Yorba Linda City Council
June 18, 2024

4.1-125
File Name : 20_YLA_Yorb_La P AM
Site Code : 05124172
Start Date : 2/29/2024
Page No : 2
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: La Palma Avenue
Weather: Clear
Yorba Linda Boulevard
La Palma Avenue
La Palma Avenue
Yorba Linda Boulevard
Right
79 Thru
1088
Left
309
Out In Total
1393 1476 2869
Right
485
Thru
263
Left
200
Out Total In
655 948 1603
Left
426
Thru
859
Right
221
Out In Total
1576 1506 3082
Left
49 Thru
125
Right
288
Total Out In
768 462 1230
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-126
File Name : 20_YLA_Yorb_La P AM
Site Code : 05124172
Start Date : 2/29/2024
Page No : 3
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: La Palma Avenue
Weather: Clear
Yorba Linda Boulevard
Southbound
La Palma Avenue
Westbound
Yorba Linda Boulevard
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 07:45 AM 07:30 AM
+0 mins. 80 295 14 389 42 86 93 221 66 214 57 337 10 25 88 123 +15 mins. 53 275 21 349 52 64 128 244 130 222 51 403 13 34 78 125 +30 mins. 81 257 17 355 60 80 153 293 135 234 66 435 9 34 59 102 +45 mins. 95 261 27 383 44 64 127 235 95 189 47 331 12 30 82 124 Total Volume 309 1088 79 1476 198 294 501 993 426 859 221 1506 44 123 307 474 % App. Total 20.9 73.7 5.4 19.9 29.6 50.5 28.3 57 14.7 9.3 25.9 64.8 PHF .813 .922 .731 .949 .825 .855 .819 .847 .789 .918 .837 .866 .846 .904 .872 .948 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-127
File Name : 20_YLA_Yorb_La P PM
Site Code : 05124172
Start Date : 2/29/2024
Page No : 1
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: La Palma Avenue
Weather: Clear
Groups Printed- Total Volume
Yorba Linda Boulevard
Southbound
La Palma Avenue
Westbound
Yorba Linda Boulevard
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 167 264 9 1 440 97 37 109 43 243 86 174 103 57 363 16 188 135 51 339 152 1385 1537 04:15 PM 159 237 12 2 408 69 39 58 28 166 72 242 150 59 464 13 200 112 52 325 141 1363 1504 04:30 PM 168 293 11 1 472 91 47 70 48 208 91 222 127 54 440 22 180 88 36 290 139 1410 1549 04:45 PM 145 285 9 0 439 87 39 80 51 206 79 212 136 66 427 12 214 131 43 357 160 1429 1589 Total 639 1079 41 4 1759 344 162 317 170 823 328 850 516 236 1694 63 782 466 182 1311 592 5587 6179 05:00 PM 179 337 8 0 524 106 56 85 49 247 83 246 117 60 446 13 155 86 26 254 135 1471 1606 05:15 PM 143 284 5 0 432 105 54 72 50 231 72 242 99 53 413 8 212 148 37 368 140 1444 1584 05:30 PM 167 283 7 0 457 85 36 72 44 193 80 273 107 47 460 14 166 124 41 304 132 1414 1546 05:45 PM 157 258 14 0 429 88 31 79 50 198 84 249 114 74 447 16 158 88 31 262 155 1336 1491 Total 646 1162 34 0 1842 384 177 308 193 869 319 1010 437 234 1766 51 691 446 135 1188 562 5665 6227 06:00 PM 138 173 18 0 329 56 41 56 33 153 48 232 112 60 392 4 93 90 30 187 123 1061 1184 Grand Total 1423 2414 93 4 3930 784 380 681 396 1845 695 2092 1065 530 3852 118 1566 1002 347 2686 1277 12313 13590 Apprch % 36.2 61.4 2.4 42.5 20.6 36.9 18 54.3 27.6 4.4 58.3 37.3 Total % 11.6 19.6 0.8 31.9 6.4 3.1 5.5 15 5.6 17 8.6 31.3 1 12.7 8.1 21.8 9.4 90.6 Yorba Linda Boulevard
