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HomeMy WebLinkAbout; 1989 Traffic Monitoring Program Carlsbad Part 4; 1989 Traffic Monitoring Program Carlsbad Part 4; 1989-12-01-J hk Si associates CITY OF CARLSBAD SUMMER 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 Summeury 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 B3-6 1 of 8 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:MELROSE LOCATION :ALGA-RANCHO SANTA FE DATE 08-01 -89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 5 2 7 12:00 41 49 90 2 1 3 43 42 85 3 0 3 45 48 93 4 1 5 32 38 70 6 2 8 1:00 37 32 69 1 1 2 44 35 79 2 0 2 46 43 89 0 0 0 38 48 86 1 2 3 2:00 35 51 86 2 1 3 41 44 85 2 2 4 49 39 88 3 2 ' 5 51 31 82 1 1 2 3: 00 53 52 105 0 0 0 54 59 113 0 1 1 57 53 110 0 0 0 63 59 122 2 0 2 4: 00 68 57 125 0 1 1 63 53 116 1 2 3 71 53 124 1 1 2 76 61 137 2 3 5 5:00 69 79 148 7 4 11 63 98 161 4 7 11 72 87 159 6 11 17 75 76 151 9 18 27 6:00 59 49 108 17 23 40 44 52 96 13 34 47 46 45 91 10 51 61 39 43 82 23 64 87 7:00 42 36 78 31 96 127 32 23 55 35 103 138 33 35 68 46 101 147 20 24 44 59 67 126 8: 00 17 23 40 47 60 107 15 24 39 43 64 107 21 19 40 51 59 110 23 16 39 53 49 102 9: 00 21 17 38 42 53 95 16 13 29 37 58 95 19 10 29 29 42 71 21 12 33 31 44 75 10:00 10 18 2 8 27 35 62 9 17 26 33 27 60 7 16 23 34 23 57 9 8 17 32 21 53 11: 00 11 6 17 35 28 63 . 8 5 1 '>, 31 32 63 5 3 8 43 46 89 6 3 '< 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: MELROSE LOCATION: ALGA-RANCHO SANTA FE DATE: 08-01-89 TIME EAST BOUND WEST BOUND TOTAL 12: 00 EAST BOUND WEST BOUND TOTAL 12: 00 14 4 18 1: 00 14 4 18 1: 00 9 3 12 '2:00 9 3 12 '2:00 8 7 15 3:00 8 7 15 3:00 1 2 3 4: 00 1 2 3 4: 00 4 4 8 5:00 4 4 8 5:00 19 25 44 6:00 19 25 44 6:00 49 126 175 7:00 49 126 175 7:00 135 364 499 8: 00 135 364 499 8: 00 ,200 250 450 9: 00 ,200 250 450 9: 00 161 202 363 10:00 161 202 363 10:00 125 129 254 11:00 125 129 254 11:00 141 127 268 12:00 141 127 268 12:00 161 177 338 1:00 161 177 338 1:00 165 158 323 2:00 165 158 323 2:00 176 165 341 3:00 176 165 341 3:00 227 223 450 4:00 227 223 450 4:00 278 224 502 5: 00 278 224 502 5: 00 279 340 619 6:00 279 340 619 6:00 188 189 377 7:00 188 189 377 7:00 127 118 245 8:00 127 118 245 8:00 76 82 158 9: 00 76 82 158 9: 00 77 52 129 10:00 77 52 129 10:00 35 59 94 11:00 35 59 94 11:00 30 2,685 17 3,047 47 5,732 12: 00 30 2,685 17 3,047 47 5,732 30 2,685 17 3,047 47 5,732 AM PM 3 of 8 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: MELROSE LOCATION: ALGA-RANCHO SANTA FE DATE: 08-01-89 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 1: 00 12: 00 18 12 15 3 8 44 619 47 200 400 600 800 VEHICLES / HOUR 1000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 4 of 8 STREET: MELROSE LOCATION: ALGA-RANCHO SANTA FE DATE: 08-01-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND HOUR BEGINNING 08:00AM 59 47 43 51 PEAK HOUR TOTAL 20 0 PERCENT OF DIRECTION 7.45 PERCENT OF TOTAL 3.49 07:15AM 96 103 101 67 367 12.04 6.40 HOUR BEGINNING NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND 11:45AM 1.1:45AM 43 41 43 45 PEAK HOUR TOTAL 172 PERCENT OF DIRECTION 6.41 PERCENT OF TOTAL 3.00 46 49 42 48 185 6.07 3.23 PM PEAK HOUR ANALYSIS EASTBOUND I WESTBOUND HOUR BEGINNING 04:45PM 76 69 63 72 PEAK HOUR TOTAL 280 PERCENT OF DIRECTION 10.43 PERCENT OF TOTAL 3.49 05:OOPM 79 98 87 76 340 11.16 6.40 TOTAL 07:15AM 127 138 147 126 538 9.39 TOTAL 11:45AM 89 90 85 93 357 6.23 TOTAL 05:OOPM 148 161 159 151 619 9.39 CTIONAL SPLIT 46.84 53.16 5 of 8 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:MELROSE LOCATION :ALGA-RANCHO SANTA FE DATE 08 -02-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 2 2 4 12:00 32 46 78 1 3 4 31 39 70 2 1 3 31 41 72 3 2 5 29 37 66 0 3 3 1: 00 34 35 69 1 1 2 43 33 76 2 1 3 37 36 73 0 2 2 41 41 82 0 1 1 2:00 49 46 95 1 2 3 53 42 95 4 1 5 56 37 93 0 0 0 41 39 80 1 0 1 3:00 59 43 102 0 1 1 56 51 107 2 0 2 71 53 124 1 0 1 88 55 143 2 0 2 4:00 92 59 151 3 0 3 76 61 137 3 1 4 71 79 150 5 3 8 69 83 152 6 7 13 5:00 67 72 139 5 10 15 77 91 168 11 19 30 74 86 160 8 46 54 63 61 124 10 51 61 6:00 79 53 132 28 79 107 62 42 104 31 69 100 46 27 73 54 79 133 41 23 64 61 101 162 7 : 00 39 19 58 46 96 142 40 13 53 49 103 152 30 15 45 41 67 108 21 14 35 32 65 97 8 : 00 23 13 36 21 43 64 25 17 42 33 39 72 21 10 31 27 34 61 19 9 28 43 37 80 9:00 17 9 26 37 36 73 13 11 24 34 32 66 11 8 19 46 31 77 17 12 29 44 35 79 10: 00 13 6 19 41 41 82 9 3 12 38 41 79 11 2 13 45 37 82 6 2 8 51 48 99 11:00 4 1 5 53 44 97 5 3 8 49 47 96 3 2 5 56 43 99 6 1 7 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: MELROSE LOCATION: ALGA-RANCHO SANTA FE DATE: 08-02-89 TIME 12: 00 EAST BOUND WEST BOUND TOTAL TIME 12: 00 8 8 16 1:00 8 8 16 1:00 3 7 10 2: 00 3 / 10 2: 00 5 4 9 3:00 5 4 9 3:00 4 1 4: 00 4 1 4: 00 13 4 17 5:00 13 4 17 5:00 30 82 112 6:00 30 82 112 6:00 123 278 401 7:00 123 278 401 7:00 197 367 564 8:00 197 367 564 8:00 113 181 294 9: 00 113 181 294 9: 00 160 136 296 10:00 160 136 296 10:00 168 154 322 11:00 168 154 322 11:00 209 182 391 12:00 209 182 391 12:00 123 163 286 1:00 123 163 286 1:00 155 145 300 2: 00 155 145 300 2: 00 199 164 363 3:00 199 164 363 3:00 274 202 476 4:00 274 202 476 4:00 308 282 590 5: 00 308 282 590 5: 00 281 310 591 6:00 281 310 591 6:00 228 145 373 7:00 228 145 373 7:00 130 61 191 8: 00 130 61 191 8: 00 88 49 137 9: 00 88 49 137 9: 00 58 40 98 10:00 58 40 98 10:00 39 13 52 11: 00 39 13 11: 00 18 2,934 .7 1 2,985 25 5,919 12:00 18 2,934 .7 1 2,985 25 5,919 18 2,934 .7 1 2,985 25 5,919 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: MELROSE LOCATION: ALGA-RANCHO SANTA FE 7 of 8 DATE: 08-02-89 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 16 10 9 5 17 112 401 564 590 591 52 25 200 400 600 800 VEHICLES / HOUR 1000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: MELROSE LOCATION: ALGA-RANCHO SANTA FE DATE: 08-02-89 AM PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 06:45AM 54 61 46 49 PEAK HOUR TOTAL 210 PERCENT OF DIRECTION 7.16 PERCENT OF TOTAL 3.55 WESTBOUND 06:45AM 79 101 96 103 379 12.70 6.40 NOON PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 11:00AM 51 53 49 56 PEAK HOUR TOTAL 209 PERCENT OF DIRECTION 7.12 PERCENT OF TOTAL 3.53 WESTBOUND 11:0 0AM 48 44 47 43 182 6.10 3.07 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND HOUR BEGINNING 03:30PM 71 88 92 76 PEAK HOUR TOTAL 327 PERCENT OF DIRECTION 11.15 PERCENT OF TOTAL 3.55 04:45PM 83 72 91 86 332 11.12 6.40 TOTAL 06:45AM 133 162 142 152 589 9.95 TOTAL 11:00AM 99 97 96 99 391 6.61 TOTAL 04:45PM 152 139 168 160 619 9.95 SECTIONAL SPLIT 49.57 50.43 -J hk 8c associates CITY OF CARLSBAD SUMMER 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 B3-15 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 STREET:EL CAMINO REAL LOCATION:HWY 78 TO PLAZA DR DATE 08-02-89 AM PM DRTH SOUTH TOTAL TIME NORTH SOUTH TOTAL )UND BOUND BOUND BOUND 56 40 96 12: 00 462 369 831 48 33 81 378 378 756 60 27 87 362 380 742 37 24 61 364 389 753 32 15 47 1: 00 390 378 768 30 19 49 409 411 820 45 21 66 403 390 793 19 11 30 422 404 826 17 15 32 2: 00 381 387 768 12 11 23 399 344 743 14 11 25 436 365 801 13 8 21 450 366 816 5 6 11 3: 00 430 349 779 15 12 27 470 347 817 9 12 21 474 338 812 13 11 24 496 352 848 16 13 29 4: 00 510 363 873 15 13 28 471 342 813 16 21 37 485 345 830 32 43 75 505 358 863 41 40 81 5: 00 527 326 853 48 110 158 470 377 847 62 119 181 451 354 805 81 155 236 446 358 804 116 210 326 6: 00 375 295 670 126 337 463 412 356 768 167 253 420 374 304 678 181 278 459 355 379 734 225 300 525 7: 00 330 329 659 196 357 553 331 305 636 279 377 656 326 265 591 259 281 540 310 284 594 223 259 482 8: 00 297 254 551 229 254 483 279 223 502 219 228 447 280 228 508 198 280 478 289 206 495 241 219 460 9:00 314 195 509 204 249 453 222 196 418 235 280 515 198 174 372 269 300 569 147 134 281 247 285 532 10: 00 135 98 233 279 303 582 130 94 • 224 333 327 660 78 81 159 329 327 656 73 73 146 338 292 630 11: 00 85 64 149 342 370 712 73 61 134 343 358 701 63 50 113 399 370 769 61 44 105 STREET: LOCATION: 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 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA EL CAMINO REAL HWY 78 TO PLAZA DR 2 of 8 DATE: 08-02-89 NORTH SOUTH BOUND BOUND TOTAL 201 124 325 126 66 192 56 45 101 42 41 83 79 90 169 232 424 656 590 1,078 1,668 959 1,315 2,274 869 1,021 1,890 949 1,048 1,997 1,188 1,242 2,430 1,422 1,390 2,812 1,566 1,516 3,082 1,624 1,583 3,207 1,666 1,462 3,128 1,870 1,386 3,256 1,971 1,408 3,379 1,894 1,415 3,309 1,516 1,334 2,850 1,297 1,183 2,480 1,145 911 2,056 881 699 1,580 416 346 762 282 219 501 22,841 21,346 1 44,187 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 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 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 ^1^12: 00 STREET: EL CAMINO REAL LOCATION: HWY 78 TO PLAZA DR DATE: 08-02-89 DIRECTIONAL VOLUME m 325 H 192 g 101 I 83 •i 169 1000 2000 3000 4000 VEHICLES / HOUR 5000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 4 of 8 STREET: EL CAMINO REAL LOCATION: HWY 78 TO PLAZA DR DATE: 08-02-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 10:00AM 07:00AM 10:00AM 247 300 532 279 357 582 333 377 660 329 281 656 PEAK HOUR TOTAL 1,188 1,315 2,430 PERCENT OF DIRECTION 5.20 6.16 PERCENT OF TOTAL 2.69 2.98 5.50 NOON PEAK HOUR : ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 01:OOPM 01 : OOPM 01: OOPM • 390 378 768 409 411 820 403 390 793 422 404 826 PEAK HOUR TOTAL 1,624 1,583 3,207 PERCENT OF DIRECTION 7.11 7.42 PERCENT OF TOTAL 3.68 3.58 7.26 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 04:15PM 02:OOPM 04:30PM 471 387 830 485 344 863 505 365 853 527 366 847 PEAK HOUR TOTAL 1,988 1,462 3,393 PERCENT OF DIRECTION 8.70 6.85 PERCENT OF TOTAL 2.69 2.98 5.50 H^ECTIONAL SPLIT 51.69 48.31 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 5 of 8 STREET:EL CAMINO REAL LOCATION:HWY 78 TO PLAZA DR DATE 08-03-89 AM PM DRTH SOUTH TOTAL TIME NORTH SOUTH TOTAL DUND BOUND BOUND BOUND 59 35 94 12:00 395 378 773 57 41 98 345 346 691 50 26 76 377 379 756 41 31 72 420 398 818 38 27 65 1:00 307 353 660 16 18 34 396 339 735 25 21 46 389 352 741 42 11 53 390 357 747 14 16 30 2: 00 334 344 678 17 17 34 372 345 717 13 14 27 360 343 703 11 16 27 429 320 749 13 8 21 3:00 383 338 721 13 7 20 410 327 737 14 13 27 472 364 836 16 14 30 498 341 839 16 14 30 4: 00 461 334 795 15 12 27 434 365 799 14 16 30 456 330 786 28 17 45 491 336 827 40 33 73 5:00 469 360 829 46 40 86 489 348 837 64 90 154 435 315 750 78 133 211 417 363 780 122 147 269 6: 00 415 341 756 125 214 339 392 297 689 164 337 501 377 306 683 157 233 390 406 361 767 184 264 448 7: 00 329 287 616 250 367 617 323 306 629 276 293 569 329 278 607 260 239 499 292 249 541 213 266 479 8: 00 294 266 560 254 227 481 266 246 512 238 291 529 275 219 494 244 239 483 329 224 553 220 246 466 9: 00 321 212 533 219 286 505 280 194 474 250 289 539 212 154 366 254 300 554 147 125 272 278 314 592 10: 00 139 91 . 230 281 395 676 139 83 222 303 332 635 91 72 163 308 305 613 84 85 169 356 351 707 11:00 78 64 142 302 358 660 76 48 124 387 366 753 60 45 105 366 421 787 43 39 82 STREET: LOCATION: 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 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA EL CAMINO REAL HWY 78 TO PLAZA DR 6 of 8 DATE: 08-03-89 NORTH SOUTH BOUND BOUND TOTAL 207 133 340 121 77 198 55 63 118 56 42 98 73 59 132 228 296 524 568 931 1,499 970 1,163 2,133 949 1,023 1,972 943 1,121 2,064 1,170 1,346 2,516 1,411 1,496 2,907 1,537 1,501 3,038 1,482 1,401 2,883 1,495 1,352 2,847 1,763 1,370 3,133 1,842 1,365 3,207 1,810 1,386 3,196 1,590 1,305 2,895 1,273 1,120 2,393 1,164 955 2,119 960 685 1,645 453 331 784 257 I 196 453 22,377 : 20,717 1 43,094 1 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAMINO REAL LOCATION: HWY 78 TO PLAZA DR 7 of 8 DATE: 08-03-89 DIRECTIONAL VOLUME 2: 00 1 : 00 2: 00 3: 00 4: 00 5: 00 6: 00 7: 00 8: 00 9: 00 0: 00 1: 00 2: 00 1: 00 2: 00 3: 00 4: 00 5: 00 6: 00 7: 00 8: 00 9: 00 0: 00 1: 00 2: 00 340 m 198 m 118 I 98 •i 132 1000 2000 3000 4000 VEHICLES / HOUR 5000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: EL CAMINO REAL LOCATION: HWY 78 TO PLAZA DR DATE: 08-03-89 AM PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 10:00AM 278 281 303 308 PEAK HOUR TOTAL 1,170 PERCENT OF DIRECTION 5.23 PERCENT OF TOTAL 2.71 SOUTHBOUND 10:00AM 314 395 332 305 1,346 6.50 3.12 NOON PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 12:OOPM 395 345 377 420 PEAK HOUR TOTAL 1,537 PERCENT OF DIRECTION 6.87 PERCENT OF TOTAL 3.57 SOUTHBOUND 11:45AM 421 378 346 379 1,524 7.36 3.54 PM PEAK HOUR ANALYSIS NORTHBOUND HOUR BEGINNING 04:30PM 456 491 469 489 PEAK HOUR TOTAL 1,905 PERCENT OF DIRECTION 8.51 PERCENT OF TOTAL 2.71 SOUTHBOUND 03:30PM 364 341 334 365 1,404 6.78 3.12 TOTAL 10:00AM 592 676 635 613 2,516 5.84 TOTAL 12:OOPM 773 691 756 818 3,038 7.05 TOTAL 04:30PM 786 827 829 837 3,279 5.84 ECTIONAL SPLIT 51.93 48.07 -J ;hk & associates CITY OF CARLSBAD SUMMER 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 Analysis 8 of 8 B3-24 NEWPORT TRAFFIC STUDIES ;L of 8 15 MINUTE COUNTS S T R E E r : E L CAMINO REAL LOCATION: FARADAY/PALOMAR AIRPT DATE 08-01--89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH T OTAL BOUND BOUND BOUND BOUND 20 16 36 12 : 00 208 252 460 11 5 16 225 247 472 29 14 4 3 221 207 428 10 9 19 247 .218 465 16 8 24 1: 00 2 42 207 449 6 3 9 251 212 4 63 14 5 19 231 204 435 8 9 17 227 218 445 6 4 10 2 : 00 178 179 35 7 3 3 6 233 170 403 4 4 8 197 201 398 3 3 6 253 205 458 1 4 5 3:00 255 214 469 3 5 8 308 212 520 3 4 7 105 304 609 10 3 13 256 194 450 7 6 13 4:00 251 303 554 5 12 17 279 240 519 16 6 22 255 311 565 11 10 21 305 256 561 18 17 35 5:00 294 361 655 17 21 38 263 263 526 45 • 61 106 189 234 423 83 92 175 173 212 385 64 92 156 6 : 00 151 178 32 9 122 144 266 151 140 291 179 201 380 109 137 2 46 209 246 455 114 96 210 161 194 355 7 : 00 93 109 20 2 236 213 449 76 90 166 279 206 485 80 93 173 298 200 498 92 . 82 174 • 233 236 469 8 : 00 71 85 15 6 180 183 363 56 87 143 193 158 351 4 3 84 12 7 172 160 332 57 69 126 162 146 308 9:00 54 70 . 12 4 182 140 322 58 54 112 154 142 296 38 49 87 161 145 306 51 49 • 100 196 161 35 7 10:00 39 29 6 8 157 135 292 30 28 58 176 130 306 30 3 2 62 171 145 316 18 19 37 194 177 371 11:00 13 24 37 198 182 380 37 27 64 225 217 442 28 14 4 2 282 241 523 23 19 42 24 HOUR VOLUi-^hS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: EL CAMINO REAL LOCATION: FARADAY/PALOMAR AIRP DATE: 08-01-89 AM PM TIME NORTH BOUND SOUTH BOUND • TOTAL 12:00 NORTH BOUND SOUTH BOUND • TOTAL 12:00 70 44 114 1 : 00 70 44 114 1 : 00 44 25 • 69 2 : 00 44 25 • 69 2 : 00 16 14 30 3 : 00 16 14 30 3 : 00 17 16 33 4 : 00 17 16 33 4 : 00 39 3 4 73 5 : 00 39 3 4 73 5 : 00 163 191 354 6:00 163 191 354 6:00 574 6 83 1,257 7:00 574 6 83 1,257 7:00 974 813 1,787 8:00 974 813 1,787 8:00 778 73 7 1 ,515 9 : 00 778 73 7 1 ,515 9 : 00 659 5 73 1,232 10:00 659 5 73 1,232 10:00 700 5 71 1,271 11:00 700 5 71 1,271 11:00 899 817 1, 716 12 : 00 899 817 1, 716 12 : 00 901 924 1,825 1: 00 901 924 1,825 1: 00 951 841 1,792 2:00 951 841 1,792 2:00 861 755 1,616 3 : 00 861 755 1,616 3 : 00 1,12 4 92 4 2,048 4 : 00 1,12 4 92 4 2,048 4 : 00 1,090 1,110 2,200 5:00 1,090 1,110 2,200 5:00 919 1,070 1,989 6:00 919 1,070 1,989 6:00 525 551 1,076 7:00 525 551 1,076 7:00 341 3 74 715 8:00 341 3 74 715 8:00 227 325 552 9:00 227 325 552 9:00 201 222 423 10:00 201 222 423 10:00 117 108 225 11:00 117 108 225 11:00 101 ^ 1 -icii 84 -1-1 one 185 24 , 097 12:00 101 ^ 1 -icii 84 -1-1 one 185 24 , 097 i^j^z'i 1 xa.,u(ju 1 _ 1 185 24 , 097 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAMINO REAL LOCATION: FARADAY/PALOMAR AIRPF 3 of 8 DATE: 08-01-89 DIRECTIONAL VOLUME 12:00 1:00 2:00 3:00 4 : 00 5:00. 