 r 00 895 901 -1 , 7 9 6 2 : 00 895 901 -1 , 7 9 6 2 : 00 886 860 1 , 7 4 6 3 : 00 886 860 1 , 7 4 6 3 : 00 898 915 1,814 4 : 00 898 915 1,814 4 : 00 1,133 1,040 2 ,173 5 : 00 1,133 1,040 2 ,173 5 : 00 1,167 1,108 2,275 6 : 00 1,167 1,108 2,275 6 : 00 8 70 865 1,735 7 : 00 8 70 865 1,735 7 : 00 485 515 1,000 8 ; 00 485 515 1,000 8 ; 00 290 286 576 9 : 00 290 286 576 9 : 00 2:10 282 492 10:00 2:10 282 492 10:00 207 193 400 11:00 207 193 400 11:00 107 80 187 12:00 107 80 187 12:00 12,452 1 12,267 1 2 4,719 12,452 1 12,267 1 2 4,719 7 of 8 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIEl •NEWPORT BEACH, CA. STREET: EL C AH I N0"RE AL LOCATION: FARADY/PALOMAR AIRPT D ATE: 03-01-89 DIRECTIONAL VOLUME 12:00 1 0 0 2 : 00 3 : 00 4 : 00 5 : 00 6:00 7 : 00 8 : 00 9:00 0:00 11:00 12 : 00 . o n i. . J u 4 : 0 0 5 ; 00 5 : 00 7:00 8 : 00 9 : 00 10:00 1 : 00 12:00 * > * 1 4 6 ^' 8 0 5 3 * 3 4 * 29 * * * 101 AAAAAA AAA 408 A A AAAAAAA A A: AAAAAAAAAAAAAAAAA 1,401 AAAAAAAAAAAAAAAAAAAAAAAAAA A AAAAAAAAAAAAAAAAAAA AAA AAArf AAAA AAAAAAAAAAAAAAAAAAA ^ lij'^^ A A rf: A AA AAA A rf- AAAAA A AAAAAAA AAA "^07 AAA:AAAAAAAA*AAArfAAAAAAAAAAAAA 2^ t![/|l A A A. A A rf: A rf-, rf: A A A A A. A A rf: A A A A A: A A A A A A A A A A A A A A A j 8 0 6 A:AAAAAAAAAAAA AAAAAAA Arf:AAAA*AA*-*AAAAA ^ 7 ^'6 2,264 A A A A A A A rf: A A A. A A A rf A' A A rf. A A A A A A. rf. A A A A A A, 1 ''.'AC rf: rf A A A A A A A A A A A A A A rf: A A A A A A A- 1 p .L J O M A A A A A A A A A A A A A A rf; A A A A A A A ^ A A A A A A A A A A A A A A A: A A rf- A A AAAAAAA A: AAAAAAAAAA A AAAAAAA A A AAAAAAAAAAAAAAAA A: AAA AAAAA A AAAAAAAAA 2,275 A. AAAAAAA A AAAAAAAAAA'A: A: A A AAAAAAAA A A ^76 AAAAAAAAAA 492 AAAAAAAA* 400 * * * * g y 1,000 50 0 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: EL CAMINO REAL LOCATION: FARADY/PALOMAR AIRPT DATE: 03-01-89 AM PEAK HOUR ANALYSIS NORTHBOUND S 0 U T H B 0 U N D TOTAL HOUR BEGINNING 0 8:00AM 0 8 : 0 0AM 0 8:15AM 251 233 619 2 92 3 2 7 677 . 352 325 484 229 255 369 PEAK HOUR TOTAL 1 ,124 1,14 0 2,149 ^ PEAK HOUR FACTOR 0.80 0.87 0.79 PERCENT OF DIRECTION 9.03 9 .29 8.69 PERCENT OF TOTAL 4.55 4 .61 8.69 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 12:15PM 12:45PM 01:00PM 235 272 436 22 4 237 • 4 1 4 23 7 194 4 8 7 199 252 4 59 PEAK HOUR TOTAL 89 5 9 5 5 1,796 PEAK HOUR FACTOR 0 .94 0.88 0.92 PERCENT OF DIRECT ION 7.19 7 .79 PERCENT CF TOTAL 3 .62 3 .86 7 .27 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 05:15PM 0 5 : 1 5 P H 0 5:15PM 323 321 6 4 4 244 242 4 86 368 297 665 2 85 264 5 4 9 PEAK HOUR TOTAL 1,220 1,124 2,344 PEAK HOUR FACTOR 0.83 0.88 0 .88 PERCENT OF DIRECTION 9.80 9 .16 9.48 PERCENT OF TOTAL 4 .94 4.55 9.48 DIRECTIONAL SPLIT 50.37 49.63 -J ihk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 4 Link Location: EI Camino Real between Alga Rd. & La Costa Ave. CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-33 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 STREET:EL CAMINO REAL LOCATION:AL6A/LA COSTA AVE DATE 02-28-89 AM PM NORTH BOUND SOUTH BOUND TOTAL TIME NORTH BOUND SOUTH BOUND TOTAL 24 14 38 12:00 207 240 447 14 10 2 4 245 277 522 21 13 34 229 255 4 8 4 10 11 21 241 220 4 61 13 4 17 .. 1 : 00 237 175 412 7 3 10 259 232 491 8 6 14 225 210 435 10 1 11 218 228 446 11 10 21 2:00 220 230 450 10 4 14 211 204, 415 4 4 8 239 225 464 2 6 8 228 239 467 5 4 9 3:00 225 244 469 3 6 9 247 230 477 6 5 11 246 255 501 7 11 18 255 306 561 3 2 5 4 : 00 261 278 539 6 9 15 272 285 557 8 10 18 272 253 525 3 8 11 248 279 527 9 15 24 5 : 00 289 285 574 -7 / 28-3 5 285 3 75 6 6 0 18 57 7 5 265 354 619 25 78 103 312 275 587 40 116 15 6 6 : 00 288 • 257 545 5 6 129 185 249 206 455 83 212 295 227 195 422 147 198 34 5 205 176 381 176 226 402 7:00 179 136 315 169 239 408 174 136 310 219 228 447 159 101 260 25 8 254 512 135 90 225 304 233 537 8 : 00 120 92 212 233 254 487 127 69 196 235 240 475 108 75 183 189 239 428 102 48 156 208 183 391 9 : 00 79 74 153 178 194 3 72 75 76 151 166 216 382 146 37 183 187 191 378 • 78 94 172 145 188 333 10:00 55 26 81 171 195 366 71 46 117 162 189 351 52 36 88 167 200 367 39 25 64 191 182 373 11:00 38 31 69 208 172 380 32 19 51 207 219 426 25 22 47 200 227 427 22 18 40 2 4 HOUR' VOLUMES NEWPORT TRAFFIC STUDIES • NEWPORT BEACH, C A 2 of 8 STREET: LOCATION: EL CAMINO REAL ALGA/LA COSTA AVE DATE: 02-28-89 A M PM TIME ! NORTH : B 0 Ll N D 1 6 9 : SOUTH 1 BOUND 1 48 14 TOTAL 117 5 2 51 12:00 1:00 1 NORTH : B 0 Ll N D 1 6 9 : SOUTH 1 BOUND 1 48 14 TOTAL 117 5 2 51 12:00 1:00 1 3 8 SOUTH 1 BOUND 1 48 14 TOTAL 117 5 2 51 2:00 i 3 8 SOUTH 1 BOUND 1 48 14 TOTAL 117 5 2 51 2:00 i 27 2 4 TOTAL 117 5 2 51 3:00 27 2 4 TOTAL 117 5 2 51 3:00 21 2 6 4 / 4:00 21 2 6 4 / 4:00 2 0 5 9 29 178 4 9 237 5 : 00 2 0 5 9 29 178 4 9 237 6:00 2 0 5 9 29 178 4 9 237 6:00 326 655 981 7 : 00 326 655 981 7 : 00 822 94 7 1,769 8:00 822 94 7 1,769 8:00 961 739 966 784 1,927 1,523 9:00 10:00 961 739 966 784 1,927 1,523 9:00 10:00 64 5 772 1,417 11:00 12:00 64 5 772 1,417 11:00 12:00 80 6 800 1 ,606 11:00 12:00 922 939 9 9 2 845 1,914 1 ,784 1:00 922 939 9 9 2 845 1,914 1 ,784 2 : 00 922 939 9 9 2 845 1,914 1 ,784 2 : 00 898 898 1,796 3 : 00 898 898 1,796 3 : 00 9 73 1,035 2,008 4:00 9 73 1,035 2,008 4:00 1,053 1,095 2,148 5 : 00 1,053 1,095 2,148 5 : 00 1,151 1 ,289 2,440 6 : 00 1,151 1 ,289 2,440 6 : 00 969 834 1 , 803 7 : 00 969 834 1 , 803 7 : 00 647 463 1,110 8 : 00 647 463 1,110 8 : 00 1 457 [ 284 741 9 : 00 1 457 [ 284 741 9 : 00 37 8 1 281 659 10:00 37 8 1 281 659 10:00 1 217 i 133 1 350 11:00, 1 217 i 133 1 350 11:00, 117 i 13,254 1 90 1 13,4 82 ! 207 1 26,736 12:00 117 i 13,254 1 90 1 13,4 82 ! 207 1 26,736 117 i 13,254 1 90 1 13,4 82 ! 207 1 26,736 3 of 8 12:00 1:00 2 : 00 3:00 4 : 00 5:00 6 : 00 7 : 00 8:00 9 : 00 0 : 00 11:00 12:00 1:00 2 : 00 3:00 4 : 0 0 5 : 00 6 : 00 7 : 00 8:00 9:00 10:00 1:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAMINO REAL LOCATION: ALGA/LA COSTA AVE 117 52 51 47 49 DATE: 02-2 8-89 DIRECTIONAL VOLUHE ***** 237 AAAAA*.A AAAAAAAAAAAAA 981 ************************************ 1,769 **.************»**»******************** 1,927 ******************************* 1,523 ***************************** 2,417 ********************************* 1,606 *************************************** 1,914 ************************************ 1,7 84 ************************************ 1,796 ***************************************** 2,00 8 *«*»*********«*************'*************** 2,148 ************************************************* 2,440 ******.******************************* 1,803 *********************** •'i^ 110 741 659 AAAAAAAAAAAAAAA A. AAAAAAAAAAAAA ******** 207 AAAAA 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: EL CAMINO REAL LOCATION: ALGA/LA COSTA AVE DATE: 02-28-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 0 7:45AM 0 7:45AM 0 7 : 4 5 A H 258 254 51 2 304 233 537 n T> T> JL D ~> 25 4 487 235 240 4 75 PEAK HOUR TOTAL 1,030 981 2,011 PEAK HOUR FACTOR 0 .85 0 .97 0 .94 PERCENT OF DIRECTION 7.77 7 .28 PERCENT OF TOTAL 3 .85 3.67 7.52 NOON PEAK HOUR ANALYSIS NORT fi BOUND SOUTHBOUND TOTAL HOUR BEGINNING 12:30PM 11:45AM C1 : 0 0 P M 229 227 412 241 2 40 4 91 237 277 4 35 259 255 446 PEAK' HOUR TOTAL 966 999 1,784 PEAK HOUR FACTOR 0 .93 0 .90 0 .91 PERCENT OF DIRECTION 7.29 7 .41 PERCENT OF TOTAL 3 .61 3 .74 6.67 PM PEAK HOUR A N A L Y S I S NORTHBOUND S 0 U T Fi B 0 U N D TOTAL HOUR BEGINNING -0 5 : 0 0 P H 0 4:45PM 0 5:00PM 289 279 574 285 285 660 265 375 619 312 354 587 PEAK HOUR TOTAL 1^51 1,293 2,440 PEAK HOUR FACTOR 0 .92 0.86 0.92 PERCENT OF DIRECTION 8.68 9 .59 9 .13 PERCENT OF TOTAL 4.31 4 . 84 9 .13 DIRECTIONAL SPLIT 49.57 50 .43 NEWPORTTRAFFICSTUDIES 5 of 8 15 MINUTE COUNTS STREET:EL CAMINO REAL LOCATION: ALGA/LA COSTA AVE DATE 03-01-89 AM PM NORTH SOUTH TOTAL • TIME NORTH SOUTH TOTAL BOUND BOUND BOUND BOUND 28 11 39 12:00 211 225 436 14 8 22 205 218 423 5 5 10 255 202 457 6 7 13 279 204 4 83 1 6 7 1:00 243 217 4 60 -14 6 20 248 179 427 13 5 18 217 2 04 4 21 6 6 12 255 205 460 6 3 9 2 : 00 207 229 436 6 9 222 219 441 5 5 10 196 217 413 4 5 9 249 231 480 4 2 6 • 3 : 00 261 217 478 2 6 8 253 328 581 2 7 9 271 261 5 32 5 5 10 261 257 518 4 c .J 9 4:00 ' 298 252 550 3 4 7 274 303 577 4 14 18 280 285 5 65 14 13 '27 298 375 673 14 37 51 5 : 00 313 3 50 663 15 5 8 73 314 297 611 28 79 " 107 290 263 553 39 9 6 135 2 67 243 510 52 151 203 6 : 00 235 229 4 64 9 9 216 315 230 186 416 • 165 217 382 231 171 402 179 233 412 170 160 330 165 252 417 7 : 00 178 148 326 234 263 497 151 126 277 295 255 550 129 89 218 32 5 241 566 147 102 249 231 237 468 8 : 00 141 87 228 216 235 451 126 62 188 209 212 421 118 84 202 184 233 417 108 76 184 165 222 387 9 : 00 103 87 190 183 198 381 83 66 149 184 166' 350 89 54 14 3 174 192 366 •• 107 52 159 167 186 353 10:00 98 43 141 190 199 389 67 34 101 208 221 429 57 33 90 182 235 41'8 47 22 69 189 203 392 11:00 33 21 54 163 213 376 27 28 5 5 167 222 389 34 23 57 192 267 459 21 17 38 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: EL CAMINO REAL LOCATION: ALGA/LA COSTA AVE DATE: 03-01-8 9 AM PM TIHE 1 NORTH 1 BOUND i SOUTH 1 BOUND 1 TOTAL 12:00 1 NORTH 1 BOUND i SOUTH 1 BOUND 1 TOTAL 12:00 1 5 3 31 1 8 4 1:00 1 5 3 31 1 8 4 1:00 1 34 1 23 1 57 2:00 ' 34 1 23 1 57 2:00 ' 21 ! 16 ! 37 3:00 21 ! 16 ! 37 3:00 13 20 3 3 4 r 00 13 20 3 3 4 r 00 25 36 61 5 : 00 25 36 61 5 : 00 96 270 36 6 ' 6:00 96 270 36 6 ' 6:00 495 817 1 , 312 7:00 495 817 1 , 312 7:00 1,019 1 ,011 2,030 8 : 00 1,019 1 ,011 2,030 8 : 00 840 917 1,757 9 : 00 840 917 1,757 9 : 00 706 778 1,484 10:00 , 706 778 1,484 10:00 , 747 8 4,2 1,589 11 : 0 0 12:00 747 8 4,2 1,589 11 : 0 0 12:00 711 90 5 1,616 11 : 0 0 12:00 950 849 1 , 799 1:00 950 849 1 , 799 1:00 953 805 1 ,768 2 : 00 953 805 1 ,768 2 : 00 874 896 1,770 3:00 874 896 1,770 3:00 1,046 1,06 3 2,109 4:00 1,046 1,06 3 2,109 4:00 1 ,150 1,215 2 ,365 5 t 00 1 ,150 1,215 2 ,365 5 t 00 1,184 1,15 3 2,337 6:00 1,184 1,15 3 2,337 6:00 ; 8 6 6 746 1 , 61 2 7:00 ; 8 6 6 746 1 , 61 2 7:00 6 0 5 1 48 5 1,070 8 : 00 6 0 5 1 48 5 1,070 8 : 00 ' 493 1 309 1 802 9:00 ' 493 1 309 1 802 9:00 1 3-8 2 ; 259 1 ' 641 10 : 00 1 3-8 2 ; 259 1 ' 641 10 : 00 i 269 ; 132 1 401 11:00 i 269 ; 132 1 401 11:00 i 115 1 89 1 204 12:00 i 115 1 89 1 204 12:00 i 13,657 ; 13,647 1 27,304 i 13,657 ; 13,647 1 27,304 7 of 8 12 : 00 1 : 00 2:00 3:00 4 : 00 5 : 00 6 : 00 7 : 00 8 : 00 9 : 00 0:00 11:00 12:00 1:00 2 : 00 3 ; 00 4:00 5 ; 00 • 6:00 7:00 8:00 .9:00 10:00 |1:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAMINO REAL LOCATION: ALGA/LA COSTA AVE DATE: 03-01-89 DIRECTIONAL VOLUME * * 8 4 * * 5 7 * 37 * 33 *•' 61 ********^gg ******.********************* 1,312 ***************************************** 2,030 ************************************ 1,757 ****************************** 1,484 ******************************** 1,5 89 ********************************* 1,616 ************..********************** 1,799 *****..********.*«*****»*.************ 1,768 ************************************ 1,770 ******************************************* 2,109 *******,,***************************************'• .2,365 *************.********************************* 2,337 ********************************* 1,612 ********************** 1,0 70 ***************** 802 ************* 6 41 ******* **j'|Q2. * 204 A A A * 500 1000 1500 2000 VEHICLES / HOUR 2500 8 of 8 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: EL CAMINO REAL LOCATION: ALGA/LA COSTA AVE DATE: 03-01-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 07:15AM 0 7:00AM 0 7:30AM 234 252 550 .295 263 566 325 255 468 231 241 451 PEAK HOUR TOTAL 1,085 1,011 2,035 PEAK HOUR FACTOR 0.83 0 .96 0 .90 PERCENT OF DIRECTION 7.94 7 ,41 7 .45 PERCENT OF TOTAL 3.97 3 . 70 7 .45 NOON PEAK HOUR A.NALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 12:30PM 11:30AM 01:00PM 255 222 460 279 257 427 2 43 225 421 248 218 460 PEAK HOUR TOTAL 1,025 932 1 ,768 PEAK HOUR FACTOR 0.92 0 .87 0.9 6 PERCENT OF DIRECTION 7.51 6 .83 5.48 PERCENT OF TOTAL 3.75 3 .41 5.48 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 04:45PM 04:15PM 04 : 30PM 298 303 565 313 285 6 73 314 3 7 5 663 290 350 611 PEAK HOUR TOTAL 1,215 -1,313 2,512 PEAK HOUR FACTOR 0.97 0.88 0.93 PERCENT OF DIRECTION 8.90 9 .62 9 .20 PERCENT OF TOTAL 4.45 4 .81 9 .20 DIRECTIONAL SPLIT 50.02 49.98 -J ihk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 5 Link Location: EI Camino Real between Levante St. & OUvenhain Rd. CONTENT PAGE Day 115 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-42 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 STREET : EL' CAMINO REAL LOCATION:LEVANTE/OLIVENHAIN DATE 02-28-89 AM PM NORTH SOUTH ^ JOTAL TIME NORTH SOUTH TOTAL BOUND BOUND BOUND BOUND 11 17 28 12:00 199 217 416 8 11 19 203 2 40 443 13 7 20 204 258 462 7 14 21 215 195 410 8 5 13 1:00 209 191 4 00 3 / 10 226 194 420 3 5 8 216 206 422 2 4 6-210 207 417 2 5 7 2:00 176 223 399 7 2 9 212 185 397 0 6 6 22 0 182 402 3 1 4 233 239 472 1 4 5 3:00 211 237 448 1 4 5 209 232 441 2 2 4 238 210 4 48 7 •0 10 255 222 477 T) J 3 5 4 : 00 246 244 4 90 4 f 254 26 4 518 7 1 8 247 237 484 7 10 273 217 4 90 11 5 16 5:00 234 262 4 9 6 10 . 9 19 263 222 4 85 20 1 2 32 272 273 54 5 30 18 48 266 241 50 7 28 33^ 61 6 : 00 263 231 4 9 4 6 3 4 7 110 251 190 441 68 74 142 194 197 391 102 114 216 173 151 324 96 172 258 7:00 165 157 322 130 152 282 139 132 271 149 160 309 135 124 259 155 186 341 123 112 235 232 218 450 8 : 00 - Ill 101 212 135 221 356 84 78 162 186 210 396 93 69 162 157 235 392 89 82 1 71 160 223 383 9 : 00 86 72 158 150 179 329 73 62 1 3 5 152 167 319 81 63 1 4 4 181 182 363 -• 68 5 4 122 142 177 319 10:00 63 75 138 146 172 318 54 28 82 184 196 380 39 25 6 4 170 187 357 31 31 62 214 180 • 394 11:00 25 17 4 2 2 31 174 405 30 23 53 175 189 364 21 17 38 169 205 374 11 16 27 • A H PM STREET : LOCATION 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA EL CAMINO REAL L E V A N T E / 0 L I V E N H A I N 2 of 8 TIME 12:0 0 1 : 00 2:00 0 0 4 : 00 5 00 5 00 7 0 0 8 00 n J 00 10 00 11 0 0 12 00 1 . 0 0 •00 3:00 4 : 00 5 : 00 6 : 00 7:00 8:00 9:00 10:00 11 : 00 12:00 N ORTH BOUND 16 12 11 21 71 251 710 64 3 6 42 / (J r^ 821 861 841 913 1 , 020 1,035 881 562 3-0 8 187 87 11,638 SOUTH B OUND 4 9 21 14 13 10 4 4 268 670 884 751 732 748 910 829 901 962 998 7 69 i25 330 251 159 73 11,709 DATE: 02-28-8 9 TOTAL 8 8 37 26 2 4 31 115 529 1 ,200 1 , 594 1 ,394 1,374 1 ,537 1 ,731 1 ,659 1,670 1,814 1,982 2 ,033 1,650 1,087 707 •5 5 9 34 6 160 • 23,34 7 3 of 8 12 V 00 1:00 2.:00 3:00 4 : 00 5 : 00 6:00 7:00 8:00 9:00 J- 0 : 0 0 'll : 00 12:00 1 : 00 2 : 00 3:00 4 .-00 6 : 00 7:00 8:00 9 : 00 10:00 1 : 00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, C A . STREET: EL CAMINO REAL LOCATION: LEV ANTE/0LI VENHA I N DATE: 02-28-89 DIRECTIONAL V 0 L U i^i E * * 88 * 37 * 26 * 24 * 31 * 115 *** 529 ************************* . 2 200 ******************************** 1,594 * 1,394 * 1,374 * * * * 1,537 A:*-. AAAAAAAA A A AAAAAAAAA A AAA AAAAAAAAAA 7^1 A AAA. AAAAA AAAAArf; AAAAAAAAAAAAAAAAAAA 6*^9 A AAAAAAAAAAAAA* A A* A AAAAA A AAAAAAAAA ^ 670 A A AAAAAAAAA A:AAAA A AAAAAAAAA* A: AAAAAAAAAAAAAAAAAAA AAAAAAA AAAAAAAAAA rf- A A AAA AAAAA AAAAA A AAArf: AAAAA AAAAAAA* A AAA***** A AAA AAA A 1,814 **************************************** 1,98 2 ***************************************** 2,0 33 <:****«**************************** 2^ 6 50 ********************** 1 087 ************ 160 559 500 1000 1500 ' 2000 VEHICLES / HOUR 2500 4 of 8 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: EL CAMINO REAL LOCATION: LEVANTE/0LIVENHAIN DATE: 02-28-89 HOUR BEGINNING NORTHBOUND 08 : OOA'M 232 135 186 157 PEAK HOUR TOTAL 710 PEAK HOUR FACTOR 0.77 PERCENT OF DIRECTION 6.10 PERCENT OF TOTAL 3.0 4 AM PEAK HOUR ANALYSIS SOUTHBOUND 0 8:15AM 221 210 235 223 889 0 .95 7 .59 3 . 81 NOON PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 12:45PM 215 209 2 26 216 ; 0 U T H B 0 U N D •11:45 AM 20 5 217 24 0 258 PEAK HOUR TOTAL PEAK HOUR FACTOR PERCENT OF DIRECTION PERCENT OF TOTAL 8 66 0 .96 7.44 3.71 NORTHBOUND HOUR BEGINNING 05:15PM 263 272 266 26 3 PEAK HOUR TOTAL 1,064 0.98 PEAK HOUR FACTOR PERCENT OF DIRECTION 9.14 PERCENT OF TOTAL 4.56 920 0.89 . 