Southbound
La Palma Avenue
Westbound
Yorba Linda Boulevard
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 145 285 9 439 87 39 80 206 79 212 136 427 12 214 131 357 1429 05:00 PM 179 337 8 524 106 56 85 247 83 246 117 446 13 155 86 254 1471 05:15 PM 143 284 5 432 105 54 72 231 72 242 99 413 8 212 148 368 1444 05:30 PM 167 283 7 457 85 36 72 193 80 273 107 460 14 166 124 304 1414 Total Volume 634 1189 29 1852 383 185 309 877 314 973 459 1746 47 747 489 1283 5758 % App. Total 34.2 64.2 1.6 43.7 21.1 35.2 18 55.7 26.3 3.7 58.2 38.1 PHF .885 .882 .806 .884 .903 .826 .909 .888 .946 .891 .844 .949 .839 .873 .826 .872 .979 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-128
File Name : 20_YLA_Yorb_La P PM
Site Code : 05124172
Start Date : 2/29/2024
Page No : 2
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: La Palma Avenue
Weather: Clear
Yorba Linda Boulevard
La Palma Avenue
La Palma Avenue
Yorba Linda Boulevard
Right
29 Thru
1189
Left
634
Out In Total
1329 1852 3181
Right
309
Thru
185
Left
383
Out Total In
1840 877 2717
Left
314
Thru
973
Right
459
Out In Total
2061 1746 3807
Left
47 Thru
747
Right
489
Total Out In
528 1283 1811
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-129
File Name : 20_YLA_Yorb_La P PM
Site Code : 05124172
Start Date : 2/29/2024
Page No : 3
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: La Palma Avenue
Weather: Clear
Yorba Linda Boulevard
Southbound
La Palma Avenue
Westbound
Yorba Linda Boulevard
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:15 PM 04:00 PM
+0 mins. 168 293 11 472 91 47 70 208 72 242 150 464 16 188 135 339 +15 mins. 145 285 9 439 87 39 80 206 91 222 127 440 13 200 112 325 +30 mins. 179 337 8 524 106 56 85 247 79 212 136 427 22 180 88 290 +45 mins. 143 284 5 432 105 54 72 231 83 246 117 446 12 214 131 357 Total Volume 635 1199 33 1867 389 196 307 892 325 922 530 1777 63 782 466 1311 % App. Total 34 64.2 1.8 43.6 22 34.4 18.3 51.9 29.8 4.8 59.6 35.5 PHF .887 .889 .750 .891 .917 .875 .903 .903 .893 .937 .883 .957 .716 .914 .863 .918 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-130
Location: Date: 2/29/2024
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Yorba Linda Boulevard La Palma Avenue Yorba Linda Boulevard La Palma Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
2130 6
0112 4
1221 6
1001 2
1101 3
0002 2
0000 0
5 5 6 723
North Leg East Leg South Leg West Leg
Yorba Linda Boulevard La Palma Avenue Yorba Linda Boulevard La Palma Avenue Pedestrians Pedestrians Pedestrians Pedestrians
1000 1
0310 4
0001 1
0102 3
1100 2
0001 1
0200 2
0110 2
0001 1
TOTAL VOLUMES: 2 8 2 517
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
TOTAL VOLUMES:
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Yorba Linda
Yorba Linda Boulevard
La Palma Avenue