6:00 7:00 8:00 9 : 00 10:00 'll: 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 12:00 114 in 69 !| 3^ 7 3 354 1,257 1,787 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 NEWPOR T BEACH, CA - STREET: EL CAMINO REAL LOCATION: FARADAY/PALOMAR AIRPT DATE: 08-01-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND T OTAL HOUR BEGINNING 07:15AM 06:45AM 07:15AM 236 246 449 279 194 48 5 298 213 498 233 206 469 PEAK HOUR TOTAL 1,046 859 1,901 PERCENT OF DIRECTION 8.51 7 .28 PERCENT OF TOTAL 4.34 3.5 6 7.89 NOON PEAK HOUR ANALYSIS • NORTHBOUND SOUTHBOUND 1 U 1 AL ^^OUR BEGINNING 12:45PM 11:30AM 11:30AM 247 217 442 242 241 523 251 252 460 231 247 472 PEAK HOUR' TOTAL 971 957 1,897 PERCENT OF DIREC TION 7.90 8.11 PERCENT OF TOTAL 4 .03 3.97 7.87 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 04:15PM 04:30PM 04:30PM 279 311 566 255 256 561 305 361 655 294 263 526 PEAK HOUR TOTAL 1,133 1,191 2,308 PERCENT OF DIRECTION 9.22 10.09 PERCENT OF TOTAL 4 .34 3 .56 7.89 UTRECTIONAL SPLIT 51.01 48.99 NEWPORT TRAFFIC STUDIES ^g 15 MINUTE COUNTS S T R E E T : E L CAMINO REAL L 0 C A 1 I 0 N : FARADAY/PALOMAR AIRPT DATE 08-02--89 AM PM NORTH SOUTH . TOTAL TIME NORTH SOUTH T OTAL BOUND BOUND BOUND BOUND 2 3 9 32 12 :00 252 271 52 3 • 15 9 24 208 223 4 31 2 9 15 44 230 232 462 10 6 16 234 211 445 12 • 7 19 1:00 236 249 485 7 2 9 228 207 4 35 13 4 17 235 204 4 39 7 9 16 210 208 418 5 5 10 2 : 00 203 191 394 3 4 7 211 191 402 6 1 7 251 193 444 5 3 8 208 203 411 2 3 5 3 : 00 275 217 492 1 2 3 214 246 460 6 5 11 334 275 609 5 7 12 269 258 527 8 5 13 4 : 00 265 267 532 9 7 16 255 258 513 10 8 18 300 331 6 31 14 11 25 267 281 548 13 13 26 5 : 00 345 361 706 17 34 51 309 293 602 2 6 41 67 241 280 521 64 89 153 197 191 388 7 2 85 157 6:00 203 229 432 106 121 227 142 171 313 159 201 360 152 121 27 3 215 249 464 132 105 23 7 196 171 367 7 : 00 119 107 226 220 221 441 121 143 264 266 247 513 86 102 188 365 232 597 97 92 189 261 194 455 8 :00 87 92 179 222 198 420 83 84 167 194 177 371 59 81 140 194 196 390 50 77 127 179 148 327 9 : 00 66 78 14 4 170 125 295 54 68 122 168 171 339 43 66 •10 9 166 150 316 44 44 b d 205 139 34 4 10:00 , 48 35 8 3 171 140 311 37 39 7 6 179 156 335 36 38 74 189 150 339 33 16 4 9 186 169 355 11:00 45 23 68 184 170 354 24 20 44 242 215 457 29 21 50 211 260 471 17 10 2 7 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: EL CAMINO REAL LOCATION: FARADAY/PALOMAR AIRP DATE: 08-02-89 TIME NORTH ' BOUND SOUTH BOUND TOTAL 12 : 00 NORTH ' BOUND SOUTH BOUND TOTAL 12 : 00 77 39 116 1 : 00 77 39 116 1 : 00 39 22 61 2:00 39 22 61 2:00 19 13 32 3:00 19 13 32 3:00 14 17 31 4 : 00 14 17 31 4 : 00 41 31 72 5:00 41 31 72 5:00 120 177 297 6:00 120 177 297 6:00 552 656 1,208 7 : 00 552 656 1,208 7 : 00 1,047 871 1,918 8 : 00 1,047 871 1,918 8 : 00 871 765 1,636 9 :00 871 765 1,636 9 :00 683 594 1,277 10:00 683 594 1,277 10:00 744 585 1, 329 11:00 744 585 1, 329 11:00 823 814 1,637 12 : 00 823 814 1,637 12 : 00 924 9'3 7 1, 861 1:00 924 9'3 7 1, 861 1:00 909 868 1,777 2:00 909 868 1,777 2:00 873 7 7 8 1,651 3: 00 873 7 7 8 1,651 3: 00 1,092 996 2,088 4:00 1,092 996 2,088 4:00 . 1,087 1,137 2 ,224 5:00 . 1,087 1,137 2 ,224 5:00 1, 092 1,125 2 ,217 6:00 1, 092 1,125 2 ,217 6:00 629 626 ' 1,255 7 :00 629 626 ' 1,255 7 :00 423 444 867 8:00 423 444 867 8:00 279 334 613 9:00 279 334 613 9:00 207 256 463 10:00 207 256 463 10:00 154 128 282 11:00 154 128 282 11:00 115 74 189 12:00 115 74 189 12:00 12,814 1 12,287 | 25,101 1 _ 1 1 1 12,814 1 12,287 | 25,101 1 _ 1 1 1 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAMINO REAL LOCATION: FARADAY/PALOMAR AIRPT 7 of 8 DATE: 08-02-89 0 IR E C fI 0 N A L 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 : oo' 4 : 00 5 : 00 6:00 7 : 00 8:00 9:00 10:00 11:00 12:00 116 61 32 31 72 297 1 ,208 1,918 613 463 282 189 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: EL CAMINO REAL LOCATION: FARADAY/PALOMAR AIRPT DATE: 08-02-89 AM PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 07 : 30AM 266 365 261 222 PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 1,114 8 .69 4 .44 SOUTHBOUND 07:15AM 221 247 2 32 194 894 7.28 3.56 NOON PEAK HOUR ANALYSIS lOUR BEGINNING NORTHBOUND . 12:45PM 234 236 22 8 235 PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 933 7.28 3.72 SOUTHBOUND 11:45AM 260 271 22 3 232 986 8.02 3.93 PM PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 04530PM 300 267 345 309 PEAK HOUR TOTAL 1,221 PERCENT OF DIRECTION 9.53 :CENT OF TOTAL 4.44 li SOUTHBOUND 04 : 30PM 331 281 361 293 1,266 10.30 3.56 TOTAL 07:15AM 441 513 597 455 2 , 006 7 .99 J 0 r A L 11:45AM 471 523 4 31 462 1,887 7.52 f OTAL 04:30PM 631 548 706 602 2,487 7 .99 DIRECTIONAL SPLIT 51.05 48.95 -J hk & associates CITY OF CARLSBAD SUMMER 1989 LINK COUNT SUMMARY Link Number: 4 Link Location: EI Camino Real between Alga Rd. <5c La Costa 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 B3-33 NEWPORT f R A F F I C S T U 0 I E S .15 MINUTE COUNTS 1 of 8 STREET : EL CAMINO REAL LOCATION: ALGA -LA COSTA OATE 0 8-01-89 AM PM NORTH SOUTH TOTAL T I M E NORTH SOUTH T OTAL BOUND BOUND BOUND BOUND 36 16 52 12 :00 203 303 506 20 14 34 269 248 517 21 25 46 20 7 250 45 7 14 6 20 258 231 489 18 9 27 1: 00 286 244 530 14 8 22 289 196 485 10 7 17 248 234 482 8 5 13 232 227 459 11 9 20 2:00 2 40 246 486 9 6 15 216 201 417 5 6 11 236 22 4 460 5 4 9 221 229 450 3 4 7 3 :00 2 45 271 516 3 7 10 240 236 4 76 6 3 9 253 282 535 3 6 9 277 300 577 9 2 11 4:00 258 299 b5 7 4 6 10 290 259 549 14 6 20 309 302 611 9 16 25 300 282 582 11 19 30 5 :00 280 354 63 4 11 32 43 324 390 714 41 60 101 301 319 62 0 50 77 127 299 274 573 91 106 197 6 :00 268 248 516 140 148 288 237 206 443 208 164 372 216 192 408 195 207 402 185 158 343 152 227 3 79 ? : 00 176 144 32 0 228 210 438 145 145 290 305 251 556 166 150 316 360 242 602 157 128 285 214 226 440 8:00 154 108 26 2 237 243 480 138 118 256 202 250 452 112 109 221 187 267 454 128 95 223 201 231 432 9:00 107 75 182 176 234 410 106 66 172 184 197 381 97 69 166 158 168 326 102 100 202 181 213 394 10:00 102 68 17 0 186 220 406 76 44 120 185 179 364 72 33 105 217 189 406 36 24 60 202 218 420 11:00 49 33 82 180 201 381 33 32 65 209 229 438 29 28 5 7 238 272 510 29 26 55 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: LOCATION EL CAMINO REAL ALGA - LA COSTA DATE: 08-01-89 TIME NOR r H BOUND SOUTH BOUND T OTAL 12 : 00 NOR r H BOUND SOUTH BOUND T OTAL 12 : 00 91 61 152 1: 00 2 : 00 91 61 152 1: 00 2 : 00 50 29 79 1: 00 2 : 00 30 25 55 3 : 00 30 25 55 3 : 00 15 20 35 4 :00 15 20 35 4 :00 36 30 66 5:00 36 30 66 5:00 113 188 301 6 :00 113 188 301 6 :00 634 625 1,259 7 :00 634 625 1,259 7 :00 1,045 930 1,975 8:00 1,045 930 1,975 8:00 840 986 1,826 9 : 00 840 986 1,826 9 : 00 719 830 1,549 10 : 00 719 830 1,549 10 : 00 769 801 1,570 11:00 769 801 1,570 11:00 829. 920 1,749 12:00 829. 920 1,749 12:00 937 1,032 1,969 1:00 937 1,032 1,969 1:00 1,055 901 1,956 2:00 1,055 901 1,956 2:00 913 900 1,813 3:00 913 900 1,813 3:00 1,015 1,089 2 ,104 4:00 1,015 1,089 2 ,104 4:00 1,157 1,142 2,299 5:00 1,157 1,142 2,299 5:00 1, 204 1,337 2,541 6:00 1, 204 1,337 2,541 6:00 906 804 1,710 7:00 906 804 1,710 7:00 644 567 1,211 8 :00 644 567 1,211 8 :00 532 430 962 9:00 532 430 962 9:00 412 310 - 722 10:00 412 310 - 722 10:00 286 169 455 11:00 286 169 455 11:00 140 119 " 259 12:00 140 119 " 259 12:00 14,372 14,245 28,617 14,372 14,245 28,617 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 3 of 8 STREET: EL CAMINO REAL LOCATION: ALGA - LA COSTA DATE: 08-01-89 DIRECTIONAL VOLUME 12:00 1 : 00 2:00 3 : 00 4:00 5:00 6:00 7:00 8:00 9 : 00 10:00 'll: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 12:00 152 79 55 35 66 301 1,259 455 259 1000 2000 3000 VEHICLES / HOUR 4000 5000 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: EL CAMINO REAL LOCATION: ALGA - LA COSTA DATE: 08-01-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 07 : 30AM 08:15AM 07 : 30AM 305 243 556 360 250 602 214 267 440 237 231 480 PEAK HOUR TOTAL 1,116 991 2,078 PEAK HOUR FACTOR 0.78 0.93 0.86 PERCENT OF DIREC r I 0 N 7.77 6 . 96 PERCENT OF TOTAL 3.90 3.46 7.26 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 12 :45PM 11: 45AM 01:00PM 258 272 530 286 303 485 289 248 482 248 250 459 PEAK HOUR TOTAL 1,081 1,073 1,956 PEAK HOUR FACTOR 0.94 0 . 89 0.92 PERCENT OF DIRECTION 7.52 7.53 PERCENT OF TOTAL 3.78 3.75 6 .84 PM PEAK HOUR ANALYSIS NORTHBOUND SOUT HBOUND TOTAL HOUR BEGINNING 04 : 30PM 04:45PM 04:45PM 309 282 582 300 354 634 280 390 714 324 319 620 PEAK HOUR TOTAL 1,213 1,345 . 2,550 PEAK HOUR FACTOR 0.94 0.86 0.89 PERCENT OF DIRECTION 8.44 9.44 PERCENT OF TOTAL 4.24 4 . 70 8.91 DIRECTIONAL SPLIT 50.22 4 9.78 NEWPORT TRAFFIC STUDIES 15 MIN u r E • C 0 U N r S 5 of 8 STREET : EL CAMINO REAL LOCATION: ALGA -LA COSTA DATE 08-02-89 AM PM NORTH SOUTH TOTAL T I M E NORTH SOU T H T 0 T A L BOUND BOUND BOUND BOUND 26 21 47 12 : 00 213 286 499 23 13 36 220 263 483 21 23 44 250 235 485 20 9 29 277 201 478 12 10 22 1 : 00 224 199 42 3 9 5 14 228 216 444 8 9 17 220 209 42 9 11 6 17 231 212 443 7 7 14 2:00 212 229 441 11 3 14 230 194 424 7 6 13 241 203 444 4 7 11 251 252 503 4 4 8 3 : 00 231 256 487 3 4 7 266 269 535 3 6 9 288 3 48 636 6 7 13 262 260 522 4 3 7 4 :00 2 74 295 569 8 5 13 245 266 511 6 9 15 313 335 648 9 5 14 279 266 545 10 18 2 8 5:00 256 42 3 679 18 41 59 308 362 670 31 45 76 278 317 595 55 69 124 267 243 510 92 102 194 6:00 266 259 525 122 141 263 245 222 467 201 184 385-218 209 427 222 200 422 203 207 410 171 228 399 7:00 182 174 356 209 231 440 198 166 364 275 247 522 169 14 7 3i6 338 237 575 168 119 287 258 210 468 8 : 00 144 136 280 242 245 487 142 108 250 208 245 453 149 99 24 8 187 243 430 117 91 208 188 229 417 9 : 00 120 9 2 206 206 412 106 77 183 197 218 415 113 62 175 171 218 389 99 56 155 194 205 399 10:00 104 69 173 179 194 373 107 48 155 183 193 376 84 3 5 119 201 219 420 61 45 106 219 225 444 11:00 60 37 9 7 218 212 430 52 30 82 194 244 438 . 41 44 85 206 281 487 23 30 53 ' 24 HUUk VOLUMES NEWPORT CRA F FIC STUDIES NEWPOR i' BEACH, CA 6 of 8 STREET: LOCATION EL CAMINO REAL ALGA - LA COSTA DATE: 08-02-89 TIME NOR r H BOUND SOU r H BOUND T 0 1 A L 12:00 NOR r H BOUND SOU r H BOUND T 0 1 A L 12:00 90 66 156 1: 00 90 66 156 1: 00 40 30 70 2 :00 40 30 70 2 :00 29 23 52 3:00 29 23 52 3:00 16 21 37 4 : 00 16 21 37 4 : 00 27 22 49 5:00 27 22 49 5:00 114 173 287 6 :00 114 173 287 6 :00 637 627 1,264 7:00 637 627 1,264 7:00 993 943 1,936 8:00 993 943 1,936 8:00 895 943 1,838 9 :00 895 943 1,838 9 :00 762 871 1,633 10:00 762 871 1,633 10:00 757 811 1,568 11:00 757 811 1,568 11:00 837 962 1 , 799 12:00 837 962 1 , 799 12:00 960 985 1,945 1:00 960 985 1,945 1:00 903 836 1,739 2:00 903 836 1,739 2:00 934 878 1,812 3 : 00 934 878 1,812 3 : 00 1,047 1,133 2 ,180 4:00 1,047 1,133 2 ,180 4:00 1, 111 1,162 2,273 5:00 1, 111 1,162 2,273 5:00 1,109 1,345 2,454 6:00 1,109 1,345 2,454 6:00 932 897 1,829 7:00 932 897 1,829 7:00 717 606 1,323 8:00 717 606 1,323 8:00 552 434 986 9:00 552 434 986 9:00 438 287 725 10:00 438 287 725 10:00 356 197 553 11:00 356 197 553 11:00 176 1/1 A on 141 i A ono 317 28,825 12:00 176 1/1 A on 141 i A ono 317 28,825 Xf,tOiC 1 , J y D i_ 1 317 28,825 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAMINO REAL LOCATION: ALGA - LA COSTA 7 of 8 DATE: 08-02-89 DIRECTIONAL VOLUME 12 :00 1 : 00 2 :00 3 :00 4 :00 5 :00 6 :00 7 :00 8 : 00 9 :00 10 :00 111 :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 'l2 :00 156 70 52 3 7 49 287 1,264 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT IRAFFIC STUDIES 8 of 8 STREET: EL CAMINO REAL LOCATION: ALGA - LA COSTA DATE: 08-02-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND f 0 r A L HOUR BEGINNING 07 : 30AM 08:15AM 07 : 30AM 275 2 45 522 338 245 575 258 2 43 468 242 229 487 PEAK HOUR TOTAL 1,113 9 62 2,052 PEAK HOUR FACTOR 0.82 0 . 98 0.89 PERCENT OF DIREC TION 7.71 6 .68 PERCENT OF TOTAL 3 . 86 3 .34 7 .12 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND T 0 T A.L HOUR BEGINNING 12 :30PM 11:30AM 01:00PM 250 244 423 277 281 444 224 286 429 228 263 443 PEAK HOUR TOTAL 979 1,074 1,739 PEAK HOUR FACTOR 0 . 88 0 . 94 0.98 PERCENT OF DIREC TION 6.78 7 . 46 PERCENT OF TOTAL 3.40 3.73 6 .03 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND r 0 r A L HOUR BEGINNING 04:30PM 04:30PM 0 4:30PM 313 335 648 279 266 545 256 423 679 308 362 670 PEAK HOUR TOTAL 1,156 1, 386 2,542 PEAK HOUR FACTOR 0.92 0.82 0 . 94 PERCENT OF DIREC TION 8.01 9.63 PERCENT OF TOTAL 4 .01 4 . 81 8.82 DIRECTIONAL SPLI T 50.07 49.93 .jhkA associates CITY OF CARLSBAD SUMMER 1989 LINK COUNT SUMMARY Link Number: 5 Link Location: El Camino Real between Levante St. & Olivenhain St. 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 B3-42 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 STREET:EL CAMINO REAL LOCATION:LEVANTE/OLIVENHAIN DATE 08-02-89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH T OTAL BOUND BOUND BOUND BOUND 9 18 2 7 12 : 00 22 2 2 49 4 71 8 20 • 28 230 245 4 75 7 14 21 2 30 213 44 3 10 9 19 238 226 464 5 12 17 1: 00 252 2 30 482 2 6 8 183 196 3 79 2 2 4 201 187 388 2 7 9 229 220 449 5 3 8 2:00 167 223 390 0 4 4 206 210 416 2 6 8 196 235 431 2 6 8 236 201 43 7 11 7 18 3 : 00 217 23 3 450 7 5 12 210 209 419 8 2 10 249 241 490 9 2 11 228 227 455 15 3 18 4:00 232 2 49 481 19 2 21 229 218 447 19 3 22 22 3 225 448 28 10 38 274 266 540 53 12 65 5:00 269 268 537 67 17 84 298 299 597 98 16 114 253 255 508 79 37 116 245 238 483 109 56 165 6 : 00 266 206 472 133 74 207 221 183 404 191 118 309 185 202 38 7 196 136 332 157 171 328 164 125 289 7:00 178 184 '36 2 173 154 327 158 196 354 151 157 308 178 158 33 6 151 180 331 130 155 285 163 191 354 8:00 138 141 279 179 206 385 133 127 260 168 211 379 127 120 24 7 201 242 443 131 100 231 154 213 36 7 9:00 137 97 234 153 182 335 68 81 149 168 193 361 100 55 165 174 208 382 85 52 137 156 192 348 10:00 114 70 18 4 189 188 , 377 77 52 129 205 209 414 41 46 8 7 194 206 400 44 40 84 182 196 378 11:00 30 31 61 203 242 445 29 28 57 192 218 410 31 25 56 211 247 458 20 21 41 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: EL CAMINO REAL LOCATION: LEVANTE/OLIVENHAIN DATE: 08-02-89 TIME NORTH BOUND SOUTH BOUND T OTAL 12:00 NORTH BOUND SOUTH BOUND T OTAL 12:00 3 4 61 95 1: 00 3 4 61 95 1: 00 11 27 3 8 2:00 11 27 3 8 2:00 9 19 2 8 3:00 9 19 2 8 3:00 3 5 16 51 4:00 3 5 16 51 4:00 81 18 99 5:00 81 18 99 5:00 29 7 8 2 379 6 : 00 29 7 8 2 379 6 : 00 629 384 1,013 7:00 629 384 1,013 7:00 639 616 1,255 8:00 639 616 1,255 8:00 711 850 1,561 9 : 00 711 850 1,561 9 : 00 649 796 1,445 10 : 00 649 796 1,445 10 : 00 744 795 1,539 11:00 744 795 1,539 11:00 788 903 1,691 12 : 00 788 903 1,691 12 : 00 920 9 33 1,853 1:00 920 9 33 1,853 1:00 865 833 1 , 698 2:00 865 833 1 , 698 2:00 805 869 1,674 3:00 805 869 1,674 3:00 904 910 1,814 4:00 904 910 1,814 4:00 958 958 1,916 5:00 958 958 1,916 5:00 1,065 1,060 2,12 5 6:00 1,065 1,060 2,12 5 6:00 829 762 1,591 7:00 829 762 1,591 7:00 644 693 1,337 8:00 644 693 1,337 8:00 529 488 1,017 9:00 529 488 1,017 9:00 390 295 685 10:00 390 295 685 10:00 276 208 484 11:00 276 208 484 11:00 110 -1 -1 Cl --) n 105 -in C01 215 25 , 603 12:00 110 -1 -1 Cl --) n 105 -in C01 215 25 , 603 ±^ , LP i.iC 1 X^.,UC»X „ 1 1 215 25 , 603 AM PM STREET: LOCATION TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. EL CAMINO REAL LEVANTE/OLIVENHAIN 3 of 8 DATE: 08-02-89 DIRECTIONAL VOLUME 12:00 1:00 2 : 00 3:00 4 : 00 5:00 6 : 00 7:00 8:00 9 : 00 10:00 'll: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 95 38 28 51 99 215 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 4 of 8 STREET: EL CAMINO REAL LOCATION: LEVANTE/OLIVENHAIN DATE: 08-02-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 10 : 00AM 0 8 i 15 A M 08:15AM 156 206 385 189 211 379 205 2 42 443 194 213 367 PEAK HOUR TOTAL 744 8 7 2 1,574 PERCENT OF DIRECTION 5.76 6 .88 PERCENT OF TOTAL 2.91 3 .41 6.15 NOON PEAK HOUR ANALYSIS NORTHBOUND SOU f HBOUND TOTAL •^^OUR BEGINNING 12:15PM 11:30AM 12:15PM 230 218 475 230 247 443 238 249 464 252 245 482 PEAK HOUR TOTAL 950 959 1,864 PERCENT OF DIRECTION 7.35 7.56 PERCENT OF TOTAL 3.71 3.75 7.28 PM PEAK HOUR ANALYSIS NORTHBOUND SOU r HBOUND TOTAL HOUR BEGINNING 04:45PM 04 : 45PM 04:45PM 274 266 540 269 268 5 37 • 298 299 597 253 255 508 PEAK HOUR TOTAL 1,094 1 ,088 2,182 PERCENT OF DIRECTION 8.4? 