7 .86 3 .94 PM PEAK HOUR ANALYSIS SOUTHBOUND 0 5:00PM 262 222 273 241 998 0.91 8 .52 4.27 TOTAL 10 : 00AM 319 318 380 357 1,374 0.90 5 .89 TOT A L 01:00PM 400 420 422 41 7 1 ,659 0 .98 7 .11 TOTAL 05:00PM 496 4 85 545 507 2 ,033 0 .93 8 .71 DIRECTIONAL SPLIT 49.85 5 0.15 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS m STREET:EL CAMINO REAL LOCATION:LEVANTE/OLIVENHAIN 5 of 8 DATE 03-01-89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH TOTAL BOUND BOUND BOUND BOU N D 19 8 27 12:00 220 222 442 Q 13 22 224 229 453 9 8 17 234 235 469 2 4 6 231 176 407 1 7 8 1 : 00 193 214 407 6 5 11 226 181 407 6 6 12 221 187 408 1 1 2 184 195 379 1 6 7 2 : 00 219 204 4 23 4 6 10 209 231 440 1 4 5 235 213 44 8 2 2 4 244 205 450 4 ' 7 11 3 : 00 241 230 471 4 4 8 241 226 467 2 4 6 261 243 504 2 0 2 258 26 8 526 4 4 8 4 : 00 255 241 496 "> J> 4 7 282 227 509 5 2 7 265 275 5 4 0 19 6 25 2 91 257 548 15 6 22 5 : 00 302 258 560 14 15 29 274 296 5 70 2 5 11 36 251 242 4 93 3 4 33 67 218 254 472 61 44 105 6:00 233 205 433 6 6 70 136 208 211 • 419 92 148 240 179-189 368 I'll 159 270 159 167 326 , 124 149 273 7:00 154 184 338 1 5 9 191 350 149 122 271 203 211 414 141 131 272 185 214 ' 399 128 93 221 . 158 184 342 8:00 122 89 211 148 213 361 109 82 191 154 200 354 94 56 150 175 214 389 97 69 166 139 181 320 9:00 85 66 151 150 197 34 7 6 2 87 149 177 196 373 63 75 138 149 160 • 309 .-108 6 2 170 164 171 335 10:00 6 4 37 101 20 2 201 403 41 27 6 8 193 177 370 42 37 79 179 202 381 26 24 5 0 190 216 406 11:00 18 29 47 203 207 410 -20 21 41 205 230 435 12 21 33 192 249 441 18 10 28 STREET : LOCATION 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA EL CAMINO R.EAL LEVANTE/OLIVENHAIN 6 of 8 DATE: 03-01-8 9 AM PM TIHE NORTH BOUND SOUTH BOUND TOTAL. 12:00 NORTH BOUND SOUTH BOUND TOTAL. 12:00 39 33 72 1:00 39 33 72 1:00 14 19 0 o -J 2 : 00 14 19 0 o -J 2 : 00 8 18 26 3:00 8 18 26 3:00 12 15 2 7 4 : 00 12 15 2 7 4 : 00 31 16 47 5 : 00 31 16 47 5 : 00 89 65 154 6 : 00 89 65 154 6 : 00 330 • 421 751 7 : 00 330 • 421 751 7 : 00 671 765 1 ,436 8 : 00 671 765 1 ,436 8 : 00 535 811 1,446 9:00 535 811 1,446 9:00 615 734 1,349 10:00 615 734 1,349 10:00 738 751 1,489 11: 00 738 751 1,489 11: 00 790 902 1,692 12:00 790 902 1,692 12:00 909 862 1 ,771 1 : 00 909 862 1 ,771 1 : 00 824 777 1,601 2.: 00 824 777 1,601 2.: 00 907 854 1,761 3 : 00 907 854 1,761 3 : 00 1 ,001 967 1,958 4 : 00 1 ,001 967 1,958 4 : 00 1,093 1,000 2,093 ' 5:00 1,093 1,000 2,093 ' 5:00 1,045 1,050 2,095 6:00 1,045 1,050 2,095 6:00 7 79 772 1 ,551 7 : 00 7 79 772 1 ,551 7 : 00 572 530 1,102 8 : 00 572 530 1,102 8 : 00 422 296 718 9 : 00 422 296 718 9 : 00 3-18 290 '60 8 10:00 3-18 290 '60 8 10:00 173 125 298 11:00 173 125 298 11:00 68 81 149 12:00 68 81 149 12:00 12 ,083 12,154 24,237 12 ,083 12,154 24,237 7 of 8 12:00 1:00 2 : 00 3:00 4:00 5 : 00 6:00 7 : 00 8 : 0 0 9 : 0 0 0:00 11:00 12:00 1 : 0 0 2 : 00 3 : 00 4:00 5:00 6 : 00 7 : 00 8:00 9 : 00 10:00 1:00 12:00 TOTAL VOLUME PLOT " NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAMINO REAL LOCATION: LEVANTE/OLIVENHAIN DATE: 03-01-89 DIRECTIONAL VOLUHE ** • 7 2 * 33 * 26 * 27 * 4 7 * * * * -[^ 5 ^ **************** 751 ***************************** 2 4 36 ***************************** 2 446 *************************** 2 349 *:.:************ * * * * * * .* **».*«*»** 2 489 .»**»***«************************* 2, 69 2 ************************************ 2 , '7 71 ********************************* 2, 601 **************************•'•********* 2 76 1 **************************************** 2 *********** *j. ***************************** *<,****«*********<************************* ******************************** l.FFl *********************** 2 10 2 *************** 718 ************* 608 ****** 298 * * * 500 1000 1500 2TOO VEHICLES / HOUR 968 2-, 093 2,095 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of STREET: EL CAMINO REAL LOCATION: LEVANTE/OLIVEN HA IN DATE: 03-01-8 9 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 1 0 : 0 0 A M 07 : 30AM 1 0 : 0 0 A H 164 211 335 202 214 403 193 184 370 179 213 381 PEAK HOUR TOTAL 738 822 1 ,489 PEAK HOUR FACTOR 0 .91 0 .96 0.92 PERCENT OF DIRECTION 6.11 6 . 75 PERCENT OF TOTAL 3.04 3.39 6.14 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 12:00PM 11:45AM 01;00PM 220 249 40 7 22 4 222 40 7 234 229 4 08 231 235-379 PEAK HOUR TOTAL 909 935 1,601 PEAK HOUR FACTOR 0.97 0.9 4 0 .98 PERCENT OF DIRECTION 7.52 7.69 PERCENT OF TOTAL 3 .75 3 .86 6 . 61 PH PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 04:15PH 04:30PM 0 4 : 3 0 P H 282 275 540 265 257 548 291 258 560 302 296 5 70 PEAK HOUR TOTAL 1,140 : 1,086 2,218 PEAK HOUR FACTOR 0 .94 0.92 0.97 PERCENT OF DIRECTION 9.43 8.94 9.15 PERCENT OF TOTAL 4 . 70 4 .48 9.15 DIRECTIONAL SPLIT 49.85 50.15 -J hk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 6 Link Location: Palomar Airport Rd. East of Melrose Ave. CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analj^is 8 of 8 A3-51 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:PALOMAR AIRPORT RD LOCATION:E/0 MELROSE DATE 02-28-89 1 of 8 AM PM. AST WEST TOTAL TIHE EAST WEST TOTAL UND BOUND BOUND SOUND 16 15 31 12:00 207 168 375 18 -? 2 5 220 174 394 8 8 16 229 176 4 05 31 6 3 7 172 184 3 5 6 6 7 13 • 1:00 179 209 38 8 7 q. 10 172 219 391 10 6 16 163 188 351 8 11 180 177 357 5 4 9 2:00 183 179 362 -> J 7 10 20 3 183 386 10 8 18 177 168 34 5 o 6 9 183 185 368 6 3 9 3 : 00 208 168 376 4 1 5 254 176 430 7 4 11 254 191 445 4 4 8 347 220 557 4 7 11 4:00, 339 213 552 5 2 7 321 167 4 88 4 6. 10 320 150 470 6 12 18 335 160 4 95 5 16 21 5:00 379 149 528 16 4 8 64 370 205 575 11 50 61 - 368 169 537 28 96 124 318 137 4 55 43 132 175 6:00 255 128 383 4 6 186 232 230 119 3 4 9 87 263 350 180 103 o o •:> Zo D 135 ^ y "z? 508 153 94 2 4 7 14 3 389 532 7:00 110 73 183 137 368 505 115 62 177 180 414 594 96 52 148 225 431 656 82 42 124 192 472 66 4 8 : 00 67 44 111 144 321 465 66 46 11-2 147 279 426 55 31 85 104 235 3 39 45 43 88 143 20 2 345 9 ; 00 52 42 9 4 162 1 6 3 325 56 30 85 131 156 287 46 36 82 148 155 303 -• 50 53 103 141 160 301 10:00 50 52 102 148 168 316 50 27 77 177 123 300 31 32 63 145 155 300 26 20 4 6 144 178 322 11 :00 23 27 50 175 171 346 41 16 57 176 171 347 30 14 44 202 186 388 43 12 55 A M PH STREET: LOCATION: 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, C A PALOHAR AIRPORT RD E/O MELROSE 2 of 8 D A I 02-28-89 TIME 12:00 1 : 00 2:00 3:00 4 : 00 5 : 00 6 : 00 7 : 00 8 : 00 9:00 10:0 0 11:00 12:00 1:00 2 : 00 3:00 4:00 5 : 00 6:00 7 : 00 8 : 00 9:00 10:00 11:00 12:00 EAST BOUND 7 3 26 21 21 19 6 0 311 685 5 8'7 58 4 511 597 828 694 7 46 1 . 06 3 1,315 1 ,435 818 403 233 2-0 4 157 11,728 WEST BOUND 2 4 25 12 210 954 1,602 1,307 675 5 U D 705 702 793 715 690 660 -144 229 164 161 131 69 11,698 T 0 T A L 109 50 46 4 6 270 1,265 2,287 1 ,894 1,260 1,217 1,403 1 ,530 1,487 1,461 1,818 2 , 0 0 5 ,095 632 397 -365 288 206 23,426 3 of 8 4- 12:00 1: 00 2 : 00 3:00 4 : 00 5:00 6 ; 00 7:00 8 : 00 9 ; 00 10 : O'O 1:00 12:00 1:0 0 2 : 00 3:00 4 : 00 5 : 00 6 : 00 7 : 00 8 : 00 9 : 00 10 : 00 1:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFICSTUDIES NEWPORT BEACH, CA. STREET: PALOMAR AIRPORT RD LOCATION: E/0 MELROSE DATE: 02-28-89 DIRECTIONAL VOLUME * * * 2 0 9 * * 5 0 ' * 46 * 33 * 46 ****** 270 AAAAAAAAAAAAAAAAAAAAAAAAAA ^ 265 A A AAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAAAA 2>287 A A: AAAAAAAAAAAAAAAAA A AAAAAAA AAAAAAAA A AA 8*^4 AAAAAAAAAAAAAAAAAAA* A AAAAA 260 AAA A rf: A AAAAA** A A A- AAAAAAAAA ^ 217 AAA* A AAAAAAAAA A AAAAAAAAAA A AAA ^ 4 0"^ AAAAAAAAA A AAAAA AAAAAAAAAAAAAAAA ^ 5'^0 AAAAAAA* A AAA* A AAAAA A A AAAAAAA A A ^ 487 1,461 ************************ 2 818 ******** 2,005 ****************************************** 2,095 ******** 2,262 * * 632 397 365 288 * * * * 206 AAAAAAAA**AAAA*AAAAAAAAAAArf. AAA A A A A A A; A A A rf: **AA*AAA AAAAAA AA AAAAAAAA* A **A***A* AAAAAAAAAAA AAAAAAAA rfCAAA**** ****** 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: PALOMAR AIRPORT RD LOCATION: E/O MELROSE DATE: 02-2 AM PEAK -10 UR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 7:30AM 0 7 ; 15 A M 0 7:45AM 180 225 192 144 368 414 4 31 472 6 56 66 4 4 65 4 26 PEAK HOUR TOTAL 741 1,685 2 ,211 PEAK HOUR FACTOR PERCENT OF DIRECTION PERCENT OF TOTAL 0 .82 6 .32 3 .16 0 . 89 14.40 7 .19 0 .83 9.44 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 11:45AM 12:45PM 01 : OOPH 202 207 2 20 229 184 209 219 188 3 88 391 351 357 PEAK HOUR TOTAL 858 800 1,487 PEAK HOUR FACTOR PERCENT OF DIRECTION PERCENT OF TOTAL 0.94 7.32 3 .66 0.91 6 .84 3.42 0 . 95 6.35 PM PEAK HOUR ANALYSIS EASTBOUND WESTS OUND TOTAL HOUR BEGINNING 04:45PM 03 : 15PH 0 4 : 4 5 P M 335 379 370 368 176 191 • 220 213 4 95 528 575 53 7 PEAK HOUR TOTAL 1,452 : 800 2,135 PEAK HOUR FACTOR PERCENT OF DIRECTION PERCENT OF TOTAL 0 . 96 12.38 6.20 0.91 6 .84 3.42 0.93 9.11 DIRECTIONAL SPLIT 50.06 49.94 NEWPORT TRAFFIC STUDIES 5 of 8 15 MINUTE COUNTS STREET PALOMAR AIRPORT RD LOCATI0N:E/0 MELROSE DATE 0 3 -01-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND. BOUND BOUND BOUND 27 9 • 36 12 : 00 209 153 362 2 0 6 26 191 184 375 21 9 30 180 179 359 10 3 13 156 179 3 35 12 3 15 1 : 00 153 203 355 6 6 12 180 158 338 0 T> 5 14 157 185 34 2 11 6 17 149 175 3 24 5 • 1 6 2 : 00 186 190 376 2 1 3 168 147 315 3 5 8 198 16 4 352 2 2 4 203 156 359 6 5 11 3 : 00 254 176 430 i 6 272 172 444 0 6 6 361 22 6 587 6 -1 13 314 158 4 72 8 • 5 13 4:00 349 163 512 10 9 19 286 165 4 51 7 17 2 4 382 212 594 13 26 39 333 174 507 17 40 • 57 5 : 00 373 176 54 9 22 5 4 76 393 174 567 26 105 131 348 148 496 35 132 167 23 3 138 371 72 214 .286 6 : 00 229 99 328 92 27 5 367 164 102 266 145 398 543 163 106 2 59 109 4 03 512 136 74 210 171 361 532 7 : 00 114 6 3 177 172 391 563 94 5 5 149 200 446 646 86 57 14 3 165 4 29 59 4 68 5 7 125 184 316 500 8:00 89 4 4 133 151 247 398 62 52 114 139 191 330 62 4 3 105 122 202 324 62 50 112 132 • 165 297 9:00 70 5 0 120 156 148 304 62 34 96 111 180 291 56 48 104 155 183 338 -• 38 43 81 160 168 328 10:00 41 35 76 138 174 312 41 27 68 154 166 320 32 21 53 143 147 290 22 25 47 141 155 296 11:00 54 17 71 180 147 327 3 3 22 55 193 143 335 35 10 4 5 217 161 378 15 12 27 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: PALOHAR AIRPORT RD LOCAT^ION: E/0 MELROSE DATE: 0 3-01-8' # AM TIHE EAST ! BOUND 1 WEST 1 BOUND 1 TOTAL .1. 2 : 0 0 EAST ! BOUND 1 WEST 1 BOUND 1 TOTAL .1. 2 : 0 0 7 8 ; 27 10 5 1:00 7 8 ; 27 10 5 1:00 38 20 5 8 2 : 00 38 20 5 8 2 : 00 12 9 21 3 : 0 0 12 9 21 3 : 0 0 15 21 36 4:00 15 21 36 4:00 38 57 95 5 ; 0 0 38 57 95 5 ; 0 0 100 331 431 6 : 00 100 331 431 6 : 00 418 1,290 1 ,708 7 :: 0 0 418 1,290 1 ,708 7 :: 0 0 708 1,527 2,335 8 : 00 708 1,527 2,335 8 : 00 596 956 1 ,552 9 :,00 596 956 1 ,552 9 :,00 554 676 1,230 10:00 554 676 1,230 10:00 595 655 1,250 11:00 595 655 1,250 11:00 731 606 1,33 7 12:00 731 606 1,33 7 12:00 736 695 1,431 1 : 0 0 736 695 1,431 1 : 0 0 639 721 1 ,36 0 2i- 00 639 721 1 ,36 0 2i- 00 755 657 1,412 3:00 755 657 1,412 3:00 1 2 01 732 1,933 4:00 1 2 01 732 1,933 4:00 1,350 71 4 2,064 5:00 1,350 71 4 2,064 5:00 1,347 636 1 ,983 6 J 00 1,347 636 1 ,983 6 J 00 692 381 1,073 7 : 00 692 381 1,073 7 : 00 362 232 594 8 : 00 362 232 594 8 : 00 275 189 484 9 : 00 275 189 484 9 : 00 2:2 5 175 401 10:00 2:2 5 175 401 10:00 136 ; 108 244 11:00 136 ; 108 244 11:00 i 137 ! 61 1 198 12:00 i 137 ! 61 1 198 12:00 i 11,739 1 11,576 1 23,315 i 11,739 1 11,576 1 23,315 7 of 8 9 : 00 0 : 00 11:00 12:00 1:00 2:00 3:00 4 : 00 5:00 5 : 00 7 : 00 8:00 9:00 10:00 1:00 12:00 TOTAL VOLUME PLOT lEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 12:00 1:00 2:00 3 : 00 4 : 00 5:00 6:00^ 7 : 00 8 : 00 STREET: PALOMAR AIRPORT RD LOCATION: E/0 MELROSE 105 * 21 * 36 95 AA AAAAAAA 431 AAAAAA A*A*******AA*AAAAAAAAAAAA*AAA -j^ 708 AA*A*AAA*AAAA******AA*AAAAAAAA*AAAA*********AA* 2,335 AAAAAAAA*** A ******************** 552 AAAAAAAAAAAAAAAAAAAAAAAAA 2'^0 AAAAAAAAAAAAAAAAA 1250 1 , 33 7 1 ,431 AAAAAAAA* A AAA A AAAAA 2^ '^6 0 *A:*AAAA*****A*****AAA* AAAAAAA 412 AAAAAAAAAAAAA A A******A*AAAAAAAAAAAA*AAA 1,933 AAAAAAA*AA:AA****AAAAAA**A***A*A**AAA*AA**A 25064 A A: AAA*** AAAAAAAAAAAAAAAAAAAAAAAAA: A A; A A. AAA 1,983 AAAA AAAA************** ^ 073 ************ 594 rf:A**AA*A** AAAAAAA** 401 ***** 2 4 4 198 DATE : • 03-01-89 DIRECTIONAL VOLUME AAAAAAA* A A A: AAAAAAAA A AAAAA* ****** AAA AAAAAAAAAAAAAAA*** A AAAAA A AAAA AAAAAAA: A A * * * * 500 1000 1500 2000 VEHICLES / HOUR 2500 8 of 8 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES •' STREET: PALOHAR AIRPORT RD 3-01-89 LOCATION: E/0 MELROSE DATE: 0 3-01-89 AM PEAK HOUR ANALYSIS EASTBOUND W E S T B 0 U N 0 TOTAL HOUR BEGINNING 0 7 ; 15 A M 0 7 : 0 0 A H 0 7:30AM 172 361 64 6 2 0 0 391 594 165 4 4 6 500 184 429 398 PEAK HOUR TOTAL 721 1,627 2 ,13 8 P-EAK HOUR FACTOR 0 .90 0.91 0 .83 PERCENT OF DIRECTION 6.14 14.05 9 .17 PERCENT OF TOTAL 3 .09 6 .98 9 .17 NOON PEAK HOUR ANALYSIS . E ASTBOUND W E S T B 0 U N D TOTAL HOUR BEGINNING 11:30AM 1 2 : 1 5 P M 01:00PM 193 184 356 217 179 3 38 2 09 179 342 191 203 324 n 1- '• 'J r- 1 : 0 T 1-^ T A : ;•• L. p i\ 1 1 u u K 1 o 1 n L. 810 745 1,360 P ir AK : 1 VJ ^..1 v\ j- A C i OR 0.93 0 .92 0.96 n 1- o c r w T or p. - ri r o T T '• „i r IV o C 1 •: 1 o 1 L- j. fv i. o i j, o i N 6.90 6 .44 PERCENT OF TOTAL 3.47 3 .20 5.83 • PM PEAK H OUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 04:30PM 0 4:30PM 0 4:30PM 382 212 594 333 174 507 373 176 549 393 174 567 PEAK HOUR TOTAL 1,481 • • : 7 3 6 2,217 PEAK HOUR FACTOR 0 .94 0 .87 0 .93 PERCENT OF DIRECTION 12.62 6 .36 PERCENT OF TOTAL 5.3 5 3.16 9.51 DIRECTIONAL SPLIT 5 0.35 49.65 -J ihk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 7 Link Location: Palomar Airport Rd. between EI Fuerte & El Camino Real CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-60 .NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:PALOMAR AIRPORT RD LOCATION;EL FUERTE/EL CAM REA 1 of 8 DATE 02-28-89 AM PM A S T WEST TOTAL TIME EAST W EST TOTAL UND BOU N D B C U N D ' BOUND 13 14 27 12:00 215 149 3 6 4 17 8 2 5 190 14 0 3 3 0 10 7 17 197 164 3 61 27 -i 1 34 156 169 33 5 4 7 11 1:00 149 18 0 329 8 8 2 10 165 188 353 8 8 8 16 161 175 336 2 6 8 151 148 309 5 6 11 2:00 169 158 337 5 6 11 188 170 358 8 6 14 • 153 160 323 2 5 8 188 174 352 5 3 8 3:00 196 167 363 6 0 6 267 151 418 4 4 8 239 191 430 4 6 f 373 201 574 5 6 11 4 : 0 0 293 208 501 5 4 q 318 169 487 -> 5 8 8' 303 139 4 4 2 5 5 8 13 • 395 • 158 5 53 9 18 27 5:00 340 142 4 82 9 . 39 4 8 38 9 197 586 14 48 62 312 153 465 2 5 7 6 102 309 137 4 4 6 43 . 139 182 6:00 2 47 124 371 58 16 5 223 217 • 111 328 101 225 326 163 103 266 129 323 4 5 2 14 7' 90 237 14 2 352 4 94 7:00 103 74 177 137 326 463 105 62 167 18 '8 370 558 91 58 149 214 377 591 85 38 123 196 4 26 622 8 : 00 62 46 108 142 326 468 63 44 107 143 255 398 54 30 8 4 137 226 363 49 43 92 14 9 183 332 9 : 00 45 38 83 138 147 285 54 32 86 112 142 254 4 5 30 75 115 147 262 -• 51 55 106 142 131 273 10:00 51 39 9 0 131 132 263 36 37 . 73 157 120 277 31 26 57 121 147 268 28 2 3 51 14 4 141 285 11:00 17 27 4 4 150 147 297 45 15 60 154 161 315 25 14 4 0 181 156 337 38 11 49 STREET: LOCATION: 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA PALOMAR AIRPORT EL FUERTE/EL CAM RD REA DAT 2 of 8 02-28-89 TIME 12:00 EAST B 0 U N D WEST BOUND TOTAL TIME 12:00 6 7 36 .10 3 1 : 00 6 7 36 .10 3 1 : 00 22 23 45 - 2:00 22 23 45 - 2:00 20 24 44 3:00 20 24 44 3:00 19 10 2 9 4:00 19 10 2 9 4:00 18 23 41 5 : 00 5 : 00 18 23 41 5 : 00 5 : 00 5 8 181 239 5 : 00 5 : 00 3 31 852 1,18 3 7 : 00 8:00 9:00 3 31 852 1,18 3 7 : 00 8:00 9:00 681 1.425 2,106 7 : 00 8:00 9:00 618 1,233 1,851 7 : 00 8:00 9:00 514 619 1,13 3 10:00 11:00 514 619 1,13 3 10:00 11:00 551 530 1,081 10:00 11:00 529 605 1,234 12:00 529 605 1,234 12:00 7 68 635 622 691 1,390 1,327 1 ; 00 7 68 635 622 691 1,390 1,327 2 : 00 7 68 635 622 691 1,390 1,327 2 : 00 708 672 1 , 380 708 672 1 , 380 1,075 710 1,785 4 : 00 1,075 710 1,785 4 : 00 1,309 67 4 1 ,983 5 : 00 1,309 67 4 1 ,983 5 : 00 1 , 350 774 6 2 9 428 1,979 1 ,202 6 : 00 1 , 350 774 6 2 9 428 1,979 1 ,202 7 : 00 1 , 350 774 6 2 9 428 1,979 1 ,202 7 : 00 384 232 616 8 : 00 384 232 616 8 : 00 228 163 391 9:00 228 163 391 9:00 1:9 5 146 155 125 350 2 71 10:00 1:9 5 146 155 125 350 2 71 11 : 00 1:9 5 146 155 125 350 2 71 11 : 00 126 11,227 67 10,729 193 21,956 _ 12:00 126 11,227 67 10,729 193 21,956 _ 126 11,227 67 10,729 193 21,956 _ A H PH 3 of 8 12:00 1: 00 2 : 00 3:00 4:00 5:00 6:00 7:00 8 : 00 9 : 00 J. 0 : 0 0 11:00 12:00 1 : 00 2:00 3 : 00 4 ; 00 5 : 00 5 : 00 7 : 00 8:00 9 : 00 10:00 ^piLl:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: PALOMAR AIRPORT RD LOCATION: EL FUERTE/EL CAM REA 103 DATE: 02-28-89 DIRECTIONAL VOLUME * 4 5 * 44 * 29 * 41 ***** 239 ******.