PEDESTRIANS
5:15 PM
5:30 PM
5:45 PM
6:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 887 of 1357

4.1-131
Location: Date: 2/29/2024
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 100000000000 1
000000000000 0
000000010000 1
000000020000 2
100000010000 2
000000010000 1
000000000000 0
000000000000 0
200000050000 7
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000020000 2
000000000000 0
000000000000 0
000001010000 2
000000000000 0
000000010000 1
000000000000 0
000010000010 2
000011040010 7
La Palma Avenue
TOTAL VOLUMES:

Yorba Linda Boulevard La Palma Avenue Yorba Linda Boulevard La Palma Avenue Southbound Westbound Northbound Eastbound
Yorba Linda Boulevard La Palma Avenue Yorba Linda Boulevard 8:00 AM
4:45 PM
6:00 PM
8:15 AM
8:30 AM
8:45 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
7:45 AM
Southbound Westbound Northbound
Yorba Linda Boulevard
Yorba Linda

BICYCLES
7:30 AM
7:00 AM
7:15 AM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
La Palma Avenue
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 888 of 1357

4.1-132
File Name : 16_YLA_YLB_Savi AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 1
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: Savi Ranch Parkway
Weather: Clear
Groups Printed- Total Volume
Yorba Linda Boulevard
Southbound
Savi Ranch Parkway
Westbound
Yorba Linda Boulevard
Northbound
Savi Ranch Parkway
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 23 214 16 5 253 34 0 26 15 60 38 143 110 0 291 7 0 49 35 56 55 660 715 07:15 AM 39 307 28 5 374 43 0 22 10 65 39 151 116 0 306 13 0 44 27 57 42 802 844 07:30 AM 42 305 38 11 385 54 0 25 17 79 36 244 121 0 401 13 0 46 29 59 57 924 981 07:45 AM 62 311 43 10 416 51 0 34 20 85 50 284 161 0 495 17 0 45 25 62 55 1058 1113 Total 166 1137 125 31 1428 182 0 107 62 289 163 822 508 0 1493 50 0 184 116 234 209 3444 3653 08:00 AM 57 332 49 18 438 65 0 31 24 96 53 261 169 0 483 33 0 48 24 81 66 1098 1164 08:15 AM 59 260 51 10 370 69 0 54 34 123 36 228 148 0 412 22 0 46 29 68 73 973 1046 08:30 AM 61 289 58 16 408 60 0 40 26 100 52 207 168 0 427 27 0 53 27 80 69 1015 1084 08:45 AM 66 235 49 17 350 69 0 57 46 126 60 200 168 0 428 25 0 50 28 75 91 979 1070 Total 243 1116 207 61 1566 263 0 182 130 445 201 896 653 0 1750 107 0 197 108 304 299 4065 4364 Grand Total 409 2253 332 92 2994 445 0 289 192 734 364 1718 1161 0 3243 157 0 381 224 538 508 7509 8017 Apprch % 13.7 75.3 11.1 60.6 0 39.4 11.2 53 35.8 29.2 0 70.8 Total % 5.4 30 4.4 39.9 5.9 0 3.8 9.8 4.8 22.9 15.5 43.2 2.1 0 5.1 7.2 6.3 93.7 Yorba Linda Boulevard
Southbound
Savi Ranch Parkway
Westbound
Yorba Linda Boulevard
Northbound
Savi Ranch Parkway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 62 311 43 416 51 0 34 85 50 284 161 495 17 0 45 62 1058 08:00 AM 57 332 49 438 65 0 31 96 53 261 169 483 33 0 48 81 1098 08:15 AM 59 260 51 370 69 0 54 123 36 228 148 412 22 0 46 68 973 08:30 AM 61 289 58 408 60 0 40 100 52 207 168 427 27 0 53 80 1015 Total Volume 239 1192 201 1632 245 0 159 404 191 980 646 1817 99 0 192 291 4144 % App. Total 14.6 73 12.3 60.6 0 39.4 10.5 53.9 35.6 34 0 66 PHF .964 .898 .866 .932 .888 .000 .736 .821 .901 .863 .956 .918 .750 .000 .906 .898 .944 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-133
File Name : 16_YLA_YLB_Savi AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 2
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: Savi Ranch Parkway
Weather: Clear
Yorba Linda Boulevard
Savi Ranch Parkway
Savi Ranch Parkway
Yorba Linda Boulevard
Right
201
Thru
1192
Left
239
Out In Total
1238 1632 2870
Right
159
Thru
0 Left
245
Out Total In
885 404 1289
Left
191
Thru
980
Right
646
Out In Total
1629 1817 3446
Left
99 Thru
0 Right
192
Total Out In
392 291 683
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-134
File Name : 16_YLA_YLB_Savi AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 3
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: Savi Ranch Parkway
Weather: Clear
Yorba Linda Boulevard
Southbound
Savi Ranch Parkway
Westbound
Yorba Linda Boulevard
Northbound
Savi Ranch Parkway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 08:00 AM 07:45 AM 08:00 AM
+0 mins. 62 311 43 416 65 0 31 96 50 284 161 495 33 0 48 81 +15 mins. 57 332 49 438 69 0 54 123 53 261 169 483 22 0 46 68 +30 mins. 59 260 51 370 60 0 40 100 36 228 148 412 27 0 53 80 +45 mins. 61 289 58 408 69 0 57 126 52 207 168 427 25 0 50 75 Total Volume 239 1192 201 1632 263 0 182 445 191 980 646 1817 107 0 197 304 % App. Total 14.6 73 12.3 59.1 0 40.9 10.5 53.9 35.6 35.2 0 64.8 PHF .964 .898 .866 .932 .953 .000 .798 .883 .901 .863 .956 .918 .811 .000 .929 .938 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-135