8.58 ^IIPCENT OF TOTAL 2.91 3.41 6.15 DIRECTIONAL SPLIT 50.47 49.53 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREEF:EL CAMINO REAL LOCATION:LEVANTE/OLIVENHAIN DATE 08-03-89 5 of 8 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH T OTAL BOUND BOUND BOUND BOUND 16 16 32 12:00 238 25 7 495 17 21 38 242 236 478 17 14 31 212 219 431 17 13 30 209 207 416 10 12 22 1:00 20 4 2 22 426 5 9 14 242 224 466 13 6 19 19? 193 390 7 3 10 208 214 422 5 3 8 2:00 213 238 451 3 6 9 209 221 430 1 10 11 216 199 415 4 4 8 234 206 440 2 3 5 3:00 251 215 466 3 4 7 257 234 491 9 6 15 229 224 4 53 6 2 8 263 209 472 12 3 15 4:00 247 22 7 474 11 4 15 276 218 49 4 20 1 21 256 2 73 529 23 9 32 253 265 518 32 9 41 5:00 255 265 520 55 17 72 205 275 480 65 20 85 186 241 42 7 91 26 117 202 199 4 01 94 51 145 6:00 183 218 401 105 76 181 175 194 369 126 100 226 180 196 375 165 124 289 185 200 38 5 203 115 318 7:00 129 166 295 160 144 304 133 194 32 7 172 158 330 13 6 149 28 5 150 187 33 7 120 130 250 163 163 326 8:00 129 138 267 162 206 368 106 130 2 36 150 203 353 103 113 216 165 231 396 106 104 21 0 181 171 352 9:00 87 94 181 167 166 333 124 94 218 159 179 33 8 53 74 12 7 200 189 389 58 73 131 206 200 406 10:00 4? 73 12 0 189 231 420 35 44 7 9 173 214 38? 30 54 8 '1 221 189 410 19 38 176 208 384 11:00 21 35 221 225 446 • 15 41 231 222 453 29 30 224 216 440 16 23 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET : LOCATION: EL CAMINO REAL LEVANTE/OLIVENHAIN DAFE: 08-03-89 TIME NORTH BOUND 1 SOUTH BOUND 1 TOTAL 12:00 NORTH BOUND 1 SOUTH BOUND 1 TOTAL 12:00 67 64 131 1: 00 67 64 131 1: 00 35 30 65 2:00 35 30 65 2:00 13 23 36 3:00 13 23 36 3:00 20 15 35 4:00 20 15 35 4:00 66 17 83 5:00 66 17 83 5:00 243 72 315 6:00 243 72 315 6:00 490 351 841 7:00 490 351 841 7:00 685 604 1,289 8:00 685 604 1,289 8:00 640 803 1,443 9 : 00 640 803 1,443 9 : 00 707 705 1,412 10:00 707 705 1,412 10:00 789 834 1,623 11:00 789 834 1,623 11:00 852 871 1,723 12:00 852 871 1,723 12:00 901 919 1,820 1: 00 901 919 1,820 1: 00 851 853 1,704 2:00 851 853 1,704 2:00 872 864 1, 736 3:00 872 864 1, 736 3:00 1,000 882 1,882 4:00 . 1,000 882 1,882 4:00 . 1,032 983 2,015 5:00 1,032 983 2,015 5:00 848 980 1,828 6:00 848 980 1,828 6:00 723 808 1,531 7:00 723 808 1,531 7:00 518 639 1,157 8:00 518 639 1,157 8:00 444 485 929 9:00 444 485 929 9:00 322 335 65? 10:00 322 335 65? 10:00 131 209 340 11:00 131 209 340 11:00 81 i 12,330 i 129 1 12,475 1 1 210 1 24,805 1 1 12:00 81 i 12,330 i 129 1 12,475 1 1 210 1 24,805 1 1 81 i 12,330 i 129 1 12,475 1 1 210 1 24,805 1 1 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: EL CAMINO REAL LOCATION: LEVANTE/OLIVENHAIN 7 of 8 DATE: 08-03-89 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 12:00 131 65 i| 36 i| 35 315 340 210 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: EL CAMINO REAL LOCATION: LEVANTE/OLIVENHAIN DATE: 08-03-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND T 0 T A L HOUR BEGINNING 10:00AM 09 :45AM 10 : 00AM 206 189 406 189 200 420 173 231 387 221 214 410 PEAK HOUR TOTAL 789 834 1,623 PERCENT OF DIRECTION 6.40 6 .69 PERCENT OF TOTAL 3 .18 3.36 6 .54 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR - BEGINNING 11:30AM 11: 30AM 11: 30AM • 231 222 453 224 216 440 238 25 7 495 Z4 2 236 478 PEAK HOUR TOTAL 935 931 1,866 . PERCENT OF DIRECTION 7.58 7.46 PERCENT OF TOTAL 3.77 3.75 7.52 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND T 0 F A L HOUR BEGINNING 03:45PM 0 4:30PM 04:15PM 263 27 3 494 247 265 529 276 265 518 256 275 520 PEAK HOUR TOTAL 1,042 1,078 2,061 •PERCENT OF DIRECTION 8.45 8 .64 PERCENT OF TOTAL 3.18 3.36 6.54 . ^^ECTIONAL SPLIT 49.71 50 . 29 -J hk & associates CITY OF CARLSBAD SUMMER 1989 LINK COUNT SUMMARY Link Number: 6 Link Location: Palomar Airport Rd. East of Melrose 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 B3-51 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 S F R E E • '•:PALOMAR AIRPOR F RD LOCAT ION:E/0 MELROSE DATE 0 8 -01-89 AM PM EAST WEST TOTAL TIME EAST WEST LU 1 AL BOUND BOUND BOUND BOUND 30 13 43 12:00 215 142 35 7 30 9 39 177 184 ;3 61 26 5 31 200 171 371 10 3 13 167 204 371 12 2 14 1: 00 162 203 36 5 7 3 10 178 172 350 11 3 14 191 176 36 1 7 4 11 177 186 363 7 1 8 2:00 198 172 370 3 4 7 167 142 309 2 3 5 196 156 352 6 3 9 182 160 342 5 4 9 3:00 221 147 368 3 4 7 280 176 456 4 2 6 375 165 540 4 7 11 329 154 483 8 7 15 4:00 369 157 526 7 10 17 301 140 441 12 30 42 357 154 511 6 28 34 395 134 529 21 45 66 5:00 407 119 526 15 70 85 389 132 521 24 122 146 378 149 52 7 43 163 206 271 108 3 79 62 227 289 6:00 198 116 314 99 302 401 178 94 • 272 134 358 492 143 107 250 133 374 507 116 6? 183 132 342 474 7:00 129 89 218 157 372 529 108 69 177 173 345 518 80 57 1 3 7 168 313 481 79 49 128 145 271 416 8:00 85 60 145 122 260 382 65 42 10 7 135 202 337 95 51 14 6 105 180 285 76 32 108 110 160 270 9:00 64 50 114 115 136 251 67 44 111 130 165 295 39 41 80 113 142 255 59 41 100 115 145 260 10:00 52 2 8 8 0 127 118 245 53 37 90 125 115 240 3 7 2 7 6 4 125 144 269 29 22 5 1 151 144 295 11:00 60 19 '.'J 167 129 296 • 35 11 • 4 182 149 331 36 16 ^1 194 149 343 34 20 J •' 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: LOCATION: PALOMAR AIRPORT RD E/0 MELROSE DATE: 08-01-89 TIME EAST BOUND WES T BOUND TOTAL 12:00 EAST BOUND WES T BOUND TOTAL 12:00 96 30 126 1: 00 96 30 126 1: 00 37 12 49 2:00 37 12 49 2:00 18 11 29 3 : 00 18 11 29 3 : 00 16 17 33 4:00 16 17 33 4:00 33 75 108 5:00 33 75 108 5:00 103 400 503 6 :00 103 400 503 6 :00 428 1,261 1,689 7:00 428 1,261 1,689 7:00 630 1,372 2,002 8:00 630 1,372 2,002 8:00 507 913 1,420 9:00 507 913 1,420 9:00 468 603 1,071 10:00 468 603 1,071 10:00 492 522 1,014 11:00 492 522 1,014 11:00 694 571 1,265 12:00 694 571 1,265 12:00 759 701 1,460 1:00 759 701 1,460 1:00 708 737 1,445 2:00 708 737 1,445 2:00 743 630 1,373 3:00 743 630 1,373 3:00 1, 205 642 1, 847 4:00 1, 205 642 1, 847 4:00 1,422 585 2,00 7 5:00 1,422 585 2,00 7 5:00 1,445 508 1,953 6 :00 1,445 508 1,953 6 :00 635 384 1,019 7:00 635 384 1,019 7:00 396 264 660 8:00 396 264 660 8:00 321 185 506 9:00 321 185 506 9:00 229 176 405 10:00 229 176 405 10:00 171 114 285 11:00 171 114 285 11:00 165 66 231 12:00 165 66 231 12:00 11,721 10,779 22,500 11,721 10,779 22,500 AM PM 12 :00 1:00 2:00 3:00 4 : 00 5 : 00 6:00 7:00 8:00 9:00 10:00 kl: 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. 3 of 8 STREET: PALOMAR AIRPOR- LOCATION: E/0 MELROSE RD DATE; 08-01-89 DIRECTIONAL VOLUME 126 ]| 49 !| 29 i| 33 108 503 1 ,689 2,002 506 405 285 231 500 1000 1500 2000 VEHICLES / HOUR 2500 DIR E C f I 0 N A L PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: PALOMAR AIRPORT RD LOCATION: E/0 MELROSE DATE: 08-01-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND F OFAL HOUR BEGINNING . 07:15AM 06:30AM 07:00AM 157 358 474 173 374 529 168 342 518 145 372 481 PEAK HOUR TOTAL 643 1,446 2,002 PEAK HOUR FACTOR 0.93 0 .97 0.95 PERCENT OF DIRECTION 5.49 13.41 0.95 PERCENT OF TOTAL 2.86 6.43 8.90 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 11:45AM 12:15PM 01:00PM 194 184 365 215 171 350 177 204 367 200 203 36 3 PEAK HOUR TOTAL 786 762 1,445 PEAK HOUR FACTOR 0.91 0.93 0.98 PERCENT OF DIRECTION 6. 71 7.07 PERCENT OF TOTAL 3.49 3.39 6.4 2 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 04 :45PM 03:15PM 0 4:45PM 395 176 529 407 165 526 389 154 521 378 157 527 PEAK HOUR TOTAL 1,569 652 2,103 PEAK HOUR FACTOR 0.96 0.93 0.99 PERCENT OF DIRECTION 13.39 6 . 05 0.99 PERCENT OF TOTAL 6.97 2.90 9.35 DIRECTIONAL SPLIT 52.09 47.91 NEWPORT TRAFFIC ST UDIES 15 MINUTE COUN F S 5 of STREET :PAL0MAR AIRPOR T RD L0CATI0N:E/0 MELROSE DATE 08 -02-89 AM PM EAST WES T T OTAL T I M E EAS T WES T T 0 •[• A L BOUND BOUND BOUND BOUND 2 4 13 3 7 12:00 223 144 367 11 11 22 181 169 350 31 10 41 181 199 380 12 4 16 156 182 338 15 5 2 0 1:00 159 174 3 33 8 1 9 155 163 318 13 6 19 155 164 319 8 3 11 177 166 343 4 4 8 2:00 182 161 343 4 0 4 195 189 384 2 3 5 203 154 357 2 2 4 187 156 343 6 1 7 3 : 00 • 298 149 447 4 3 7 234 155 389 4 9 13 405 187 592 3 5 8 339 135 474 5 7 12 4 : 00 345 175 520 2 14 16 310 166 4 76 8 26 34 373 171 544 14 20 34 372 114 486 11 58 69 5 : 00 398 143 541 23 67 90 410 144 55 4 29 90 119 3 93 143 536 44 152 196 255 130 385 62 208 270 6 : 00 240 93 3 3 3 77 273 350 195 100 295 125 340 465 161 97 258 144 396 540 144 97 241 103 357 460 7 : 00 116 86 2 02 135 385 520 120 83 203 191 389 580 122 66 188 157 431 588 99 59 158 139 319 458 8 : 00 101 63 164 147 215 362 85 45 130 130 199 329 96 51 14 7 129 188 317 85 42 127 128 157 285 9 : 00 106 43 149 128 164 292 64 47 111 154 136 290 69 30 9 9 152 161 313 49 51. 100 155 157 312 10:00 40 44 84 144 133 277 45 29 7 4 121 164 285 47 27 74 141 143 284 40 21 61 141 133 274 11:00 77 13 90 162 139 301 38 15 53 168 174 342 55 16 71 190 158 348 22 18 40 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 AM PM STREET : LOCATION: 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 PALOMAR AIRPOR E/0 MELROSE RD DATE: 08-02-89 EAST BOUND ; WEST 1 BOUND 1 TOTAL 78 1 38 1 116 44 1, 15 1 59 12 1 9 1 . 21 17 1 18 1 35 29 1 67 1 96 107 367 1 474 ' 408 1,217 1,625 586 1,562 2,148 545 921 1,466 562 618 1,180 561 597 1,158 661 604 1,265 741 694 1,435 646 667 1,313 767 660 1,427 1,276 626 1, 902 1,400 626 2,026 1,456 560 2,016 740 1 387 1,12 7 457 1 294 i 751 367 1 201 1 568 288 1 171 1 459 172 1 121 293 192 1 12,112 1 62 1 11,102- 1 254 23,214 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: PALOMAR AIRPORT RD LOCATION: E/O MELROSE 7 of 8 DATE: 08-02-89 DIRECTIONAL VOLUME 2 : 00 1: 00 2: 00 3 : 00 4 : 00 5 : 00 6: 00 7: 00 8 : 00 9 : 00 0: 00 1: 00 2: 00 1: 00 2 : 00 3: 00 4 : 00 5 : 00 6 : 00 7 : 00 8: 00 9 : 00 0: 00 1: 00 2: 00 116 59 21 35 96 474 1,625 568 459 293 254 2.148 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECFIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: PALOMAR AIRPORT RD LOCATION: E/0 MELROSE DATE: 08-02-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND T 0 T A L HOUR BEGINNING 07:30AM 07:00AM 07:15AM 191 35 7 520 157 385 580 139 389 588 147 431 458 PEAK HOUR TOTAL 634 1,562 2 ,146 PEAK HOUR FACTOR 0.83 0.91 0.91 PERCENT OF DIRECTION 5.2 3 14.07 PERCENT OF TOTAL 2 .73 6.73 9.24 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND T OTAL HOUR BEGINNING 11: 45AM 12:15PM 01 :00PM 190 169 333 223 199 318 181 182 319 181 17 4 343 PEAK HOUR TOTAL 775 724 1,313 PEAK HOUR FACTOR 0.87 0.91 0.96 PERCENT OF DIRECTION 6.4 0 6.52 PERCENT OF TOTAL 3.34 3.12 5 .66 PM PEAK HOUR ANALYSIS ' EASTBOUND WESTBOUND F OTAL HOUR BEGINNING' 04:45PM 03 : 30PM 04 : 30PM 372 187 544 398 135 486 410 175 541 393 166 554 PEAK HOUR TOTAL 1,573 663 2,125 PEAK HOUR FACTOR 0.96 0.89 0.96 PERCENT OF DIRECTION 12.99 5.97 PERCENT OF TOTAL 6.78 2.86 9.15 DIRECTIONAL SPLIT 52.18 47.82 -J hk & associates CITY OF CARLSBAD SUMMER 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 B3-60 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 STREET:PALOMAR AIRPORT RD LOCATION:EL FUERTE-EL CAMINO DATE 08-01-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL JOUND BOUND BOUND BOUND 34 14 48 12:00 207 140 347 29 18 47 193 165 358 21 18 39 198 162 360 8 13 21 173 149 322 14 9 23 1:00 171 184 355 8 6 14 196 167 36 3 11 4 15 190 227 417 6 3 9 185 210 395 6 3 9 2:00 202 166 368 3 3 6 183 205 388 3 4 7 184 181 365 4 1 5 198 191 389 5 4 9 3: 00 243 151 394 3 4 7 276 178 454 5 3 8 405 162 567 3 4 7 310 166 476 10 4 14 4:00 375 188 563 7 2 9 293 221 514 10 5 15 402 179 581 10 10 20 369 178 547 20 10 30 5:00 424 174 598 13 29 42 402 164 566 32 28 60 343 164 507 49 44 93 249 148 397 81 74 155 6: 00 211 155 366 121 113 234 161 175 336 157 153 310 155 136 291 156 215 371 112 118 230 165 300 465 7:00 127 104 231 173 360 533 105 112 217 179 365 544 82 74 156 165 329 494 81 89 170 169 369 538 8: 00 82 68 150 445 284 729 64 64 128 144 251 395 96 57 153 107 318 425 72 55 127 116 259 375 9:00 69 51 120 122 206 328 60 51 111 134 195 329 37 29 66 134 161 295 64 50 114 121 142 263 10:00 52 51 103 133 165 298 46 43 89 139 151 290 41 46 87 124 134 258 29 30 59 171 136 307 11:00 59 36 95 163 129 292 41 32 73 194 159 353 32 24 56 204 149 353 32 19 51 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: PALOMAR AIRPORT RD LOCATION: EL FUERTE-EL CAMINO DATE: 08-01-89 TIME EAST BOUND WEST BOUND TOTAL 12: 00 EAST BOUND WEST BOUND TOTAL 12: 00 92 63 155 1:00 92 63 155 1:00 39 22 61 2:00 39 22 61 2:00 16 11 27 3: 00 16 11 27 3: 00 16 15 31 4:00 16 15 31 4:00 37 21 58 5: 00 37 21 58 5: 00 114 111 225 6:00 114 111 225 6:00 515 555 1, 070 7: 00 515 555 1, 070 7: 00 682 1,354 2,036 8: 00 682 1,354 2,036 8: 00 865 1,222 2, 087 9: 00 865 1,222 2, 087 9: 00 506 821 1, 327 10:00 506 821 1, 327 10:00 517 592 1,109 11: 00 517 592 1,109 11: 00 732 573 1,305 12:00 732 573 1,305 12:00 771 616 1,387 1:00 771 616 1,387 1:00 742 788 1, 530 2:00 742 788 1, 530 2:00 767 743 1,510 3:00 767 743 1,510 3:00 1,234 657 1,891 4:00 1,234 657 1,891 4:00 1,439 766 2,205 5: 00 1,439 766 2,205 5: 00 1,418 650 2,068 6:00 1,418 650 2,068 6:00 639 584 1,223 7: 00 639 584 1,223 7: 00 395 379 774 8:00 395 379 774 8:00 314 244 558 9:00 314 244 558 9:00 230 181 411 10:00 230 181 411 10:00 168 170 338 11: 00 168 170 338 11: 00 164 12,412 111 1 11,249 1 1 o 275 1 23,661 1 12:00 164 12,412 111 1 11,249 1 1 o 275 1 23,661 1 164 12,412 111 1 11,249 1 1 o 275 1 23,661 1 AM PM STREET: LOCATION; TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. PALOMAR AIRPORT RD EL FUERTE-EL CAMINO 3 of 8 DATE: 08-01-89 DIRECTIONAL VOLUME 2: 00 1: 00 2: 00 3: 00 4: 00 5: 00 6: 00 7: 00 8: 00 9: 00 0: 00 1: 00 2: 00 1: 00 2: 00 3: 00 4: 00 5: 00 6: 00 7: 00 8: 00 9: 00 0: 00 1: 00 2: 00 155 • 58 225 1,070 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 4 of 8 STREET: PALOMAR AIRPORT RD LOCATION: EL FUERTE-EL CAMINO DATE: 08-01-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 07:30AM 07 :15AM 07:30AM 179 165 169 445 360 365 329 369 544 494 538 729 PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 958 7.72 4.05 NOON PEAK 1,423 12.65 6.01 HOUR ANALYSIS 2,305 9.74 EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 11:45AM 01:OOPM 01:OOPM • 204 207 193 198 184 167 227 210 355 363 417 395 PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 802 6.46 3.39 PM PEAK 788 7.01 3.33 HOUR ANALYSIS 1,530 6.47 EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 04:30PM 04:OOPM 04:30PM 402 369 424 402 188 221 179 178 581 547 598 566 PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 1,597 12.87 4.05 766 6.81 6.01 2,292 9.74 QMECTIONAL SPLIT 52.46 47.54 NEWPORT TRAFFIC STUDIES 5 of 8 15 MINUTE COUNTS STREET: PALOMAR AIRPORT RD LOCATION:EL FUERTE-EL CAMINO DATE 08 -02-89 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 23 12 35 12: 00 219 141 360 11 19 30 176 177 353 30 15 45 193 167 360 11 19 30 162 170 332 16 11 27 1:00 170 168 338 6 10 16 163 205 368 16 5 21 179 183 362 8 4 12 183 186 369 2 2 4 2: 00 186 178 364 4 6 10 204 176 380 3 3 6 217 181 398 3 5 8 202 169 ' 371 6 0 6 3: 00 299 194 493 3 3 6 252 179 431 2 3 5 ^ 423 164 587 5 1 6 296 