****************** 2 183 ******************************************* 2,106 ************************************** 2 851 *********************** 2 133 ********************** 2 081 ************************* 2 234 **************************** 2 3^0 *************************** 2 32 7' **************************** 2 380 ************************************ 2 78 5 **************************************** 2 983 **************************************** 1,979 **********.*************** 2 202 ************* 616 ******** 391 ******** 350 ****** 271 193 * * A A 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK A.NALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: PALOMAR AIRPORT RD LOCATION: EL FUERTE/EL CAH REA DATE: 02-28-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 7 : 3 0 A H 0 7 : 1 5 A M 0 7:45AM 188 326 591 214 370 62 2 196 .377 468 1 4 2 426 398 PEAK HOUR TOTAL 740 1,499 2,079 PEAK HOUR FACTOR 0.86 0 .88 0 .84 PERCENT OF DIRECTION 6 .59 13.97 PERCENT OF TOTAL 3 .37 6 .83 9.47 -NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND . TOTAL HOUR BEGINNING 11:45AM 12:45PM C1 ; 0 0 P M 181 159 329 215 180 353 190 188 335 197 175 309 PEAK HOUR TOTAL 78 3 712 1,327 PEAK HOUR FACTOR 0.91 0 .95 0.94 PERCENT OF DIRECTION 6.97 6 .64 PERCENT OF TOTAL • 3.5 7 3 .24 6,04 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 4 : 4 5 P H 0 3:30PM 0 4:45PM 395 191 553 3 40 201 482 389 208 586 312 159 465 PEAK HOUR TOTAL 1,436 769 2 ,086 PEAK HOUR FACTOR 0 . 91 0.92 0.89 PERCENT OF DIRECTION 12.79 7.17 PERCENT OF TOTAL 6.54 3.50 9 .50 DIRECTIONAL SPLIT 51.13 48.87 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 5 of 8 STREET:PALOMAR AIRPORT RD LOCATION:EL FUERTE/EL CAM REA DATE 0 3-01-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 20 8 28 12:00 199 164 363 19 5 24 170 167 337 21 3 24 171 188 35 9 8 6 14 150 155 305 11 5 16 . 1 : 00 ' 155 173 32 9 4 4 8 177 180 357 11 2 13 148 165 31 4 6 2 8 145 154 300 5 5 10 2:00 185 162 347 •1 1 1 2 156 135 291 ^. 5 7 210 160 370 1 4 5 198 172 370 6 5 11 3 : 00 259 197 4 56 3 6 9 ' 26 4 178 44 2 0 4 4 387 154 541 5 8 13 269 147 416 7 12 19 4:00 338 199 537 4 27 '.> -1 j -L 2 81 160 441 6 35 41 395 173 568 10 5 3 6 3 349 180 5 29 12 82 9 4 5:00 413 129 5 42 17 135 1 5 2 328 126 454 24 174 19 8 329 107 4 36 32 25 0 282 213 103 316 64 3 3 6 400 6 : 00 219 101 320 112 374 486 158 80 238 133 315 448 147 6 0 207 -1 1 r J, -I. 364 479 121 53 174 175 • 402 577 7:00 118 59 17 7 1 6 4 414 578 77 5 0 127 193 291 484 85 4 8 13 3 170 265 435 • 69 47 116 17 5 188 • 363 8:00 81 4 3 124 • 136 186 322 61 44 105 143 157 300 53 49 102 154 145 299 61 36 97 131 156 287 9:00 . 68 49 117 138 166 304 52 39 91 112 158 27 0 51 37 88 146 15 3 . 299 -• 39 31 70 152 147 299 10:00 44 20 6 4 139 139 278 28 24 5 2 141 146 287 29 17 4 6 129 142 271 23 17 40 155 138 293 11:00 51 14 6 5 177 145 322 32 11 43 170 125 296 23 7 3 0 223 172 395 15 6 21 AM PH STREET : LOCATION: " 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA PALOMAR AIRPORT RD EL FUERTE/EL CAM REA 6 of 8 TIME 12 0 0 00 2 00 3 00 4 ; 00 5 ;: 00 7 : 00 8 : 00 9:00 10:0 0 11:00 12:00 1 : 00 : 2 : GO 3 ; 0 0 4 ; 00 c: : 00 6 : 00 •7 / . n - , Ll U 8 :00 9 : 00 10 : 00 11 : 00 12 :00 EAST B 0 U N D 68 9 14 27 85 424 702 608 561 72 5 690 627 1,17 9 1,-^63 1J 2 8 J 645 3 4'9 255 2-10 124 121 11,378 WEST B 0 U N D 22 13 ib 73 127 641 1,389 1 ,372 6 7 6 633 574 5 81 67 4 673 676 712 465 204 172 155 7 8. DATE: 03-01-89 TOTAL 90 4 5 24 10,837 15 4 726 1,813 2,074 1,284 1,16 0 1 ,135 1,305 1,364 1 ,300 1,378 1,855 2 ,075 1,748 939 .J D u 428 '366 202 159 2 2,215 7 of 8 12:00 1:00 2:00 3 : 00 4 : 00 5 : 00 6:00 7 : 00 8 : 00 9:00 ^0:00 11:00 12:00 1:00 2:00 3 : 00 4 : 00 5 : 00 6 : 00 7 : 00 8:00 9:00 • 10:00 11:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: PALOMAR AIRPORT RD LOCATION: EL FUERTE/EL CAM REA DATE: 0 3-01-89 DIRECTIONAL VOLUME * * 9 0 * 45 * 24 * 37. **** 25 4 *************** 725 ,.,****.******************************* 1,813 *****************************************'' 2,074 ************************** 1,284 ************************ 1,160 *********************** 1,135 *************************** 1,306' **************************** 1,364 *************************** 1,300 ^. *************************** 1,378 ************************************** 1,855 **************************** 2,075 ************** * * * * * ************** ************ 1,748 ******************* 939 ************ 553 ********* 428 ******** * * * * * 202 * * * * 259 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: PALOMAR AIRPORT RD LOCATION: EL FUERTE/EL CAM REA DATE: 03-01-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 7:00AM 0 6:30AM 0 7 : 0 0 A H 175 315 57 7 164 364 • 5 7 8 193 402 4 84 170 414 435 PEAK HOUR TOTAL 702 1 ,495 2,074 PEAK HOUR FACTOR 0 .91 0.90 0 . 90 PERCENT OF DIRECTION 6 .17 13.80 9 . 34 PERCENT OF TOTAL 3.15 6.73 9 . 34 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 11:15AM 12:30PM 01:00PM 177 188 329 170 155 357 223 173 314 199 180 300 PEAK HOUR TOTAL 769 6 9 6 1,300 PEAK HOUI": FACTOR 0.86 0 .93 • 0.91 PERCENT OF DIRECTION 6.7 6 6 .42 PERCENT OF TOTAL 3 .46 3.13 . 5 .85 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 4 : 3 0 P H 0 4:00PM 04 : 30PH 395 199 568 349 160 529 413 173 542 328 180 454 PEAK HOUR TOTAL 1,485 712 2,093 PEAK HOUR FACTOR 0 . 90 0 .89 0.92 PERCENT OF DIRECTION 13.05 6 .57 9 . 42 PERCENT OF TOTAL 6 .68 3 .21 9 . 42 DIRECTIONAL SPLIT 51.22 48.78 -J ;hk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 8 Link Location: Palomar Airport Rd. between Camino Vida Roble & College Blvd. CONTENT PAGE Day 115 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-69 NEWPORT TRAFFIC STUDIES 15 HINUTE COUNTS- STREET:PALOMAR AIRPORT RD L0CATI0N:C0LLE6E/CAM VIDA ROB 1 of 8 DATE 02-28-8 9 AM PM A S T WEST TOTAL T IHE EAST W EST TOTAL UND BOUND BOUN.D BOUND 20 13 33 12:00 162 199 361 Q 10 19 168 228 396 6 Q 15 155 178 333 3 27 30 174 181 355 5 13 18 1:00 201 15 2 353 5 3 9 218 148 366 4 5 9 211 150 361 n 4 4 171 181 352 5 ' 3 9 2:00 202 147 349 2 9 11 172 141 313 3 5 8 197 152 359 6 . 5 11 176 171 34 7 3 2 5 3 : 00 162 169 331 4 5 9 152 203 365 5 5 11 190 203 393 1 4 5 207 318 525 7 2 9 4:00 181 2 20 4 01 5 5 10 202 267 469 0 7 7 169 195 36 4 11 11 22 189 299 488 13 8 21 5 : 00 164 213 377 17 24 41 153 373 526 2 2 24 4 6 170 234 40 4 38 38 76 153 2 29 382 55 55 130 6 : 00 134 146 280 7 7 91 158 117 133 250 131 8 4 215 106 134 24 0 201 134 3 35 90 101 191 273 137 410 7:00 70 7 9 14 9 175 145 320 68 80 14 8 248 153 401 53 51 104 291 148 439 4 6 57 103 333 • 136 469 8 : 00 4 9 3 4 83 231 156 ' 387 43 54 97 200 135 335 39 48 87 206 ' 140 346 38 37 7 5 168 143 311 9 : 00 35 3 6 71 152 152 304 49 42 91 137 132 269 45 33 7 8 168 131 299 -• 37 38 75 151 129 280 10:00 36 33 6 9 15 4 152 306 18 29 47 145 137 282 24 27 51 156 112 268 20 23 43 140 159 299 11:00 16 23 3 9 143 162 305 17 22 39 178 170 348 16 9 25 164 , 172 336 17 27 44 STREET : LOCATION 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA PALOHAR AIRPORT RD COLLEGE/CAM VIDA ROB 2 of 8 AM PM TIME 12 00 1 00 2 00 0 0 4 00 5:00 6:00 7:00 8 : 00 9 : 00 10:00 11:00 12:00 1: 00 2:00 3:00 4:00 5 : 0 0 6 : 00 7 : 00 8 : 00 9 : 00 10:00 11:00 12:00 EAST BOUND 38 15 17 14 23 9 0 474 987 970 625 606 625 6 59 801 747 721 741 6 4 0 447 237 169 1:6 6 98 6 5 9,976 WEST BOUND 5 9 22 16 2 5 94 3 74 583 56 7 5 58 530 66 3 7 86 6 31 621 893 981 1,049 • 514 267 173 149 112 81 9 ,773 DATE: 02-28-89 TOTAL 97 4 0 30 184 8 48 1 , 5 7 0 1 ^ ' 1,18 3 1,136 1 ,288 1 , 4 4 5 1,432 1,368 1,614 1,722 .1 , 6 8 9 961 50 4 34 2 • 315 210 147 19,749 3 of 8 12:00 1 : 00 2 : 00 3 : 00 4 : 00 5 : 00 6 : 00 7:00 8:00 9:00 |0 : 00 11:00 12:00 1 : 0 0 2 : 00 3 ; 0 0 4:00 5:00 6 : 00 7:00 8 t 00 9 : 00 10:00 1:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: ' PALOHAR AIRPORT RD LOCATION: COLLEGE/CAM VIDA ROB 9 7 * 40 39 * 30 *• 4 8 * * * * 18 4 rf: AAAAA.A AAAAAAA AAA A A AAA* rf A A AAAA* A A AAAAAAAAAAAAAAAA ^ ^7Q A A, AAAAA A AAA*** A AAAAA AAA A. AAAAAAA 537 AAA rf: AAAAAAA A. *AA**AAAAAAA '^8 3 A A A A A A A A A A y * • A A A A A A A A A A A -| '\ X^) A :i-. rf: AAA AAAAAAAAA A- AAAAAAAAAA 28 8 AArf: AAAAAAAAAAAAAAAAAAAAAAAAAA 445 AAA AAA- A-*; AAAAAAAA A AAA A AAAAAAAA 432 AAA A. AAAAAAAAAAAAA* A A AAAAAAAA -j^ 3 68 Arf:AAAAA*Arf:A*A-AAArf:AAAAAAAAAAAA***A 614 AAA A. A AA:*:rf, AAAAA AA**AAA***AAAAAAAA ^ 722 AAAAAAAAAAAAA* A AAAAA AAAAAAAAAAAAA* -j 689 AAA*AAAA*A**AAA***AA 961 AAAAAAAAAA* ^Q4 * AAAAA* 342 ******* 325 AAAAA 210 *** 247 DATE: 02-28-8 9 DIRECTIONAL V 0 L U M E 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: PALOMAR AIRPORT RD LOCATION: COLLEGE/CAM VIDA ROB DATE: 02-28-8 9 4 of 8 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 7:30AM 07:30AH 10:00AM 248 153 280 291 148 30 6 333 135 282 231 156 258 PEAK HOUR TOTAL 1,103 593 1,13 6 PEAK HOUR FACTOR 0 .83 0 .95 0 .93 PERCENT OF DIRECTION 11.06 5 .07 PERCENT OF TOTAL 5.5 9 3. 00 5. 75 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 12:45PM 1 2 : 0 0 P H 01:00PM 174 199 353 201 228 366 218 178 361 211 181 352 PEAK HOUR TOTAL 8 04 786 1,432 PEAK HOUR FACTOR 0 . 92 0 . 86 0 .98 PERCENT OF DIRECTION 8.06 8.0 4 PERCENT OF TOTAL 4.07 3 . 98 7.25 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 03 : 30PH 04:45PH 0 4:45PM 190 299 488 207 213 377 181 373 526 202 234 404 PEAK HOUR TOTAL 780 1,119 1,795^ PEAK HOUR FACTOR 0.94 0.75 0.85 PERCENT OF DIRECTION 7.82 11.45 9 .09 PERCENT OF TOTAL 3.95 5.67 9 .09 DIRECTIONAL SPLIT 50.51 49.49 5 of 8 15 MINUTE COUNTS STREET : PALOMAR AIRPORT RD LOCATION:COLLEGE/CAM VIDA ROB DATE 03-01-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND B 0 U N D 16 -? / ^. -J 12:00 183 191 37 4 8 2 6 181 151 3 32 6 Q 15 189 152 341 8 9 1? 2.1.1 162 373 6 1 ? 1 : 00 187 155 34 2 5 -J 12 193 156 359 1 2 -> 178 163 34 1 3 2 :> 155 155 311 2 6 8 2:00 176 156 •~i J o / 5 2 7 165 167 33 3 2 3 c 171 164 335 5 8 14 18 0 225 4 05 3 4 7 3 ; 00 162 209 371 4 5 9 206 295 501 4 5 9 188 231 419 3 6 187 239 4 26 J 13 16 4:00 197 192 389 10 7 17 174 32 7 • 501 21 15 37 170 244 4 1 4 22 10 • 195 357 5 5 2 2 7 2 2 49 5 : 00 169 251 4 2 0 3 b 3 7 72 137 209 346 6 4 5 6 12 0 12 4 141 26 5 91 73 164 114 162 2 76 13 7 92 229 6:00 98 96 19 4 215 145 3 60 89 97 18 5 24 4 128 o -> --> J / / 90 9 0 180 188 157 345 77 79 156 240 130 3 70 7 : 00 59 5 0 119 285 174 4 59 69 5 5 124 314 131 , ^14 5 53 58 111 251 152 403 47 54 101 200 151 351 8:00 42 4 4 85 187 148 335 38 49 87 178 135 313 47 43 9 0 170 141 311 46 56 102 155 122 277 9:00 44 39 83 152 155 308 40 3 7 77 159 144 303 34 30 6 4 172 134 306 -31 27 58 130 135 266 10:00 25 27 5 2 151 162 313 27 17 44 139 164 303 22 14 36 160 181 341 21 22 43 166 164 330 11 :00 20 15 tJ -J 159 194 353 1 4 31 45 154 208 362 11 15 26 152 219 3 7'1 10 11 21 A M PM STREET: LOCATION 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA PALOMAR AIRPORT RD COLLEGE/CAM VIDA ROB 6 of 8 TIME 1 n o 4 U Ll 2 00 3 0 0 4 otr 5:00 6:00 7 0 0 B : 00 9 00 • 10 00 11 0 0 12 0 0 1 0 0 00 3:00 4 0 0 5;: 00 6 00 7 00 8 00 9 00 10 00 11 00 12 00 EAST BOUND 15 5 6 217 7 3 4 09 0 735 580 631 764 D y .0 735 5 4 4 354 22 8 1-4 9 95 55 10,060 WEST B 0 U N D 51 . 12 19 17 45 188 .22 i87 555 656 640 712 974 1,120 763 362 227 192 133 80 72 9 ,932 DATE: 03-01-89 TOTAL 89 Z i 31 10 2 405 1,305 1,677 1,310 1,19 4 1 ,223 1 , 4.1 6 1 , 4 2 0 1 ,405 1,717 1,856 1,307 716 455 365 28 2 175 127 19,992 7 of 8 12:00 1:00 2:00 3 : 00 4:00 5 : 00 6:00 7 : 00 8 : 00 9 : 00 m 0 : 00 11:00 12:00 1 : 00 2:00 3:00 4 : 00 5:00 6 : 00 7 : 00 8 : 00 9 : 00 10:00 1 : 00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: PALOMAR AIRPORT RD LOCATION: COLLEGE/CAM VIDA ROB DATE: 03-01-89 DIRECTIONAL VOLUME 8 9 * 27 34 * 31 * * * 102 AAAAAAAAA 405 *AA***.****A*******A**AAAAAA ^06 **AA*AA***************A*AAAAAAA*** 677 AAA*A****************AAAAAA 2 310 A. AA**AAAA*AA*AAA***A AA** ^ 1Q4 A rf: AAAAAAAAAAAAAAAA AAAAAAA -j ^9"^ *Arf:AA*AAAArfAA*AAAAAAAAAAAAAAA 416 rf. A. AAA A AAAAA* AAA* A A AAAAAAAAAAA -j^ 420 A rf: A A A :': rf: A A A A A A A A * A * A A A: rf; A A * A A A ^ 3 5 3 A**AAAAAAA***A**A**AAA**AAAA* ^ 405 A AAAAAAA A AAAAAAAAAAAAAAAAAAAAAAAAAA ^ 717 AAA***AA**********AAA A. A*AAAA*A**AAAAAA lj856 AAA AAAAAAAA AAAAAAAAAAAAAAAA -j^ '^Cl7 AAA*** A. ** ****** 716 AAAAAAAAAA /j^^ AAAAAAA* ****** 282 175 127 * * A * 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: PALOHAR AIRPORT RD LOCATION: COLLEGE/CAM VIDA ROB DATE: 03-01-8 9 8 of 8 AH PEAK HOUR ANALYSIS 0 EASTBOUND WESTBOUND • TOTAL HOUR BEGINNING 0 7 : 0 0 A H 10:00AM 10 : 0 0 A H 240 136 266 285 162 313 314 154 303 251 181 341 PEAK HOUR TOTAL 1,090 54 3 1,223 PEAK HOUR FACTOR 0.87 0.89 0 .90 PERCENT OF DIRECTION 10.83, 6 .47 PERCENT OF TOTAL 5.45 3 .22 6 .12 NOON PEAK HOUR ANALYSIS EASTBOUND W E S T B 0 U N D TOTAL LC-R BEGINNING 12:30PM 11:15AM ^ 01: 0 0 P M 189 194 34 2 211 208 359 187 /' 1 'ri 341 193 191 311 PEAK HOUR TOTAL 780 812 1 ,353 PEAK HOUR FACTOR 0 .92 0.93 0.94 PERCENT OF DIRECTION 7 .75 8.18 PERCENT OF TOTAL 3.90 4.06 6.77 PM P E A K HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 3:15PM 0 4 : 1 5 P H 0 4 : 15 P H 206 32 7 501 188 244 414 • 187 357 552 197 251 4 2 0 PEAK HOUR TOTAL 778 : 1,17 9 i , 8 8 7 PEAK HOUR FACTOR 0.94 0 .83 0.85 PERCENT OF DIRECTION 7.73 11.87 9 .44 PERCENT OF TOTAL 3 .89 5 .90 9 .44 DIRECTIONAL SPLIT 50.32 49.68 0 -J hk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 9 Link Location: Carlsbad Blvd. between Oceanside City Limit & State St. CONTENT PAGE Day 115 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-78 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 STREET.-CARLSBAD BLVD • LOCATION rOCEANSIDE CL/STATE DATE 02-28-89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH TOTAL BOUND BOUND BOUND BOUND 10 12 22 12 :00 151 175 326 13 14 27 160 174 334 9 19 28 161 191 352 7 15 22 166 186 352 7 9 16 1:00 168 168 336 5 11 16 186 185 371 17 5 22 150 198 348 5 7 12 143 173 316 6 8 14 2:00 155 166 321 4 5 9 138 157 295 2 12 14 181 160 341 2 6 8 163 169 332 2 4 6 3 :00 207 196 403 6 2 8 156 153 309 1 6 7 185 150 335 1 2 3 179 181 360 7 5 12 4:00 164 205 369 8 3 11 168 171 339 7 1 8 218 169 387 7 7 14 168 174 342 15 8 23 5:00 174 189 363 20 10 30 150 155 305 34 10 44 113 187 300 34 20 54 87 164 251 57 28 85 6:00 74 124 198 54 4 9 103 86 139 225 55 75 131 79 105 184 70 92 162 63 99 162 66 84 150 7: 0 0 60 76 136 74 94 168 64 76 140 83 119 202 65 87 152 99 112 211 42 65 107 73 157 230 8:00 47 58 105 84 140 224 44 72 116 96 119 215 54 59 113 114 136 250 37 68 105 93 121 214 9:00 34 46 80 110 124 234 37 55 92 142 122 264 40 58 98 108 136 244 34 41 75 124 137 261 : 10:00 22 46 68 125 127 252 32 30 62 137 146 283 26 37 63 143 147 290 27 42 69 140 169 309 11:00 20 26 46 152 163 315 14 24 38 151 158 309 16 23 39 158 161 319 13 10 23 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET : LOCATION : CARLSBAD BLVD OCEANSIDE CL/STATE DATE: 02-28-89 .TIME NORTH BOUND SOUTH BOUND TOTAL 12:00 NORTH BOUND SOUTH BOUND TOTAL 12:00 39 60 99 1:00 39 60 99 1:00 34 32 66 2:00 34 32 66 2:00 14 31 45 3:00 14 31 45 3:00 •10 14 24 4 :00 •10 14 24 4 :00 29 16 45 5:00 29 16 45 5:00 103 48 151 6:00 103 48 151 6:00 237 244 481 7:00 237 244 481 7:00 322 409 731 8:00 322 409 731 8:00 367 552 919 9:00 367 552 919 9:00 453 503 956 10:00 453 503 956 10:00 529 557 1,086 11:00 529 557 1,086 11:00 601 651 1,252 12:00 601 651 1,252 12:00 638 726 1,364 , 1:00 638 726 1,364 , 1:00 647 724 1,371 2:00 647 724 1,371 2:00 637 652 1,289 3:00 637 652 1,289 3:00 727 680 1,407 4 :00 727 680 1,407 4 :00 718 719 1,437 5:00 718 719 1,437 5:00 524 695 1,219 6:00 524 695 1,219 6:00 302 4 67 769 7:00 302 4 67 769 7:00 231 304 ! 