File Name : 16_YLA_YLB_Savi PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 1
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: Savi Ranch Parkway
Weather: Clear
Groups Printed- Total Volume
Yorba Linda Boulevard
Southbound
Savi Ranch Parkway
Westbound
Yorba Linda Boulevard
Northbound
Savi Ranch Parkway
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 65 215 58 8 338 137 0 142 59 279 24 283 145 0 452 45 0 86 54 131 121 1200 1321 04:15 PM 60 242 46 10 348 137 0 123 67 260 29 337 119 0 485 37 0 86 40 123 117 1216 1333 04:30 PM 70 265 56 9 391 117 0 137 56 254 17 290 123 0 430 31 0 87 46 118 111 1193 1304 04:45 PM 72 271 53 8 396 128 0 120 68 248 24 295 135 0 454 39 0 81 38 120 114 1218 1332 Total 267 993 213 35 1473 519 0 522 250 1041 94 1205 522 0 1821 152 0 340 178 492 463 4827 5290 05:00 PM 80 269 48 6 397 119 0 143 79 262 13 304 122 0 439 38 0 93 50 131 135 1229 1364 05:15 PM 75 263 61 11 399 109 0 128 55 237 28 303 145 0 476 39 0 74 46 113 112 1225 1337 05:30 PM 63 267 34 8 364 111 0 122 69 233 17 363 148 0 528 34 0 62 37 96 114 1221 1335 05:45 PM 70 274 59 8 403 126 0 119 69 245 18 306 130 0 454 37 0 63 38 100 115 1202 1317 Total 288 1073 202 33 1563 465 0 512 272 977 76 1276 545 0 1897 148 0 292 171 440 476 4877 5353 06:00 PM 70 236 52 9 358 121 0 132 95 253 25 315 129 8 469 34 1 45 15 80 127 1160 1287 Grand Total 625 2302 467 77 3394 1105 0 1166 617 2271 195 2796 1196 8 4187 334 1 677 364 1012 1066 10864 11930 Apprch % 18.4 67.8 13.8 48.7 0 51.3 4.7 66.8 28.6 33 0.1 66.9 Total % 5.8 21.2 4.3 31.2 10.2 0 10.7 20.9 1.8 25.7 11 38.5 3.1 0 6.2 9.3 8.9 91.1 Yorba Linda Boulevard
Southbound
Savi Ranch Parkway
Westbound
Yorba Linda Boulevard
Northbound
Savi Ranch Parkway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 72 271 53 396 128 0 120 248 24 295 135 454 39 0 81 120 1218 05:00 PM 80 269 48 397 119 0 143 262 13 304 122 439 38 0 93 131 1229 05:15 PM 75 263 61 399 109 0 128 237 28 303 145 476 39 0 74 113 1225 05:30 PM 63 267 34 364 111 0 122 233 17 363 148 528 34 0 62 96 1221 Total Volume 290 1070 196 1556 467 0 513 980 82 1265 550 1897 150 0 310 460 4893 % App. Total 18.6 68.8 12.6 47.7 0 52.3 4.3 66.7 29 32.6 0 67.4 PHF .906 .987 .803 .975 .912 .000 .897 .935 .732 .871 .929 .898 .962 .000 .833 .878 .995 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-136
File Name : 16_YLA_YLB_Savi PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 2
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: Savi Ranch Parkway
Weather: Clear
Yorba Linda Boulevard
Savi Ranch Parkway
Savi Ranch Parkway
Yorba Linda Boulevard
Right
196
Thru
1070
Left
290
Out In Total
1928 1556 3484
Right
513
Thru
0 Left
467
Out Total In
840 980 1820
Left
82 Thru
1265
Right
550
Out In Total
1847 1897 3744
Left
150
Thru
0 Right
310
Total Out In
278 460 738
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-137
File Name : 16_YLA_YLB_Savi PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 3
City of Yorba Linda
N/S: Yorba Linda Boulevard
E/W: Savi Ranch Parkway
Weather: Clear
Yorba Linda Boulevard
Southbound
Savi Ranch Parkway
Westbound
Yorba Linda Boulevard
Northbound
Savi Ranch Parkway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:00 PM 05:15 PM 04:00 PM
+0 mins. 70 265 56 391 137 0 142 279 28 303 145 476 45 0 86 131 +15 mins. 72 271 53 396 137 0 123 260 17 363 148 528 37 0 86 123 +30 mins. 80 269 48 397 117 0 137 254 18 306 130 454 31 0 87 118 +45 mins. 75 263 61 399 128 0 120 248 25 315 129 469 39 0 81 120 Total Volume 297 1068 218 1583 519 0 522 1041 88 1287 552 1927 152 0 340 492 % App. Total 18.8 67.5 13.8 49.9 0 50.1 4.6 66.8 28.6 30.9 0 69.1 PHF .928 .985 .893 .992 .947 .000 .919 .933 .786 .886 .932 .912 .844 .000 .977 .939 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-138
Location: Date: 2/27/2024
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Yorba Linda Boulevard Savi Ranch Parkway Yorba Linda Boulevard Savi Ranch Parkway Pedestrians Pedestrians Pedestrians Pedestrians
0001 1
0100 1
0100 1
0001 1
0000 0
0001 1
0002 2
0000 0
0 2 0 57
North Leg East Leg South Leg West Leg
Yorba Linda Boulevard Savi Ranch Parkway Yorba Linda Boulevard Savi Ranch Parkway Pedestrians Pedestrians Pedestrians Pedestrians
0100 1
0000 0
0000 0
0000 0
0000 0
0000 0
0201 3
0000 0
0000 0
TOTAL VOLUMES: 0 3 0 14
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
TOTAL VOLUMES:
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Yorba Linda
Yorba Linda Boulevard
Savi Ranch Parkway