174 470 3 4 7 4: 00 385 177 562 3 8 11 308 239 547 8 6 14 431 154 585 18 6 24 350 183 533 7 12 19 5: 00 402 193 595 26 29 55 413 191 604 36 21 57 358 150 508 50 60 110 249 175 424 73 58 131 6:00 235 166 401 86 85 171 190 183 373 162 155 317 162 134 296 175 201 376 135 116 251 120 255 375 7:00 119 111 230 173 335 508 117 101 218 184 394 578 124 102 226 195 341 536 96 89 185 168 376 544 8: 00 107 90 197 140 396 536 80 59 139 154 422 576 99 69 168 129 322 451 90 61 151 138 224 362 9: 00 111 53 164 136 209 345 52 50 102 162 191 353 74 46 120 149 150 299 45 45 90 162 176 338 10: 00 45 47 92 133 137 270 46 61 107 142 158 300 46 50 96 156 160 316 41 48 89 166 146 312 11:00 81 33 114 163 162 325 41 30 71 184 164 348 42 24 66 198 135 333^ 22 15 37 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: PALOMAR AIRPORT RD LOCATION: EL FUERTE-EL CAMINO DATE: 08-02-89 TIME EAST BOUND WEST BOUND TOTAL 12:00 EAST BOUND WEST BOUND TOTAL 12:00 75 65 140 1:00 75 65 140 1:00 46 30 76 2: 00 46 30 76 2: 00 12 16 28 3:00 12 16 28 3:00 16 7 23 4: 00 16 7 23 4: 00 32 24 56 5:00 32 24 56 5:00 119 122 241 6:00 119 122 241 6:00 496 499 995 7:00 496 499 995 7:00 672 1,325 1,997 8:00 672 1,325 1,997 8:00 591 1,516 2,107 9: 00 591 1,516 2,107 9: 00 585 774 1,359 10: 00 585 774 1,359 10: 00 593 631 1,224 11:00 593 631 1,224 11:00 711 607 1, 318 12:00 711 607 1, 318 12:00 750 655 1,405 1:00 750 655 1,405 1:00 695 742 1,437 2:00 695 742 1,437 2:00 809 704 1,513 3: 00 809 704 1,513 3: 00 1,270 711 1,981 4: 00 1,270 711 1,981 4: 00 1,474 753 2,227 5:00 1,474 753 2,227 5:00 1,422 709 2,131 6:00 1,422 709 2,131 6:00 722 599 1,321 7: 00 722 599 1,321 7: 00 456 403 859 8:00 456 403 859 8:00 376 279 655 9:00 376 279 655 9:00 282 194 476 10: 00 282 194 476 10: 00 178 206 384 11:00 178 206 384 11:00 186 12,568 102 11,673 288 24,241 12:00 186 12,568 102 11,673 288 24,241 186 12,568 102 11,673 288 24,241 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: PALOMAR AIRPORT RD LOCATION: EL FUERTE-EL CAMINO 7 of 8 DATE: 08-02-89 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 'l2: 00 140 76 I 28 I 23 56 241 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: PALOMAR AIRPORT RD LOCATION: EL FUERTE-EL CAMINO DATE: 08-02-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 07:15AM 07:45AM 07:30AM 173 341 578 184 376 536 195 396 544 168 422 536 PEAK HOUR TOTAL 720 1,535 2,194 PERCENT OF DIRECTION 5.73 13.15 PERCENT OF TOTAL 2.97 6.33 9.05 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 11:45AM 01:OOPM 01:OOPM 198 168 338 w 219 205 368 176 183 362 193 186 369 PEAK HOUR TOTAL 786 742 1,437 PERCENT OF DIRECTION 6.25 6.36 PERCENT OF TOTAL 3.24 3.06 5.93 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 04:30PM 04:15PM 04:30PM 431 239 585 350 154 533 402 183 595 413 193 604 PEAK HOUR TOTAL 1,596 769 2,317 PERCENT OF DIRECTION 12.70 6.59 PERCENT OF TOTAL 2.97 6.33 9.05 MCECTIONAL SPLIT 51.85 48.15 -J hk & associates CITY OF CARLSBAD SUMMER 1989 LINK COUNT SUMMARY Link Number: 8 Link Location: Palomar Airport Rd. between Camino Vida Roble & CoUege Blvd. 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 B3-^9 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 8 STREET:PALOMAR AIRPORT RD LOCATION:CAM VIDA ROBLE/COLLE DATE 08-02-89 AM PM EAST WEST T OTAL T I M E EAST WEST TOTAL BOUND BOUND BOUND BOUND 17 19 36 12:00 179 250 429 18 13 31 174 204 3 78 16 22 38 215 175 390 18 8 26 251 190 441 7 11 18 1:00 189 184 373 10 3 13 212 169 381 9 14 23 188 20 7 395 14 2 16 189 193 382 9 7 16 2 :00 181 155 336 5 3 8 194 175 369 7 6 13 176 17 3 349 1. 6 7 200 189 389 3 4 7 3 : 00 199 '238 437 6 3 9 201 182 383 9 7 16 210 312 522 8 3 11 211 230 441 3 • 7 10 4:00 181 264 445 12 9 21 227 209 436 9 16 25 213 2 75 • 488 23 10 33 193 216 409 2? 26 53 5:00 203 340 543 24 27 51 202 226 428 52 40 92 206 23 4 440 83 79 162 145 172 317 98 87 185 6:00 124 163 287 130 108 238 126 133 259 233 126 359 115 132 24 7 265 141 406 102 94 196 180 146 326 7:00 84 99 183 225 150 375 70 76 146 316 170 486 70 94 16 4 368 160 528 73 60 133 217 153 370 8 : 00 73 79 152 200 160 360 70 69 139 166 142 308 62 64 12 6 183 177 360 76 53 129 161 151 312 9 :00 70 46 116 155 134 289 , 59 42 101 201 122 323 56 44 100 157 152 309 52 39 91 185 160 345 10:00 42 30 7 2 148 156 304 34 30 64 159 173 332 31 24 55 145 155 300 28 27 55 154 198 352 11:00 32 28 60 172 172 344 26 18 44 167 217 384 26 35 61 169 228 397 18 11 29 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: PALOMAR AIRPORT RD LOCATION: CAM VIDA ROBLE/COLLE DATE: 08-02-89 AM PM FI M E EAS F BOUND WES f BOUND T 0 T A L 12 : 00 EAS F BOUND WES f BOUND T 0 T A L 12 : 00 69 62 131 1:00 69 62 131 1:00 40 30 70 2:00 40 30 70 2:00 22 22 44 3:00 22 22 44 3:00 26 17 43 4:00 26 17 43 4:00 47 42 89 5:00 47 42 89 5:00 186 172 358 6:00 186 172 358 6:00 726 462 1,188 7:00 726 462 1,188 7:00 1,089 626 1,715 8:00 1,089 626 1,715 8:00 766 632 1, 398 9:00 766 632 1, 398 9:00 674 559 1,233 10:00 674 559 1,233 10:00 637 644 1,281 11:00 637 644 1,281 11:00 662 815 1,477 12:00 662 815 1,477 12:00 819 819 1,638 1:00 819 819 1,638 1:00 778 753 1,531 2 : 00 778 753 1,531 2 : 00 751 692 1,443 3:00 751 692 1,443 3:00 821 962 1,783 4:00 821 962 1,783 4:00 814 964 1,778 5:00 814 964 1,778 5:00 756 972 1,728 6 :00 756 972 1,728 6 :00 467 522 989 7:00 467 522 989 7:00 297 329 626 8:00 297 329 626 8:00 281 265 546 9:00 281 265 546 9:00 237 171 408 10:00 237 171 408 10:00 135 111 246 11:00 135 111 246 11:00 102 92 194 12:00 102 92 194 12:00 11,202 10,735 21,937 11,202 10,735 21,937 STREET : LOCATION TOFAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. PALOMAR AIRPORT RD CAM VIDA ROBLE/COLLE 3 of 8 DATE: 08-02-89 DIRECTIONAL VOLUME 12:00 1:00 2 : 00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00' 111:00 12 : 00 1:00 2:00 3:00 4:00 5:00 6 : 00 7:00 8:00 9:00 10:00 11:00 'l2:00 131 70 l| 43 89 358 1,188 1,715 246 194 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECFIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 S F R E E F: PALOMAR AIRPORT R D LOCATION: CAM VIDA ROBLE/COLLE DATE: 08-02-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL •HOUR BEGINNING 07:15AM 10:OOAM 10:00AM 225 160 3 4 5 316 156 304 368 173 3 32 217 155 300 PEAK HOUR TOTAL 1,126 644 1, 281 PEAK HOUR FACTOR 0.. 76 0.93 0.93, PERCENT OF DIRECTION 10.05 6.00 PERCENT OF TOTAL 5.13 2.94 5.84 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 12:30PM 11:30AM 01 :00PM 215 217 373 251 228 381 189 250 395 212 204 382 PEAK HOUR TOTAL 867 899 1,531 PEAK HOUR FACTOR 0 .86 0 . 90 0.97 PERCENT OF DIRECTION 7.74 8.37 PERCENT OF TOTAL 3.95 4 .10 6 . 98 PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 04:15PM 04 : 30PM 04:15PM 227 275 436 213 216 488 193 340 409 203 226 543 PEAK HOUR TOTAL 836 1,057 1,876 PEAK HOUR FACTOR 0 . 92 0. 78 0.86 PERCENT OF DIRECTION 7.46 9.85 PERCENT OF TOTAL 3.81 4.82 8.55 DIRECTIONAL SPLIT 51.06 48.94 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET :PALOMAR AIRPORT RD LOCATION:CAM VIDA ROBLE/COLLE 5 of 8 DATE 08-03-89 AM PM EAST BOUND 2 2 18 10 7 15 9 12 7 2 6 3 6 1 5 8 4 4 3 10 17 28 26 41 82 95 151 219 294 194 213 292 383 250 194 196 195 172 170 186 162 159 152 163 190 149 155 170 197 WEST TOTAL TIME EAST WEST T OTAL BOUND BOUND BOUND 11 3 3 • 12:00 190 257 44 7 11 29 171 233 404 18 28 204 176 380 3 10 215 174 389 9 24 1:00 201 181 382 5 14 202 151 353 11 2 3 164 166 330 6 13 183 160 343 3 b 2:00 • 199 168 367 1 7 179 171 350 6 9 180 186 366 6 12 191 186 377 5 6 3:00 207 222 429 7 12 205 214 419 7 15 216 334 550 2 6 213 228 4 41 4 8 4 :00 211 257 468 9 12 204 220 424 10 20 200 254 454 8 25 197 255 452 21 49 5:00 201 352 553 34 60 202 213 415 50 91 183 20? 390 65 147 150 170 320 80 175 6:00 118 151 269 122 273 110 139 249 141 360 105 143 24 8 138 432 105 127 23 2 165 359 7:00 108 82 190 172 385 78 86 164 177 469 59 76, 135 132 515 72 70 142 161 411 8:00 86 60 146 175 369 74 63 137 142 338 68 58 126 134 329 67 41 108 158 330 9:00 57 46 10 3 148 318 63 48 111 152 338 47 40 87 178 340 53 32 85 138 297 10:00 50 23 73 179 331 44 28 72 177 340 29 31 60 152 342 36 24 60 188 337 11:00 ^ 22 31 53 192 347 21 24 45 224 394 20 21 41 198 395 21 13 34 2 4 HOU"R VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: PALOMAR AIRPORT RD LOCATION: CAM VIDA ROBLE/COLLE DATE: 08-03-89 TIME EAST BOUND WEST BOUND TOTAL 12 : 00 EAST BOUND WEST BOUND TOTAL 12 : 00 57 43 100 1: 00 57 43 100 1: 00 43 31 74 2:00 43 31 74 2:00 17 16 33 3:00 17 16 33 3:00 18 21 39 4:00 18 21 39 4:00 34 31 65 5:00 34 31 65 5:00 177 170 347 6:00 177 170 347 6:00 759 481 1,240 7:00 759 481 1,240 7:00 1,082 646 1,728 8 : 00 1,082 646 1,728 8 : 00 835 612 1,447 9 : 00 835 612 1,447 9 : 00 690 636 1,326 10:00 690 636 1,326 10:00 664 646 1,310 11:00 664 646 1,310 11:00 671 802 1,473 12:00 671 802 1,473 12:00 780 840 1,620 1:00 780 840 1,620 1:00 750 658 1, 408 2:00 750 658 1, 408 2:00 749 711 1,460 3:00 749 711 1,460 3:00 841 998 1,839 4 : 00 841 998 1,839 4 : 00 812 986 1, 798 5:00 812 986 1, 798 5:00 736 942 1,678 6:00 736 942 1,678 6:00 438 560 998 7:00 438 560 998 7:00 317 314 631 8:00 317 314 631 8:00 295 222 517 ^ 9:00 295 222 517 ^ 9:00 220 166 386 10:00 220 166 386 10:00 159 106 265 11:00 159 106 265 11:00 84 89 173 12:00 84 89 173 12:00 11,228 10,727 1 21,955 _• 1 1 11,228 10,727 1 21,955 _• 1 1 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: PALOMAR AIRPORT RD LOCATION: CAM VIDA ROBLE/COLLE 7 of 8 DATE: 08-03-89 DIRECFIONAL V 0 L U M t 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 :00 100 74 33 39 65 347 500 1000 1500 , 2000 VEHICLES / HOUR 2500 DIRECFIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: PALOMAR AIRPORT RD LOCATION: CAM VIDA ROBLE/COLLE DATE: 08-03-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND F OFAL HOUR BEGINNING 07:15AM 09:45AM 10:00AM 213 178 29? 292 138 331 383 179 340 250 177 342 PEAK HOUR TOTAL 1,138 672 1,310 PEAK HOUR FACTOR 0 . 74 0.94 0 . 96 PERCENT OF DIRECT ION 10.14 6 . 26 PERCENT OF TOTAL 5 .18 3.06 5.97 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 12:30PM 11:30AM 01: OOPM 204 224 382 215 198 353 201 257 330 202 23 3 343 PEAK HOUR TOTAL 822 912 1,408 PEAK HOUR FACTOR 0.96 0.89 0.92 PERCENT OF DIRECTION 7 . 32 8.50 PERCENT OF TOTAL 3.7 4 4 .15 6 .41 PM PEAK HOUR ANALYSIS EAST BOUND WESTBOUND TOTAL HOUR BEGINNING 03:15PM 04:15PM 03 : 30PM -205 220 550 216 254 441 213 255 468 211 352 424 PEAK HOUR TOTAL 845 1,081 1,883 PEAK HOUR FACTOR 0 . 98 0.77 0 . 86 PERCENT OF DIRECT ION 7.53 10.08 PERCENT OF TOTAL 3.85 4.92 8.58 DIRECTIONAL SPLIT 51.14 48.86 . -J ihk & associates CITY OF CARLSBAD SUMMER 1989 LINK COUNT SUMMARY Link Number: 9 Link Location: Carlsbad Blvd. between Oceanside City Limit & State St. 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 B3-78 NEWPOR1 r TRAFFIC STUDIES 15 MINUTE COUNTS 1 of 1 STREE T:CARLSBAD BL LOCAT ION:OCEANSIDE CL-STATE DATE 08-02-89 AM • PM NORTH SOUTH T OTAL TIME NORTH SOUTH 1 rOTAL BOUND BOUND BOUND BOUND 27 37 64 12:00 188 189 3 77 20 20 40 166 204 3 70 21 30 51 167 2 21 388 21 22 43 151 209 360 22 23 45 1:00 189 189 378 14 18 32 166 200 366 19 14 3 3 157 188 3 45 17 16 33 177 188 365 14 6 20 2:00 170 146 316 3 12 15 173 182 355 11 14 25 155 163 318 7 8 15 175 191 366 5 6 11 3:00 184 161 34 5 6 9 15 187 203 390 3 5 8 190 192 382 5 5 10 201 194 395 4 3 7 4:00 191 206 3 9 7 13 5 18 208 227 435 9 10 19 174 200 374 12 12 24 202 209 411 8 11 19 5 : 00 233 218 451 13 9 22 239 219 458 12 29 41 227 208 435 21 37 58 172 198 370 28 66 94 6:00 141 202 343 40 74 114 176 170 346 52 71 123 133 151 28 4 71 98 169 136 167 303 62 117 179 7 ; 00 151 160 311 69 91 160 170 137 30 7 88 130 218 144 140 28 4 48 74 122 151 136 28 7 78 139 217 8:00 122 115 2 37 91 138 229 119 108 22 7 85 115 200 118 112 2 30 119 139 258 72 86 158 115 117 23 2 9 : 00 76 81 157 108 123 231 87 76 163 120 134 254 68 69 13 ? 141 145 286 68 75 143 113 153 266 10:00 72 55 127 122 167 289 60 48 108 141 1'5 2 293 4 3 63 106 160 158 318 38 53 91 152 168 320 11:00 56 35 91 142 183 32 5 39 35 7 4 149 168 317 33 33 66 146 208 354 30 43 73 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: CARLSBAD BL LOCATION: OCEANSIDE CL-STATE DATE: 08-02-89 TIME NORTH BOUND SOUTH BOUND TOTAL 12 : 00 NORTH BOUND SOUTH BOUND TOTAL 12 : 00 89 109 198 1: 00 89 109 198 1: 00 7 2 71 143 2:00 7 2 71 143 2:00 35 40 75 3:00 35 40 75 3:00 19 25 44 4:00 19 25 44 4:00 38 30 68 5:00 38 30 68 5:00 54 86 140 6 : 00 54 86 140 6 : 00 191 309 500 7:00 191 309 500 7:00 267 412 679 8:00 267 412 679 8:00 373 531 904 9:00 373 531 904 9:00 484 519 1 ,003 10:00 484 519 1 ,003 10:00 536 630 1,166 11:00 536 630 1,166 11:00 589 727 1,316 12:00 589 727 1,316 12:00 672 823 1,495 1: 00 672 823 1,495 1: 00 689 765 1,454 2:00 689 765 1,454 2:00 673 682 1,355 3:00 673 682 1,355 3:00 762 750 1,512 4 : 00 762 750 1,512 4 : 00 775 842 . 1,617 5:00 775 842 . 1,617 5:00 871 843 1, 714 6:00 871 843 1, 714 6:00 586 690 1,276 7:00 586 690 1,276 7:00 616 573 1,189 8:00 616 573 1,189 8:00 431 421 852 9:00 431 421 852 9:00 299 301 . 600 10:00 299 301 . 600 10:00 213 219 432 11:00 213 219 432 11:00 158 146 304 12:00 158 146 304 12:00 9,492 10,544 20,036 9,492 10,544 20,036 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: CARLSBAD BL LOCATION: OCEANSIDE CL-STATE 3 of 8 DATE: 08-02-89 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 12:00 198 143 75 44 68 140 432 304 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREET: CARLSBAD BL LOCATION: OCEANSIDE CL-STATE DATE: 08-02-89 PEAK HOUR ANALYSIS NORTHBOUND SOU T HBOUND f 0 T A L HOUR BEGINNING 10 : OOAM 10:OOAM 10:00AM 113 153 266 122 167 289 141 152 293 160 158 318 . PEAK HOUR TOTAL 536 630 1,166 PEAK HOUR FACTOR 0.84 0.94 0.92 PERCENT OF DIRECT ION 5.65 5.97 PERCENT OF TOTAL 2.68 3.14 5.82 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND T OTAL HOUR BEGINNING 01:00PM 12:00PM 01:OOPM 189 189 378 166 204 366 157 221 345 177 209 365 PEAK HOUR TOTAL 689 823 1,454 PEAK HOUR FACTOR 0.91 0 . 93 0 . 96 PERCENT OF DIRECTION 7.26 7.81 PERCENT OF TOTAL 3.4 4 4 .11 ? .26 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND T 0 T A L HOUR BEGINNING 04 :45PM 04 :15PM 04:45PM 202 227 411 233 200 451 2 39 209 458 227 218 435 PEAK HOUR TOTAL 901 854 1,755 PEAK HOUR FACTOR 0.94 - 0.94 0.96 PERCENT OF DIRECTION 9.49 8.10 PERCENT OF TOTAL 4 . 50 4 . 26 8.76 DIRECTIONAL SPLIT 47.37 52.63 • N E W P 0 R 1 '• TRAFFIC STUDIES 15 MINUTE COUNTS 5 of STREE" T,: CARLSBAD BL LOCAT ION:OCEANSIDE CL-STATE DATE 08-03-89 AM PM NOR T H SOUTH TOTAL TIME NORTH SOUTH 1 1 0 T A L BOUND BOUND BOUND BOUND 23 3 4 57 12 :00 191 170 361 23 24 47 202 210 412 14 15 2 9 176 195 3 71 15 12 27 156 187 343 13 12 2 5 1 : 00 197 194 391 14 14 28 186 203 389 12 10 2 2 173 192 365 16 12 28 177 185 362 9 10 19 2:00 164 178 342 16 3 19 163 196 359 6 6 12 163 186 349 3 5 8 186 198 384 5 5 10 3:00 197 219 416 3 3 6 186 195 381 3 2 b 225 196 421 5 7 12 207 183 390 2 5 7 4:00 196 204 400 7 7 14 204 221 425 10 10 20 213 208 421 8 9 17 213 235 448 6 12 18 5:00 23 6 238 474 11 12 23 240 198 438 21 2? 