535 8:00 231 304 ! 535 8:00 182 257 I 439 9:00 182 257 I 439 9:00 145 200 345 10:00 145 200 345 10:00 107 155 ! 262 11:00 107 155 ! 262 11:00 63 83 1 146 12:00 63 83 1 146 12:00 . 7,659 I 8,779 1 16,438 . 7,659 I 8,779 1 16,438 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: CARLSBAD BLVD LOCATION: OCEANSIDE CL/STATE 3 of 8 DATE: 02-28-89 DIRECTIONAL VOLUME 12:00 1:00 2:00 3 : 00 4 : 00 5:00 6:00 7:00 8:00 9:00 10:00 |11:00 12:00 1:00 2:00 3:00 4 :00 5 : 00 6:00 7:00 8:00 9:00 10:00 11:00 *12:00 * * 99 * * 66 * 45 * 24 * 45 151 ********** 481 ***** 731 919 956 1,086 ****************** 2 252 **************************** 2 364 ***************************,* 2 371 ************************** 289 ***************************** 2 407 ***************************** 2 437 ************************* 219 **************** 769 535 * 439 345 262 146 ********** ******************* ******************** ********************** ******** *********** ******** ******* ***** 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: CARLSBAD BLVD LOCATION: OCEANSIDE CL/STATE DATE: 02-28-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 10:00AM 10:00AM 10:00AM 124 137 261 125 127 252 137 146 283 143 147 290 PEAK HOUR TOTAL 529 557 1,086 PEAK HOUR FACTOR 0.92 0.95 0.94 PERCENT OF DIRECTION 6.91 6 .34 PERCENT OF TOTAL 3.22 3. 39 6.61 NOON -PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 12:30PM 12:45PM 01:OOPM 161 186 336 166 168 371 168 185 348 186 198 316 PEAK HOUR TOTAL 681 737 1,371 PEAK HOUR FACTOR 0.92 0.93 0.92 PERCENT OF DIRECTION 8.89 8.40 8.34 PERCENT OF TOTAL 4 .14 4 .48 8.34 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 03 : 45PM 03:45PM 03:45PM 179 181 360 164 205 369 168 171 339 218 169 387 PEAK HOUR TOTAL 729 726 1,455 PEAK HOUR FACTOR 0.84 0.89 0.94 PERCENT OF DIRECTION 9.52 8 .27 8.85 PERCENT OF TOTAL 4.43 4 .42 8.85 DIRECTIONAL SPLIT 46.59 53.41 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 5 of 8 STREET:CARLSBAD BLVD LOCATION :OCEANSIDE CL/STATE DATE 03-01-89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH TOTAL BOUND BOUND BOUND BOUND 10 19 29 12 :00 165 188 353 13 8 21 120 202 322 12 2 14 170 166 336 6 10 16 169 174 343 6 2 8 1:00 151 195 346 3 2 5 140 163 303 11 2 13 163 165 328 6 5 11 170 179 349 3 3 6 2 : 00 130 164 294 7 10 17 147 169 316 6 3 9 167 193 360 3 5 8 153 182 335 2 3 5 3:00 177 151 328 6 6 12 207 181 388 5 2 7 175 180 355 5 3 8 159 191 350 4 10 14 4 : 00 166 188 354 3 8 11 192 186 378 6 8 14 217 194 411 6 15 21 186 192 378 15 22 37 5:00 197 167 364 26 33 59 144 165 , 309 33 62 95 136 116 252 56 81 137 124 120 244 58 97 155 6:00 92 93 185 71 85 156 83 107 190 82 97 179 85 99 184 95 108 203 71 89 160 99 127 226 7 : 00 74 82 156 112 141 253 65 77 142 95 112 207 • 62 70 132 104 . 99 203 59 56 115 109 122 231 8:00 44 66 110 103 114 217 66 57 123 114 108 222 69 72 141 120 124 244 34 78 112 116 111 227 9:00 43 58 101 113 142 255 46 38 84 123 130 253 33 45 78 148 145 293 28 38 66 126 151 277 - 10:00 32 42 74 136 153 289 32 35 67 127 138 265 36 24 60 150 151 301 12 19 31 145 147 292 11:00 16 15 31 162 196 358 . 18 17 35 181 157 338 21 18 39 164 168 332 19 11 30 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: CARLSBAD BLVD LOCATION^ OCEANSIDE CL/STATE DATE: 03-01-89 AM PM TIME 1 NORTH ! BOUND 1 SOUTH 1 BOUND 1 TOTAL 12:00 ! NORTH ! BOUND 1 SOUTH 1 BOUND 1 TOTAL 12:00 ! 41 1 39 1 80 1:00 1 41 1 39 1 80 1:00 1 26 ! 11 1 37 2:00 1 26 ! 11 1 37 2:00 1 19 1 21 1 40 3:00 1 19 1 21 1 40 3:00 1 18 1 14 1 32 4:00 ! 18 1 14 1 32 4:00 ! 19 1 41 1 60 5:00 : 19 1 41 1 60 5:00 : 130 I 198 328 6:00 130 I 198 328 6:00 306 ! 387 693 7:00 306 ! 387 693 7:00 410 479 889 8:00 410 479 889 8:00 446 468 914 9:00 446 468 914 9:00 500 528 1 ,028 10:00 500 528 1 ,028 10:00 539 593 1,132 11:00 539 593 1,132 11:00 652 668 1,320 12:00 652 668 1,320 12:00 730 1,354 . 1 :00 730 1,354 . 1 :00 624 702 1,326 2:00 624 702 1,326 2:00 597 708 1,305 3:00 597 708 1,305 3:00 718 703 1,421 4 : 00 718 703 1,421 4 : 00 761 760 1,521 5:00 761 760 1,521 5:00 601 568 1,169 6:00 601 568 1,169 6:00 331 388 ! 719 7:00 331 388 ! 719 7:00 260 285 I 545 8:00 260 285 I 545 8:00 213 273 j 486 9:00 213 273 j 486 9:00 150 1 179 ; 329 10:00 150 1 179 ; 329 10:00 ! 112 1 120 1 232 11:00 ! 112 1 120 1 232 11:00 ! 74 ! 61 135 12:00 ! 74 ! 61 135 12:00 1 8,171 1 8,924 ; 17,095 1 8,171 1 8,924 ; 17,095 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: CARLSBAD BLVD LOCATION: OCEANSIDE CL/STATE 7 of 8 DATE: 03-01-89 DIRECTIONAL VOLUME 12:00 1 :00 2 :00 3:00 4 :00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 1:00 2:00 3:00 • 4 :00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 ***A*********d ****************** ******************* ******* * * 8 0 - - * 37 * 40 * 32 ** 60 ******* 328 693 889 914 ************** 028 *********************** 2 132 *************************** 320 **************************** 2 354 *************************** 326 *************************** 2 305 ***************************** 2 421 ************************ 2 521 ***************** 2 169 719 *********** 545 486 329 232 : **• 135 ******* ******* *************** ********** ******* ***** 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: CARLSBAD BLVD LOCATION: OCEANSIDE CL/STATE AM PEAK HOUR ANALYSIS DATE: 03-01-89 NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 10:00AM 10:00AM 10:00AM 126 151 277 136 153 289 127 138 265 150 151 301 PEAK HOUR TOTAL 539 593 1,132 PEAK HOUR FACTOR 0.90 0.97 0.94 PERCENT OF DIRECTION 6.60 6.65 PERCENT OF TOTAL 3.15 3.47 6.62 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 11:15AM 12:15PM 01:00PM 162 202 346 181 166 303 164 174 328 165 195 349 PEAK HOUR TOTAL 672 737 1,326 PEAK HOUR FACTOR 0.93 • 0.91 0.95 PERCENT OF DIRECTION 8.22 8 . 26 7.76 PERCENT OF TOTAL 3.93 4 .31 7.76 PM PEAK HOUR ANALYSIS NORTHBOUND "SOUTHBOUND TOTAL HOUR BEGINNING 04:15PM 04:00PH 04:15PM 192 188 378 217 186 411 186 194 378 197 192 364 PEAK HOUR TOTAL 792 760 1,531 PEAK HOUR FACTOR 0.91 0.98 0.93 PERCENT OF DIRECTION 9.69 8.52 8.96 PERCENT OF TOTAL 4.63 4.45 8.96 DIRECTIONAL SPLIT 47.80 52.20 NFUPnPT TRAFFI r STIIDTFS jhk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 10 Link Location: Carlsbad Blvd. between Tamarack Ave. &: Cannon Rd. CONTENT PAGE Day 115 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-87 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:CARLSBAD BLVD LOCATION:TAMARACK/CANNON RD 1 of 8 DATE 02-28-8 9 AM PM iRTH SOUTH TOTAL TIME NORTH SOUTH TOTAL UND BOUND BOUND BOU'ND 7 19 26 12 : 00 122 102 224 4 6 10 132 113 245 6 5 11 131 121 252 5 9 14 105 140 245 11 • 8 19 1:00 102 148 2 5 0 5 4 9 119 147 266 8 6 14 131 116 247 4 2 6 109 135 244 4 8 12 2 : 00 90 126 216 6 7 13 100 115 215 4 3 7 ' 119 92 211 7 6 13 115 121 2 36 1 5 6 3 : 00 112 130 242 1 2 o 113 152 265 9 1 10 125 111 2 36 1 3 4 140 137 277 2 0 2 4:00 152 113 2G5 3 2 5 146 97 24 3 1 5 6 113 112 22 5 3 5 9 121 113 234 4 6 10 5 : 00 165 95 261 5 8 13 189 92 281 10 10 20 175 121 2 9 5 13 16 29 144 • 91 235 26 21 47 6 : [ •i 0 87 56 153 33 28 51 69 55 124 53 50 103 80 4 4 12 4 66 111 177 76 55 131 27 88 115 7 : 00 55 51 106 49 102 151 43 40 8 3 74 130 204 34 44 78 7 6 152 228 43 4 2 8 5 72 136 208 8 : 00 27 43 7 0 83 114 197 3 3 25 5 9 65 105 170 30 41 71 79 102 181 3 0 4 6 7 6 8 4 89 173 9:00 28 38 6 6 78 66 144 23 25 4 8 92 76 168 28 29 5 7 8 4 93 177 -28 38 6 6 95 81 176 10:00 32 31 (5 3 69 102 171 24 21 4 b 76 100 176 30 2 3 3 89 8 8 177 17 20 .•• 7 103 120 223 11:00 .18 28 .1 ,' J 98 105 203 9 16 106 99 205 15 14 122 123 245 7 14 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET : LOCATION: CARLSBAD BLVD T A M A RACK/C A N N 0 N R D DATE: 02-28-8 9 TIME NORTH BOUND 22 SOUTH ; BOUND 39 TOTAL 61 12:00 It 00 NORTH BOUND 22 SOUTH ; BOUND 39 TOTAL 61 12:00 It 00 28 20 48 2:00 3 : 00 4 ; 00 28 20 48 2:00 3 : 00 4 ; 00 21 12 24 11 4 5 2 3 2:00 3 : 00 4 ; 00 9 '1 J. Z) 22 5 : 00 9 '1 J. Z) 22 5 : 00 3 2 4 0 72 6:00 7 : 00 3 2 4 0 72 6:00 7 : 00 178 210 388 6:00 7 : 00 225 2 9 9 4 72 457 698 75 6 8 : 00 225 2 9 9 4 72 457 698 75 6 9:00 225 2 9 9 4 72 457 698 75 6 9:00 338 324 5 62 10:0 0 338 324 5 62 10:0 0 3 29 371 7 0 0 11 : 0 0 3 29 371 7 0 0 11 : 0 0 429 44 7 876 12:00 429 44 7 876 12:00 4 90 4 76 965 1 : 00 2 : 00 4 90 4 76 965 1 : 00 2 : 00 461 54 6 1,007 1 : 00 2 : 00 424 454 878 3:00 424 454 878 3:00 490 53 2 6 7 3 5 30 4 35 400 1,020 967 1,073 4:00 490 53 2 6 7 3 5 30 4 35 400 1,020 967 1,073 5 : 00 490 53 2 6 7 3 5 30 4 35 400 1,020 967 1,073 6 : 00 490 53 2 6 7 3 5 30 4 35 400 1,020 967 1,073 6 : 00 312' 220 5 3 2 7:00 312' 220 5 3 2 7:00 175 177 r o -.J 8 : 00 175 177 r o -.J 8 : 00 120 156 2 7 6 9:00 120 156 2 7 6 9:00 1-0 7 130 237 10:00 1-0 7 130 237 10:00 103 95 198 11: 00 103 95 198 11: 00 4 9 5,859 1 72 1 6,119 1 121 1 11,978 12:00 4 9 5,859 1 72 1 6,119 1 121 1 11,978 4 9 5,859 1 72 1 6,119 1 121 1 11,978 AM PM 3 of 8 12:00 1 : 00 2 : 00 3 : 00 4 : 00 5:00 6:00 7 : 00 8:00 9 : 00 ^0:00 11:00 12:00 1 : 00 2 : 00 3 : 00 4 : 00 5 : 00 6 ; 00 7:00 8 : 00 9 : 00 10:00 |l : 00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: CARLSBAD BLVD LOCATION: TAMARACK/CANNON RD DATE: 02-28-89 DIRECTIONAL VOLUHE * * 5 2 * 48 ' 4 5 23 * 22 7 2 ***** 3 g g AAA AAAAAAAAAAAAA* 698 AAAAAAAAAAAAAAAA 755 AAAAAAAAAAAAAA 652 AArf; AAAAAAA A AAAAAAA 876 AAAAAAAAAAAAAAAAAAAA 966 A A AAAAAAA A AAAAAAAA* A A 1,007 A rf. AAAAAAAAAAAA AAAA 878 AAAAAAAAAAAAAA, AAAAAAA ^ AAAAAAAAAAAAAAAAAAAA 967 A: A AAAAA AAAAAAAAAAAAAAA 2 073 AAAAAAAAAAA 532 AAAAAAA* 352 AAAAA* 276 ***** 237 **** 298 * * * 2 21 500 1000 ' 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: CARLSBAD BLVD LOCATION: TAMARACK/CANNON RD DATE; 02-28-89 AH PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 0 9 : 1 5 A H 07:30AM 10:00AM 78 130 175 92 152 171 8 4 136 • 176 95 114 177 PEAK HOUR TOTAL 34 9 532 700 PEAK HOUR FACTOR 0 ,92 0 .88 0 .99 PERCENT OF DIRECTION 5.96 8 .69 PERCENT OF TOTAL 2 .91 4.44 5 .84 N 0 0 N PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND .TOTAL HOUR BEGINNING 11:45AM 1 2 : 3 0 P M 01:00PM 122 121 250 122 140 255 132 148 247 131 147 24 4 PEAK HOUR TOTAL 507 556 1 , 007 PEAK HOUR FACTOR. 0 .96 0 .94 0.95 PERCENT OF DIRECTION 8.65 9.0 9 8.41 PERCENT OF TOTAL 4 .23 4.64 8.41 PM PEAK HOUR ANALYSIS NORTHBOUND SOUT HBOUND TOTAL HOUR BEGINNING 0 5:00PM 0 3:00PM 05:00PM 165 130 261 189 152 281 175 111 29 6 144 137 235 PEAK HOUR TOTAL 67 3 530 1,07 3 PEAK HOUR FACTOR 0.89 0.87 0 .91 PERCENT OF DIRECTION 11.49 8.66 8 .96 PERCENT OF TOTAL 5 ,62 4 .42 8 .96 DIRECTIONAL SPLIT 48.91 51. 09 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 5 of 8 STREET:CARLSBAD BLVD LOCATION; TAMARACK/CANNON RD DATE 03-01-89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH TOTAL BOUND BOUND BOUND BOUND 12 18 30 12:00' 15 2 159 311 14 11 25 137 212 349 10 17 27 143 143 285 6 11 17 127 174 3 01 3 12 15 1:00 114 158 272 7 14 21 156 155 321 12 10 22 144 195 339 2 4 6 122 145 257 7 4 11 2:00 151 181 332 4 3 7 156 157 323 9 4 13 154 161 315 0 5 5 148 '15 4 302 0 -5 J 3 3:00 159 157 316 3 5 8 188 154 342 3 7 10 157 143 310 3 6 185 154 339 2 5 7 4:00 167 2 4 4 311 14 7 21 •2 2 2 176 3 9 8 6 8 14 222 165 387 4 15 19 163 130 29 3 12 10 22 5:00 142 117 25 9 13 14 27 152 121 2 73 26 25 51 95 113 20 8 2 6 35 61 75 82 157 35 40 75 5:00 75 5 5 1 4 2 4 4 •3 8 82 6 0 83 143 5 5 50 105 61 6 0 121 56 61 117 5 2 73 13 5 58 79 137 7 : 0 C '59 57 116 7 5 72 147 5 4 60 114 6 9 72 141 38 58 95 6 3 88 151 55 56 111 9 3 122 215 8 : 00 57 55 113 83 100 183 49 52 101 76 97 173 35 70 105 83 72 155 5 8 6 7 125 90 98 188 9 : 00 37 56 93 9 0 97 187 44 51 95 89 94 183 51 43 94 9 6 9 9 195 -• 39 44 83 96 98 194 10:00 41 57 98 122 126 248 37 57 94 132 118 250 35 44 80 117 120 237 29 30 59 127 131 258 11:00 25 26 51 142 141 283 37 22 59 118 155 273 20 35 55 179 160 339 24 32 55 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: CARLSBAD BLVD LOCATION: TAMARACK/CANNON RD DATE: 03-01-89 AH PM TIME 1 NORTH 1 B 0 U N D SOUTH 1 BOUND 1 TOTAL 12:00 ! NORTH 1 B 0 U N D SOUTH 1 BOUND 1 TOTAL 12:00 ! 42 1 57 1 99 1:00 ; 42 1 57 1 99 1:00 ; 24 1 40 1 6 4 2:00 i 24 1 40 1 6 4 2:00 i 20 : 15 ! 3 6 3 r 00 20 : 15 ! 3 6 3 r 00 9 18 2 7 4:00 9 18 2 7 4:00 26 35 61 5 : 00 26 35 61 5 : 00 7 7 84 161 ' 6 : 00 7 7 84 161 ' 6 : 00 192 189 381 7:00 192 189 381 7:00 265 311 575 8 : 00 265 311 575 8 : 00 335 391 7 25 9:00 335 391 7 25 9:00 365 388 753 10:0 0 365 388 753 10:0 0 457 462 929 11:0 0 457 462 929 11:0 0 556 587 1,15 3 12:00 556 587 1,15 3 12:00 559 588 1 ,247 1 : 00 559 588 1 ,247 1 : 00 536 663 1,19 9 2 : 00 536 663 1,19 9 2 : 00 609 663 1 ,272 3 f 00 609 663 1 ,272 3 f 00 699 608 1,307 4:00 699 608 1,307 4:00 774 615 1,389 5:00 • 774 615 1,389 5:00 • 4 5 4 433 8 9 7 6 : 00 4 5 4 433 8 9 7 6 : 00 259. 282 1 541 7:00 259. 282 1 541 7:00 1 " 206 ; 231 1 437 8; 00 , 1 " 206 ; 231 1 437 8; 00 , 1 . 199 1 245 1 444 9 : 00 1 . 199 1 245 1 444 9 : 00 i 1:71 1 194 1 355 10:00 i 1:71 1 194 1 355 10:00 i 14 3 1' 188 i 331 11:00 i 14 3 1' 188 i 331 11:00 i 106 ; 115 i 2 21 12:00 i 106 ; 115 i 2 21 12:00 i 7,113 ; 7,503 1 14,616 i 7,113 ; 7,503 1 14,616 7 of 8 12:00 1 : 00 2:00 3:00 4 : 00 5:00 5 : 00 7 : 00 8 : 00 9 : 00 10:00 ill : 0 0 12:00 1:00 2 : 00 3 : 00 4:00 5 : 00 6 : 00 7:00 8 : 00 9:00 10:00 ^1:00 "12:00 TOTAL VOLUME PLOT NEWPORTTRAFFIC STUDIES NEWPORT BEACH, CA. STREET: CARLSBAD BLVD LOCATION: TAMARACK/CANNON RD * * qc, * * 6 4 * 36 * 27 * * 61 * * * * 161 AAAAAA AA '^81 AAAAAAAA A: AAA 576 A A AAAAAAAAA** A A 726 753 AAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAAAA 929 ************************ 2 153 ************************* 2 247 * *********'»***********»* 2 199 **:***********.************* 2 272 ******************* AAAAAAAA 1^307 AAA A AAAAAAAAAAA A: A AAA AAAAAAA 2 ^g,^ AAAAAAAAAAAAAAAAA A A: A A AAAAAAA S4l ********* ^"^7 AAAAA**** iij/|4 ******** 355 ******* 331 *A**A 221 897 500 1000 1500 2000 VEHICLES / HOUR DATE: 03-01-89 DIRECTIONAL VOLUME 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: CARLSBAD BLVD LOCATION: TAMARACK/CANNON RD DATE: 03-01-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND T 0 T A L HOUR BEGINNING 10:00AM 10:00AM 10:00AM 96 98 194 122 126 248 132 118 250 117 120 237 PEAK HOUR TOTAL 467 4 62 929 PEAK HOUR FACTOR 0.88 0 .92 0.93 PERCENT OF DIRECTION 6.57 6 .15 PERCENT OF TOTAL 3 . 20 3.16 6 .36 N OON PEAK HOUR ANALYSIS N 0 R T H B 0 U N D SOUTHBOUND TOTA L HOUR BEGINNING 11:45AM 12:45PM 01:00PM 179 174 272 152 158 321 137 165 339 143 195 267 PEAK HOUR TOTAL 611 692 1,19 9 PEAK HOUR FACTOR 0.85 0 .89 0 .88 PERCENT OF DIRECTION 8.59 9.22. PERCENT OF TOTAL 4 .18 4.73 8 .20 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 0 3:45PM 0 2:00PM 03 : 45PM 185 181 339 167 167 311 222 161 398 222 154 387 PEAK HOUR TOTAL 796 663 1,435 PEAK HOUR FACTOR 0 .90 0.92 0.90 PERCENT OF DIRECTION 11.19 8.84 PERCENT OF TOTAL 5 .45 4.54 9,82 DIRECTIONAL SPLIT 48.67 51.33 ihk &- associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 11 Link Location: Carlsbad Blvd. between Poinsettia Ln. & La Costa Ave. CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 * The data for the second twenty-four hour period (03/01/89, pages 5-8 of 8) is questionable for this location. AU calculations should be made using the first twenty-four hour data (02/28/89, pages 1-4 of 8). A3-96 NfciWPORT TRAFFIC STUUIES 15 MINUTE COUNTS 1 of 8 STREET:CARLSBAD BLVD LOCATION:POINSETTIA/LA COSTA UATE 02-28-8 9 AM PM )KTH SOUTH TOTAL TIME NORTH SOUTH TOTAL )UND BOUND BOUND BOUND 23 7 30 12: 00 131 114 245 26 3 29 110 107 217 10 5 15 106 120 2 26 19 4 23 118 100 218 11 2 13 1: 00 95 123 218 8 2 10 82 95 177 5 1 6 117 117 234 13 2 15 88 119 207 2 5 7 2:00 102 94 196 7 3 10 118 103 221 7 4 11 133 88 221 4 5 9 122 102 224 2 2 4 3:00 117 96 213 3 3 6 107 108 215 4 1 5 136 94 2 30 2 1 3 133 104 237 6 4 10 4 : 00 159 96 255 0 1 1 117 105 ooo 6 1 7 122 92 214 5 2 7 125 94 219 6 3 9 5 : 00 136 90 22 6 6 4 10 133 97 230 12 4 16 109 109 218 14 7 21 117 90 207 12 11 23 6:00 118 90 208 19 15 34 101 49 150 44 42 86 93 55 148 40 52 92 107 44 151 51 60 111 7 : 00 75 40 115 35 61 96 82 29 111 56 77 133 65 32 97 88 76 164 69 33 102 84 68 152 8 : 00 55 23 7 8 88 82 170 51 27 78 107 89 196 63 21 84 117 80 197 41 19 60 120 77 197 9: 00 55 27 8 2 117 56 173 62 24 86 108 71 179 50 20 70 87 88 175 39 14 5 3 107 79 186 10 : 00 36 14 5 0 97 82 179 30 11 41 104 104 208 38 15 5 3 91 92 183 17 14 31 91 92 183 11:00 10 11 21 114 95 209 12 14 26 91 94 185 6 14 20 100 102 202 10 10 2 0 2 of 8 STREET: LOCATION: 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA CARLSBAD BLVD POINSETTIA/LA COSTA DATE: 02-28-89 AM PM TIME 12:00 1: 00 2: 00 3:00 4:00 5: 00 6 : 00 7 : 00 8: 00 9:00 10: 00 11:00 12:00 1:00 2: 00 3:00 4: 00 5:00 6:00 7: 00 8: 00 9:00 10:00 11:00 12:00 NORTH SOUTH BOUND BOUND TOTAi:. 