PEDESTRIANS
5:15 PM
5:30 PM
5:45 PM
6:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 895 of 1357

4.1-139
Location: Date: 2/27/2024
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
030000001000 4
030000001000 4
Savi Ranch Parkway
TOTAL VOLUMES:

Yorba Linda Boulevard Savi Ranch Parkway Yorba Linda Boulevard Savi Ranch Parkway Southbound Westbound Northbound Eastbound
Yorba Linda Boulevard Savi Ranch Parkway Yorba Linda Boulevard 8:00 AM
4:45 PM
6:00 PM
8:15 AM
8:30 AM
8:45 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
7:45 AM
Southbound Westbound Northbound
Yorba Linda Boulevard
Yorba Linda

BICYCLES
7:30 AM
7:00 AM
7:15 AM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
Savi Ranch Parkway
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 896 of 1357

4.1-140
File Name : 17_YLA_YLB_91W AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 1
City of Yorba Linda
N/S: Yorba Linda Blvd/Weir Canyon Rd
E/W: SR-91 Westbound Ramps
Weather: Clear
Groups Printed- Total Volume
Yorba Linda Boulevard
Southbound
SR-91 Westbound Ramps
Westbound
Weir Canyon Road
Northbound
SR-91 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 196 94 0 290 56 0 113 57 169 0 178 133 0 311 0 0 0 0 0 57 770 827 07:15 AM 0 294 96 0 390 66 0 104 56 170 0 222 117 0 339 0 0 0 0 0 56 899 955 07:30 AM 0 297 102 0 399 71 0 113 37 184 0 287 143 0 430 0 0 0 0 0 37 1013 1050 07:45 AM 0 307 85 0 392 89 0 161 53 250 0 338 174 0 512 0 0 0 0 0 53 1154 1207 Total 0 1094 377 0 1471 282 0 491 203 773 0 1025 567 0 1592 0 0 0 0 0 203 3836 4039 08:00 AM 0 339 82 0 421 80 0 138 50 218 0 330 132 0 462 0 0 0 0 0 50 1101 1151 08:15 AM 0 301 91 0 392 85 0 129 44 214 0 296 89 0 385 0 0 0 0 0 44 991 1035 08:30 AM 0 312 91 0 403 88 0 146 58 234 0 278 79 0 357 0 0 0 0 0 58 994 1052 08:45 AM 0 283 76 0 359 101 0 135 45 236 0 305 102 0 407 0 0 0 0 0 45 1002 1047 Total 0 1235 340 0 1575 354 0 548 197 902 0 1209 402 0 1611 0 0 0 0 0 197 4088 4285 Grand Total 0 2329 717 0 3046 636 0 1039 400 1675 0 2234 969 0 3203 0 0 0 0 0 400 7924 8324 Apprch % 0 76.5 23.5 38 0 62 0 69.7 30.3 0 0 0
Total % 0 29.4 9 38.4 8 0 13.1 21.1 0 28.2 12.2 40.4 0 0 0 0 4.8 95.2 Yorba Linda Boulevard
Southbound
SR-91 Westbound Ramps
Westbound
Weir Canyon Road
Northbound
SR-91 Westbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 297 102 399 71 0 113 184 0 287 143 430 0 0 0 0 1013 07:45 AM 0 307 85 392 89 0 161 250 0 338 174 512 0 0 0 0 1154 08:00 AM 0 339 82 421 80 0 138 218 0 330 132 462 0 0 0 0 1101 08:15 AM 0 301 91 392 85 0 129 214 0 296 89 385 0 0 0 0 991 Total Volume 0 1244 360 1604 325 0 541 866 0 1251 538 1789 0 0 0 0 4259 % App. Total 0 77.6 22.4 37.5 0 62.5 0 69.9 30.1 0 0 0
PHF .000 .917 .882 .952 .913 .000 .840 .866 .000 .925 .773 .874 .000 .000 .000 .000 .923 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-141
File Name : 17_YLA_YLB_91W AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 2
City of Yorba Linda
N/S: Yorba Linda Blvd/Weir Canyon Rd
E/W: SR-91 Westbound Ramps
Weather: Clear
Yorba Linda Boulevard
SR-91 Westbound On Ramp
SR-91 Westbound Ramps
Weir Canyon Road
Right
360
Thru
1244
Left
0 Out In Total
1792 1604 3396
Right
541
Thru
0 Left
325
Out Total In
538 866 1404
Left
0 Thru
1251
Right
538
Out In Total
1569 1789 3358
Left
0 Thru
0 Right
0 Total Out In
360 0 360
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-142
File Name : 17_YLA_YLB_91W AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 3
City of Yorba Linda
N/S: Yorba Linda Blvd/Weir Canyon Rd
E/W: SR-91 Westbound Ramps
Weather: Clear
Yorba Linda Boulevard
Southbound
SR-91 Westbound Ramps
Westbound
Weir Canyon Road
Northbound
SR-91 Westbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:30 AM 07:00 AM
+0 mins. 0 307 85 392 89 0 161 250 0 287 143 430 0 0 0 0 +15 mins. 0 339 82 421 80 0 138 218 0 338 174 512 0 0 0 0 +30 mins. 0 301 91 392 85 0 129 214 0 330 132 462 0 0 0 0 +45 mins. 0 312 91 403 88 0 146 234 0 296 89 385 0 0 0 0 Total Volume 0 1259 349 1608 342 0 574 916 0 1251 538 1789 0 0 0 0 % App. Total 0 78.3 21.7 37.3 0 62.7 0 69.9 30.1 0 0 0
PHF .000 .928 .959 .955 .961 .000 .891 .916 .000 .925 .773 .874 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-143