48 178 191 369 17 45 62 170 212 382 22 62 84 6:00 171 158 329 39 77 116 155 156 311 59 103 162 167 151 318 58 82 140 147 181 328 54 90 144 7:00 148 141 289 66 103 169 153 160 313 100 136 236 139 147 286 104 153 257 129 140 269 83 130 213 8:00 132 116 248 102 119 221 110 113 223 87 107 194 106 96 202 102 117 219 96 92 188 95 125 220 9:00 95 83 178 108 132 240 62 75 137 125 139 264 98 77 175 116 149 265 76 80 156 153 140 293 10:00 72 71 143 160 173 333 62 40 • 102 127 160 287 56 55 111 181 192 373 52 34 86 132 181 313 11:00 36 37 73 151 203 354 25 36 61 153 185 338 26 34 60 176 187 363 32 26 58 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: LOCATION: CARLSBAD BL OCEANSIDE CL-STATE DATE: 08-03-89 AM PM TIME NOR T H BOUND SOUTH BOUND TOTAL 12:00 NOR T H BOUND SOUTH BOUND TOTAL 12:00 75 85 160 1: 00 75 85 160 1: 00 55 48 103 2:00 55 48 103 2:00 34 24 58 3 : 00 34 24 58 3 : 00 16 17 33 4 : 00 16 17 33 4 : 00 2 7 31 58 5:00 2 7 31 58 5:00 55 96 151 6:00 55 96 151 6:00 178 324 502 7:00 178 324 502 7:00 32 4 482 806 8:00 32 4 482 806 8:00 374 473 847 9:00 374 473 847 9:00 444 545 989 10:00 444 545 989 10:00 621 665 1,286 11:00 621 665 1,286 11:00 612 756 1,368 12:00 612 756 1,368 12:00 725 762 1, 487 1: 00 725 762 1, 487 1: 00 733 774 1,507 2 ; 00 733 774 1,507 2 ; 00 676 758 1,434 3:00 676 758 1,434 3:00 815 793 1,608 4:00 815 793 1,608 4:00 826 868 1, 694 5:00 826 868 1, 694 5:00 824 839 1,663 6:00 824 839 1,663 6:00 640 646 1, 286 7:00 640 646 1, 286 7:00 569 588 1,15 7 8:00 569 588 1,15 7 8:00 444 417 861 9:00 444 417 861 9:00 331 315 646 10:00 331 315 646 10:00 242 200 442 11:00 242 200 442 11:00 119 133 252 12:00 119 133 252 12:00 9,759 i 10,639 1 1 20,398 9,759 i 10,639 1 1 20,398 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 7 of 8 STREET: CARLSBAD BL LOCATION: OCEANSIDE CL-STATE DATE: 08-03-89 DIRECTIONAL VOLUME 1,663 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 8 of 8 STREET: CARLSBAD BL LOCATION: OCEANSIDE CL-STATE DATE: 08-03-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND F 0 F A L HOUR BEGINNING 10:00AM 10:00AM 10:OOAM 153 140 293 160 173 333 12 7 160 28 7 181 192 373 PEAK HOUR TOTAL 621 665 1,286 PEAK HOUR FACTOR 0.86 0 .87 0 . 86 PERCENT OF DIRECTION 6.36 6 . 25 PERCENT OF TOTAL 3.04 3 .26 6 .-30 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND T OTAL HOUR BEGINNING 11:45AM 12:15PM 01:00PM 176 210 391 191 195 389 202 187 365 176 194 362 PEAK HOUR TOTAL 745 786 1,507 PEAK HOUR FACTOR 0.92 0 .94 0.96 PERCENT OF DIRECTION 7.63 7.39 PERCENT OF TOTAL 3.65 3.85 7.39 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 04 : 30PM 04:15PM 04:30PM 213 221 421 213 208 448 236 235 474 240 238 438 PEAK HOUR TOTAL 902 902 1,781 PEAK HOUR FACTOR 0.94 0 . 95 0.94 PERCENT OF DIRECTION 9.24 8.48 PERCENT OF TOTAL 4.42 4.42 8. 73 DIRECTIONAL SPLIT 47.84 52.16 -J hk & associates CITY OF CARLSBAD SUMMER 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 B3-87 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS 1 of STREE f :CARLSBAD BL LOCATION:TAMARACK-CANNON RD DA E 08-02-89 AM PM NORTH . SOUTH TOTAL TIME NORTH SOUTH F 0 T A L BOUND BOUND BOUND BOUND 10 12 22 12:00 142 156 298 9 13 22 154 150 304 9 13 2 2 126 150 2 76 6 7 13 135 206 341 11 11 22 1:00 140 213 353 7 4 11 146 144 290 7 5 12 152 17? 329 4 4 8 104 173 277 2 5 7 2:00 130 184 314 4 4 8 124 150 274 4 7 11-147 164 311 3 4 7 143 166 309 4 2 6 3:00 138 160 298 3 4 7 130 201 331 b 4 9 178 158 336 2 3 5 163 172 335 2 0 2 4:00 180 184 364 1 3 4 181 151 332 5 6 11 149 164 313 1 7 8 157 131 288 8 10 18 5 : 00 186 160 346 9 13 22 168 156 324 12 23 35 153 126 2 79 16 43 59 112 117 229 20 44 64 6:00 123 121 244 28 85 113 118 119 237 4? 110 157 116 125 241 34 96 130 105 93 198 41 106 147 7:00 102 100 20 2 55 121 176 93 99 192 45 134 179 84 93 177 56 127 183 92 102 194 68 91 159 8:00 78 106 18 4 74 98 172 66 90 156 91 84 175 64 64 128 82 89 171 50 55 105 84 91 175 9 : 00 49 49 98 89 82 171 47 45 92 94 85 179 48 48 96 79 116 195 39 47 86 90 115 205 10:00 27 31 58 108 115 223 37 33 70 101 114 215 17 2 7 44 103 138 241 2? 32 59 113 125 238 11: 00 28 24 5 2 129 131 260 16 16 32 129 121 250 25 32 57 139 131 270 18 18 36 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: CARLSBAD BL LOCATION: TAMARACK-CANNON RD DATE: 08-02-89 TIME NORTH BOUND SOUTH BOUND T 0 T A L 12:00 NORTH BOUND SOUTH BOUND T 0 T A L 12:00 3 4 45 79 1: 00 3 4 45 79 1: 00 29 24 53 2:00 29 24 53 2:00 13 20 3 3 3:00 13 20 3 3 3:00 14 13 2 7 4:00 14 13 2 7 4:00 9 16 25 5:00 9 16 25 5:00 45 89 13 4 6:00 45 89 13 4 6:00 129 335 464 7:00 129 335 464 7:00 197 488 685 8 : 00 197 488 685 8 : 00 315 362 677 9:00 315 362 677 9:00 3 46 374 720 10:00 3 46 374 720 10:00 402 482 884 11:00 402 482 884 11:00 510 508 1,018 12:00 510 508 1,018 12:00 557 662 1 ,219 1:00 557 662 1 ,219 1:00 542 707 1,24 9 2:00 542 707 1,24 9 2:00 544 664 1 ,208 3:00 544 664 1 ,208 3:00 609 691 1 , 300 4 : 00 609 691 1 , 300 4 : 00 667 630 1,297 5:00 667 630 1,297 5:00 619 559 1,178 6:00 619 559 1,178 6:00 462 458 920 7:00 462 458 920 7:00 3 71 394 765 8 : 00 3 71 394 765 8 : 00 258 315 5 73 9:00 258 315 5 73 9:00 183 189 372 10:00 183 189 372 10:00 108 123 2 31 11:00 108 123 2 31 11:00 8? 7,050 90 8,238 177 15,288 12:00 8? 7,050 90 8,238 177 15,288 8? 7,050 90 8,238 177 15,288 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 3 of 8 STREET: CARLSBAD BL LOCATION: TAMARACK-CANNON RD DATE: 08-02-89 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 ll 79 53 33 27 25 134 1,178 231 177 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of 8 STREE" CARLSBAD BL LOCATION: TAMARACK-CANNON RD DA-E: 08-02-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 10:00AM 07 : OOAM 10:00AM 90 106 205 108 121 223 101 134 215 103 127 241 PEAK HOUR TOTAL 402 488 884 PEAK HOUR FACTOR 0.93 0 .91 0 .92 PERCENT OF DIREC TION 5.70 5 . 92 PERCENT OF TOTAL 2 .63 3.19 5. 78 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 12:45PM 12:45PM 01:00PM 135 206 353 140 213 290 146 144 329 152 177 27 7 PEAK HOUR TOTAL 573 740 1,249 PEAK HOUR FACTOR 0 .94 0.87 0 . 88 PERCENT OF DIRECTION 8.13 8 .98 PERCENT OF TOTAL 3 . 75 4 . 84 8.17 PM PEAK HOUR ANALYSIS NORTHBOUND SOUT HBOUND TOTAL HOUR BEGINNING 03:30PM 03:15PM 0 3 ; 3 0 P M 178 201 33 6 163 158 335 180 17 2 36 4 181 184 332 PEAK HOUR TOTAL 7 02 715 1, 367 PEAK HOUR FACTOR 0.97 0.89 0 . 94 PERCENT OF DIRECTION 9.96 8.68 PERCENT OF TOTAL 4.59 4.68 8.94 DIRECTIONAL SPLIT 46.11 53.89 N C W K U i\ I I K A (-(•^ 1 L b i U U 1 t S 15 MINUTE COUNTS 5 of 8 STREE T:CARLSBAD BL LOCAT ION:TAMARACK-CANNON RD OA E 08-03-89 AM PM NORTH SOUTH TOTAL T I M E NORTH SOUTH TO I AL BOUND BOUND BOUND BOUND 11 21 3 2 12:00 145 139 • 28 4 12 10 22 162 195 357 14 13 2 7 163 143 306 7 7 14 144 213 357 6 7 13 1:00 167 174 341 9 5 14 147 203 35 0 3 6 9 109 180 289 6 6 12 125 170 295 2 3 5 2:00 139 165 30 4 3 5 8 121 179 300 5 4 9 133 17 4 307 4 5 9 124 176 300 6 2 8 3:00 125 158 283 1 5 6 148 181 329 2 2 4 140 157 29 7 2 3 5 172 174 346 3 4 7 4:00 16? 194 361 1 2 3 155 138 293 7 3 10 163 161 32 4 6 10 16 166 163 329 1 8 9. 5:00 191 164 .355 7 13 20 173 154 32 7 8 25 33 166 156 322 • 9 34 43 170 146 316 16 40 56 6:00 141 138 279 33 59 92 136 123 259 41 103 144 119 115 234 45 94 139 111 114 225 34 91 125 7:00 111 123 2 34 31 105 136 103 109 212 • 50 126 176 110 93 203 45 140 185 95 100 195 66 99 165 8:00 75 80 155 66 88 154 68 86 154 71 93 164 55 64 119 70 79 149 39 60 99 71 87 158 9:00 42 5? 99 70 93 163 49 61 110 91 105 196 36 45 81 79 90 169 , 41 42 83 94 99 193 10:00 50 41 91 107 112 219 38 50 88 109 105 214 31 2 9 60 128 86 214 36 31 6 7 121 128 249 11:00 21 29 5 0 123 138 261 25 21 46 162 131 293 15 20 3 5 139 155 294 17 10 27 STREET: LOCATION iiH M U U K V U L U M t ,0 NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA CARLSBAD BL TAMARACK-CANNON RD 6 of 8 DATE: 08-03-89 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 NOR T H BOUND SOUTH BOUND r 0 T A L 44 51 95 24 24 4 8 14 1? 31 11 12 2 3 17 19 36 25 80 105 135 296 431- 160 462 622 2 73 359 63 2 311 375 686 438 402 840 545 552 1,097 614 690 1,304 548 727 1,275 517 694 1,211 585 670 1,255 651 656 1,30? 700 620 1,320 507 490 99? 419 425 844 237 290 527 168 205 373 155 151 306 78 7,176 80 8,347 158 15,523 TOTAL VOLUME PLO F NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: CARLSBAD BL LOCATION: TAMARACK-CANNON RD 7 of 8 DATE: 08-03-89 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 li 95 48 31 23 36 105 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT . TRAFFIC STUDIES 8 of 8 STREE CARLSBAD BL LOCATION: TAMARACK-CANNON RD D A1 IE: 08-03-89 AM PEAK HOUR ANALYSIS N 0 R F H B 0 U N D SOUTHBOUND TOTAL HOUR BEGINNING 10 :,00AM 0?:15AM 10 : OOAM 94 105 - 193 107 126 219 109 140 214 128 99 214 PEAK HOUR TOTAL 438 470 840 PEAK HOUR FACTOR 0.86 0.84 0.96 PERCENT OF DIRECTION 6.10 5 . 63 PERCENT OF TOTAL 2.82 3.03 5.41 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 12:15PM 12:'45PM 01: OOPM 162 213 341 163 174 350 144 203 289 16? 180 295 PEAK HOUR TOTAL 636 770 1,275 PEAK HOUR FACTOR 0.95 0 . 90 0.91 PERCENT OF DIRECTION 8.86 9.22 PERCENT OF TOTAL 4.10 4.96 8.21 PM PEAK HOUR ANALYSIS NORTHBOUND SOUT HBOUND TOTAL HOUR BEGINNING 05:00PM 03:15PM 04:30PM 191 181 324 173 15? 329 166 174 35 5 170 13 4 327 PEAK HOUR TOTAL 700 706 1,335 PEAK HOUR FACTOR 0 . 92 0.91 0.94 PERCENT OF DIREC TION 9.75 8.46 PERCENT OF TOTAL 4.51 4.55 8. 60 DIRECTIONAL SPLI T 46.23 53.7 7 jhk & associates CITY OF CARLSBAD SUMMER 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 B3-96 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:CARLSBAD BL LOCATION:POINSETTIA/LA COSTA 1 of 8 DATE 08-02-89 AM PM NORTH SOUTH TOTAL T I M E NORTH SOUTH r OTAL BOUND BOUND BOUND BOUND 10 10 20 12:00 119 111 2 30 7 11 18 86 105 191 17 11 28 114 103 217 3 3 6 -135 115 250 8 7 15 1: 00 134 100 23 4 3 4 7 108 117 225 2 0 2 • 101 115 216 5 5 10 103 123 226 4 3 7 2:00 112 113 225 3 0 3 116 100 216 4 6 10 94 . 129 223 4 6 10 123 104 227 2 2 4 3:00 102 104 206 4 3 7 131 120 251 2 4 6 12? 122 249 0 3 3 133 119 252 2 1 3 4 :00 139 112 251 3 3 6 1,08 128 236 3 3 6 102 152 25 4 5 5 10 135 136 271 10 5 15 5:00 134 128 2 6 2 14 6 20 112 123 235 14 9 2 3 106 94 200 19 22 41 112 109 221 35 11 46 6:00 117 91 208 41 38 79 7? 85 162 33 51 84 90 88 178 61 60 121 87 8? 174 58 66 124 7:00 91 83 174 65 70 135 .66 92 158 65 85 150 61 73 13 4 71 57 128 56 81 13 7 61 68 129 8:00 58 57 115 7? 73 150 48 51 99 83 68 151 36 41 77 74 76 150 31 36 67 66 79 145 9:00 41 40 81 64 81 • 145 33 34 67 72 82 154 35 3? 72 78 96 174 21 32 53 85 82 16? 10:00 30 14 • 44 84 84 168 18 21 39 98 10? 205 14 22 36 84 98 182 18 26 44 106 105 211 11: 00 12 15 2 7 107 98 205 13 15 28 87 118 205 8 11-19 121 121 242 11 13 24 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: CARLSBAD BL LOCATION: POINSETTIA/LA COSTA DATE: 08-02-89 AM PM TIME NORTH BOUND SOUT H BOUND J 0 T A L 12:00 NORTH BOUND SOUT H BOUND J 0 T A L 12:00 3? 3 5 -J -. 1 : 00 3? 3 5 -J -. 1 : 00 18 16 34 2 : 00 18 16 34 2 : 00 1-5 15 3 0 3:00 1-5 15 3 0 3:00 8 12 2 0 4 : 00 8 12 2 0 4 : 00 13 12 25 5:00 13 12 25 5:00 57 42 99 6:00 57 42 99 6:00 170 160 330 7:00 170 160 330 7:00 259 278 537 8 : 00 259 278 537 8 : 00 295 285 580 9 : 00 295 285 580 9 : 00 280 338 618 10 : 00 280 338 618 10 : 00 351 371 722 11:00 351 371 722 11:00 421 442 863 12 : 00 421 442 863 12 : 00 454 434 888 1:00 454 434 888 1:00 446 455 901 2:00 446 455 901 2:00 445 446 891 3:00 445 446 891 3:00 493 465 958 4 : 00 493 465 958 4 : 00 484 528 1,012 5 : 00 484 528 1,012 5 : 00 464 454 918 6:00 464 454 918 6:00 371 351 722 - 7:00 371 351 722 - 7:00 274 329 603 8:00 274 329 603 8:00 173 185 358 9:00 173 185 358 9:00 130 14 3 2 73 10:00 130 14 3 2 73 10:00 80 83 16 3 11: 00 80 83 16 3 11: 00 44 t: -> an 54 C Cl 0 0 98 11,715 12:00 44 t: -> an 54 C Cl 0 0 98 11,715 J , I o i. 1 j,:7jj i_ 1 98 11,715 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH," CA. 3 of 8 STREET: CARLSBAD BL LOCATION: POINSETTIA/LA COSTA DATE: 08-02-89 DIREC T I 0 N A L 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 il {l il 72 34 30 20 25 99 98 500 1000 1500 2000. VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 4 of 8 STREET: CARLSBAD BL LOCATION: POINSETTIA/LA COSTA DATE: 08-02-89 AM PEAK HOUR ANALYSIS HOUR BEGINNING PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL NORTHBOUND 10 : OOAM 85 84 98 84 351 6.07 3.00 SOUTHBOUND 10 : OOAM 82 84 10 7 98 3 71 6 .25 3 .1? NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND HOUR BEGINNING 12:30PM 114 135 134 108 PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 491 8.49 4.19 11:30AM 118 121 111 105 455 7 .67 3.88 PM PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 03:15PM 131 127 133 139 PEAK HOUR TOTAL 530 PERCENT OF DIRECTION 9.17 PERCENT OF TOTAL 3.00 SOUTHBOUND 04:15PM 12 8 152 136 128 544 9.1? 3.1? TOTAL 10:00AM 16? 168 2 05 1,8 2 722 6 .16 TOTAL 12:30PM 217 250 234 225 926 7 .90. T OTAL 04:15PM 236 254 271 262 1,023 6 .16 (ECTIONAL SPLIT 49.36 50,64 NEWPORT F R A F FIC STUDIES 15 MINUTE COUNTS STREET:CARLSBAD BL LOCATION:POINSETTIA/LA COSTA 5 of 8 DATE 08-03-89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH T OTAL BOUND BOUND BOUND BOUND 8 9 17 12:00 107 11? 224 10 8 18 96 129 225 9 9 18 106 117 22 3 6 6 12 119 108 22 7 1 b 6 1: 00 107 130 23 7 4 2 6 105 119 224 3 4 7 10 3 127 230 4 4 8 126 105 231 4 3 7 2:00 108 132 240 1 2 3 119 120 239 5 • 2 7 120 115 2 35 3 - 1 4 134 133 267 • 0 3 3 3:00 119 122 241 1 1 2 136 107 243 3 1 4 122 129 251 3 3 6 140 141 281 2 1 3 4:00 . 149 142 291 3 3 6 136 134 2 70 1 1 2 136 129 , 26 5 2 - 5 7 131 139 270 5 6 11 5 : 00 129 133 262 10 8 18 132 115 247 18 17 3 5 11? 12 4 241 19 22 41 135 108 243 22 35 57 6:00 109 110 219 46 55 101 131 107 238 45 67 112 85 10 3 188 37 6 7 104 84 87 171 38 68 106 7 : 00 91 98 189 66 64 130 73 66 139 65 70 135 68 63 131 68 69 137 70 61 131 58 74 132 8:00 60 54 114 61 87 148 42 53 95 46 72 118 40 54 9 4 63 63 126 34 38 7 2 • 65 79 144 9:00 32 32 64 64 76 140 41 36 7 7 7 3 82 155 35 32 67 98 74 172 33 16 4 9 82 79 161 10:00 25 28 5 3 92 89 181 25 32 57 103 92 195 2 3 31 5 4 108 125 233 12 15 2 7 9? 108 205 11:.00 18 16 3 4 95 111 206 10 12 2 2 10? 118 225 9 10 19 105 136 241 8 10 18 AM PM STREET : LOCATION : 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA CARLSBAD BL POINSETTIA/LA COSTA 6 of 8 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 DATE: 08-03-89 NORTH SOUTH BOUND BOUND TOTAL 33 3 2 65 12 15 27 13 8 21 ? 8 15 8 10 18 52 53 105 150 22 4 374 237 271 508 2 28 296 52 4 300 311 611 385 385 • 770 404 473 87 7 428 471 899 441 481 922 481 500 981 51? 499 1,016 552 544 . 1, 096 513 480 993 409 40? 816 302 288 590 176 ' 199 375 , 141 116 257 85 106 . 191 45 48 93 5,919 _ 6,225 12,144 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 7 of 8 CARLSSAO SL LOCAFION: P 0 I N S E "F "FI A /' i: 0 S "T A DATE: 08-03-89 DIREC J I 0 N A L V 0 L U il L 12:00 1:00 2 : 00 3 : 00 4 : 00 5 : 00 6 : 00 .7:00 8 ; 00 9 : 00 10:00 'll: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 I 12:00 65 27 21 15 18 105 93 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: CARLSBAD BL LOCATION: POINSETTIA/LA COSTA DATE: 08-03-89 AM PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND 10 : OOAM 82 92 103 108 PEAK HOUR TOTAL 385 PERCENT OF DIRECTION 6.50 PERCENT OF TOTAL 3.17 SOUTHBOUND 10:OOAM 79 89 92 125 385 6 .18 3.1? NOON PEAK HOUR ANALYSIS HOUR BEGINNING NORTHBOUND '01:00PM 107 105 103 126 PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 441 7 . 45 3.63 SOUTHBOUND 11:30AM 118 136 11? 129 500 8 . 03 4.12 PM PEAK HOUR ANALYSIS HOUR BEGINNING NOR THBOUND 03:45PM 140 149 136 136 PEAK HOUR TOTAL 561 PERCENT OF DIRECTION 9.48 PERCENT OF TOTAL 3.1? SOUTHBOUND 03 : 30PM 129 141 142 134 546 8 .77 3.17 F OFAL 10:OOAM 161 181 195 233 770 6.3 4 TOTAL 01:00PM 23? 224 230 231 922 7.59 TOTAL 03:45PM 281 291 270 265 1,107 6.3 4 lECTIONAL SPLIT 48. 74 51. 26 -J hk & associates CITY OF CARLSBAD SUMMER 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 B3-105 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:OLIVENHAIN LOCATION:S/0 RANCHO STA FE DATE 08-02-89 1 of 8 AM PM EAST WEST TOTAL TIME EAST WEST TOTAL BOUND BOUND BOUND BOUND 11 11 22 12: 00 84 116 200 5 15 20 75 120 195 12 8 20 82 93 175 16 11 27 83 115 198 6 5 11 1: 00 72 94 166 4 7 11 95 97 192 3 5 8 60 113 173 4 4 8 83 100 183 4 1 5 2:00 95 118 213 1 0 1 75 96 171 2 3 5 71 99 170 3 3 6 85 109 194 3 0 3 3:00 91 133 224 3 3 6 104 111 215 2 4 6 117 139 256 4 4 8 104 123 227 2 4 6 4:00 111 131 242 5 7 12 127 119 246 4 12 16 120 131 251 3 14 17 119 120 239 4. 