78 19 97 37 7 44 20 17 37 11 7 18 17 8 25 38 18 56 115 120 235 230 274 504 396 319 715 432 292 724 399 357 756 396 383 779 465 441 906 382 454 836 475 387 862 493 402 895 523 387 910 495 386 881 419 238 657 291 134 425 210 90 300 206 85 291 121 54 175 38 49 : 87 6,287 4, 928 11,215 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 3 of 8 STREET: CARLSBAD BLVD LOCATION: POINSETTIA/LA COSTA DATE: 02-28-89 DIRECTIONAL VOLUME 12 : 00 1: 00 2: 00 3: 00 4: 00 5 : 00 6: 00 7 : 00 8: 00 9: 00 10: 00 11: 00 12: 00 1: 00 2: 00 3: 00 4: 00 5: 00 6: 00 7: 00 8: 00 9: 00 10: 00 11: 00 12: 00 175 200 400 600 800 VEHICLES / HOUR 1000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 4 of S STREET: CARLSBAD BLVD LOCATION: POINSETTIA/LA COSTA DATE: 02-28-89 AM PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 08:45AM 117 120 117 108 PEAK HOUR TOTAL 462 PERCENT OF DIRECTION 7.35 PERCENT OF TOTAL 4.12 SOUTHBOUND 10:00AM 79 82 104 92 357 7.24 3.18 NOON PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 12:OOPM 131 110 106 118 PEAK HOUR TOTAL 46 5 PERCENT OF DIRECTION 7.40 PERCENT OF TOTAL 4.15 SOUTHBOUND 01:OOPM 123 95 117 119 454 9.21 4.05 HOUR BEGINNING PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND 03:30PM 03:00PM 136 133 159 117 PEAK HOUR TOTAL 545 PERCENT OF DIRECTION 8.67 PERCENT OF TOTAL 4.12 96 108 94 104 402 8.16 3.18 TOTAL 08:30AM 196 197 197 173 763 6.80 TOTAL 12:OOPM 245 217 226 218 906 8.08 TOTAL 03:30PM 230 237 255 222 944 6.80 'DIRECTIONAL SPLIT 56.06 43.94 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 5 of 3 STREET:CARLSBAD BLVD LOCATION:POINSETTIA/LA COSTA DATE 03-01-89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH TOTAL BOUND BOUND BOUND BOUND 11 8 19 12: 00 126 101 227 3 • 5 8 118 113 7* 31 7 6 13 106 123 2 Q 10 3 13 110 102 2.12 2 3 5 1 : 00 92 114 206 2 2 4 103 112 215 5 4 9 104 86 190 0 3 3 116 102 218 3 3 6 2 : 00 99 94 193 1 0 1 96 104 200 4 3 7 137 91 228 2 0 2 120 101 221 1 3 4 3:00 124 107 231 2 3 5 148 97 245 4 2 6 160 100 26 0 5 2 7 133 118 251 5 2 7 4: 00 144 142 286 6 0 6 144 118 262 7 2 9 158 95 253 13 3 16 141 109 250 15 3 18 5: 00 159 114 273 19 3 22 132 117 249 17 7 24 150 95 245 36 17 53 154 87 241 45 21 66 6: 00 119 75 194 77 41 118 109 56 165 132 53 185 113 45 158 158 51 209 109 37 146 132 86 218 7 : 00 93 37 130 149 73 222 77 27 104 154 96 250 70 36 106 169 74 243 70 38 108 132 73 205 8:00 67 31 98 164 82 246 58 24 82 188 89 277 63 19 82 139 79 218 47 23 7 0 113 80 193 9: 00 47 15 62 102 69 171 30 31 61 105 78 183 47 17 64 92 84 176 44 13 57 118 82 200 10:00 47 22 69 112 66 178 35 9 44 97 72 169 32 15 47 109 79 188 21 11 32 110 84 194 11:00 30 12 42 94 82 176 17 8 25 122 81 203 23 7 30 122 83 205 23 6 29 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: CARLSBAD BLVD LOCATION: POINSETTIA/LA COSTA DATE: 03-01-8 9 TIME NORTH BOUND SOUTH BOUND TOTAL 12 : 00 NORTH BOUND SOUTH BOUND TOTAL 12 : 00 31 22 53 1: 00 31 22 53 1: 00 9 12 21 2:00 9 12 21 2:00 10 6 16 3:00 10 6 16 3:00 12 10 0 o 4:00 12 10 4:00 31 7 38 5: 00 31 7 38 5: 00 87 30 117 6 : 00 87 30 117 6 : 00 412 166 578 7: 00 412 166 578 7: 00 604 329 933 8 : 00 604 329 933 8 : 00 623 323 946 9:00 623 323 946 9:00 412 311 723 10 : 00 412 311 723 10 : 00 436 299 735 11: 00 436 299 735 11: 00 448 330 778 12 : 00 448 330 778 12 : 00 460 439 899 1: 00 460 439 899 1: 00 415 414 829 2: 00 415 414 829 2: 00 452 390 842 3 : 00 452 390 842 3 : 00 565 422 987 4:00 565 422 987 4:00 587 464 1,051 5:00 587 464 1,051 5:00 595 413 1,008 6:00 595 413 1,008 6:00 450 213 663 7: 00 450 213 663 7: 00 310 138 448 8:00 310 138 448 8:00 235 97 332 9:00 235 97 332 9:00 168 76 244 10: 00 168 76 244 10: 00 135 57 192 11:00 135 57 192 11:00 93 i 7,580 I 33 ! 5,001 1 126 ! 12,581 1 12: 00 93 i 7,580 I 33 ! 5,001 1 126 ! 12,581 1 93 i 7,580 I 33 ! 5,001 1 126 ! 12,581 1 AM PM 7 of 8 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: CARLSBAD BLVD LOCATION: POINSETTIA/LA COSTA DATE: 03-01-89 DIRECTIONAL VOLUME 12: 00 1: 00 2:00 3 : 00 4:00 5: 00 6:00 7:00 8 : 00 9: 00 10: 00 11: 00 12: 00 1: 00 2: 00 3:00 4:00 5 : 00 6: 00 7:00 8: 00 9:00 10:00 11:00 12: 00 I I 53 21 16 22 38 I 117 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: CARLSBAD BLVD LOCATION: POINSETTIA/LA COSTA DATE: 03-01-89 AM PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 07:45AM 169 132 164 188 PEAK HOUR TOTAL 65 3 PERCENT OF DIRECTION 8.61 PERCENT OF TOTAL SOUTHBOUND 08:15AM 82 89 79 80 330 6.60 2.62 5 .19 NOON PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 11:30AM 122 122 126 118 PEAK HOUR TOTAL 488 PERCENT OF DIRECTION 6.44 PERCENT OF TOTAL SOUTHBOUND 12:15PM 113 123 102 114 452 9.04 3.59 3.88 PM PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 04:15PM 144 158 141 159 PEAK HOUR TOTAL 602 PERCENT OF DIRECTION 7.94 PERCENT OF TOTAL 5.19 SOUTHBOUND 03:30PM 100 118 142 118 478 9.56 2.62 TOTAL 07:4 5AM 243 205 246 277 971 7.72 TOTAL 12:OOPM 227 231 229 212 899 7.15 TOTAL 03:30PM 260 251 286 262 1,059 7.72 DIRECTIONAL SPLIT 60.25 39.75 -J hk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 12 Link Location: Olivenhain Rd. South of Rancho Santa Fe Rd. CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 * The data for the first twenty-four hour period (02/28/89, pages 1-4 of 8) is questionable for this location. All calculations should be made using the second twenty-four hour period (day 03/01/89, pages 5-8 of 8). A3-105 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:OLIVENHAIN LOCATION:S/0 RANCHO SANTA FE 1 of 8 DATE 02-28-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 10 9 19 12:00 100 63 16 3 11 6 17 131 74 205 3 10 13 110 87 19 7 7 4 11 106 66 172 10 2 1 11 -1 : 00 117 71 188 10 2 1 3 95 60 155 2 3 5 82 58 150 5 1 6 117 75 192 0 2 2 2:00 88 74 15 2 3 0 3 102 93 195 1 3 4 117 90 207 4 1 5 133 84 217 2 1 3 3 : 00 122 90 212 1 3 4 117 82 199 2 0 2 107 87 194 4 4 8 136 103 239 5 0 5 4 : 00 133 93 225 5 0 5 159 97 256 6 5 11 117 107 224 7 5 12 122 112 234 13 7 20 5 : 00 125 108 233 15 7 22 136 152 288 19 10 29 133 110 243 17 15 33 109 149 258 36 12 48 6 :-00 117 118 235 4 5 • 24 69 118 114 232 77 36 113 101 98 199 132 65 197 93 92 185 158 57 215 7 ; 00 107 93 200 132 77 209 75 72 147 149 92 241 82 73 155 154 121' 275 65 54 119 159 68 237 8:00 69 58 127 132 87 219 55 61 115 164 62 226 51 55 106 188 8 0 268 63 57 120 139 5 8 197 9:00 41 36 77 108 6 7 175 55 39 9 4 117 51 178 62 ' 40 102 107 5 9 166 50 41 • 91 . 87 54 141 10:00 39 24 6 3 104 64 168 36 3 0 6 6 97 91 188 30 19 49 104 67 171 38 22 6 0 91 58 149 11 : 00 17 15 32 91 84 175 10 21 31 114 79 193 12 19 31 91 62 153 6 10 15 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: OLIVENFIAIN LOCATION: S/0 RANCHO SANTA FE DATE: 0 2-28-8 9 TIHE EAST BOUND 1 WEST BOUND TOTAL 12:00 EAST BOUND 1 WEST BOUND TOTAL 12:00 31 29 6 0 1 : 00 31 29 6 0 1 : 00 19 6 25 2:00 19 6 25 2:00 8 6 14 3 : 00 8 6 14 3 : 00 9 8 17 4:00 9 8 17 4:00 23 10 33 5 : 00 23 10 33 5 : 00 64 40 104 6 : 00 64 40 104 6 : 00 290 137 427 7 : 00 290 137 427 7 : 00 593 347 940 8 : 00 593 347 940 8 : 00 653 297 950 9 : 00 653 297 950 9 : 00 471 245 716 '10:00 471 245 716 '10:00 392 276 668 11 : 00 392 276 668 11 : 00 387 283 670 12:00 387 283 670 12:00 447 290 73 7 1 : 00 447 290 73 7 1 : 00 411 274 685 2 : 00 3 : 00 411 274 685 2 : 00 3 : 00 440 341 781 2 : 00 3 : 00 482 362 844 4 : 00 482 362 844 4 : 00 531 409 9 40 5 : 00 531 409 9 40 5 : 00 503 519 1,022 6:00 503 519 1,022 6:00 429 422 851 7 : 00 429 422 851 7 : 00 329 292 521 8:00 329 292 521 8:00 238 o 2 459 9 : 00 238 o 2 459 9 : 00 2-0 8 156 354 10:00 2-0 8 156 354 10:00 143 95 238 11 : 00 143 95 238 11 : 00 45 65 110 12 : 00 45 65 110 12 : 00 7,146 5 ,140 12,285 7,146 5 ,140 12,285 AM PM 3 of 8 12:00 1:00 2:00 3:00 4:00 5:00 6:00 7 : 00 8 : 00 9:00 |0 : 00 11:00 12:00 1 : 00 2:00 3 : 00 4 : 00 5 : 00 5 : 00 7 : 00 8:00 9:00 10:00 ^:00 12:00 TOTAL VOLUHE PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: OLIVENHAIN LOCATION: S/0 RANCHO SANTA FE DATE: 02-28-89 DIRECTIONAL VOLUME * * 50 * 25 * 24 * 17 * 33 *** 204 *AA**A-*AA 427 940 950 A A: AAAAAAAAAAA AAAAAAAAA* ****** A AAA AAAAAAAAAAAAAAAAAA* **A**AAAAA********** *A*AA*AAA***A*A 716 668 * * * * 57Q AA**A 737 *AAAAArf:A**AA*A 685 A rf: AAAAAAAAAAAAA* 781 AA AAAAAAAAAAAAAAA ** A AAAAAAAAA*** A AAA Q40 *AAAAA*AA**AAAAA***** 2 0 22 AAAAAAAAAAA******* 851 621 469 364 AAAAA*A***AA* AAAAAAAAAA AAAAAAA* * *»* * 238 *** 210 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: OLIVENHAIN LOCATION: S/0 RANCHO SANTA FE DATE: 02-28-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 08:00AM 0 7:30AM 1 0 : 0 0 A H 169 92 141 132 121 168 164 68 188 188 87 171 PEAK HOUR TOTAL 653 368 66 8 PEAK HOUR FACTOR 0 .87 0 .76 0 .89 PERCENT OF DIRECTION 9.14 7.16 5.44 PERCENT OF TOTAL 5 .31 3.00 5.44 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR.BEGINNING 12:15PM 12 : 15PM 01 : 0 0 P H 131 74 188 110 87 155 106 66 150 117 71 192 PEAK HOUR TOTAL 464 298 585 PEAK HOUR FACTOR 0.89 0.86 0 .89 PERCENT OF DIRECTION 6 .49 5 .80 5 .58 PERCENT OF TOTAL 3 .78 2 .43 5 .58 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 03:45PH 0 5:15PM 05 : 15PH 136 152 288 133 110 243 159 149 258 117 118 235 PEAK HOUR TOTAL 54 5 : 529 1,024 PEAK HOUR FACTOR 0 .86 0.87 0.89 PERCENT OF DIRECTION 7.63 10.29 8 .33 PERCENT OF TOTAL 4 .44 4 .31 8 .33 DIRECTIONAL SPLIT 58.16 41.84 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 5 of 8 STREET:OLIVENHAIN LOCATION :S/0 RANCHO SANTA FE DATE 03-01-89 AM PM EAST WEST TOTAL .TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 11 7 18 12:00 118 77 19 5 8 5 13 106 75 181 5 4 9 110 82 192 13 3 16 93 75 169 2 1 3 1 : 00 103 82 185 7 3 10 104 56 170 7 2 9 116 50 176 4 2 6 99 79 178 2 • 2 4 2 : 00 96 97 193 3 4 7 137 70 207 4 4 8 120 85 206 2 3 5 124 87 211 6 0 5 3 : 00 147 75 222 0 1 1 160 109 269 6 1 7 133 91 224 5 2 144 105 249 6 2 8 4:00 ' 144 114 258 6 2 8 158 123 281 12 6 18 141 120 261 14 7 21 149 151 3 00 12 9 21 5:00 132 142 274 19 17 3 6 150 139 289 44 15 59 154 116 270 40 26 66 119 134 253 51 48 99 6 : 00 109 111 220 3 5 6 7 102 93 79 172 56 57 113 77 88 155 88 93 181 70 79 149 84 84 168 7 : 00 70 52 132 88 123 211 67 57 124 107 62 169 58 61 119 117 80 197 63 67 130 120 77 197 8 : 00 47 64 111 112 83 195 47 54 101 125 60 185 30 59 8 9 136 67 203 47 5 6 103 154 82 236 9 : 00 44 61 105 158 85 243 47 4 9 95 144 5 4 • 198 35 58 93 129 71 200 -32 28 50 112 69 181 10:00 21 34 5 5 97 58 155 30 27 57 109 59 168 17 18 35 110 73 183 23 8 31 94 71 165 11:00 23 10 3 3 122 75 197 26 7 33 122 75 197 10 12 22 126 8 0 206 19 4 23 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: OLIVENHAIN LOCATION: S/0 RANCHO SANTA FE DATE: 03-01-89 AM PM TIME EAST BOUND WEST BOUND i TOTAL 12:00 EAST BOUND WEST BOUND i TOTAL 12:00 37 19 5 6 1:00 37 19 5 6 1:00 20 8 28 2 : 00 20 8 28 2 : 00 11 13 24 3 : 00 11 13 24 3 : 00 17 4 21 4 : 00 17 4 21 4 : 00 38 17 5 5 5 : 00 38 17 5 5 5 : 00 115 67 182 6:00 115 67 182 6:00 230 265 495 7 : 00 230 265 495 7 : 00 396 349 745 8:00 396 349 745 8:00 493 287 780 9 : 00 493 287 780 9 : 00 585 292 877 10:00 585 292 877 10:00 428 259 687 11:00 428 259 687 11:00 454 301 765 12:00 454 301 765 12:00 427 310 737 1 : 00 427 310 737 1 : 00 422 287 709 2:00 422 287 709 2:00 4 77 340 817 3:00 4 77 340 817 3:00 584 380 964 4:00 584 380 964 4:00 592 508 1,100 5:00 592 508 1,100 5:00 555 531 1,086 •6 : 0 0 555 531 1,086 •6 : 0 0 . 349 357 7 06 7:00 . 349 357 7 06 7:00 258 247 505 8:00 • 258 247 505 8:00 • 171 233 404 9 : 00 171 233 404 9 : 00 1:5 8 196 •354 10:00 1:5 8 196 •354 10:00 91 87 178 11:00 91 87 178 11:00 78 33 111 12:00 78 33 111 12:00 6,996 1 5,390 1 12,386 6,996 1 5,390 1 12,386 7 of 8 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: OLIVENHAIN LOCATION: S/O RANCHO SANTA FE DATE: 03-01-89 DIRECTIONAL VOLUME 12:00 1 : 00 2 : 00 3:00 4 : 00 5 : 00 5:00 7 : 00 8 : 00. 9:00 |0:00 11:00 12:00 1 : 00 2 : 00 3:00 4 : 00 5:00 6 : 00 7 : 00 8:00 9:00 10 : 00 'l;00 12:00 * * 5 6 * , 28 * 24 * 21 * * 55 182 AAAAA.A AAA 495 A************** 745 780 877 587 765 7 3 7 709 817 *AA*A*AA*AAA*Aft*A*AA 964 *AAA*AAA***AAA**AAA;AAA. A J IQQ 1,086 *************** *A*A********AA**AA AAAAAAAAAAAAAA AAAAAAAAAAAAAAA* AAAAA***AA*AAAA AAAAAAAAAAAAA** *A*AAAAAA*****AAA *AAAAA****AAA*AA*AAA** A ************** 706 *********** AAA****** AAAAAAA* 505 404 354 A A * A 178 * 211 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: OLIVENHAIN LOCATION: S/0 RANCHO SANTA FE DATE: 03-01-8 9 8 of 8 AH PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 08:45AM 0 6:45AM 10 : 0 0 A H 136 154 158 144 93 84 123 6 2 181 155 168 183 PEAK HOUR TOTAL 592 3 6 2-68 7 PEAK HOUR FACTOR 0.94 PERCENT OF DIRECTION 8.46 PERCENT OF TOTAL 4.7 8 0.74 5 .72 2 .92 0 .94 5.55 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 11:15AM 12:15PM 01:00PM 122 122 125 118 75 82 75 82 185 170 176 178 PEAK HOUR TOTAL • 488 315 709 PEAK HOUR FACTOR PERCENT OF DIRECT PERCENT OF TOTAL 0 .97 ION 6•9 8 3.94 • 0.96 5.84 7 = 54 0 .96 5.72 P H P E A K HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 4:: 0 0 P M 04:30PM 0 4 : 4 5 P H 144 158 141 149 120 151 142 139 300 , 274 28 9 270 PEAK HOUR TOTAL 592 552 1,13 3. PEAK HOUR FACTOR 0.94 PERCENT OF DIRECTION 8.46 PERCENT OF TOTAL 4.78 0 .91 10.24 4 .46 0 .94 9.15 DIRECTIONAL SPLIT 56.48 43.52 -J hk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 13 Link Location: La Costa Ave. between 1-5 & Saxony Ave. CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-114 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 STREET : LA COSTA AVE LOCATION: SAXONY/I-5 DATE 02-28-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 37 19 56 12:00 198 180 • 378 25 10 ^ 35 195 214 409 19 11 30 206 192 398 18 7 25 205 162 36 7 19 9 28 1 : 00 194 148 " 342 20 3 23 213 172 385 11 7 18 216 186 402 16 4 20 193 169 352 13 5 18 2 : 00 225 166 391 9 6 15 186 203 389 11 2 13 265 183 448 7 4 11 250 215 465 10 5 15 3 : 00 265 206 471 8 7 15 284 179 453 5 9 14 285 233 518 5 5 10 312 255 567 8 15 23 4 : 00 294 259 5 53 8 14 22 318 273 591 7 25 32 334 225 55 9 17 25 42 335 236 571 16 52 68 5 : 00 345 197 542 2 0 88 108 346 296 6 42 40 107 147' 387 271 658 53 171 224 385 234 519 60 205 265 5 : 00 343 225 568 114 298 412 331 220 551 194 382 576 310 192 502 219 296 515 273 152 425 203 • 308 511 7:00 205 172 377 221 302 523 200 170 3 70 291 292 583 185 137 322 33 9 249 588 173 97 270 285 283 568 8 : 00 135 81 215 255 255 510 140 94 234 221 257 478 147 73 220 217 206 423 116 65 181 209 211 420 9:00 115 58 173 172 189 361 • 114 84 198 180 196 376 129 57 196 191 191 382 -• 112 53 165 175 207 382 10:00 110 68 17 8 173 179 352 98 58 156 167 177 344 84 59 143 188 187 • 375 53 36 89 178 172 350 11:00 58 35 9 3 193 162 355 60 35 95 195 188 383 46 34 80 189 206 395 37 16 53 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: LOCATION LA COSTA AVE SAXONY/I-5 DATE: 02-28-89 T I M F EAST BOUND 'WEST BOUND T 0 T A L 12:00 EAST BOUND 'WEST BOUND T 0 T A L 12:00 99 47 1 4 !) 