File Name : 17_YLA_YLB_91W PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 1
City of Yorba Linda
N/S: Yorba Linda Blvd/Weir Canyon Rd
E/W: SR-91 Westbound Ramps
Weather: Clear
Groups Printed- Total Volume
Yorba Linda Boulevard
Southbound
SR-91 Westbound Ramps
Westbound
Weir Canyon Road
Northbound
SR-91 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 287 152 0 439 105 0 156 40 261 0 335 133 0 468 0 0 0 0 0 40 1168 1208 04:15 PM 0 299 165 0 464 88 0 152 41 240 0 310 112 0 422 0 0 0 0 0 41 1126 1167 04:30 PM 0 324 151 0 475 126 0 175 61 301 0 262 94 0 356 0 0 0 0 0 61 1132 1193 04:45 PM 0 336 136 0 472 131 0 181 41 312 0 276 87 0 363 0 0 0 0 0 41 1147 1188 Total 0 1246 604 0 1850 450 0 664 183 1114 0 1183 426 0 1609 0 0 0 0 0 183 4573 4756 05:00 PM 0 329 151 0 480 124 0 162 50 286 0 292 130 0 422 0 0 0 0 0 50 1188 1238 05:15 PM 0 327 120 0 447 137 0 190 49 327 0 301 109 0 410 0 0 0 0 0 49 1184 1233 05:30 PM 0 315 126 0 441 148 0 191 49 339 0 311 98 0 409 0 0 0 0 0 49 1189 1238 05:45 PM 0 335 118 0 453 130 0 196 50 326 0 284 83 0 367 0 0 0 0 0 50 1146 1196 Total 0 1306 515 0 1821 539 0 739 198 1278 0 1188 420 0 1608 0 0 0 0 0 198 4707 4905 06:00 PM 0 297 124 0 421 118 0 176 42 294 0 315 74 0 389 0 0 0 0 0 42 1104 1146 Grand Total 0 2849 1243 0 4092 1107 0 1579 423 2686 0 2686 920 0 3606 0 0 0 0 0 423 10384 10807 Apprch % 0 69.6 30.4 41.2 0 58.8 0 74.5 25.5 0 0 0
Total % 0 27.4 12 39.4 10.7 0 15.2 25.9 0 25.9 8.9 34.7 0 0 0 0 3.9 96.1 Yorba Linda Boulevard
Southbound
SR-91 Westbound Ramps
Westbound
Weir Canyon Road
Northbound
SR-91 Westbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 336 136 472 131 0 181 312 0 276 87 363 0 0 0 0 1147 05:00 PM 0 329 151 480 124 0 162 286 0 292 130 422 0 0 0 0 1188 05:15 PM 0 327 120 447 137 0 190 327 0 301 109 410 0 0 0 0 1184 05:30 PM 0 315 126 441 148 0 191 339 0 311 98 409 0 0 0 0 1189 Total Volume 0 1307 533 1840 540 0 724 1264 0 1180 424 1604 0 0 0 0 4708 % App. Total 0 71 29 42.7 0 57.3 0 73.6 26.4 0 0 0
PHF .000 .972 .882 .958 .912 .000 .948 .932 .000 .949 .815 .950 .000 .000 .000 .000 .990 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-144
File Name : 17_YLA_YLB_91W PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 2
City of Yorba Linda
N/S: Yorba Linda Blvd/Weir Canyon Rd
E/W: SR-91 Westbound Ramps
Weather: Clear
Yorba Linda Boulevard
SR-91 Westbound On Ramp
SR-91 Westbound Ramps
Weir Canyon Road
Right
533
Thru
1307
Left
0 Out In Total
1904 1840 3744
Right
724
Thru
0 Left
540
Out Total In
424 1264 1688
Left
0 Thru
1180
Right
424
Out In Total
1847 1604 3451
Left
0 Thru
0 Right
0 Total Out In
533 0 533
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-145
File Name : 17_YLA_YLB_91W PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 3
City of Yorba Linda
N/S: Yorba Linda Blvd/Weir Canyon Rd
E/W: SR-91 Westbound Ramps
Weather: Clear
Yorba Linda Boulevard
Southbound
SR-91 Westbound Ramps
Westbound
Weir Canyon Road
Northbound
SR-91 Westbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 05:15 PM 04:00 PM 04:00 PM
+0 mins. 0 299 165 464 137 0 190 327 0 335 133 468 0 0 0 0 +15 mins. 0 324 151 475 148 0 191 339 0 310 112 422 0 0 0 0 +30 mins. 0 336 136 472 130 0 196 326 0 262 94 356 0 0 0 0 +45 mins. 0 329 151 480 118 0 176 294 0 276 87 363 0 0 0 0 Total Volume 0 1288 603 1891 533 0 753 1286 0 1183 426 1609 0 0 0 0 % App. Total 0 68.1 31.9 41.4 0 58.6 0 73.5 26.5 0 0 0
PHF .000 .958 .914 .985 .900 .000 .960 .948 .000 .883 .801 .860 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-146
Location: Date: 2/27/2024
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Yorba Linda Boulevard SR‐91 WB Ramps Weir Canyon Road SR‐91 WB Ramps Pedestrians Pedestrians Pedestrians Pedestrians
0001 1
0000 0
0000 0
0000 0
0000 0
0000 0
0002 2
0001 1
0 0 0 44
North Leg East Leg South Leg West Leg
Yorba Linda Boulevard SR‐91 WB Ramps Weir Canyon Road SR‐91 WB Ramps Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0101 2
0000 0
0000 0
TOTAL VOLUMES: 0101 2
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
TOTAL VOLUMES:
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Yorba Linda
Yorba Linda Blvd/Weir Cyn Rd
SR‐91 WB Ramps