8 12 5: 00 159 139 298 10 16 26 162 135 297 13 35 48 109 153 262 21 36 57 123 117 240 30 49 79 6:00 122 117 239 30 101 131 121 109 230 47 92 139 125 80 205 43 135 178 114 100 214 69 138 207 7: 00 82 110 192 51 136 187 93 102 195 91 142 233 80 89 169 77 148 225 89 86 175 68 142 210 8:00 61 69 130 73 162 235 72 68 140 64 170 234 80 64 144 62 130 192 82 54 136 80 129 209 9: 00 70 63 133 66 116 182 49 50 99 68 131 199 42 53 95 66 134 200 61 57 118 52 115 167 10:00 54 44 98 80 109 189 45 34 79 60 109 169 37 39 76 68 103 171 34 24 58 56 117 173 11:00 19 17 36 74 105 179 16 18 34 74 117 191 17 9 26 69 130 199 15 11 26 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET: - OLIVENHAIN LOCATION: S/O RANCHO STA FE DATE: 08-02-89 AM PM TIME I EAST BOUND WEST BOUND TOTAL 12: 00 I EAST BOUND WEST BOUND TOTAL 12: 00 1 44 45 89 1:00 1 44 45 89 1:00 17 21 38 2:00 17 21 38 2:00 10 7 17 3:00 10 7 17 3:00 12 11 23 4: 00 12 11 23 4: 00 14 37 51 5: 00 14 37 51 5: 00 48 95 143 6:00 48 95 143 6:00 150 377 527 7:00 150 377 527 7:00 288 564 852 8: 00 288 564 852 8: 00 267 604 871 9:00 267 604 871 9:00 280 510 790 10: 00 280 510 790 10: 00 260 436 696 11:00 260 436 696 11:00 273 469 742 12:00 273 469 742 12:00 324 444 768 1: 00 324 444 768 1: 00 310 404 714 2: 00 310 404 714 2: 00 326 422 748 3: 00 326 422 748 3: 00 416 506 922 4:00 416 506 922 4:00 477 501 978 5:00 477 501 978 5:00 553 544 1,097 6:00 553 544 1,097 6:00 482 406 888 7:00 482 406 888 7:00 344 387 731 8: 00 344 387 731 8: 00 295 255 550 9:00 295 255 550 9:00 222 223 445 10: 00 222 223 445 10: 00 170 141 311 11:00 170 141 311 11:00 67 55 122 12: 00 67 55 122 12: 00 5,649 1 7,464 1 13,113 t 1 5,649 1 7,464 1 13,113 t 1 12: 00 1: 00 2: 00 3: 00 4: 00 5: 00 6: 00 7: 00 8: 00 9: 00 10: 00 ^jj^ll 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 Al2: 00 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: OLIVENHAIN LOCATION: S/0 RANCHO STA FE 3 of 8 DATE: 08-02-89 DIRECTIONAL VOLUME I I I 89 38 17 23 51 I 143 311 122 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 4 of 8 STREET: OLIVENHAIN LOCATION: S/O RANCHO STA FE DATE: 08-02-89 AM PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 07:30AM 91 77 68 73 PEAK HOUR TOTAL 309 PERCENT OF DIRECTION 5.47 PERCENT OF TOTAL 2.36 WESTBOUND 07:45AM 148 142 162 170 622 8.33 4.74 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND HOUR BEGINNING 12:30PM 82 83 72 95 PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 332 5.88 2.53 11:30AM 117 130 116 120 483 6.47 3.68 PM PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 04:30PM 120 119 159 162 PEAK HOUR TOTAL 560 PERCENT OF DIRECTION 9.91 PERCENT OF TOTAL 2.36 WESTBOUND 04:45PM 120 139 135 153 - 547 7.33 4.74 TOTAL 07:45AM 225 210 235 234 904 6.89 TOTAL 11:30AM 191 199 200 195 785 5.99 TOTAL 05:OOPM 298 297 262 240 1,097 6.89 ECTIONAL SPLIT 43.08 56.92 NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET:OLIVENHAIN .OCATION: S/0 RANCHO STA FE DATE 08-03-89 5 of 8 AM PM EAST BOUND WEST BOUND TOTAL 12 8 20 13 12 25 10 12 22 11 3 14 5 9 14 4 3 7 1 "4 5 3 5 8 4 3 7 0 3 3 2 0 2 4 2 6 0 1 1 3 2 5 6 4 10 3 4 7 0 7 7 4 6 10 2 11 13 4 15 19 7 4 11 10 27 37 14 28 42 17 41 58 23 44 67 31 96 127 51 134 185 47 136 183 59 121 180 77 144 221 92 147 239 71 163 234 76 139 215 69 138 207 64 150 214 59 179 238 64 127 191 51 116 167 84 123 207 64 129 193 62 114 176 56 99 155 71 108 179 53 128 181 56 126 182 77 105 182 67 118 185 78 100 178 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 EAST BOUND 90 81 67 76 58 73 84 99 75 83 81 96 98 91 116 ' 112 119 118 141 124 132 146 140 148 116 95 119 102 87 86 84 71 88 86 78 71 77 76 47 52 47 30 33 29 29 28 25 17 WEST BOUND 109 117 123 125 125 109 107 114 113 96 116 108 116 145 145 157 145 116 137 117 139 115 121 148 110 123 113 94 83 93 82 99 67 84 79 62 55 64 42 47 43 33 37 29 13 22 10 11 TOTAL 199 198 190 201 183 182 191 213 188 179 197 204 214 236 261 269 264 234 278 241 271 261 261 296 226 218 232 196 170 179 166 170 155 170 157 133 132 140 89 99 90 • 63 70 58 42 50 35 28 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET: LOCATION: OLIVENHAIN S/O RANCHO STA FE DATE: 08-03-89 TIME EAST BOUND WEST BOUND TOTAL 12:00 EAST BOUND WEST BOUND TOTAL 12:00 46 35 81 1:00 46 35 81 1:00 13 21 34 2: 00 13 21 34 2: 00 10 8 18 3:00 10 8 18 3:00 12 11 23 4:00 12 11 23 4:00 10 39 49 5: 00 10 39 49 5: 00 48 100 148 6: 00 48 100 148 6: 00 152 410 562 7:00 152 410 562 7:00 299 575 874 8: 00 299 575 874 8: 00 268 606 874 9:00 268 606 874 9:00 263 495 758 10:00 263 495 758 10:00 242 449 691 11:00 242 449 691 11:00 278 449 727 12: 00 278 449 727 12: 00 314 474 788 1:00 314 474 788 1:00 314 455 769 2:00 314 455 769 2:00 335 433 768 3: 00 335 433 768 3: 00 417 563 980 4:00 417 563 980 4:00 502 515 1,017 5: 00 502 515 1,017 5: 00 566 523 1,089 6: 00 566 523 1,089 6: 00 432 440 872 7:00 432 440 872 7:00 328 357 685 8:00 328 357 685 8:00 323 292 615 9:00 323 292 615 9:00 252 208 460 10:00 252 208 460 10:00 139 142 281 11:00 139 142 281 11:00 99 56 155 12: 00 99 56 155 12: 00 5,662 1 7,656 1 13,318 1 < 1 1 5,662 1 7,656 1 13,318 1 < 1 1 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: OLIVENHAIN LOCATION: S/0 RANCHO STA FE 7 of 8 DATE: 08-03-89 DIRECTIONAL VOLUME 12 1 2: 3; 4: 5; 6; 7: 8; 9: 10: ,111 12: 1: 2: 3: 4: 5: 6: 7; 8: 9: 10: 11: ^12: 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 I I I I 81 34 18 23 49 I 148 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: OLIVENHAIN LOCATION: S/0 RANCHO STA FE DATE: 08-03-89 HOUR BEGINNING AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND 07:15AM 08:00AM PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 77 92 71 76 316 5.58 2.37 139 138 150 179 606 7.92 4.55 NOON PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 11:30AM 67 78 90 81 PEAK HOUR TOTAL 316 PERCENT OF DIRECTION 5.58 PERCENT OF TOTAL 2.37 WESTBOUND 12 :15PM 117 123 125 125 490 6.40 3.68 HOUR BEGINNING PM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND 05:00PM 03:15PM 132 146 140 148 PEAK HOUR TOTAL 566 PERCENT OF DIRECTION 10.00 PERCENT OF TOTAL 2.37 145 145 157 145 592 7.73 4.55 TOTAL 07:15AM 221 239 234 215 909 6.83 TOTAL 12:OOPM 199 198 190 201 788 5.92 TOTAL 05:OOPM 271 261 261 296 1,089 6.83 ECTIONAL SPLIT 42.51 57.49 -J hk 8c associates CITY OF CARLSBAD SUMMER 1989 LINK COUNT SUMMARY Link Number: 13 Link Location: La Costa Ave. between 1-5 & Saxony Ave. CONTENT PAGE Day 1 15 Minute Coimts 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 B3-114 L W K U K I I K A h h 1 L S I U U t t S 15 MINUTE COUNTS 1 of 8 STREET : LA COSTA AVE LOCATION: 1-5 TO SAXONY RD DAI IE 08-02-89 AM PM EAST WEST TOTAL TIME EAST WES T F 0 1 A L BOUND BOUND BOUND ' BOUND 55 30 85 . 12:00 199 226 425 38 18 56 204 231 435 35 15 50 201 208 409 28 11 39 211 19? 408 32 15 4? 1: 00 212 210 422 16 13 29 241 163 404 10 12 22 188 195 383 12 1? 29 245 173 418 16 7 23 2:00 232 19? 429 18 5 23 216 210 426 7 7 14 250 214 464 10 5 15 226 186 412 5 5 10 3:00 231 241 472 4 10 14 •282 185 467 6 4 10 275 262 53 7 6 6 12 322 242 564 8 4 12 4:00 322 263 585 9 10 19 318 244 562 15 7 22 353 274 62 7 10 22 32 363 286 649 1? 32 49 5 :00 396 248 644 25 59 84 383 294 67 7 43 8? 130 364 258 622 63 131 194 356 218 574 111 158 269 6:00 324 229 553 152 235 387 280 217 497 244 288 532 248 163 411 216 304 520 254 171 425 185 250 435 7:00 225 160 385 272 319 591 18? 135 322 310 288 598 180 129 309 322 30 7 629 153 111 264 248 111 . 525 8:00 168 122 290 255 278 53 3 160 106 266 2 2 3 249 472 145 103 248 19? 223 420 141 81 222 202 198 400 9; 00 139 104 24 3 165 221 386 136 79 215 171 187 358 144 72 216 204 213 417 126 91 21? 187 23? 424 10:00 133 64 19? 191 208 399 142 58 200 176 211 387 106 54 160 210 183 393 77 31 108 185 221 406 11:00 56 44 100 211 188 399 64 32 96 205 199 404 7 3 30 103 204 203 40? 62 43 105 STREET: LOCATION: • ^4 iiUUk VULUMEb NEWPORT TRAFFIC S 1 U 0 I E S NEWPORT BEACH, CA LA COSTA AVE 1-5 TO SAXONY RD 2 of 8 DATE: 08-02-89 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 EAS T BOUND WES T BOUND T 0 "1 A L 156 74 230 70 5 7 127 • 51 24 75 21 25 46 42 43 85 148 309 457 723 985 1,708 1,089 1,164 2,253 923 1, 027 1.950 742 819 1, 561 764 839 1,603 805 811 1,616 815 862 1,677 886 741 1,62? 924 807 1,731 1,110 930 2,040 1, 356 1,06? 2,423 1,499 1,018 2., 51? 1,106 780 1,886 745 535 1,280 614 412 1,026 545 346 891 458 207 665 255 15,847 149 14 ,031 404 29,878 TOTAL VOLUME PLO F NEWPORT TRAFFIC SlUDIES NEWPORT BEACH, CA. 3 of 8 STREET: LA COSTA AVE LOCATION: 1-5 TO SAXONY RD DATE-: 08-02-89 DIRECTIONAL VOLUME 1000 2000 3000 4000 VEHICLES / HOUR 5000 DIRECFIONAL PEAK ANALYSIS NEWPOR"! TRAFFIC STUDIES 4 of 8 STREET: LA COSTA AVE LOCATION: 1-5 TO SAXONY RD DATE: 08-02-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND F 0 F A L HOUR BEGINNING 07:15AM 07:15AM 07:45AM 272 319 - 629 310 288 525 322 307 533 248 277 472 PEAK HOUR TOTAL 1,152 1,191 2 ,159 PEAK HOUR FACTOR 0 . 89 0 .93 0 . 86 PERCENT OF DIRECTION 7.2? 8 . 49 PERCENT OF TOTAL 3.86 3.99 7.23 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND T OTAL HOUR BEGINNING 01 :00PM 11:45AM 01 :00PM 212 203 422 241 226 404 188 231 383 245 208 418 PEAK HOUR TOTAL 886 868 1,627 PEAK HOUR FACTOR 0.90 0 .94 0.96 PERCENT OF DIRECTION 5.59 6.19 PERCENT OF TOTAL 2.9 7 2.91 5 . 45 PM PEAK HOUR ANALYSIS E A S F BOUND WEST BOUND TOTAL HOUR BEGINNING 04:45PM 04:30PM 04:30PM 363 274 62? 396 286 649 383 248 644 364 294 677 PEAK HOUR TOTAL 1,506 1,10 2 2,597 PEAK HOUR FACTOR 0.95 0.94 0.96 PERCENT OF DIRECTION 9.50 7.85 PERCENT OF TOTAL 5.04 3 . 69 8 .69 DIRECTIONAL SPLIT 53.04 46 . 96 N t W P U k I I K A (- F 1 L S I U U [ t S 15 MINUTE COUNTS 5 of 8 STREET:LA COS T A AVE LOCATION: 1-5 TO SAXONY RD DAI IE 08-03-89 AM PM EAST WEST TOTAL TIME EAST WEST T 0 "1 A L BOUND BOUND BOUND BOUND 40 29 69 12:00 213 201 414 40 27 6? 193 201 394 31 22 53 201 196 397 23 14 37 224 184 408 25 13 3 8 1:00 197 195 39 2 15 5 20 222 204 426 18 10 28 236 183 419 12 7 19 218 180 398 8 9 17 2 : 00 241 187 428 10 5 15 236 218 454 7 7 14 23 4 215 449 9 5 14 280 210 490 7 6 13 3 : 00 230 233 4 63 4 6 10 281 240 521 6 2 8 292 323 615 4 5 9 315 256 571 2 5 7 4 : 00 308 261 569 6 .15 21 340 246 586 5 21 26 352 259 611 12 18 30 350 212 562 20 26 46 5:00 376 32 7 70 3 23 53 76 400 202 602 41 6? 108 350 283 633 66 100 166 331 224 555 89 156 245 6 : 00 3 23 217 540 139 205 344 326 217 543 246 282 528 2 75 206 481 231 306 53? 262 176-438 18? 326 513 7:00 223 160 383 230 315 545 205 154 359 283 313 596 202 143 3 45 338 313 651 199 119 318 282 276 558 8:00 183 114 29 7 286 293 579 189 91 280 205 273 478 159 100 259 239 253 492 136 88 224 202 195 39? 9:00 143 98 241 186 227 413 158 76 234 218 228 446 136 72 208 184 211 395 152 54 206 188 212 400 10:00 151 78 22 9 194 188 382 139 76 215 188 232 420 126 49 1 7 5 188 212 400 100 65 165 172 204 376 11:00 90 57 14 7 182 219 401 78 33 111 191 188 379 67 41 i U 8 194 216 410 • 62 33 9 J STREET: LOCATION: z4 liUUK V ULU Mto N E W P 0 R "I" "TRAFFIC S "I U 0 I E S NEWPORT BEACH, CA LA COSTA AVE 1-5 TO SAXONY RD 6 of 8 DATE: 08-03-89 TIME EAS T BOUND WEST BOUND " TOTAL 12:00 EAS T BOUND WEST BOUND " TOTAL 12:00 134 92 226 1 : 00 134 92 226 1 : 00 70 35 105 2:00 70 35 105 2:00 34 26 60 3:00 34 26 60 3:00 21 19 . 40 4:00 21 19 . 40 4:00 25 59 84 . 5:00 25 59 84 . 5:00 150 246 396 6 :00 150 246 396 6 :00 705 949 1,654 7:00 705 949 1,654 7:00 1,038 1,267 2,305 8 : 00 1,038 1,267 2,305 8 : 00 1,012 1,095 2,107 9:00 1,012 1,095 2,107 9:00 790 861 1,651 10:00 790 861 1,651 10:00 758 844 1,602 11:00 758 844 1,602 11:00 739 827 1,566 12 : 00 739 827 1,566 12 : 00 831 782 1,613 1:00 831 782 1,613 1:00 873 762 1,635 2:00 873 762 1,635 2:00 991 . 830 1,821 3:00 991 . 830 1,821 3:00 1,118 1,052 2,170 4:00 1,118 1,052 2,170 4:00 1, 350 978 2,328 5:00 1, 350 978 2,328 5:00 1,45? 1,036 2 ,493 6 : 00 1,45? 1,036 2 ,493 6 : 00 - 1,186 816 2,002 7:00 - 1,186 816 2,002 7:00 829 576 1,405 8:00 829 576 1,405 8:00 66? 393 1,060 9:00 66? 393 1,060 9:00 589 300 889 10:00 589 300 889 10:00 516 268 784 11:00 516 268 784 11:00 297 16,180 164 14,277 461 30,457 12:00 297 16,180 164 14,277 461 30,457 297 16,180 164 14,277 461 30,457 AM PM 12 : 00 1: 00 2: 00 3: 00 4 : 00 5: 00 6: 00 7: 00 8: 00 9: 00 10: 00 11: 00 'l2: 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 P L U I" NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 7 of 8 STREET: LA COSTA AVE LOCATION: 1-5 TO SAXONY RD DATE: 08-03-89 DIRECTIONAL VOLUME 226 105 60 40 84 396 1,654 461 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYS l;j NEWPORT TRAFFIC STUDIES STREET: LA COSTA AVE LOCATION: 1-5 TO SAXONY RD DATE: 08-03-89 8 of 8 AM PEAK HOUR ANALYSIS EASTBOUND WES T-B OUND TOTAL . HOUR BEGINNING 07 : 30AM 07 : OOAM 08 : OOAM 283 326 558 338 315 579 282 313 478 286 313 492 PEAK HOUR TOTAL 1,189 1,267 2,107 PEAK HOUR FACTOR 0.88 0.9? 0.91 PERCENT OF DIRECT ION 7.35 8 .8? PERCENT OF TOTAL 3.90 4.16 6.92 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 12:45PM 11:00AM 01:00PM 224 204 392 197 219 426 222 188 419 236 216 398 PEAK HOUR TOTAL 879 827 1,635 PEAK HOUR FACTOR 0 .93 0.94 0.96 PERCENT OF DIRECTION 5.43 5.79 PERCENT OF TOTAL 2 . 89 2 .72 5.37 PM PEAK HOUR ANALYSIS EASTBOUND WEST BOUND TOTAL HOUR BEGINNING 04:30PM 03 : 30PM 04:45PM 352 323 562 350 256 703 376 261 602 400 246 633 • PEAK HOUR TOTAL 1,478 1,086 2 ,500 PEAK HOUR FACTOR 0.92 0.84 0-.89 PERCENT OF DIRECT ION 9.13 7.61 PERCENT OF TOTAL 4.85 3.57 8.21 DIRECTIONAL SPLIT 53.12 46.88 .jhkA associates CITY OF CARLSBAD SUMMER 1989 LINK COUNT SUMMARY Link Number: 14 Link Location: Elm Ave. between Concord St. & Tamarack 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 B3-123 STREET:ELM AVE L0CATI0N:C0NC0RD N E W P 0 R I" FRAFFIC STUDIES 15 MINUTE COUNTS •TAMARACK DATE 08-01-89 1 of 8 AM PM EAST BOUND 10 5 b 5 5 8 3 3 2 1 0 2 0 2 0 0 0 0 2 1 3 2 0 1 4 5 6 5 7 9 13 7 13 18 19 15 20 14 12 26 18 28 29 20 24 30 30 36 WEST BOUND 2 2 3 0 0 1 1 0 1 2 0 1 1 0 1 0 0 2 3 1 9 13 14 16 26 39 30 55 61 64 66 64 39 43 36 41 34 36 34 38 40 42 35 38 33 46 42 51 TOTAL 12 7 8 5 5 9 4 3 3 3 0 3 1 2 1 0 0 2 5 2 12 15 14 17 30 44 36 60 68 73 79 71 52 61 55 56 54 50 46 64 58 ?0 64 58 5? 76 72 8? FI M E 12 : 00 1:00 2:00 3:00 4:00 5 : 00 6:00 7:00 8:00 9:00 10:00 11:00 - EAST BOUND 43 34 34 38 36 31 24 39 35 38 24 33 52 41 54 38 53 56 52 52 65 85 79 61 74 65 60 53 52 37 38 31 38 31 40 78 38 47 26 41 26 14 20 13 15 • 11 14 7 WEST BOUND 33 33 26 48 32 27 28 41 2 7 3? 35 30 40 32 27 34 34 27 33 44 36 44 35 31 49 54 35 35 39 37 3? 2? 28 19 29 20 32 14 14 6 10 5 9 12 2 2 6 4 OFAL 76 67 60 86 68 58 5 2 80 6 2 75 59 63 92 73 81 72 8 7 8 3 85 96 101 129 114 92 12 3 119 95 88 91 74 7 5 58 66 50 6 9 98 70 61 4 0 47 36 19 2 9 25 1 7 1 3 2 0 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET : LOCATION : ELM AVE CONCORD TAMARACK DATE: 08-01-89 AM PM TIME EAST BOUND WEST BOUND T 0 T A L 12:00 EAST BOUND WEST BOUND T 0 T A L 12:00 2 5 7 32 1:00 2 5 7 32 1:00 19 2 21 2 : 00 19 2 21 2 : 00 5 4 9 3:00 5 4 9 3:00 2 3 2 6 4 9 4 : 00 2 3 2 6 4 9 5 : 00 2 3 2 6 4 9 5 : 00 6 52 58 6:00 6 52 58 6:00 20 15 0 170 7 : 00 20 15 0 170 7 : 00 3 6 255 291 8 : 00 3 6 255 291 8 : 00 65 159 22 4 9 : 00 65 159 22 4 9 : 00 72 142 214 10:00 72 142 214 10:00 95 .155 250 11:00 95 .155 250 11:00 120 172 292 12:00 120 172 292 12:00 149 140 289 1: 00 149 140 289 1: 00 130 128 258 2:00 130 128 258 2:00 130 129 259 3:00 130 129 259 3:00 185 ^133 318 4:00 185 ^133 318 4:00 213 138 351 5:00 213 138 351 5:00 290 146 436 6:00 290 146 436 6:00 252 173 425 7:00 252 173 425 7:00 158 140 298 8:00 158 140 298 8:00 18? 