1:00 99 47 1 4 !) 1:00 66 40 23 17 3 9 57 2 : 00 66 40 23 17 3 9 57 3 : 00 66 40 23 17 3 9 57 3 : 00 28 40 129 587 26 7 9 418 1,181 5 4 119 547 1 ,758 4 : 00 28 40 129 587 26 7 9 418 1,181 5 4 119 547 1 ,758 5:00 28 40 129 587 26 7 9 418 1,181 5 4 119 547 1 ,758 6 : 00 28 40 129 587 26 7 9 418 1,181 5 4 119 547 1 ,758 7 : 00 28 40 129 587 26 7 9 418 1,181 5 4 119 547 1 ,758 7 : 00 1,054 1 ,151 2,205 8:00 1,054 1 ,151 2,205 8:00 978 1,001 1,979 9 ; 00 978 1,001 1,979 9 ; 00 752. 787 1,53 9 10:00 752. 787 1,53 9 10:00 703 755 750 728 1, 453 1 ,483 11:00 703 755 750 728 1, 453 1 ,483 12:00 703 755 750 728 1, 453 1 ,483 12:00 804 748 1 ,552 1 : 00 804 748 1 ,552 1 : 00 816 675 1,491 2 : 00 816 675 1,491 2 : 00 926 1,146 767 873 1 ,693 2 ,019 3 : 00 926 1,146 767 873 1 ,693 2 ,019 4 : 00 926 1,146 767 873 1 ,693 2 ,019 4 : 00 1,281 1,463 993 998 2,274 2 ,461 5 : 00 1,281 1,463 993 998 2,274 2 ,461 6 : 00 1,281 1,463 993 998 2,274 2 ,461 6 : 00 1,257 789 2 ,045 7:00 1,257 789 2 ,045 7:00 763 538 576 313 1,339 851 8 : 00 763 538 576 313 1,339 851 9:00 763 538 576 313 1,339 851 9:00 470 262 732 10:00 470 262 732 10:00 345 221 566 11:00 345 221 566 11:00 2 01 15,241 120 13,543 321 28,784 12:00 2 01 15,241 120 13,543 321 28,784 2 01 15,241 120 13,543 321 28,784 AM PM 3 of 8 12:00 1:00 2 : 00 3:00 4 : 00 5:00 6 : 00 7 : 00 8 : 00 9:00 [0:00 11:00 12:00 1:00 2 : 00 3:00 '4:00 5 : 00 5 : 00 7 : 00 8 : 00 9:00 10:00 .1:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT'BEACH, CA. STREET: LA COSTA AVt LOCATION: SAXONY/I-5 DATE: 02-28-89 DIRECTIONAL VOLUME 14 6 * * g9 * * 5 7 * * 5 4 A: * * 119 AAAAAAAAAAA 54' ******-«:********«******************** 1,768 ********************************************* 2,205 **************************************** 1,979 ******************************* 1,5^9 ****************************** 1,4F3 ****************************** 1,483 ******************************** 2 552 ****************************** 1,491 ********************************** 1,693 ***************************************** 2,019 ********************************************** 2,274 ************************************************** 2,461 ********«*******************:********»**** 2,04 5 *************************** 2 339 851 732 *****A*****:*i:^^^ * * * 321 **AAAA**AA******** ****AA***A***A* * * A * 500 'lOOO 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT' TRAFFIC STUDIES STREET': LA COSTA AVE LOCATION: SAXONY/I-5 AM PEAK HOUR ANALYSIS DATE: 02-28-89 4 of 8 EASTBOUND WESTBOUND TOTAL HOUR BEGINNING .07 : 30.AM 05:30AM 0 7 : 4 5 A H 291 382 588 339 296 568 285 308 510 255 302 47 8 PEAK HOUR TOTAL 1,170 1 ,288 2,144 PEAK HOUR FACTOR 0.86 0.84 0 .91 PERCENT OF DIRECTION 7 .58 9 .51 PERCENT OF TOTAL 4 .06 4.47 7.45 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 12:45PM 11:45AM 01: 0 0 P H 205 206 3 42 194 180 385 213 214 402 215 192 362 PEAK HOUR TOTAL 828 792 1 ,491 PEAK HOUR FACTOR 0.96 0 .93 0.9 3 PERCENT OF DIRECTION 5 .43 5.85 5.18 PERCENT OF TOTAL 2.88 2 .75 5.18 PH PEAK HOUR ANALYSIS EASTBOUND W E S T B 0 U N D TOTAL HOUR BEGINNING 0 5,: OOPH 0 5:15PM 0 5 : 15 P H 345 296 642 346 2 71 658 387 234 619 385 225 568 PEAK HOUR TOTAL 1,463 : 1,026 2,487 PEAK HOUR FACTOR 0,95 0.87 0 .94 PERCENT OF DIRECTION 9 .60 7.58 8 .64 PERCENT OF' TOTAL 5.08 3 .56 8 .64 DIRECTIONAL SPLIT 52 .95 47.05 NEWPORT TRAFFIC STUDI ES 5 of 8 15 MINUTE COUNTS STREET : LA COSTA AVE LOCATION: SAXONY/I-5 DATE 03-01 -89 AM PM EAST WEST TOTAL TIHE EAST WEST TOTAL BOUND BOUND BOUND BOUND 28 10 38 12:00 211 212 423 18 15 33 -207. 146 353 14 12 26 211 181 392 14 8 22 204 170 374 14 8 2 2 1:00 234 157 391 12 • 9 21 198 154 352 8 2 10 210 205 415 9 2 11 213 211 424 11 ' 5 16 2:00 209 215 424 6 6 12 236 204 440 9 6 15 268 192 4 60 9 5 14 262 249 511 8 4 12 3:00 276 256 542 7 10 17 304 226 530 13 10 23 319 223 542 7 20 27 311 242 553 10 19 29 4:00 323 222 54 5 '5 29 34 330 320 650 15 51 66 360 255 515 14 90 104 374 260 634 17 105 122 5:00 361 186 54 7 45 198 243 373 203 576 52 219 271 345 211 555 62 297 359 302 197 499 135 331 466 6 : 00 298 149 447 221 293 514 282 154 4 36 192 315 507 237 119 356 210 295 505 222 96 318 263 271 534 7 : 00 189 86 275 298 292 590 171 108 279 316 249 565 148 104 252 23 7 250 487 132 74 205 276 245 521 8 : 00 159 79 • 23 8 225 237 462 158 70 228 255 204 460 122 62 184 20 5 209 414 139 63 . 202 188 177 365 9:00 138 64 202 178 229 407 135 74 209 184 160 344 131 64 195 171 203 374 ' -111 46 157 188 195 383 10:00 ' 106 34 1 4 0 187 181 368 74 44 118 179 196 375 73 21 Q 4 159 182 341 53 26 7 Q 169 159 328 11:00 50 27 7 7 220 176 396 " 40 27 5 ' 187 183 370 24 12 ' - 198 179 377 35 14 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET : LOCATION LA COSTA AVE SAXONY/I-5 DATE: 03-01-89 AH PM TIHE EAST B 0 Ll N D WEST BOUND TOTAL 12:00 EAST B 0 Ll N D WEST BOUND TOTAL 12:00 74 45 119 1:00 74 45 119 1:00 43 21 64 2:00 43 21 64 2:00 35 22 57 3 t 00 35 22 57 3 t 00 35 44 79 4 : 00 35 44 79 4 : 00 44 189 233 5:00 44 189 233 5:00 175 819 995 6 : 00 175 819 995 6 : 00 758 1,234 1,992 7:00 758 1,234 1,992 7:00 1 ,114 1,062 2,176 8 : 00 1 ,114 1,062 2,176 8 : 00 962 89 5 1,857 9 : 00 962 89 5 1,857 9 : 00 721 769 1,490 10:00 721 769 1,490 10:00 713 • 754 1,457 11:00 713 • 754 1,457 11:00 / / 4 697 1,471 12:00 / / 4 697 1,471 12:00 , 833 709 1,542 1 : 00 , 833 709 1,542 1 : 00 855 737 1,592 2:00 855 737 1,592 2:00 9 75 850 1,835 3 : 00 9 75 850 1,835 3 : 00 1,210 957 2,157 4 : 00 1,210 957 2,157 4 : 00 1,387 1,057 2,444 5 : 00 1,387 1,057 2,444 5 : 00 1 ,381 797 2 ,178 6 : 00 1 ,381 797 2 ,178 6 : 00 1,039 518 1,557 7:00 1,039 518 1,557 7:00 640 372 1 ,012 8 : 00 640 372 1 ,012 8 : 00 578 274 852 9:00 578 274 852 9:00 5-15 248 763 10:00 5-15 248 763 10:00 306 125 431 11:00 306 125 431 11:00 149 80 229 12:00 149 80 229 12:00 15,317 13,285 28,602 15,317 13,285 28,602 7 of 8 12:00 1 : 00 2 : 00 3 : 00 4 : 00 5 ; 00 6 : 00 7 : 00 8:00 9 : 00 10:00 h : 00 12:00 1 : 00 2:00 3 : 00 4:00 5 V 0 0 6 : 00 7 : 00 8 : 00 9 : 00 10:00 ^1:00 12:00 TOTAL V0LU,ME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: LA COSTA AVE LOCATION: SAXONY/I-5 DATE: 03-01-89 DIRECTIONAL VOLUME * 119 5 4 57 * * 7 9 ***** 233 ******************** Q95 **************************************** 2 992 ******************************************** 2,176 ************************************** 2 857 ****************************** 2 490 ****************************** 2 457 ****************************** 2 471 ******************************* 2 542 ******************************** 2 592 ************************************* 2 835 ******************************************** 2,157 ************************************************* .2,444 ******************************************** 2,178 ******************************** 2 557 ********************* 1012 ****************** 852 **************** 763 ********* 431 ***** 229 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: LA COSTA AVE LOCATION: SAXONY/I-5 DATE: 03-01-8 9 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 07:15AM 05:45AM 0 7:30AM 298 297 555 315 331 487 237 293 521 276 315 462 PEAK HOUR TOTAL 1,12 7 1 ,235 2,035 PEAK HOUR FACTOR 0 . 89 0 .93 0 .90 PERCENT OF DIRECTION 7 .36 9 .30 PERCENT OF TOTAL 3 .94 4.32 7 .11 NOON PEAK HOUR ANALYSIS -EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 12:15PM 11:15AM 01:00PM 207 176 391 211 183 362 204 179 415 234 212. 424 PEAK HOUR TOTAL 856 750 1,592 PEAK HOUR FACTOR 0.91 0 .88 0.94 PERCENT OF DIRECTION 5.59 • 5 .65 5.57 PERCENT OF TOTAL 2 .99 2 .62 5.57 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 04:30PM 04 : OOPM 0 4 : 1 5 P H 360 222 650 374 3 20 615 361 255 63 4 37 3 260 547 PEAK HOUR TOTAL 1,468 1,057 2 ,445 PEAK HOUR FACTOR 0 .98 0.83 0. 94 PERCENT OF DIRECTION 9 .58 7 .96 8 .55 PERCENT OF TOTAL 5.13 3 .70 8 .55 DIRECTIONAL SPLIT 53.55 46.45 -J ihk 8c associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 14 Link Location: Elm Ave. between Concord St. & Tamarack Ave. CONTENT PAGE Day 115 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-123 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:ELM AVE LOCATION:CONCORD/TAMARACK 1 of 8 DATE 02-28-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 1 2 3 12:00 36 ' 36 72 4 1 5 37 40 77 2 1 3 • 49 24 73 0 1 1 29 29 58 1 1 2 1:00 28 32 6 0 0 0 0 32 34 65 3 1 4 37 35 72 2 0 2 29 39 58 1 1 2 2:00 32 30 5 2 0 2 2 47 30 77 2 1 3 41 30 71 2 1 3 76 81 157 1 1 2 3:00 47 28 75 0 0 0 32 '40 72 ' 0 2 2 30 30 60 • 0 0 0 49 33 82 0 1 1 4 : 00 52 37 89 0 3 3 65 36 102 0 3 3 51 32 83 1 4 56 37 93 3 10 .13 5 : 00 59 37 96 2 11 13 72 36 108 2 12 14 84 43 127 0 17 17 77 45 122 8 25 33 6 : 00 59 38 9 7 1 3 5 35 5 6 42 98 7 51 58 75 38 113 4 5 3 57 55 35 90 15 19 55 71 7 : 00 38 30 6 8 15 19 52 71 50 36 8 5 12 59 71 40 13 53 14 7 9 93 50 23 7 3 22 92 114 8 : 00 36 21 5 7 55 74 129 41 13 5 4 27 45 72 46 18 6 4 23 41 6 4 2 5 13 3 8 10 37 47 9:00 24 15 3 9 21 30 51 28 8 3 5 21 42 63 28 10 3 8 15 45 6 0 -•• 32 10 4 2 13 40 53 10:00 21 11 3 2 2 3 '34 57 19 4 2 3 29 33 62 6 5 ^ 29 3 6 6 5 11 6 1 7 24 28 .52 11:00 7 6 1 J- 37 .25 62 10 5 15 27 42 5 4 35 3 5 70 4 1 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET : LOCATION: ELM AVE CONCORD/TAMARACK DATE: 02-28-89 TIHE ; EAST 1 BOUND ; WEST 1 BOUND 1 TOTAL 12:00 1 EAST 1 BOUND ; WEST 1 BOUND 1 TOTAL 12:00 1 7 1 5 1 12 1:00 i 7 1 5 1 12 1:00 i 6 ! 2 8 2:00 i 6 ! 2 8 2:00 i 5 ! 5 1 10 3:00 5 ! 5 1 10 3:00 1 1 3 1 4 4:00 1 1 3 1 4 4:00 1 10 11 5 : 00 1 10 11 5 : 00 7 50 5 7 6:00 7 50 5 7 6:00 20 154 184 7 : 00 20 154 184 7 : 00 61 245 305 8 t 00 61 245 305 8 t 00 127 252 379 9 : 00 127 252 379 9 : 00 6 7 154 221 10:00 6 7 154 221 10:00 94 143 237 11:00 94 143 237 11:00 111 115 226 12:00 111 115 226 12:00 151 129 280 1:00 151 129 280 1:00 126 140 266 2 : 00 126 140 266 2 : 00 196 171 36 7 3:00 196 171 36 7 3:00 158 131 289 4 i 00 158 131 289 4 i 00 225 142 367 5 : 00 225 142 367 5 : 00 292 161 453 6 : 00 292 161 453 6 : 00 245 153 398 7 : 00 245 153 398 7 : 00 178 ; 102 1 280 8 : 00 178 ; 102 1 280 8 : 00 i 148 ; 65 1 213 9 : 00 i 148 ; 65 1 213 9 : 00 i 1:12 1 43 ; 155 10:00 i 1:12 1 43 ; 155 10:00 i 57 i 26 1 83 . 11 : 00 i 57 i 26 1 83 . 11 : 00 ! 2 6 1 16 i 42 12:00 ! 2 6 1 16 i 42 12:00 i 2,421 1 2,427 1 . 4,848 i 2,421 1 2,427 1 . 4,848 1 1 AH PM 12:00 1 : 00 2 : 00 3 : 00 4 : 00 5 : 00 5 : 00 7 : 00 8 : 00 9 : 00 0:00 1 : 00 12:00 1:00 2 : 00 3 ; 00 4 : 00 5 : 00 6:00 7 : 00 8 : 00 9:00 10:00 |1:00 12:00 3 of 8 TOTAL VOLUME PLOT lEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: ELH AVE LOCATION: CONCORD/TAMARACK 12 DATE: 02-28-89 DIRECTIONAL VOLUME 10 11 * * 5 7 AAAAAA AAAAAAAAAAAAA 184 AAA* A AAA A AAAAAAA*** A AAAAAAAAA* * 306 A AAAAA**AAA****A****AAAA*AAAAAAAA * 379 AAA*AAAAAAAAA***AA**AA 221 *:*-3, AAAAAAAAAAAAAAAA***** '^'Z^y 225 A A- A: AAA* A AAA A AAAAAAA A- AAA A.AAAAA.AAAAA AAAAAAAAAAA- AAAA ***** 280 *** 255 AAAAA******AAAAAA* AAAAA A A AAAAAAAA 367 j>;A, AA:AAAAA. *AA**AA**A*AA:AA AAA A A: A A AAAAAAA AAAAAAAAAA AAAAA 289 AAAAAAAAAAAAAAAA A AAA A AAAAA AAAAA 367 AAA*: A *AAAAAA***AA**AAAAAA*AA AAAAAAAAAAA AAAA 453 AAA A- A*** ****A*AAAAA A AAAAAAA A AAAAAAAAA 398 AAAAAAA. AAA**** A AA****A*AAAA*A 280 AA:-AAAAAAA:AAAAA***A**AA 213 AAAAAAAAA 83 * * 42 100 200 300 400 VEHICLES / HOUR 500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: ELM AVE LOCATION: CONCORD/TAMARACK DATE: 02-28-89 AH PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 8 : 0 0 A H 07:30AM 10:00AM 22 59 53 55 79 5 7 27 92 62 • 23 74 6 5 PEAK HOUR TOTAL 127 304 237 PEAK HOUR FACTOR 0.58 0 .83 0 .91 PERCENT OF DIRECTION 5.25 12,53 PERCENT OF TOTAL 2 .62 6.27 4 .89 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 11:45AM 01 :00PM 01:00PM 35 32 50 36 34 66 37 3 5 72 49 39 68 PEAK HOUR TOTAL 157 140 266 PEAK HOUR FACTOR, 0 .80 0 .90 0.92 PERCENT OF DIRECTION 6 .48 5.77 5.49 PERCENT OF TOTAL 3 .24 2 .89 5.49 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 05:00PM 02:30PM 05:15PM 59 30 108 72 81 127 84 28 122 77 40 97 PEAK HOUR TOTAL 292 179 454 PEAK HOUR FACTOR 0.87 0 .55 0.89 PERCENT OF DIRECTION 12.06 7 .38 PERCENT OF TOTAL 6.02 3 .69 9 .36 DIRECTIONAL SPLIT 49.94 50 . 06 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 5 of 8 STREET:ELM AVE LOCATION:CONCORD/TAHARACK DATE 03-01-89 AM PM EAST WEST TOTAL TIME EAST WEST 'TOTAL BOUND BOUND BOUND BOUND 4 2 6 12:00 30 31 61 2 0 2 25 4 3 68 2 0 2 33 23 55 1 0 1 29 21 50 1 0 1 1 : 00 26 33 5 9 1 0 1 38 28 56 2 0 2 34 28 62 1 0 1 34 29 63 0 0 0 2:00 45 32 7 7 1 ], 2 70 55 125 0 2 2 55 55 110 2 2 4 36 3 9 75 0 0 0 3 : 00 45 35 81 0 1 1 49 30 79 0 1 1 55 34 89 0 4 4 45 31 76 1 0 1 4:00 67 4 0 107 3 5 8 59 20 89 0 4 4 58 5 2 110 0 8 8 71 29 100 1 2 9 10 5:00 80 4 4 124 1 2 13 15 81 5 0 131 3 23 26 5 3 4 0 103 o J 30 33 76 4 6 122 3 38 41 5:00 52 55 107 6 38 44 71 50 121 7 53 60 67 40 10 7 6 53 5 9~ 50 37 8 7 8 50 58 7:00 52 31 8 3 11 89 100 46 23 59 23 54 7.7 41 27 5 8 28 103 131 44 16 6 0 55 74 129 8 : 00 33 23 5 6 21 57 78 34 18 - 52 17 5 3 70 25 58 17 45 62 44 29 73 3 4 33 67 9 ; 0 0 32 7 3 9 19 31 5 0 18 5 23 23 38 61 25 12 3 7 23 38 61 -• 9 6 15 24 35 59 10:00 14 4 18 22 31 5 3 13 1 14 25 31 56 7 3 10 23 3 3 56 8 3 11 . 21 34 55 11:00 • 7 1 8 12 28 40 68 9 3 8 12 29 30 59 • 3 0 3 3 5 5 5 90 5 1 6 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET : LOCATION: ELH AVE CONCORD/TAHARACK DATE: 03-01-89 TIME : EAST 1 BOUND ! WEST : BOUND 1 TOTAL 12:00 1 EAST 1 BOUND ! WEST : BOUND 1 TOTAL 12:00 1 9 1 2 1 11 1:00. 1 9 1 2 1 11 1:00. 1 5 1 0 5 2:00 ; 5 1 0 5 2:00 ; 3 : 5 8 3:00 ; 3 : 5 8 3:00 ; 0 1 6 ! 6 4:00 : 0 1 6 ! 6 4:00 : 4 ! 17 I 21 5:00 4 ! 17 I 21 5:00 9 ! 75 1 84 6:00 9 ! 75 1 84 6:00 22 1 182 2 0 4 7 : 00 22 1 182 2 0 4 7 : 00 70 296 366 8 : 00 70 296 366 8 : 00 110 229 339 9:00 110 229 339 9:00 99 140 2 39 10:00 99 140 2 39 10:00 94 130 224 11:00 94 130 224 11:00 113 159 272 12:00 113 159 272 12:00 117 118 23 5 1 : 00 117 118 23 5 1 : 00 132 118 250 2: 00 132 118 250 2: 00 206 181 387 3:00 206 181 387 3:00 195 130 i 325 4 ; 00 195 130 i 325 4 ; 00 265 1 141 1 4 0 5 5 : 00 265 1 141 1 4 0 5 5 : 00 1 300 ; 180 1 480 6:00 1 300 ; 180 1 480 6:00 1 2 40 1 182 1 422 7 : 00 1 2 40 1 182 1 422 7 : 00 1 18 3 ! 97 1 280 8:00 1 18 3 ! 97 1 280 8:00 1 144 9 5 1 239 9:00 1 144 9 5 1 239 9:00 \ -8 4 ; 30 1 114 10:00 \ -8 4 ; 30 1 114 10:00 i 42 1 11 1 53 11:00 i 42 1 11 1 53 11:00 i 2 4 1 5 1 29 12:00 i 2 4 1 5 1 29 12:00 i 2,470 ; 2,529 1 4,999 i 2,470 ; 2,529 1 4,999 AM PM 7 of 8 12:00 1: 00 2:00 3:00 4 : 00 5 : 00 6 : 00 7:00 8:00 9 : 00 ^0:00 11:00 12 : 00 1 : 00 2:00 3:00 4 : 00 5 : 00 6 : 00 7 : 00 8 : 00 9:00 10:00 \l : 00 12 : 00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: ELM AVE LOCATION: CONCORD/TAMARACK DATE: 03-01-89 DIRECTIONAL VOLUME * * 11 * 6 *** 21 ********* g4 ******.*************** 204 ************************************* 365 ********************************** 339 ************************ 239 *********************** 224 **************************** ?72 ************************ 235 ************************** 750 *************************************** 387 ********************************* o?5 ***************************************** 406 **************** ********************************* 480 ********* ********************************** 422 ***************************** 280 ************************ 239 ************ ****** 53 * * * 2 9 114 100 200 300 400 VEHICLES / HOUR 500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: ELM AVE LOCATION: CONCORD/TAMARACK DATE: 03-01-89 - AH PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 7:30AM 07:15AM 10 :00AM 23 89 59 28 54 53 55 103 5 6 21 74 56 PEAK HOUR TOTAL 127 320 224 PEAK HOUR FACTOR 0 .58 0.78 0.95 PERCENT OF DIRECTION 5.14 12.65 PERCENT OF TOTAL 2.54 6 .40 4 .48 NOON PEAK HOUR ANALYSIS EASTBOUND WES T.,B OUND TOTAL HOUR BEGINNING 01:00PM 11:00AM 01:00PM 26 34 59 38 40 6 6 34 30 '• 6 2 34 55 63 PEAK HOUR TOTAL 132 . 