PEDESTRIANS
5:15 PM
5:30 PM
5:45 PM
6:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 903 of 1357

4.1-147
Location: Date: 2/27/2024
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
012000000000 3
012000000000 3
SR‐91 WB Ramps
TOTAL VOLUMES:

Yorba Linda Boulevard SR‐91 WB Ramps Weir Canyon Road SR‐91 WB Ramps Southbound Westbound Northbound Eastbound
Yorba Linda Boulevard SR‐91 WB Ramps Weir Canyon Road
8:00 AM
4:45 PM
6:00 PM
8:15 AM
8:30 AM
8:45 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
7:45 AM
Southbound Westbound Northbound
Yorba Linda Blvd/Weir Cyn Rd
Yorba Linda

BICYCLES
7:30 AM
7:00 AM
7:15 AM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
SR‐91 WB Ramps
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 904 of 1357

4.1-148
File Name : 18_YLA_Weir_91E AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 1
City of Yorba Linda
N/S: Weir Canyon Road
E/W: SR-91 Eastbound Ramps
Weather: Clear
Groups Printed- Total Volume
Weir Canyon Road
Southbound
SR-91 Eastbound On Ramp
Westbound
Weir Canyon Road
Northbound
SR-91 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 106 152 0 258 0 0 0 0 0 0 195 150 0 345 108 0 106 53 214 53 817 870 07:15 AM 0 146 208 0 354 0 0 0 0 0 0 217 152 0 369 116 0 121 65 237 65 960 1025 07:30 AM 0 180 201 0 381 0 0 0 0 0 0 289 188 0 477 144 0 112 42 256 42 1114 1156 07:45 AM 0 220 198 0 418 0 0 0 0 0 0 368 150 0 518 166 0 141 69 307 69 1243 1312 Total 0 652 759 0 1411 0 0 0 0 0 0 1069 640 0 1709 534 0 480 229 1014 229 4134 4363 08:00 AM 0 230 197 0 427 0 0 0 0 0 0 305 141 0 446 154 0 145 45 299 45 1172 1217 08:15 AM 0 208 184 0 392 0 0 0 0 0 0 248 121 0 369 121 0 167 53 288 53 1049 1102 08:30 AM 0 223 176 0 399 0 0 0 0 0 0 213 116 0 329 146 0 184 55 330 55 1058 1113 08:45 AM 0 234 156 0 390 0 0 0 0 0 0 270 94 0 364 136 0 166 49 302 49 1056 1105 Total 0 895 713 0 1608 0 0 0 0 0 0 1036 472 0 1508 557 0 662 202 1219 202 4335 4537 Grand Total 0 1547 1472 0 3019 0 0 0 0 0 0 2105 1112 0 3217 1091 0 1142 431 2233 431 8469 8900 Apprch % 0 51.2 48.8 0 0 0 0 65.4 34.6 48.9 0 51.1
Total % 0 18.3 17.4 35.6 0 0 0 0 0 24.9 13.1 38 12.9 0 13.5 26.4 4.8 95.2 Weir Canyon Road
Southbound
SR-91 Eastbound On Ramp
Westbound
Weir Canyon Road
Northbound
SR-91 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 180 201 381 0 0 0 0 0 289 188 477 144 0 112 256 1114 07:45 AM 0 220 198 418 0 0 0 0 0 368 150 518 166 0 141 307 1243 08:00 AM 0 230 197 427 0 0 0 0 0 305 141 446 154 0 145 299 1172 08:15 AM 0 208 184 392 0 0 0 0 0 248 121 369 121 0 167 288 1049 Total Volume 0 838 780 1618 0 0 0 0 0 1210 600 1810 585 0 565 1150 4578 % App. Total 0 51.8 48.2 0 0 0 0 66.9 33.1 50.9 0 49.1
PHF .000 .911 .970 .947 .000 .000 .000 .000 .000 .822 .798 .874 .881 .000 .846 .936 .921 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-149
File Name : 18_YLA_Weir_91E AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 2
City of Yorba Linda
N/S: Weir Canyon Road
E/W: SR-91 Eastbound Ramps
Weather: Clear
Weir Canyon Road
SR-91 Eastbound Ramps
SR-91 Eastbound On Ramp
Weir Canyon Road
Right
780
Thru
838
Left
0 Out In Total
1795 1618 3413
Right
0 Thru
0 Left
0 Out Total In
600 0 600
Left
0 Thru
1210
Right
600
Out In Total
1403 1810 3213
Left
585
Thru
0 Right
565
Total Out In
780 1150 1930
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-150
File Name : 18_YLA_Weir_91E AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 3
City of Yorba Linda
N/S: Weir Canyon Road