96 283 9:00 18? 96 283 9:00 152 66 218 10:00 152 66 218 10:00 73 36 10 9 11:00 73 36 10 9 11:00 47 14 61 12:00 47 14 61 12:00 2,434 1 2,445 1 4,879 1 1 1 1 2,434 1 2,445 1 4,879 1 1 1 1 3 of 8 12:00 4:00 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 TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: ELM AVE LOCATION: CONCORD -TAMARACK ll ll 32 21 9 4 9 58 D A "F E : 0 8-01-89 DIRECTIONAL VOLUME 436 425 100 200 300 400 VEHICLES / HOUR 500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 4 of 8 STREET: ELM AVE LOCATION: CONCORD -TAMARACK DATE: 08-01-89 AM PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 09:45AM 26 18 28 29 PEAK HOUR TOTAL 101 PERCENT OF DIRECTION 4.15 PERCENT OF TOTAL 2.07 WESTBOUND 07:OOAM 61 64 66 64 255 10.43 5 .23 NOON PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 12:00PM 43 34 34 38 PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL 149 6.12 3.05 WESTBOUND 11: OOAM 33 46 42 . 51 172 7.03 3.53 PM PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 05 :i5PM 85 79 61 74 PEAK HOUR TOTAL 299 PERCENT OF DIRECTION 12.28 PERCENT OF TOTAL 2.07 WESTBOUND 06 : OOPM 49 54 3 5 35 173 7.08 5.23 •f OFAL 07 : OOAM 68 7 3 79 71 291 5 .96 TOTAL 11:15AM 7 6 72 87 76 311 6.37 TOTAL 05:15PM 129 114 92 123 458 5.96 lECTIONAL SPLI" 49 . 89 50 .11 NEWPOR i r TRAFFIC SFUDIES 5 of 8 15 MINUTE COUNTS STREET: ELM AVE LOCATION :CONCORD -TAMARACK . DATE 08-02-89 AM PM EAST WEST TOTAL TIME EAST WES T "•(• 0 "I" A L BOUND BOUND BOUND BOUND 7 4 11 12:00 35 48 83 10 1 11 31 30 61 1 0 1 45 37 8 2 7 2 9 29 36 6 5 6 1 7 1: 00 38 37 7 5 3 0 3 31 25 56 2 0 2 31 3 4 65 7 4 11 37 26 63 2 2 4 2:00 21 2? 48 0 2 2 29 29 -58 5 1 6 26 29 55 1 0 1 27 26 53 2 0 2 3:00 25 31 -56 2 0 2 30 25 55 0 3 3 30 35 65 0 3 3 42 27 6 9 0 1 1 4 : 00 38 34 7 2 0 1 1 57 25 82 1 2 3 63 35 98 2 1 3 58 47 105 1 12 13 5:00 53 25 78 0 15 15 70 37 107 1 12 13 90 43 133 2 16 18 83 36 119 0 26 2 6 6:00 45 36 81 2 37 39 54 36 90 8 42 50 67 54 121 4 42 46 48 44 92 4 46 50 7:00 58 25 8 3 5 29 34 50 43 93 13 29 42 63 20 8 3 6 61 67 35 32 67 13 47 60 8 ; 00 43 32 7 5 9 45 54 47 31 78 22 41 63 4? 25 72 8 50 58 51 15 b b 12 3? 49 9:00 52 35 8 / 16 32 48 31 30 61 37 46 83 30 21 51 21 53 74 31 18 49 40 42 82 10:00 26 8 3 4 25 32 57 24 6 30 19 29 48 20 5 2 5 22 40 62 22 8 30 30 36 66 11:00 1"2 6 18 39 31 70 1? 7 2 4 2 4 43 67 9 3 12 27 42 69 8 1 9 2 4 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET : LOCATION ELM AVE CONCORD A M A R A C K DATE: 08-02-89 T I ME EAS T BOUND WEST BOUND 1 0 1 AL 12 : 00 EAS T BOUND WEST BOUND 1 0 1 AL 12 : 00 2 5 7 3 2 1:00 2 5 7 3 2 1:00 18 5 23 2:00 18 5 23 2:00 8 5 13 3:00 8 5 13 3:00 4 6 10 4 : 00 4 6 10 4 : 00 3 5 8 5 : 00 3 5 8 5 : 00 4 55 59 6:00 4 55 59 6:00 14 14 7 161 7:00 14 14 7 161 7:00 28 165 193 8 : 00 28 165 193 8 : 00 52 183 2 35 9 : 00 52 183 2 35 9 : 00 86 168 254 10:00 86 168 254 10:00 106 143 249 11:00 106 143 249 11:00 120 152 2 7 "2 12:00 120 152 2 7 "2 12:00 140 ' 151 291 1:00 140 ' 151 291 1:00 13? 122 259 2:00 13? 122 259 2:00 103 111 214 3:00 103 111 214 3:00 12 7 118 245 4 : 00 12 7 118 245 4 : 00 216 141 35? 5:00 216 141 35? 5:00 296 141 43? 6:00 296 141 43? 6:00 214 170 384 7:00 214 170 384 7:00 206 120 326 8:00 206 120 326 8:00 188 103 291 9:00 188 103 291 9:00 144 104 248 10:00 144 104 248 10:00 92 2 7 119 11:00 92 2 7 119 11:00 46 17 6 3 12:00 46 17 6 3 12:00 2,377 1 2,366 1 1 4,743 2,377 1 2,366 1 1 4,743 AM PM STREET : LOCATION TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. ELM AVE CONCORD -TAMARACK 7 of 8 D A "( E : 0 8-02-89 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 j 32 23 13 10 59 63 43? 100 200 300 400 VEHICLES / HOUR 500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: ELM AVE LOCATION: CONCORD TAMARACK DATE: 08-02-8 9 AM PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 09 : 30AM 3? 21 40 25 PEAK HOUR TOTAL 123 PERCENT OF DIRECTION 5.17 PERCENT OF TOTAL 2.59 WESTBOUND 07:45AM 61 47 45 41 194 8 .20 4 . 09 NOON PEAK HOUR ANALYSIS HOUR BEGINNING PEAK HOUR TOTAL PERCENT OF DIRECTION PERCENT OF TOTAL EASTBOUND 12:15PM 31 45 29 38 143 6 .02 3.01 WESTBOUND 11:15AM 31 43 4 2 48 164 6 .93 3 . 46 PM PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 05:00PM 53 70 90 83 PEAK HOUR TOTAL 296 PERCENT OF DIRECTION 12.45 PERCENT OF TOTAL 2.59 WESTBOUND 06 : OOPM 36 36 54 44 170 7.19 4.09 T OFAL 09:30AM 83- 74 8 2 57 296 6.24 TOTAL 11:45AM 69 83 61 82 295 6 . 22 \ OFAL 05:15PM 107 133 119 81 440 6.24 # ECTIONAL SPLIT 50.12 49.88 -J hk & associates CITY OF CARLSBAD SUMMER 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 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 B3-132 NEWPORT FRAFFIC STUDIES 15 MINUTE COUNTS STREET :RANCHO STA FE AVE L0CATI0N:MELROSE/QUESTHAVEN 1 of 8 DATE 08-02-89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH T OTAL BOUND BOUND BOUND BOUND T OTAL 1? 1? 3 4 12:00 141 15? 298 11 12 23 137 161 298 14 14 28 136 154 290 10 10 20 131 173 304 11 11 22 1:00 13 4 166 300 5 5 10 138 159 297 6 7 13 .143 162 305 5 5 10 132 156 288 2 3 5 2 : 00 135 171 306 4 3 7 144 162 306 4 5 9 122 149 271 4 4 8 137 158 295 4 3 7 3:00 148 176 32 4 6 5 11 168 199 367 7 8 15 181 235 416 4 3 7 179 208 387 6 6 12 4:00 195 215 410 6 5 11 200 219 419 7 7 14 177 189 366 13 13 26 174 185 359 14 , 14 28 5:00 199 216 415 24 26 50 208 214 422 37 3 8 75 190 2 01 391 50 51 101 173 183 356 8? 89 176 6:00 162 166 328 104 107 211 137 14? 284 160 165 325 140 149 289 148 160 308 124 12? 251 173 188 361 7 :00 114 117 231 191 204 395 101 104 205 199 219 418 90 92 182 196 220 416 82 83 165 191 204 395 8:00 73 74 . 147 178 197 , 375 80 82 162 176 203 379 78 79 15? 160 197 357 80 83 163 76 92 168 9:00 70 73 143 129 151 280 6? 68 135 129 164 293 54 5? 111 135 162 297 61 62 123 12 4 150 274 10:00 58 60 118 110 134 244 56 60 116 118 145 263 44 44 88 119 171 290 35 36 71 122 142 264 11:00 24 25 49 128 166 294 23 22 45 134 163 297 1? 18 3b 133 147 280 16 16 32 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 2 of 8 STREET : LOCATION: RANCHO STA FE AVE MELROSE/QUESTHAVEN DATE: 08-02-89 TIME NORTH BOUND SOUTH BOUND T OTAL 12 :00 NORTH BOUND SOUTH BOUND T OTAL 12 :00 52 53 105 1:00 2:00 52 53 105 1:00 2:00 27 28 55 1:00 2:00 14 15 29 3:00 14 15 29 3:00 21 19 40 4:00 21 19 40 4:00 32 31 63 5:00 32 31 63 5:00 125 129 254 6:00 125 129 254 6:00 499 521 1,020 7:00 499 521 1,020 7:00 759 831 1, 590 8:00 759 831 1, 590 8:00 705 801 1,506 9:00 705 801 1,506 9:00 469 569 1,038 10:00 469 569 1,038 10:00 471 600 1,071 11:00 471 600 1,071 11:00 517 618 1,135 12:00 517 618 1,135 12:00 545 645 1,190 1:00 545 645 1,190 1:00 54? 643 1,190 2:00 54? 643 1,190 2:00 538 640 1,178 - 3:00 538 640 1,178 - 3:00 676 818 1, 494 4:00 676 818 1, 494 4:00 746 808 1,554 5:00 746 808 1,554 5:00 770 814 1,584 6:00 770 814 1,584 6:00 563 589 1,152 7:00 563 589 1,152 7:00 387 396 783 8:00 387 396 783 8:00 311 318 629 9:00 311 318 629 9:00 252 260 512 10:00 252 260 512 10:00 193 200 393 11:00 193 200 393 11:00 80 81 161 ^ 12:00 80 81 161 ^ 12:00 9 , 299 1 10 , 42.7 | 19,726 _i 1 1 1 9 , 299 1 10 , 42.7 | 19,726 _i 1 1 1 AM PM TOFAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: RANCHO STA FE AVE LOCATION: MELROSE/QUESTHAVEN 3 of 8 DATE: 08-02-89 DIRECFIONAL VOLUME 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 1:00 2:00 3:00 4 : 00 5 : 00 6 : 00 7:00 8 : 00 9:00 10:00 11:00 "l2:00 105 55 i| 29 l| 6 3 254 1,020 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 4 of 8 STREET: RANCHO STA FE AVE LOCATION: MELROSE/QUESTHAVEN DATE: 08-02-89 AM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 07:15AM 07:15AM 07:15AM 191 204 395 199 219 418 196 220 416 191 204 395 PEAK HOUR TOTAL ??? 84? 1,624 PERCENT OF DIRECTION 8.36 8.12 PERCENT OF TOTAL 3.94 4.29 8.2 3 NOON PEAK HOUR ANALYSIS NORTHBOUND S 0 U F H B 0 U N D TOTAL HOUR BEGINNING 11:45AM 12:45PM 12:45PM # 133 173 304 141 166 300 137 159 297 136 162 305 PEAK HOUR TOTAL 547 660 1,206 PERCENT OF DIRECTION 5.88 6 .33 1,206 PERCENT OF TOTAL 2.77 3.35 6.11 PM PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 04:45PM 03 : 30PM 03: 30PM 174 235 416 199 208 387 208 215 410 190 219 419 PEAK HOUR TOTAL 771 877 1,632 PERCENT OF DIRECTION 8.29 8 . 41 PERCENT OF TOTAL 3. 94 4 ,29 8.23 ^^CTIONAL SPLIT 47.14 52.86 NEWPORT FRAFFIC STUDIES 15 MINUTE COUNTS STREET:RANCHO STA FE AVE LOCATION:MELROSE/QUESTHAVEN 5 of 8 DATE 08-03-89 AM PM NORTH SOUTH TOTAL TIME NORTH SOUTH TOTAL BOUND BOUND BOUND BOUND 17 13 30 12:00 12? 171 298 14 1? 31 146 160 306 15 1? 32 135 164 299 7 8 15 143 156 299 8 9 1? 1:00 147 173 320 5 6 11 141 165 306 4 4 8 135 162 29 7 4 5 9 140 180 320 7 7 14 2 : 00 134 16? 301 2 3 5 137 170 307 2 3 5 136 173 309 4 3 7 142 180 322 2 2 4 3 : 00 165 201 366 3 3 6 161 185 346 7 8 15 190 2 31 421 3 11 14 195 221 416 2 3 5 4 : 00 189 217 406 5 4 9 192 202 394 8 6 14 191 198 389 13 14 27 176 186 362 12 11 23 5:00 212 222 , 434 27 27 54 218 228 446 39 38 77 203 212 415 56 56 112 190 201 391 71 84 155 6:00 158 163 321 105 112 217 142 14? 289 155 163 318 132 140 272 158 168 326 119 124 243 178 183 361 7:00 10? 108 215 193 204 397 96 100 196 228 244 472 9? 105 202 226 236 462 83 85 168 195 206 401 8:00 88 91 179 179 184 363 86 89 175 159 180 339 78 83 161 160 177 337 78 81 159 151 159 310 9:00 79 85 164 152 161 313 78 80 158 149 178 32? 61 60 121 135 169 304 64 6? 131 140 15? 29? 10:00 51 51 102 113 141 254 44 45 89 134 172 306 46 48 94 140 180 320 34 35 6 9 131 141 272 11:00 32 3 2 64 137 157 294 36 26 62 130 186 316 16 16 32 132 176 308 20 20 40 24 HOUR VOLUMES NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 6 of 8 STREET : LOCATION: RANCHO STA FE AVE MELROSE/QUESTHAVEN DATE: 08-03-89 TIME NORTH BOUND SOU FH BOUND T OTAL 12:00 NORTH BOUND SOU FH BOUND T OTAL 12:00 5 3 55 108 1:00 5 3 55 108 1:00 21 24 45 2:00 21 24 45 2:00 15 16 31 3:00 15 16 31 3:00 15 24 39 4 : 00 15 24 39 4 : 00 28 27 55 5 : 00 28 27 55 5 : 00 134 132 266 6 :00 134 132 266 6 :00 489 527 1,016 7 : 00 489 527 1,016 7 : 00 825 867 1,692 8:00 825 867 1,692 8:00 693 747 1,440 9:00 693 747 1,440 9:00 58? 667 1,254 10:00 58? 667 1,254 10:00 52? 650 1,17? 11:00 52? 650 1,17? 11:00 530 660 1,190 12 :00 530 660 1,190 12 :00 551 651 1,202 1:00 551 651 1,202 1:00 563 680 1, 243 2:00 563 680 1, 243 2:00 549 690 1,239 3:00 549 690 1,239 3:00 711 838 1,549 4:00 711 838 1,549 4:00 748 803 1,551 5:00 748 803 1,551 5:00 823 86 3 1,686 6:00 823 86 3 1,686 6:00 551 574 •1,125 7:00 . 551 574 •1,125 7:00 . 383 398 781 8:00 383 398 781 8:00 330 344 674 9:00 330 344 674 9:00 282 292 574 10:00 282 292 574 10:00 175 179 354 11:00 175 179 354 11:00 104 94 198 12:00 104 94 198 12:00 9,68? 1 10,802 1 20,489 _i _ i_ 1 1 9,68? 1 10,802 1 20,489 _i _ i_ 1 1 AM PM TOTAL VOLUME PLOT NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 7 of 8 STREET: RANCHO STA FE AVE LOCATION: MELROSE/QUESTHAVEN DATE: 08-03-89 DIRECTIONAL VOLUME 500 1000 1500 2000 VEHICLES / HOUR 2500 DIRECTIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA 8 of 8 STREET: RANCHO STA FE AVE LOCATION: MELROSE/QUESTHAVEN DATE: 08-03-89 AM PEAK HOUR ANALYSIS NORFHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 07:15AM 07:15AM 07:15AM 193 204 39? 228 244 472 226 236 462 195 206 401 PEAK HOUR TOTAL 842 890 1,732 PERCENT OF DIRECTION 8.69 8 .24 PERCENT OF TOTAL 4.11 4 .34 8.45 NOON PEAK HOUR ANALYSIS NORTHBOUND SOUTHBOUND TOTAL HOUR BEGINNING 12:15PM 11 :30AM 01:00PM • 146 186 320 135 176 306 143 171 29? 147 160 320 PEAK HOUR TOTAL 571 693 1,243 PERCENT OF DIRECTION 5.89 6.42 PERCENT OF TOTAL 2.79 3 . 38 6.07 PM PEAK HOUR ANALYSIS NORTHBOUND SOU"F HBOUND F OFAL HOUR BEGINNING 05:00PM 03 : 30PM 05 : OOPM 212 231 434 218 221 446 203 21? 415 190 202 391 PEAK HOUR TOTAL 823 871 1,686 PERCENT OF DIRECTION 8.50 8.06 PERCENT OF TOTAL 4.11 4.34 8.45 jJfcfCTIONAL SPLIT 47.28 52.72 jhk 8c associates CITY OF CARLSBAD SUMMER 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 B3-141 INtWFUKI iKfli-l-iL blUuLt-t> 15 MINUTE COUNTS 1 of 8 STREE F : JEFFERSON LOCAT ION:MARRON -1-5 DATE 08 -02-89 AM PM EAS T WEST TOTAL T I M E EAS T WEST T 0 T A L BOUND BOUND BOUND BOUND 5 6 11 12:00 76 91 16? 3 4 7 74 95 169 2 3 5 78 101 179 6 6 12 64 83 14 7 4 1 5 1: 00 78 102 180 1 4 5 71 110 181 3 1 4 62 8 3 145 0 2 2 56 102 158 0 3 3 2:00 73 90 163 1 3 4 62 83 145 2 1 3 56 8? 14 3 0 4 4 70 77 147 2 2 4 3:00 56 95 151 1 2 3 86 92 178 1 3 4 62 116 178 2 2 4 80 96 176 1 1 2 4:00 90 89 179 1 3 4 87 80 16 7 6 4 10 128 101 229 1 1 2 176 94 270 6 2 8 5 :00 132 79 211 4 3 7 88 84 172 6 15 21 6 3 70 133 15 18 33 56 66 122 13 2? 40 6:00 45 68 113 66 53 119 60 50 110 142 85 22? 48 57 105 96 98 194 39 56 95 49 53 102 ?':00 38 53 91 20 61 81 41 48 8 9 23 94 11? 3 3 . 50 83 28 7? 105 42 42 84 2? 70 9? 8:00 31 50 81 19 72 91 < 18 55 73 42 58 100 19 45 64 33 44 77 19 32 51 41 51 92 9 : 00 1? 4 2 59 56 52 108 14 32 46 77 52 129 18 24 4 2 79 62 141 14 26 40 54 53 107 10:00 5 20 25 50 64 114 13 16 • 29 79 78 - 15? 5 14 19 81 76 157 5 7 12 82 72 154 11:00 9 1? 26 55 94 149 6 15 21 95 85 180 2 6 8 77 78 155 5 5 10 Z 4 h U U K V U L U ll t S NEWPORT FRAFFIC STUDIES NEWPORF BEACH, CA 2 of 8 STREET: LOCATION : JEFFERSON MARRON - 1-5 DATE: 08-02-89 TIME EAST BOUND 1 WEST BOUND I F 0 T A L 12:00 EAST BOUND 1 WEST BOUND I F 0 T A L 12:00 16 19 , 35 1:00 16 19 , 35 1:00 8 8 16 2:00 8 8 16 2:00 3 11 14 3: 00 3 11 14 3: 00 6 9 15 4:00 6 9 15 4:00 9 9 18 5:00 9 9 18 5:00 31 38 69 6: 00 31 38 69 6: 00 31? 263 580 7:00 31? 263 580 7:00 120 285 405 8:00 120 285 405 8:00 121 244 365 9:00 121 244 365 9:00 253 217 470 10:00 253 217 470 10:00 264 271 535 11:00 264 271 535 11:00 309 329 638 12:00 309 329 638 12:00 292 370 662 1:00 292 370 662 1:00 267 39? 664 2:00 267 39? 664 2:00 261 33? 598 3:00 261 33? 598 3:00 284 399 683 4:00 284 399 683 4:00 481 364 845 5 : 00 481 364 845 5 : 00 339 299 638 6:00 339 299 638 6:00 192 231 423 7:00 192 231 423 7:00 154 193 347 8:00 154 193 347 8:00 87 182 269 9:00 87 182 269 9:00 63 124 187 10:00 63 124 187 10:00 28 57 85 11:00 28 57 85 11:00 22 43 65 12:00 22 43 65 12:00 3,92? 1 4,699 1 8,626 3,92? 1 4,699 1 8,626 AM PM TOTAL VOLUME PLO T NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. 3 of 8 STREET: JEFFERSON LOCATION: MARRON - 1-5 DATE: 08-02-89 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 , 35 ;| 16 i| 14 i| 15 )• 18 69 845 200 400 600 800 VEHICLES / HOUR 1000 D I R E C I" t 0 N A L PEAK ANALYSIS NEWPORT TRAFFIC STUDIES 4 of STREET: JEFFERSON LOCATION: MARRON - 1-5 DATE: 08-02-89 AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND T 0 T A L HOUR BEGINNING 06:15AM 0?:30AM 10 : OOAM 66 94 107 142 77 114 96 70 157 49 72 15? PEAK HOUR TOTAL 353 313 535 PEAK HOUR FACTOR 0.62 0.83 0.85 PERCENT OF DIRECTION 8.99 6.66 PERCENT OF TOTAL 4 . 09 3.63 6.20 NOON PEAK HOUR ANALYSIS EASTBOUND WESTBOUND TOTAL HOUR BEGINNING 11:30AM 01:OOPM 01 : OOPM 95 102 180 77 110 181 76 83 145 74 102 158 PEAK HOUR TOTAL 32 2 39? 664 PEAK HOUR FACTOR 0.85 0.90 0 .92 PERCENT OF DIRECTION 8.20 8.45 PERCENT OF TOTAL 3 . 73 4 .60 7.70 PM PEAK HOUR ANALYSIS EAS T BOUND WESTBOUND TOTAL HOUR BEGINNING 04 : 30PM 03:00PM 04 : 30PM 128 95 229 176 92 270 132 116 211 88 96 172 PEAK HOUR TOTAL 524 3 99 882 PEAK HOUR FACTOR 0.74 0.86 0.82 PERCENT OF DIRECTION 13.34 8.49 PERCENT OF TOTAL 6.07 4.63 10.22 DIRECTIONAL SPLIT 45.53 54.47 N t W H U K 1 I K A h h 11 b" I 0 U 1 t S 15 MINUTE COUNTS 5 of 8 S "T R E E "T : J E F F E R S 0 N LOCATION: iMARRON -1-5 AM EAS T WEST 1 0 T A L BOUND BOUND 4 7 11 2 6 8 2 0 2 4 2 6 0 3 3 0 . 3 3 2 0 2 1 1 2 1 1 2 1 1 2 4 1 5 0 5 5 1 . 1 2 0 1 1 2 2 4 1 2 3 1 0 1 4 1 5 3 5 8 2 5 7 6 6 12 5 10 15 11 8 19 7 23 30 10 34 44 12 38 50 23 45 68 18 44 62 20 41 61 23 76 99 21 111 132 41 70 111 22 80 102 26 52 78 3 4 62 96 28 47 75 4 2 32 74 53 57 110 . 