159 250 PEAK HOUR FACTOR 0.87 0.7 2 0.95 PERCENT OF DIRECTION 5.34 6 .29 PERCENT OF TOTAL 2.64 3 . 18 5.00 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 0 5:00PM 05:15PM 0 5:00PM 80 50 124 81 40 131 63 46 103 76 55 122 PEAK HOUR TOTAL 300 -• 191 480 PEAK HOUR FACTOR 0.93 0.87 0.92 PERCENT OF DIRECTION 12 ; 15 7.55 9 .60 PERCENT OF TOTAL 6 . 00 3 .82 9 .60 DIRECTIONAL SPLIT 49.41 5 0.59 jhk (& associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 15 Link Location: Rancho Santa Fe Rd. between Melrose Dr. & Questhaven Rd. CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analj^is 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analj^is 8 of 8 A3-132 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 STREET : RANCHO SANTA FE LOCATION:MELROSE/QUESTHAVEN DATE 02-28-89 AM PM NORTH SOUTH TOTAL BOUND BOUND 11 17 28 7 15 22 10 8 18 7 11 18 8 5 13 2 5 7 5 12 3 1 4 2 5 7 1 1 2 4 3 7 5 1 5 6 4 10 5 1 6 4 5 9 3 8 11 2 5 2 4 6 5 4 9 12 • 3 15 8 17 25 18 19 37 21 18 39 38 33 71 48 39 87 63 82 145 93 113 206 156 176 332 178 210 388 213 191 404 2 8 3 223 506 331 228 559 305 202 507 269 184 453 211 221 432 226 196 422 215 191 .4 06 193 154 347 164 151 325 178 157 335 160 139 299 161 165 326 126 173 299 175 126 301 181 128 30 9 122 159 281 164 166 330 160 144 304 TIME 12:00 1 : 00 2 : 00 3 : 00 4:00 5 : 00 6:00 : 00 8 : 00 9 : 00 10:00 11:00 NORTH SOUTH TOTAL BOUND BOUND 146 157 303 149 151 300 160 141 301 146 144 290 136 129 265 140 142 282 145 141 28 5 142 151 303 14 0 162 302 ICO ± J Ll 176 325 157 165 323 171 20 5 3 7 5 16 183 34 4 198 194 392 198 192 390 198 242 440 183 222 405 241 239 480 203 206 4 09 197 215 412 194 211 405 197 271 458 235 255 4 90 2 39 248 -487 166 193 359 165 174 339 137 156 293 101 147 248 104 119 223 81 95 175 89 76 165 69 74 143 49 71 120 69 6 8 137 54 82 135 59 64 123 52 67 119 51 86 137 44 ' 64 108 35 97 132 31 71 102 37 48 85 27 49 76 25 25' 5 0 22 24 46 21 29 50 25 20 45 13 12 25 24 HOUR VOLUMES NEWPORT IRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: RANCHO SANTA FE LOCATION: MELROSE/QUESTHAVEN DATE: 02-28-89 TIME 1 NORTH ; . BOUND i SOUTH ; BOUND 1 TOTAL 12:00 NORTH ; . BOUND i SOUTH ; BOUND 1 TOTAL 12:00 35 1 51 i 85 1:00 35 1 51 i 85 1:00 20 14 ; 34 2:00 ; 20 14 ; 34 2:00 ; 12 10 22 3 : 00 12 10 22 3 : 00 18 18 35 '4:00 18 18 35 '4:00 21 14 35 5 : 00 21 14 35 5 : 00 85 87 172 6:00 85 87 172 6:00 350 410 770 7 : 00 8 : 00 350 410 770 7 : 00 8 : 00 1,005 852 1 ,857 7 : 00 8 : 00 1,011 803 1,814 9 : 00 1,011 803 1,814 9 : 00 7 50 663 1,413 10:00 7 50 663 1,413 10:00 622 50 3 1,225 11:00 622 50 3 1,225 11:00 627 597 1 ,224 12:00 . 627 597 1 ,224 12:00 . 501 593 1,19 4 1 : 00 501 593 1,19 4 1 : 00 563 573 1,13 6 - 2:00 563 573 1,13 6 - 2:00 618 709 1 ,327 3:00 618 709 1 ,327 3:00 755 , 811 1,556 4 : 00 755 , 811 1,556 4 : 00 824 882 1,705 5 : 00 824 882 1,705 5 : 00 865 985 1,850 6 : 00 865 985 1,850 6 : 00 559 670 1,239 7 : 00 559 670 1,239 7 : 00 3 43 3 6 4 70 7 8 : 00 3 43 3 6 4 70 7 8 : 00 ; 231 1 285 1 516 9:00 ; 231 1 285 1 516 9:00 1 1-8 2 1 314 1 496 10:00 1 1-8 2 1 314 1 496 10:00 ; 120 1 193 1 313 11:00 ; 120 1 193 1 313 11:00 i 81 1 1 n Q1 R 1 85 1 1 n , R fi 6 i 166 1 20,904 12:00 i 81 1 1 n Q1 R 1 85 1 1 n , R fi 6 i 166 1 20,904 1 X U , J. V' 1 ^ s, , i 166 1 20,904 1 — 1 AH 3 of 8 12 : 00 1 : 00 2:00 3:00 4:00 5:00 6 : 00 7:00 8 : 00 9:00 JO : 00 ^ 1 : 00 12:00 1 : 00 2 : 00 3 : 00 4:00 5 : 00 5 : 00 7 : 00 8:00 9 : 00 10:00 il : 00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: RANCHO SANTA FE LOCATION: MELROSE/QUESTHAVEN DATE: 02-28-89 DIRECTIONAL VOLUME * * 8 5 * 34 ' 22 * 36 * 35 A A A A 172 A AAAAAAA A AAAAAAAAAA*****AA*AAAA AAAA AAA 2 857 AAAAAAAAAA A AAAAAAAAAAAAAAAAAAAAAAAAA* 1,814 AAAAAAAAAAAAAAAAAAAAAAAAAA*** 2 413 *** 1,225 * * * 1,224 1,19 4 * 1,136 *************************** 2 327 ******************************** 2 55 6 *********************************** 2 706 ************************************** 1,850 * * * 1,239 *AAAAAAAAA*AAA*AA*A*A* AAAAAAAAAAAAAAAAAAA, AA* AAAAAAAAAAAAAAA A AAAAAAAA A^AAAAA*A*AA****AAAA** AAAA****AA**AA*AAAA*AA AAAAAAAAAAAAAA* 707 AAAAAAAAA A* C 16 *A***AAAAA 496 ******* 313 * * 166 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: RANCHO SANTA FE LOCATION: MELROSE/QUESTHAVEN DATE: 02-28-89 AH PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 07:30AM 0 7:00AM 07:30AM 283 210 506 331 191 559 305 223 507 -269 228 453 PEAK HOUR TOTAL 1,188 852 2,025 PEAK HOUR FACTOR 0.90 0 .93 0 .91 PERCENT OF DIRECTION 11.51 • 8.05 PERCENT OF TOTAL 5 .68 4 . 08 9 .69 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 11:00AM 11:15AM 01:00PM 181 159 265 122 166 282 164 144 286 150 157 303 PEAK HOUR TOTAL 627 626 1 ,136 PEAK HOUR FACTOR 0.87 0 .94 0.94 PERCENT OF DIRECTION- 6.08 5.91 PERCENT OF TOTAL 3.00 2 . 99 5.43 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 05:00PM 05;OOPM 0 5:00PM 194 211 405 197 271 468 235 255 4 90 239 248 487 PEAKHOURTOTAL 865 : 985 1,850 PEAK HOUR FACTOR 0.90 0.91 0 .94 PERCENT OF DIRECTION 8.38 9 .30 8.85 PERCENT OF TOTAL 4.14 4 . 71 8.85 DIRECTIONAL SPLIT 49.36 50.64 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:RANCHO SANTA FE LOCATION:MELROSE/QUESTHAVEN 5 of 8 DATE 03-01-8Q AM PM NORTH SOUTH TOTAL BOUND BOUND 10 17 27 ,6 6 12 2 16 18 5 7 12 4 9 13 2 7 9 3 6 9 5 3 8 2 • 4 6 8 2 10 7 1 8 5 4 9 4 4 8 5 5 10 0 3 3 5 8 13 5 18 12 6 18 15 9 24 22 14 35 31 9 40 4 8 24 72 75 31 105 90 41 131 195 76 271 196 125 321 211 168 379 298 214 512 349 189 538 270 229 499 216 240 456 231 172 403 241 206 447 209 186 395 156 179 335 162 146 308 193 160 353 139 136 275 134 144 278 138 150 288 160 147 307 134 131 265 160 130 290 167 133 300 159 145 304 181 159 340 153 147 300 177 154 331 TIME 12:00 1:00 2:00 3:00 4 : 00 5:00 6:00 7:00 8 : 00 9:00 10 : 00 11 :00 NORTH SOUTH TOTAL BOUND BOUND 169 168 33 7 156 163 319 158 151 319 150 151 311 155 152 307 141 149 290 170 173 343 167 140 307 159 161 320 140 178 318 175 168 343 149 169 318 195 171 365 198 201 399 211 255 455 209 197 406 240 249 489 212 247 459 215 244 4 59 218 235 45 4 229 254 493 171 215 385 214 238 45 2 161 2 00 361 132 189 321 108 149 257 112 150 262 80 111 191 56 113 159 68 84 152 54 78 132 45 89 134 60 87 147 50 85 135 52 8 2 134 49 67 116 47 98 145 57 71 128 . 47 88 135 41 63 • 104 30 57 97 28 55 83 24 27 51 20 19 39 13 19 3 2 12 19 31 6 17 23 11 11 22 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET : LOCATION: RANCHO SANTA FE MELROSE/QUESTHAVEN DATE: 0 3-01-89 AM PH TIME NORTH BOUND 1 SOUTH 1 BOUND 1 TOTAL 12:00 NORTH BOUND 1 SOUTH 1 BOUND 1 TOTAL 12:00 23 46 5 9 1:00 23 46 5 9 1:00 14 25 39 2 : 00 14 25 39 2 : 00 22 11 33 3 : 00 22 11 33 3 : 00 14 15 29 4 : 00 14 15 29 4 : 00 62 34 96 5:00 62 34 96 5:00 244 105 349 6 : 00 244 105 349 6 : 00 900 583 1 ,483 7 : 00 900 583 1 ,483 7 : 00 1,066 830 1,895 8 : 00 1,066 830 1,895 8 : 00 768 717 1,485 9:00 768 717 1,485 9:00 504 590 1,19 4 10:00 504 590 1,19 4 10:00 521 541 1,16 2 11:00 521 541 1,16 2 11:00 670 605 1,275 12 : 00 670 605 1,275 12 : 00 633 653 1,286 1 :00 633 653 1,286 1 :00 633 614 1,247 2 : 00 633 614 1,247 2 : 00 623 6 76 1 ,299 3 : 00 623 6 76 1 ,299 3 : 00 813 824 1 ,637 4 r 00 813 824 1 ,637 4 r 00 885 976 1,861 5 : 00 885 976 1,861 5 : 00 775 917 1,692 6 : 00 775 917 1,692 6 : 00 432 599 1,031 7:00 432 599 1,031 7:00 . 223 364 587 8 : 0 0 . 223 364 587 8 : 0 0 211 321 532 9 : 00 211 321 532 9 : 00 19 2 320 512 10:00 19 2 320 512 10:00 102 168 270 11:00 102 168 270 11:00 42 66 1 108 12:00 42 66 1 108 12:00 10,572 1 10,600 1 21,172 10,572 1 10,600 1 21,172 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: RANCHO SANTA FE LOCATION: MELROSE/QUESTHAVEN 7 of 8 DATE: 03-01-89 DIRECTIONAL VOLUME 12:00 1:00 2:00 3 : 00 4 : 00 5:00 6 : 00 7:00 8 : 00 9:00 ^0:00 '11:00 12:00 1 : 00 2 : 00 3 : 00 4 : 00 5 : 00 6:00 7 : 00 8:00 9:00 10:00 |l : 0 0 12:00 * * 5 9 * Q O 0 o 29 96 ******* ****** 349 ******-************************ 2 483 ************************************** ****************************** 1,895 1,485 A AAA******************** 2 194 *A*ft**AAA******AAAA***A* 2 162 *A**A A*A***A************** 2 275 ******A*** AAA*AA**AAA**A** 2 286 *A***AA*A****A**AA*****AA 2 247 **AAAAAAA***A***A*AAAAAAAA 2 299 *********************** 2 637 ****** A. AAAAAAAAA**** A A***AAAAA**AAAAAA 1,861 A: A AAA************** *************** 1,692 AAAAAAA************** 2 0^1 *****AAAA*A* 587 AAAAAAA* A:** 512 270 * * * 2 0 8 500 1000 1500 2000 VEHICLES / HOUR 2500 8 of 8 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: RANCHO SANTA FE LOCATION: MELROSE/QUESTHAVEN DATE: 03-01-89 AH PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 06:45AM 06:45AH 0 5:45AM 298 214 512 349 189 538 270 229 -499 216 240 456 PEAK HOUR TOTAL 1 ,133 872 2,005 PEAK HOUR FACTOR 0.81 0 .91 0 .93 PERCENT OF DIRECTION 10.72 8.23 9.47 PERCENT OF TOTAL 5 .35 4 .12 9.47 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 11:15AH 12:00PM 01:00PM 181 168 307 153 163 290 1 7 7 151 343 169 161 307 PEAK HOUR TOTAL 680 653 1,247 PEAK HOUR FACTOR 0.94 0.97 0.91 PERCENT OF DIRECTION 6.43 6.16 5 .89 PERCENT OF TOTAL 3 .21 3 . 08 5 .89 NORTHBOUND PM PEAK HOUR ANALYSIS SOUTHBOUND TOTAL HOUR BEGINNING 04:00PM 04:15PM 0 4 :1.5 P M 240 247 459 212 244 459 215 236 454 218 264 493 PEAK HOUR TOTAL .885 : 991 1,865 PEAK HOUR FACTOR 0.92 0.94 0.95" PERCENT OF DIRECTION 8.37 9 . 35 8 .81 PERCENT OF TOTAL 4.18 4 . 68 8 .81 DIRECTIONAL SPLIT 49.93 50.07 jhk & associates CITY OF CARLSBAD WINTER 1989 LINK COUNT SUMMARY Link Number: 16 Link Location: Jefferson St. between Marron Rd. & 1-5 CONTENT PAGE Day 1 15 Minute Counts 1 of 8 Day 1 24 Hour Volumes Summary 2 of 8 Day 1 Bar Chart Volumes 3 of 8 Day 1 Peak Hour Analysis 4 of 8 Day 2 15 Minute Counts 5 of 8 Day 2 24 Hour Volumes Summary 6 of 8 Day 2 Bar Chart Volumes 7 of 8 Day 2 Peak Hour Analysis 8 of 8 A3-141 NEWPORT TRAFFIC STUDIES 1 of 8 15 MINUTE COUNTS STREET : JEFFERSON LOCATION; : MARRON / 1-5 DATE 02-28-89 AM PM EAST W E S T TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 1 8 9 12:00 81 92 173 2 1 3 83 95 178 1 1 2 98 73 171 1 4 5 6 6 91 157 0 2 2 1 : 00 83 109 192 1 4 5 62 • 109 171 1 4 5 59 92 151 1 2 3 64 95 159 3 2 5 2 : 00 58 '99 157 2 1 3 64 9 5 . 159 0 3 3 73 100 173 1 1 2 65 76 141 2 2 4 3 : 00 72 103 175 1 1 2 90 81 171 1 1 2 77 91 168 0 2 2 86 70 156 1 0 1 4:00 69 101 170 0 0 0 74 111 185 2 1 3 96 98 194 2 1 3 99 79 178 1 5 6 5:00 101 107 208 1 2 . 3 122 103 225 1 5 6 107 106 213 7 6 13 9 2 73 155 9 10 19 6 : 00 59 57 136 6 12 18 58 57 115 10 25 35 39 67 106 18 3 3 51 57 46 103 20 50 70 7 : 00 38 5 9 97 17 48 6 5 46 50 95 21 56 77 34 44 78 22 59 81 40 39 79 29 81 110 8:00 28 39 6? 2 6 101 127 27 36 63 40 80 120 8 31 39 25 45 71 10 21 31 41 61 102 9 ; 00 13 3 5 48 3 5 5 3 88 12 38 5 0 48 50 98 ' 9 2 2 31 5 5 69 124 -11 37 48 73 53 126 10:00 10 23 3 3 7 4 66 140 6 14 20 58 62 130 12 15 27 5 6 82 138 6 10 16 59 73 132 11:00 9 6 15 70 73 143 4 9 13 58 81 139 1 3 4 77 7 7 154 5 6 11 STREET : LOCATION AM PM TIME 12:00 1:00 . 2:00 3 : 00 4 1 00 : 00 6 : 00 7 : 00 8:00 9 : 00 10:00 11: 00 12:00 1:00 2:00 3 : 00 4 : 00 5:00 6 : 00 7:00 8 : 00 9 : 00 10:00 11:00 12 : 00 - 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA JEFFERSON MARRON / 1-5 2 of 8 DATE: 02-28-89 EAST 1 WEST 1 BOUND 1 BOUND 1 TOTAL 5 i 14 ! 19 3 12 15 6 7 13 4 5 10 5 2 7 10 18 28 43 80 123 80 213 293 121 307 428 179 233 412 271 263 534 254 304 568 328 351 679 268 4 05 673 260 370 630 325 345 670 338 389 727 422 389 811 223 237 460 158 192 350 73 127 200 -4 5 132 177 34 62 1 96 19 24 1 43 3,484 1 4,482 1 7,965 3 of 8 # 12:00 1:0 0 2:00 3 : 00 4 : 00 5 : 00 6:00 7 : 00 8 : 00 9:00 0 : 00 11:00 12:00 1:00 2:00 3 : 00 4:00 5 : 00 6:00 7:00 8:00 9 : 00 10:00 1:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: JEFFERSON LOCATION: MARRON / 1-5 * 2.9 * 15 * 13 * 10 * 7 * * 28 ******-* 123 A:*AAA*A**A:*A*** 293 **AAAAA*****AA**AAAA** 428 AAA*AAAA*A*A**A**A***AAAA AAAAAAAAAAAAAAAAAAA******* *^:**AAAAA*AAAA*AAAAAAAA*AAAA AAAAA-*****A*AA***A**A*AA*****A* DATE: 02-28-89 DIRECTIONAL VOLUME ********************* 412 534 568 ****AAA*AA***AAAAA*A:AAAA**A*A**** 679 AAAAAA 673 630 A*:A*A**AA*AA**A**AAAAA*AA*****AAA* 670 A A AAAAAAAAAAA A AAA* A AAAAAA**A***A***AA y^y A AAAAA*** A:** A **A*AAAAAAAAAAA*A A AAAAAAAAAA gll AAAAAA****************** 460 A:A A*A************* ^50 *AAAAA***A;* 200 A****AAA* 177 96 43 ***** 200 400 600 800 VEHICLES / HOUR 1000 4 of 8 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: JEFFERSON LOCATION: HARRON / 1-5 DATE: 02-28-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 10:00AM 07:45AM 10:00AM 73 59 126 74 81 140 68 101 130 5 6 80 138 PEAK HOUR TOTAL 271 321 534 PEAK HOUR FACTOR 0.92 0.79 0.95 PERCENT OF DIRECTION 7 .78 7.16 6.70 PERCENT OF TOTAL 3 .40 4 .03 6.70 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 11:45AM 01:00PM 01:00PM 77 109 192 81 109 171 8 3 92 151 98 95 159 PEAK HOUR TOTAL 339 405 673 PEAK HOUR FACTOR 0 .85 0 .93 0 . 88 PERCENT OF DIRECTION 9 .73 9.04 8.45 PERCENT OF TOTAL 4 .26 5 . 08 8.45 EASTBOUND PM PEAK HOUR ANALYSIS WESTBOUND TOTAL HOUR BEGINNING PEAK HOUR TOTAL PEAK HOUR FACTOR PERCENT OF DIREC PERCENT OF TOTAL 04:45PM 04:15PM 04:45PM 99 111 178 101 98 208 122 79 225 107 107 213 429 : 395 824 0 .88 0.89 0.92 12.31 8.81 5 .39 4.96 10.34 43.74 56 . 26 DIRECTIONAL SPLIT • NEWPORT TRAFFIC STUDIES 5 of 8 15 MINUTE COUNTS STREET : JEFFERSON LOCATION: :MARR0N / 1-5 DATE 03--01-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 2 9 11 12:00 72 59 141 0 6 6 72 95 157 1 2 3 82 89 1 71 0 3 3 80 93 173 1 2 3 1:00 68 92 160 3 4 7 67 9 9 155 0 1 1 59 92 151 0 0 0 75 101 176 2 3 5 2 : 00 61 104 165 1 0 1 66 90 156 0 4 4 77 82 159 1 3 4 79 114 193 0 1 1 3:00 67 8 4 151 1 3 ' 4 78 91 169 0 2 2 89 90 179 1 0 1 92 87 1 7 9 2 0 2 4:00 106 99 20 5 3 3 6 122 98 220 1 5 6 153 102 255 5 4 9 153 96 249 5 2 7 5:00 95 101 196 8 6 14 72 94 166 7 11 18 51 78 129 8 27 35 59 68 127 21 24 45 6 : 00 62 59 121 20 38 58 44 45 89 17 45 62 41 - 52 9 3 28 31 59 25. 47 72 28 57 85 7:00 46 48 94 2 3 79 102 19 45 5 4 39 10.0 139 27 52 79 41 96 137 32 45 77 38 57 95 8 : 00 16 33 4 9 37 67 104 15 45 60 35 42 77 19 45 6 4 52 60 112 7 35 42 56 43 99 9:00 5 37 4 2 51 59 110 8 31 39 61 4 7 108 9 12 21 55 68 123 8 10 18 58 57 115 10 :00 8 16 24 50 59 109 7 18 25 49 81 130 5 7 - 12 65 82 147 3 8 11 68 63 131 11:00 3 4 7 75 76 151 3 8 7 11 7 3 ' 77 150 5 8 7 12 72 99 171 2 8 10 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH ,• CA 6 of 8 STREET : LOCATION JEFFERSON MARRON / 1-5 DATE: 03-01-89 TIME EAST BOUND WEST BOUND TOTAL 12:00 EAST BOUND WEST BOUND TOTAL 12:00 3 20 23 1 : 00 3 20 23 1 : 00 4 7 11 2:00 4 7 11 2:00 4 10 14 3 : 00 4 10 14 3 : 00 2 6 8 4 : 00 2 6 8 4 : 00 11 12 23 5:00 11 12 23 5:00 28 46 74 6:00 28 46 74 6:00 86 138 224 7 : 00 86 138 224 7 : 00 131 332 463 8 : 00 131 332 463 8 : 00 162 226 388 9 : 00 162 226 388 9 : 00 223 217 440 10:00 223 217 440 10:00 222 279 501 11:00 222 279 501 11:00 288 315 603 12:00 288 315 603 12:00 306 346 65 2 1 : 00 306 346 65 2 1 : 00 269 384 65 3 2 : 00 269 384 65 3 2 : 00 283 390 673 3:00 283 390 673 3:00 3 2 6 352 678 4 : 00 3 2 6 352 678 4 : 00 534 395 929 5:00 534 395 929 5:00 277 341 618 6:00 277 341 618 6:00 172 203 375 7:00 172 203 375 7:00 124 190 314 8 : 00 124 190 314 8 : 00 57 158 215 9:00 57 158 215 9:00 • :3 0 90 120 . 10:00 • :3 0 90 120 . 10:00 23 49 72 11:00 23 49 72 11:00 13 27 40 12:00 13 27 40 12:00 3,578 4,533 8,111 3,578 4,533 8,111 AM PM 12:00 1 : 00 2:00 3:00 4 : 00 5 : 00 6:00 7:00 8:00 9 : 00 0 : 00 11:00 12:00 1:00 2 : 00 3 : 00 4:00 5 : 00 6 : 00 7:00 8:00 9:00 10:00 1:00 12:00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: JEFFERSON LOCATION: MARRON / 1-5 23 11 14 8 23 74 * A A***.****** 224 ************************ 463 3 88 ******************** A****A*AA**AA**A******* 440 ************************** 501 ******************************* 503 ********************************* 552 ********************************* 653 ********************************** 673 ****,** **************************** 678 7 of 8 DATE: 03-01-89 DIRECTIONAL VOLUHE *********************************************** 929 * * * * * ************* ************* 618 *AAAAA********AA*A 375 A: A: AAAAAAAAAA**** 314 *********** 215 * * * A A * * 120 A A * 72 40 200 400 600 800 VEHICLES / HOUR 1000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: JEFFERSON LOCATION: MARRON / 1-5 DATE: 03-01-89 AM PEAK HOUR ANALYSIS EA-ST BOUND WESTBOUND TOTAL HOUR BEGINNING 09:15AM 07:00AM 10:00AM 51 57 115 61 79 109 55 100 130 58 96 147 PEAK HOUR TOTAL 225 332 501 PEAK HOUR FACTOR 0 .'92 0.83 0 .85 PERCENT OF DIRECTION 6.29 7 .32 6 .18 PERCENT OF TOTAL 2.77 4 .09 6 .18 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 12:00PM 01:00PM 01:00PM 72 92 160 72 99 166 82 92 151 80 101 176 PEAK HOUR TOTAL 306 384 553 PEAK HOUR FACTOR 0.93 0.95 0.93 PERCENT OF DIRECTION 8.5 5 8.47 8.05 PERCENT OF TOTAL 3 .77 4 .73 8.05 PM PEAK HOUR ANALYSIS ^ EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 04:00PM 04:15PM 04:00PM 106 98 205 122 102 220 153 96 255 153 101 249 PEAK HOUR TOTAL 534 : 397 929 PEAK HOUR FACTOR 0.87 0.97 0.91 . PERCENT OF DIRECTION 14.92 8.76 11.45 PERCENT OF TOTAL 6.58 4 . 89 11.45 DIRECTIONAL SPLIJ 44.11 55.89 jhk &: associates A4. ADDITIONAL INTERSECTION CAPACITY ANALYSIS Based on intersection capacity and LOS criteria established by the City it was determined that additional analysis would be required. A total of seven (7) intersections were identified to be operating at LOS D or worse during either the a.m. or p.m. peak hour. This further analysis involved the application of Method 2 - Heavy Demand Procedure. This chapter presents the results of this additional capacity analysis and the data is organized in a similar format as shown in Chapter A2. A4-1 ihk ik associates Table A4-1 ADDITIONAL INTERSECTION CAPACITY ANALYSIS INDEX WINTER 1989 Count Number Count Intersection/Location P«^e Number El Camino Real and Tamarack Avenue A4-3 El Camino Real and Faraday Avenue A4-5 El Camino Real and Palomar Airport Road A4-7 El Camino Real and Alga Road A4-10 El Camino Real and La Costa Avenue A4-12 11 Rancho Sante Fe and Melrose A4-15 20 Carlsbad Boulevard and State Street A4-17 A4-2 -J ihk & associates CITY OF CARLSBAD WINTER 1989 Intersection Number: 4 Intersection Location: EI Camino Real and Tamarack Avenue CONTENT PAGE A.M. Peak Hour ICU Heavy Demand Procedure 1 of 1 A4-3 ICU HEAVY DEMAND PROCEDURE EL CAHINO REftL at TftHARftCK Lane Confiquration for Intersection Capacity Utiliration Paqe 1 of 1 Pk. Hr. Tiee Period: So. Approach (NB) No. Approach (SB) West Appr. (EB) East ftppr. (WB) 07:15 ftH to 08:15 ftH Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11 1 1 1 Confiq- (left) 2 1 1 1 1 urations 3 1 11 1 1 4 1 Outside 5 Lane Settings 12 112 0 111111 Capacity IBOO 4000 1800 1800 4000 0 1800 2000 1800 1800 2000 1800 Do you Mant separate North/South phases (Yes/No)? No Do you Hant separate East/Hest phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluie 80 385 71 35 1242 24 68 67 180 271 258 40 Utilization Factor 0.04 0.10 0.04 0.02 0.32 0.00 0.04 0.03 0.10 0.15 0.13 0.02 ICU Ratio = 0.71 LOS = C Turning Hoveients at Intersection of EL CftHINO REAL and TftHARftCK Tiie; 07:15 ftH to 08:15 ftH North ftpproach EL CftHINO REftL Date; 02/16/89 Day: Thursday 1794 <- Total Naie: J56 1301 493 <- Subtotals Sub- 24 1242 35 Total totals III " Sub- H <-' V •-> ; " totals Total E 8 282 <— : ; a s •— 40 s t 597 ; * <— 258 569 t 68 —• ! /— 271 A 315 67 "> ; ; 742 A p 180 —' North V p p ! > 173 p r V ! r ! <-, " I-y TAHARACK 11 III V Itl 80 385 71 Subtotals -> 1693 536 Total -> 2229 Note; Left-turn voluies include South Approach U-turns. -J hk (X associates CITY OF CARLSBAD WINTER 1989 Intersection Number: 5 Intersection Location: EI Camino Real and Faraday Avenue CONTENT PAGE P.M. Peak Hour ICU Heavy Demand Procedure 1 of 1 A4-5 ICU HEAVY DEMAND PROCEDURE EL CftHINO REftL at FARADAY Lane Cpnfiquration for Intersection Capacity Utilization Paqe 1 of 1 Pk. Hr. Tiie Period; So. ftpproach (NB) No. ftpproach (SB) West ftppr. (EB) East ftppr. (WB) 04:30 PH to - 05:30 PH Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11 1 1 1 Config- (left) 2 1 1 1 1 urations 3 1 1 1 11 4 11 1 Outside 5 111 Lane Settings 2 2 12 3 0 2 1112 0 Capacity 3240 4000 1800 3240 6000 0 3240 2000 1800 1800 4000 0 Do you want separate North/South phases (Yes/No)? No Do you want separate East/West phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluie 84 1124 57 46 465 15 322 15 599 211 8 83 Utilization Factor 0.03 0.28 0.03 0.01 0.08 0.00 0.10 0.01 0.33 0.12 0.02 0.00 ICU Ratio = 0.85 LOS = D H e s t A P P r Turning Hoveients at Intersection of EL CftHINO REAL and FARADAY North Approach EL CftHINO REftL Tiie: 04:30 PH to 05:30 PH Date: 03/01/89 Day: Wednesday Naie: JS6 Sub- Total totals 959 23 936 322 —' 15 -> 599 — • 15 Subtotals -> 1275 Total -> 526 465 I V 2055 46 I I '-> North t I I I 84 1124 1265 2540 South Approach 1529 <- Total <- Subtotals <— /— /-> I I 57 Sub- totals Total 83 8 211 302 118 FARADAY .420 E a s t A P P r Note: Left-turn voluies include U-turns. -J ihk (Sc associates CITY OF CARLSBAD WINTER 1989 Intersection Number: 6 Intersection Location: EI Camino Real and Palomar Airport Road CONTENT PAGE A.M. Peak Hour ICU Heavy Demand Procedure 1 of 2 P.M. Peak Hour ICU Heavy Demand Procedure 2 of 2 A4-7 ICU HEAVY DEMAND PROCEDURE EL CAHINO REAL at PALOHAR AIRPORT RD Lane Configuration for Intersection Capacity Utilization Page 1 of 2 Pk. Hr. Tiie Period: So. Approach (NB) No. ftpproach (SB) West ftppr. (EB) East ftppr. (WB) 07:15 ftH to ~- 08:15 ftH Left Thru Right Left Thru Riqht Left Thru Riqht Left Thru Riqht Lane Inside 11 1 1 1 Config- (left) 2 1 1 1 1 urations 3 1 1 - 1 1 4 1111 Outside 5 Lane Settings 12 112 112 112 1 Capacity 1800 4000 1800 1800 4000 1800 1800 4000 1800 1800 4000 1800 Do you want separate North/South phases (Yes/No)? No Do you nant separate East/West phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluie 42 621 97 184 635 269 224 314 98 502 725 321 Utilization Factor 0.02 0.16 0.05 0.10 0.16 0.15 0.12 0.08 0.05 0.28 0.18 0.18 ICU Ratio = 0.71 LOS = C Turning Hovesents at Intersection of EL CAHINO REAL and PALOHAR AIRPORT RD Tiie: 07:15 AH to 08:15 AH North Approach EL CftHINO REAL Date: 03/01/89 Day: Wednesday 2254 <- Total Naie: JSB 1088 1166 <- Subtotals Sub- 269 635 184 Total totals ! ! ! " Sub- N <-' V •-> ; " totals Total E e 994 < ! ! a 5 " '— 321 s t 1630 : " <— 725 1548 t 224 —' : /— 502 A 636 314 -> ! ; 2143 A p 98 —' North V p p ; > 595 p r V ; r 1 <-, " /-> PALOHAR AIRPORT RD n III » III 42 621 97 Subtotals -> 1235 760 Total -> 1995 Note: Left-turn voluies include South Approach U-turns. ICU HEAVY DEMAND PROCEDURE EL CAHINO REAL at PALOHAR AIRPORT RD Lane Configuration for Intersection Capacity Utilization Page 2 of 2 Pk. Hr. Tiie Period: So. ftpproach (NB) No. Approach (SB) West Appr, (EB) East Appr. (WB) 04:30 PH to ~^ 05:30 PH Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11 1 1 1 Config- (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 .1 1 1 Outside 5 Lane Settings 12 112 112 112 1 Capacity 1800 4000 1800 1800 4000 1800 1800 4000 1800 1800 4000 1800 Do you want separate North/South phases (Yes/No)? No Do you want separate East/West phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluie 77 741 377 371 656 218 343 732 127 167 338 215 Utilization Factor 0.04 0.19 0.21 0.21 0.16 0.12 0.19 0.18 0,07 0,09 0.08 0.12 ICU Ratio = 0,83 LOS = D Turning Hoveients at Intersection of EL CAHINO REftL and PALOHAR AIRPORT RD Tiie: 04;30 PH to 05:30 PH North Aoproach EL CAHINO REAL Date: 03/01/89 Day; Wednesday 2544 <- Total Naie: JS6 1245 1299 <- Subtotals Sub- 218 656 371 Total totals ' Sub- It <-• V •-> \ ^ totals Total E e 556 < : i a 5 •— 215 5 t 1758 ! " <--•• 338 720 t 343 —' ! /— li7 A 1202 732 ~> ; : 2200 A p 127 —' North V p p ; > 1480 p r V ! r <-, " I-y PALOHAR AIRPORT RD 77 741 377 Subtotals -> 950 1195 Total -> 2145 Note: Left-turn voluies include South Approach U-turns, # jhk & associates CITY OF CARLSBAD WINTER 1989 Intersection Number: 8 Intersection Location: EI Camino Real and Alga Road CONTENT PAGE P.M. Peak Hour ICU Heavy Demand Procedure 1 of 1 A4-10 ICU HEAVY DEMAND PROCEDURE EL CAMINO REAL at ALGA Lane Confiquration for Intersection Capacity Utilization Page 1 3t l Pk, Hr. Tiie Period; So, Approach (NB) No. Approach (SB) West Appr. (EB) East Appr. (i<B) 04:45 PH to 05:45 PH Left Thru Riqht Left Thru Right Left Thru Riqht Left Thru Right Lane Inside 11 1 1 1 Confiq- (left) 2 1 1 - 111 urations 3 1 1 11 1 4 • 1 • 1 Outside 5 1 Lane Settinqs 13 112 112 0 111 Capacity 1800 6000 1800 1800 4000 1800 1800 4000 0 2400 1200 1800 Do you want separate North/South phases (Yes/No)? No Do you want separate East/West phases (Yes/Noj? Yes Efficiency Lost Factor 0.10 Hourly Volune 6 628 497 310 1092 60 39 18 15 313 23 97 Utilization Factor 0.00 0.10 0,28 0,17 0.27 0.03 0.02 0.01 0.00 0.13 0.02 0.05 ICU Ratio = 0.73 LOS = C Turning Movesents at Intersection of EL CAMINO REftL and ALGA Time; 04:45 PH to 05:45 PH North Approach EL CAMINO REAL Date: 03/01/89 Day; Wednesday 2226 <- Total Nate; JSG 1462 764 <- Subtotals Sub- 60 1092 310 Total totals " Sub- W <-' V •-> ; " totals Total E e 83 < ; : a 5 " '—97 s t 155 : " <— 23 433 t 39 —• ; /— 313 A 72 18 -> ; ; 1258 A 0 15 —' North V p p : > 825 p r V ! r ; <-, /-> ALGA • V ; ; ] _ 6 628 49'7 Subtotals -> 1420 1131 Total -> 2551 Note: Left-turn voluies include South ftpproach U-turns. -J hk 8i associates CITY OF CARLSBAD WINTER 1989 Intersection Number: 9 Intersection Location: El Camino Real and La Costa Avenue CONTENT PAGE A.M. Peak Hour ICU Heavy Demand Procedure 1 of 2 P.M. Peak Hour ICU Heavy Demand Procedure 2 of 2 A4-12 ICO HBAVY DEMAND PROCBDURB EL CAHINO REAL at LA COSTA Lane Configuration for Intersection Capacity Utilization Page 1 of 2 Pk. Hr. Tiie Period: So. Approach (NB) No. Approach (SB) West Appr. (EB) East Appr. (WB) 07:30 AH to 08:30 AH Left Thru Riqht Left Thru Right Left Thru Riqht Left Thru Riqht Lane Inside 11 1 1 1 Confiq- (left) 2 1 1 1 1 urations 3 1 1 i i i 4 1 1 1 Outside 5 11 11 i Lane Settings 2 3 0 2 3 0 2 21 1 2 0 Capacity 3240 6000 0 3240 6000 0 3240 4000 1800 1800 4000 0 Do you want separate North/South phases (Yes/No)? No Do you want separate East/West phases (Yes/No)? Ho Efficiency Lost Factor 0.10 Hourly Voluie 289 418 6 93 533 525 542 340 204 75 593 126 Adjusted Hourly Voluie 289 424 0 93 105B 0 542 340 204 75 719 0 Utilization Factor 0.09 0.07 0.00 0.03 0.18 0.00 0.17 0.09 0.11 0.04 0.18 0.00 Critical Factors 0.09 0.18 0.17 0.18 ICU Ratio = 0.71 LOS = C Turning Hoveients at Intersection of EL CAHINO REAL and LA COSTA Tiie: 07:30 AH to 06:30 AH North Approach EL CAHINO REAL Date: 03/01/89 Day: WEDNESDAY 2237 <- Total Naie: EF 1151 1086 <- Subtotals Sub- 525 533 93 Total totals " Sub- M <-' V •-> ; * totals Total E e 1118 < ; ; - a 5 " '— 126 s t 2204 ; * <— 593 794 t 542 — • : /— 75 A 1086 340 -> ; ; 1233 A p 204 —' North V p p ; > 439 p r V ; • r ; <-, " /-> LA COSTA VI!', 289 418 6 Subtotals -) 812 713 Total -> 1525 Note: Left-turn voluies include South ftpproach U-turns. ICU HBAVY DEMAND PROCEDURE EL CAHINO REAL at LA COSTA Lane Configuration for Intersection Capacity Utilization Page 2 of 2 Pk. Hr. Tiie Period: So. Approach (NB) No. Approach (SB) West Appr. (EB) East Appr. (WB) 04:45 PH to 05:45 PH Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 11 1 1 i Config- (left) 2 1 1 1 i urations 3 1 1 i i i 4 1 11 Outside 5 11 11 i Lane Settings 230230221120 Capacity 3240 6000 0 3240 6000 0 3240 4000 1800 1800 4000 0 Do you want separate North/South phases (Yes/No)? No Oo you want separate East/Mest phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluie 345 562 38 299 700 491 503 554 337 102 474 193 Adjusted Hourly Volute 345 600 0 299 1191 0 503 554 337 102 667 0 Utilization Factor 0.11 0.10 0.00 0.09 0.20 0.00 0.16 0.14 0.19 0.06 0.17 0.00 Critical Factors O.U 0.20 0.16 0.17 ICU Ratio = 0.73 LOS = C Turning Hoveients at Intersection of EL CANINO REAL and LA COSTA Tiie: 04:45 PH to 05:45 PH North Approach EL CAHINO REAL Date: 03/01/89 Day: WEDNESDAY 2748 <- Total Naie: EF 1490 1258 <- Subtotals Sub- 491 700 299 Total totals " Sub- W — <-• V •-> \ " totals Total E e 965 < ; ; a s " •— 193 s t 2359 ; * <— 474 769 t 503 —• ; /— 102 A 1394 554 ~) ; ; 1660 A p 337 —• North V p P : > 891 p r V ; r ; <-, " I-y LA COSTA y III " (If 345 562 38 Subtotals -> 1139 945 Total -> 2084 Note: Left-turn voluies include South Approach U-turns. jhk & associates CITY OF CARLSBAD WINTER 1989 Intersection Number: 11 Intersection Location: Rancho Sante Fe and Melrose CONTENT PAGE A.M. Peak Hour ICU Heavy Demand Procedure 1 of 1 A4-15 ICU HEAVY DEMAND PROCEDURE RANCHO SANTE FE at HELROSE Lane Configuration for Intersection Capacity Utilization Paqe 1 of 1 Pk. Hr. Tiie Period; So. Approach (NB) No. Approach (SB) West Appr. (EB) East Appr. (WB) 07:00 AH to 08:00 AH Left Thru Right Left Thru Right Left Thru Right Left Thru Riqht Lane Inside 11 11 Config- . (left) 2 1 11 urations 3 1 4 Outside 5 Lane Settings 12 0 0 1110 10 0 0 Capacity 1800 4000 0 0 2000 1800 1800 0 1800 0 0 0 Do you want separate North/South phases (Yes/No)? No Do you want separate East/West phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluie 71 933 0 0 1016 170 314 0 113 0 0 0 Utilization Factor 0.04 0.23 0.00 0,00 0.51 0.09 0.17 0,00 0,06 0.00 0.00 0.00 ICU Ratio = 0.82 LOS = D Turning Hoveients at Intersection of RANCHO SANTE FE and HELROSE Tiie: 07:00 AH to 08:00 AR North Approach RANCHO SANTE FE Date: 03/02/89 Day: Thursday 2433 <- Total Naie: JS6 1186 1247 <- Subtotals Sub- 170 1016 0 Total totals 111 " Sub- 11 <-' V '-> ', ^ totals Total E e 170 < I ! a s A • 0 s t 597 I * <— 0 0 ' t 314 —' ; /— 0 A 427 0 ~> ! : OA n 113 —' North V p > 0 p r <-, " /-> HELROSE I I ( 1 < I 71 933 0 Subtotals -> 1129 1004 Total -> 2133 Note: Left-turn voluies include South Approach U-turns. -J hk & associates CITY OF CARLSBAD WINTER 1989 Intersection Number: 20 Intersection Location: Carlsbad Boulevard and State Street CONTENT PAGE P.M. Peak Hour ICU Heavy Demand Procedure 1 of 1 A4-17 ICU HEAVY DEMAND PROCEDURE CARLSBAD BLVD at STATE ST Lane Configuration for Intersection Capacity Utilization Page 1 of 1 Pk. Hr. Tiie Period: So. ftpproach (NB) No, Approach (SB) West Appr. (EB) East ftppr. (WB) 04:30 PH to 05:30 PH Left Thru Right Left Thru Riqht Left Thru Right Left Thru Right Lane Inside 111 1 Config- (left) 2 1 urations 3 4 Outside 5 Lane Settings 0 10 110 0 0 0 0 0 1 Capacity 0 2000 0 1800 2000 OOOOOO 1800 Do you want separate North/South phases (Yes/No)? No Do you want separate East/West phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluie 0 530 0 264 563 0 0 0 0 0 0 351 Utilization Factor 0.00 0.27 0.00 0.15 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.20 ICU Ratio = 0.71 LOS = C Turning Hoveients at Intersection of CftRLSBftD BLVD and STATE ST Tiie: 04:30 PH to 05:30 PH North Approach CARLSBAD BLVD Date: 02/14/89 Day: Tuesday 1708 <- Total Naie: JSG 827 881 <- Subtotals Sub- 0 563 264 Total totals 1 ! ! * Sub- W <-' V '-> \ ^ totals Total E e 0 <— : ; a 5 " '— 351 s to I " <— 0 351 t 0 —' : /— 0 A 0 0 -> ! ; 615 A p 0 —' North V p p ! > 264 p r V : r ! <-, * /-> • STATE ST U 111 •V III 0 530 0 Subtotals -> 563 530 Total -) 1093 Note: Left-turn voluies include South Approach U-turns. ihk associates Table A4-2 CITY OF CARLSBAD WINTER 1989 SUMMARY ADDITIONAL INTERSECTION ANALYSIS Count Count Number Intersection/Location ICU V/C A.M. ICU HEAVY DEMAND ICU V/C P.M. ICU HEAVY DEMAND El Camino Real and Tamarack Ave. ,83(D) .71(C) El Camino Real and Feu-aday Ave. .99(E) .85(D) El Camino Real and Palomar Airport Rd. .83(D) .71(C) .97(E) .83(D) El Camino Real and Alga Rd. * .81(D) .73(C) El Camino Real and La Costa Ave. .83(D) .71(C) .84(D) .73(C) 11 Rancho Santa Fe and Melrose ,95(E) .82(D) * 20 Carlsbad Boulevard and State St. .82(D) .70(C) Notes: * Heavy Demand ICU was not warranted for this period. ** HCM was not completed for this period. A4-19