60 50 110 58 66 124 56 56 112 66 78 144 68 74 142 64 81 145 68 66 134 54 100 154 90 78 168 93 69 162 DATE 08-03-89 PM IME 12:00 1:00 2:00 3 : 00 4:00 5:00 6 :00 7:00 8 : 00 9 : 00 10:00 11: 00 EAST W E S T "T 0 " T A L BOUND BOUND 68 90 158 72 97 169 74 96 170 71 74 14 5 56 117 173 72 100 172 63 97 160 69 86 155 76 90 166 63 82 145 65 84 149 67 88 155 68 97 165 97 86 183 83 94 177 101 9? 198 98 60 158 11? 92 209 125 103 2 2 8 183 70 253 149 86 235 102 80 182 73 70 143 6 3 6? 130 54 76 130 59 /6 135 54 48' 102 50 61 111 35 59 . 94 40 44 84 30 61 91 41 46 87 25 3 9 6 4 26 37 63 27 51 78 20 42 62 14 44 58 18 34 52 19 2 4 43 9 20 29 • 5 30 35 3 23 26 11 9 20 4 18 • 2 2 7 10 17 5 4 9 2 11 13 6 13 19 £ 4 ri u u K •J u L U h c o NEWPORT •( R A F" F I C S "I U D I £ S NEWPORT BEACH, CA 6 of 8 STREET: LOCATION JEFFERSON MARRON - 1-5 DATE: 08-03-89 TIME EAST BOUND WEST BOUND I" 0 T A L 12:00 EAST BOUND WEST BOUND I" 0 T A L 12:00 12 15 2? 1 : 00 12 15 2? 1 : 00 3 7 10 2:00 3 7 10 2:00 6 8 14 3:00 6 8 14 3:00 4 6 10 4 : 00 4 6 10 4 : 00 10 11 21 5:00 10 11 21 5:00 29 47 76 6:00 29 47 76 6:00 63 161 224 7:00 63 161 224 7:00 105 298 403 8:00 105 298 403 8:00 110 241 351 9:00 110 241 351 9:00 213 205 418 10:00 213 205 418 10:00 254 289 5 43 11:00 254 289 5 43 11:00 305 313 618 12 : 00 305 313 618 12 : 00 285 357 642 1:00 285 357 642 1:00 260 400 660 2:00 260 400 660 2:00 271 344 615 3:00 271 344 615 3:00 349 3 74 723 4:00 349 3 74 723 4:00 523 325 848 5:00 523 325 848 5:00 387 303 690 6:00 387 303 690 6:00 217 261 478 7:00 217 261 478 7:00 146 210 356 8:00 146 210 356 8:00 98 169 267 9:00 98 169 267 9:00 60 122 182 10:00 60 122 182 10:00 23 80 - 103 11:00 23 80 - 103 11:00 20 3,753 38 4,584 58 8,33? 12:00 20 3,753 38 4,584 58 8,33? 20 3,753 38 4,584 58 8,33? AM PM •f 0 T A L VOLUME P L 0 I " NEWPORT TRAFFIC STUDIES NEWPORT BEACH, CA. STREET: JEFFERSON LOCATION: MARRON - 1-5 7 of 8 DATE: 08-03-89 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 27 10 14 10 21 76 84 8 182 103 58 200 400 600 800 VEHICLES / HOUR 1000 DIRECFIONAL PEAK ANALYSIS NEWPORT TRAFFIC STUDIES STREET: JEFFERSON LOCATION: MARRON - 1-5 ^ 8 of DATE: 08-03-89 HOUR BEGINNING AM PEAK HOUR ANALYSIS EASTBOUND WESTBOUND 10:00AM 07:15AM 56 76 66 111 68 70 64 80 PEAK HOUR TOTAL PEAK HOUR FACTOR PERCENT OF DIRECTION PERCENT OF TOTAL 2 5 4 3 3 7 0.93 0.76 6.77 7.35 3.05 4.04 NOON PEAK HOUR ANALYSIS HOUR BEGINNING EASTBOUND 11:30AM 90 93 68 72 WESTBOUND 01:00PM 117 100 97 86 PEAK HOUR TOTAL 323 PEAK HOUR FACTOR 0.87 PERCENT OF DIRECTION 8.61 PERCENT OF TOTAL 3.8? EASTBOUND 400 0.85 8.73 4.80 PM PEAK HOUR ANALYSIS WESTBOUND TOTAL HOUR BEGINNING PEAK HOUR TOTAL PEAK HOUR FACTOR PERCENT OF DIREC PERCENT OF TOTAL f 0 I" A L 10:OOAM 112 144 142 145 543 0.94 6 .51 T OTAL 01: OOPM 173 172 160 155 660 0.95 7.92 04:15PM 03 : OOPM 04:15PM 11? 97 209 125 86 228 183 94 253 149 97 235 574 374 925 0.78 0.96 0.91 15.29 8.16 6.88 4 . 49 11.10 45.02 54 . 98 DIRECTIONAL SPLIT J hk (is associates B4. 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 B2. B4-1 ihk ik associates Table B4-1 ADDITIONAL INTERSECTION CAPACITY ANALYSIS INDEX SUMMER 1989 Count Number Count Intersection/Location Page Number El Camino Real and Faraday Avenue B4-3 El Camino Real and Palomar Airport Road B4-5 El Camino Real and Alga Road B4-8 El Camino Real and La Costa Avenue B4-10 11 Rancho Sante Fe and Melrose B4-13 20 Carlsbad Boulevard and State Street B4-15 B4-2 -J hk & associate.-, CITY OF CARLSBAD SUMMER 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 B4-3 ICU HEAVY DEMAND PROCEDURE £L CAMINO REAL at FARADAY Lane Confiquration for Intersection Capacity Utilization Paqe 1 of 1 Pk. Hr, Ti«e Period: So. Approach (NB) No, Approach !SB) Hest Appr, (EB) East Appr, (HB) 04:15 P« to —- 05:15 PH Left Thru Riqht Left Thru Riqht Left Thru Riqht Left Thru Riqht Lane Inside 11 1 l i Confiq- (left) 2 1 11 i urations 3 1 1 1 i i 4 11 1 Outside 5 1 11 Lane Settinqs 2 2 I 2 30 2 1 11 2 0 Capacity 3240 4000 IBOO 3240 6000 0 3240 2000 1800 1800 4000 0 Do you want separate North/South phases (Yes/No)? No Do you want separate East/Hest phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluae 139 1125 40 49 545 30 323 32 555 172 3 72 Adjusted Hourly Volune 139 1125 40 49 575 0 323 32 555 172 75 0 Utilization Factor 0.04 0.28 0.02 0.02 0,10 0.00 0.10 0.02 0.31 0.10 0.02 0.00 Critical Factors 0.28 0.02 0.31 0.10 ICU Ratio = 0.80 LOS = D Turninq Hoveients at Intersection of EL CAHINO REAL and FARADAY North Approach EL CAHINO REAL Tiae; 04:15 PH to 05:15 PH Date; 08/02/89 Day: HEDNESDAY Naae; DL Sub- Total totals 1082 172 910 323 — • 32 -> 555 — • 30 I I <-• Subtotals -> 1272 Total -> 624 545 V 2144 49 I •-> North <-, ^ I I 139 1125 1304 2576 - South Approach 1520 I-y i 40 <- Total <- Subtotals <- /- Sub- totals Total 72 3 172 247 121 FARADAY 368 Note; Left-turn voiuaes include U-turns. -J hk & associates CITY OF CARLSBAD SUMMER 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 B4-5 ICU HEAVY DEMAND PROCEDURE EL CAHINO REAL at PALOHAR AIRPORT RD, Lane Confiquration for Intersection Capacity Utilization Paqe 1 of 2 Pk. Hr. Tiae Period; So. Approach (NB) No. Approach (SB) Hest Appr. (EB) East Appr. (HB) 07:30 AM to 08:30 AM left Thru Riqht Left Thru Riqht Left Thru Riqht Left Thru Riqht Lane Inside 11 1 1 l Confiq- (left) 2 1 1 1 i urations 3 1 1 1 l 4 1111 Outside 5 Lane Settinqs 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/Hest phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluae 75 695 173 169 656 226 232 335 93 596 724 404 Adjusted Hourly Voluae 75 695 173 169 656 226 232 335 93 596 724 404 Utilization Factor 0.04 0.17 0.10 0.09 0.16 0.13 0.13 0.08 0.05 0.33 0.18 0.22 Critical Factors 0.17 0.09 0.08 0.33 ICU Ratio = 0.78 LQS = C Turninq Hoveaents at Intersection of EL CAHINO REAL and PALOHAR AIRPORT RD. Tiae; 07:30 AH to 08:30 AH North Approach EL CAMINO REAL Date: 08/02/89 Day; HEDNESDAY 2382 <- Total Naae; LN 1051 1331 (- Subtotals Sub- 226 656 169 Total totals 111 " Sub- H —- <-,' V •-> 1 totals Total E e 1025 < 1 1 a s " '— 404 s t 1685 1 " <— 724 1724 t 232 —' 1 /— 596 A 660 335 -> 1 1 2401 A p 93 —' North V p p 1 > 677 p r V 1 r <-, " I-y PALOHAR AIRPORT RO. V 111 75 695 173 Subtotals -> 1345 943 Total -> 2288 Note; Left-turn voiuaes include South Approach U-turns, ICU HEAVY DEMAND PROCEDURE EL CAHINO REAL at PALOHAR AIRPORT RD. Lane Confiquration for Intersection Capacity Utilization Paqe 2 of 2 Pk, Hr. Tiae Period; So. Approach (NB) No. Approach (SB) Hest Appr. (EB) East Appr. (HB) 04;30 PH to - — 05:30 PM Left Thru Riqht Left Thru Riqht Left Thru Riqht Left Thru Riqht Lane Inside 11 1 1 l Confiq- (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1111 Outside 5 Lane Settinqs 12 112 112 112 1 Capacity 1800 4000 1800 1800 4000 1800 1800 4000 1800 IBOO 4000 1800 Do you want separate North/South phases (Yes/No)? No Do you want separate East/Hest phases (Yes/No)? No Efficiency Lost Factor 0,10 Hourly Voluae 51 848 617 343 711 147 375 964 115 326 315 121 Adjusted Hourly Voluae 51 848 617 343 711 147 375 964 115 326 315 121 Utilization Factor 0,03 0.21 0.34 0.19 0.18 0.08 0.21 0.24 0.06 0.18 0,08 0,07 Critical Factors 0,34 0.19 0.24 0.18 ICU Ratio = 1.06 LOS = F Turninq Hoveaents at Intersection of EL CAHINO REAL and PALOHAR AIRPORT RD. Tiae; 04:30 PH to 05:30 PH North Approach EL CAHINO REAL Date: 08/02/89 Day; HEDNESDAY 2545 <- Total Naae; LN 1201 1344 <- Subtotals Sub- 147 711 343 Total totals 111 " Sub- « <-• V '-> 1 totals Total E e 513 < ; ; a s " •— 121 s t 1967 ; - <— 315 762 t 375 —• 1 /— 326 A 1454 964 -> 1 I 2686 A p 115 —• North V p p 1 > 1924 p r V I r 1 <-, " I-y PALOHAR AIRPORT RD. V 111 51 848 617 Subtotals -) 1152 1516 Total -> 2668 Note; Left-turn voiuaes include South Approach U-turns. -J hk & associates CITY OF CARLSBAD SUMMER 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 B4-8 ICU HEAVY DEMAND PROCEDURE EL CAHINO REAL at ALGA Lane Confiquration for Intersection Capacity Utilization Paqe 1 of 1 Pk. Hr, Tiae Period: So, Approach (NB) No. Approach (SB) Hest Appr. (EB) East Appr. (HB) 04:30 PH to -"- - 05:30 PH Left Thru Riqht Left Thru Riqht Left Thru Riqht Left Thru Riqht Lane Inside 11-1 1 i Confiq- (left) 2 1 1 111 urations 3 1 1111 1 4 1 Outside 5 1 Lane Settinqs 131120120111 Capacity 1800 6000 1800 1800 4000 0 1800 4000 0 2300 1500 1800 Do you want separate North/South phases (Yes/No)? No Do you want separate East/Hest phases (Yes/No)? Yes Efficiency Lost Factor 0.10 Hourly Voluae 14 611 499 316 1078 55 32 7 19 302 14 132 Adjusted Hourly Voluae 14 611 499 316 1133 0 32 26 0 302 14 132 Utilization Factor 0.01 0.10 0.28 0.18 0.28 0.00 0.02 0.01 0.00 0.13 0.01 0.07 Critical Factors 0.28 0.18 0.02 0.13 ICU Ratio = 0.70 LOS = C Turninq Hoveaents at Intersection of EL CAHINO REAL and ALGA Tiae; 04:30 PH to 05:30 PH North Approach EL CAHINO REAL Date; 08/02/89 Day; HEDNESDAY 2224 <- Total Naae: LN 1449 775 <- Subtotals Sub- 55 1078 316 Total totals 111 " Sub- H <-• V •-> 1 totals Total E e 83 < : 1 a s " '— 132 s t 1^1 1 " <— 14 448 t 32 —' 1 /— 302 A 58 7 "> ; 1 1270 A p 19 —• North V p p 1 > 822 p r VI - r 1 <-, " I-y ALGA Vlll 14 611 499 Subtotals -> 1399 1124 Total -> 2523 Note; Left-turn voiuaes include South Approach U-turns. -J hk & associates CITY OF CARLSBAD SUMMER 1989 Intersection Number: 9 Intersection Location: EI 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 B4-10 ICU HEAVY DEMAND PROCEDURE EL CAHINO REAL at LA COSTA Lane Confiquration for Intersection Capacity Utilization Paqe 1 of 2 Pk. Hr. Tiae Period; So. Approach (NB) No. Approach (SB) Hest Appr. (EB) East Appr. (HB) 07:30 AH to 08:30 AH Left Thru Riqht l!eft Thru Riqht Left Thru Riqht Left Thru Right Lane inside 11 1 • i i Confiq- (left) 2 1 11 i urations 3 11 i i i 4 1 1 1 Outside 5 11 11 1 Lane Settinqs 230230221120 Capacity 3240 6000 0 3240 6000 0 3240 4000 1800 1800 4000 0 Oo you want separate North/South phases (Yes/No)? No Do you want separate East/Hest phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluae 329 501 19 69 436 485 746 404 218 55 625 163 Adjusted Hourly Voluae 329 520 0 69 921 0 746 404 218 55 788 0 Utilization Factor 0.10 0.09 0.00 0.02 0.15 0.00 0.23 0.10 0.12 0.03 0.20 0.00 Critical Factors 0.10 0.15 0.23 0,20 ICU Ratio = 0.78 LOS = C Turninq Hoveaents at Intersection of EL CAMINO REAL and LA COSTA Tiae; 07:30 AH to 08:30 AH North Approach EL CAHINO REAL Date: 08/02/89 Day; HEDNESDAY 2400 <- Total Naae; EF 990 1410 <- Subtotals Sub- 485 436 69 Total totals 111 " Sub- H <-• V •-> 1 " totals Total E e < ; 1 3 s , " . '— 163 s t 2807 1 " <— 625 843 t 746 —• 1 /— 55 A 1368 404 "> 1 1 1335 A p 218 —' North V p p 1 > 492 p r V 1 r 1 (-, " I-y LA COSTA U 111 ' III 329 501 19 Subtotals -> 709 849 Total -> 1558 Note: Left-turn voiuaes include South Approach U-turns. ICU HEAVY DEMAND PROCEDURE EL CAHINO REAL at LA COSTA Lane Confiquration for Intersection Capacity Utilization Paqe 2 of 2 Pk. Hr. Tiae PerioiJ; So, Approach (NB) No, Approach (SB) Hest Appr, (EB) East Appr. (HB) 04:30 PH to - —- 05;30 PH Left Thru Riqht Left Thru Riqht Left Thru Riqht Left Thru Riqht Lane Inside 11 1 1 l Confiq- (left) 2 1 1 1 l urations 3 1 1 111 4 1 1 1 Outside 5 11 11 1 Lane Settinqs 230230221120 Capacity 3240 6000 0 3240 6000 0 3240 4000 1800 1800 4000 0 Do you want separate North/South phases (Yes/Noj? No Do you want separate East/Hest phases (Yes/No)? No Efficiency Lost Factor 0.10 Hourly Voluae 439 645 98 267 649 593 696 726 465 87 435 107 Adjusted Hourly Voluae 439 743 0 267 1242 0 696 726 465 87 542 0 Utilization Factor 0.14 0.12 0.00 0.08 0.21 0.00 0.21 0.18 0.26 0.05 0.14 0.00 Critical Factors 0.14 0.21 0.21 0.14 ICU Ratio = 0.79 LOS = C Turninq Hoveaents at Intersection of EL CAMINO REAL and LA COSTA Tiae: 04:30 PH to 05:30 PM North Approach EL CAHINO REAL Date: 08/02/89 Day: HEDNESDAY 2957 <- Totai Naae; EF 1509 1448 <- Subtotals Sub- 593 649 267 Total totais 111 * Sub- H —- <-• V '-> 1 ^ totals Totai E <—-- 1 • 1 - a e 1467 < ; • ; - s " '—107 s t 3354 1 " <— 435 629 t 696 —• 1 /— 87 A 1887 726 ~> 1 1 1720 A p 465 —• North V p p 1 > 1091 p r V T r 1 <-, " I-y LA COSTA Vlll 439 645 98 Subtotals -> 1201 1182 Total -> 2383 Note: Left-turn voiuaes include South Approach U-turns. ihk & associates CITY OF CARLSBAD SUMMER 1989 Intersection Number: 11 Intersection Location: Rancho Sante Fe and Melrose CONTENT PAGE A.M. Peak Hour ICU Heavy Demand Procedure 1 of 1 B4-13 ICU HEAVY DEMAND PROCEDURE RANCHO SANTA FE at HELROSE Lane Confiquration for Intersection Capacity Utilization Paqe 1 of 1 Pk. Hr. Tiae Period: So. Approach (NB) No. Approach (SB) Hest Appr, (EB) East Appr, (HB) 07:15 AH to 08:15 AH Left Thru Riqht Left Thru Riqht Left Thru Riqht Left Thru Riqht Lane Inside 11 11 Confiq- (left) 2 1 11 urations 3 1 4 ' Outside 5 Lane Settinqs 1 2 0 Oil 1 0 1 0 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 Oo you want separate East/Hest phases (Yes/No)? Yes Efficiency Lost Factor 0,10 Houriy Voluae 84 845 0 0 978 108 208 0 98 0 0 0 Adjusted Hourly Voluae 84 845 0 0 978 108 208 0 98 0 0 0 Utilization Factor 0,05 0,21 0.00 0.00 0.49 0.06 0.12 0.00 0.05 0.00 0.00 0.00 Criticai Factors 0.05 , 0.49 0.12 ICU Ratio = 0.75 LOS = C Turninq Hoveaents at Intersection of RANCHO SANTA FE and HELROSE North Approach RANCHO SANTA FE Tiae; 07:15 AH to 08:15 AH Date; 08/03/89 Day; THURSDAY Naae; JL Sub- Totai totals 498 192 306 208 — • 0 -> 98 —• 108 (' <-• Subtotals -> 1076 Total -> 2139 1086 978 I I V North <-, I t 84 845 929 2005 South Approach 1053 I-y <- Totai <- Subtotals <— /— Sub- totals Totai 0 HELROSE Note: Left-turn voiuaes include U-turns. -J ihk & associates CITY OF CARLSBAD SUMMER 1989 Intersection Number: 20 Intersection Location: Carlsbad Boulevard and State Street CONTENT PAGE P.M. Peak Hour ICU Heavy Demand Procedure 1 of 1 B4-15 ICU HEAVY DEMAND PROCEDURE CARLSBAD at STATE Lane Confiquration for Intersection Capacity Utilization Paqe 1 of 1 Pk. Hr. Tise Period; So. Approach (NB) No. Approach (SB) Hest Appr. (EB) East Appr, (Hfl) 04:00 PH to — — 05:00 PH Left Thru Riqht Left Thru Riqht Left Thru Right Left Thru Riqht Lane Inside 111 1 Config- (left) 2 1 urations 3 4 Outside 5 Lane Settinqs 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/Hest phases (Yes/No)? Yes Efficiency Lost Factor 0.10 Hourly Voluae 0 542 0 295 509 0 0 0 0 0 0 320 Adjusted Hourly Voluae 0 542 0 295 509 0 0 0 0 0 0 320 Utilization Factor 0.00 0.27 0.00 0.16 0.25 0.00 0.00 0.00 0.00 0,00 0.00 OilB Criticai Factors 0.27 0.16 0.00 0.18 ICU Ratio = 0.71 LOS = C , Turninq Hoveaents at Intersection of CARLSBAD and STATE Tiae; 04:00 PH to 05:00 PH North Approach CARLSBAD Oate: 07/25/89 Oay; TUESDAY 1666 <- Totai Naae: RGT 804 862 <- Subtotals Sub- 0 509 295 Total totals 111 " Sub- H —- <-• V •-> 1 " totals Total E e 0 < 1 1 - - a s ' '— 320 s t o 1 " <— 0 320 t 0 —• 1 /— 0 A 0 0 -> 1 1 615 A p 0 —• North V p p 1 > 295 p r V I r I <-, ^' I-y STATE Vlll 0 542 0 Subtotals -> 509 542 Total -> 1051 Note: Left-turn voiuaes include South Approach U-turns. -J hk life associates Table B4-2 CITY OF CARLSBAD SUMMER 1989 SUMMARY ADDITIONAL INTERSECTION ANALYSIS Count Count Number Intersection/Location A.M. P.M. ICU ICU ICU HEAVY ICU HEAVY V/C DEMAND V/C DEMAND El Camino Real and Feiraday Ave. * .93(E) .80(D) El Camino Real and • Palomar Airport Rd. .91(E) .78(C) 1.24(F) 1.06(F) El Camino Real and Alga Rd. * .81(D) .70(C) El Camino Real La Costa Ave. .91(E) .78(C) .92(E) .79(C) 11 Rancho Santa Fe and Melrose .87(D) .75(C) * 20 Carlsbad Boulevard and State St. .83(D) .71(C) Notes: * Heavy Demand ICU and HCM was not warranted for this period. ** HCM was not completed for this period. B4-17