E/W: SR-91 Eastbound Ramps
Weather: Clear
Weir Canyon Road
Southbound
SR-91 Eastbound On Ramp
Westbound
Weir Canyon Road
Northbound
SR-91 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:00 AM 07:15 AM 07:45 AM
+0 mins. 0 220 198 418 0 0 0 0 0 217 152 369 166 0 141 307 +15 mins. 0 230 197 427 0 0 0 0 0 289 188 477 154 0 145 299 +30 mins. 0 208 184 392 0 0 0 0 0 368 150 518 121 0 167 288 +45 mins. 0 223 176 399 0 0 0 0 0 305 141 446 146 0 184 330 Total Volume 0 881 755 1636 0 0 0 0 0 1179 631 1810 587 0 637 1224 % App. Total 0 53.9 46.1 0 0 0 0 65.1 34.9 48 0 52
PHF .000 .958 .953 .958 .000 .000 .000 .000 .000 .801 .839 .874 .884 .000 .865 .927 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-151
File Name : 18_YLA_Weir_91E PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 1
City of Yorba Linda
N/S: Weir Canyon Road
E/W: SR-91 Eastbound Ramps
Weather: Clear
Groups Printed- Total Volume
Weir Canyon Road
Southbound
SR-91 Eastbound On Ramp
Westbound
Weir Canyon Road
Northbound
SR-91 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 326 60 0 386 0 0 0 0 0 0 344 157 0 501 112 0 168 33 280 33 1167 1200 04:15 PM 0 335 56 0 391 0 0 0 0 0 0 328 161 0 489 87 0 144 39 231 39 1111 1150 04:30 PM 0 360 77 0 437 0 0 0 0 0 0 287 144 0 431 67 0 138 36 205 36 1073 1109 04:45 PM 0 394 83 0 477 0 0 0 0 0 0 304 182 0 486 64 0 162 34 226 34 1189 1223 Total 0 1415 276 0 1691 0 0 0 0 0 0 1263 644 0 1907 330 0 612 142 942 142 4540 4682 05:00 PM 0 383 71 0 454 0 0 0 0 0 0 339 232 0 571 71 0 164 29 235 29 1260 1289 05:15 PM 0 379 75 0 454 0 0 0 0 0 0 327 194 0 521 72 0 127 33 199 33 1174 1207 05:30 PM 0 390 84 0 474 0 0 0 0 0 0 327 210 0 537 69 0 160 24 229 24 1240 1264 05:45 PM 0 394 80 0 474 0 0 0 0 0 0 303 144 0 447 72 0 151 35 223 35 1144 1179 Total 0 1546 310 0 1856 0 0 0 0 0 0 1296 780 0 2076 284 0 602 121 886 121 4818 4939 06:00 PM 0 340 70 0 410 0 0 0 0 0 0 298 107 0 405 80 0 129 19 209 19 1024 1043 Grand Total 0 3301 656 0 3957 0 0 0 0 0 0 2857 1531 0 4388 694 0 1343 282 2037 282 10382 10664 Apprch % 0 83.4 16.6 0 0 0 0 65.1 34.9 34.1 0 65.9
Total % 0 31.8 6.3 38.1 0 0 0 0 0 27.5 14.7 42.3 6.7 0 12.9 19.6 2.6 97.4 Weir Canyon Road
Southbound
SR-91 Eastbound On Ramp
Westbound
Weir Canyon Road
Northbound
SR-91 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 394 83 477 0 0 0 0 0 304 182 486 64 0 162 226 1189 05:00 PM 0 383 71 454 0 0 0 0 0 339 232 571 71 0 164 235 1260 05:15 PM 0 379 75 454 0 0 0 0 0 327 194 521 72 0 127 199 1174 05:30 PM 0 390 84 474 0 0 0 0 0 327 210 537 69 0 160 229 1240 Total Volume 0 1546 313 1859 0 0 0 0 0 1297 818 2115 276 0 613 889 4863 % App. Total 0 83.2 16.8 0 0 0 0 61.3 38.7 31 0 69
PHF .000 .981 .932 .974 .000 .000 .000 .000 .000 .956 .881 .926 .958 .000 .934 .946 .965 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-152
File Name : 18_YLA_Weir_91E PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 2
City of Yorba Linda
N/S: Weir Canyon Road
E/W: SR-91 Eastbound Ramps
Weather: Clear
Weir Canyon Road
SR-91 Eastbound Ramps
SR-91 Eastbound On Ramp
Weir Canyon Road
Right
313
Thru
1546
Left
0 Out In Total
1573 1859 3432
Right
0 Thru
0 Left
0 Out Total In
818 0 818
Left
0 Thru
1297
Right
818
Out In Total
2159 2115 4274
Left
276
Thru
0 Right
613
Total Out In
313 889 1202
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-153
File Name : 18_YLA_Weir_91E PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 3
City of Yorba Linda
N/S: Weir Canyon Road
E/W: SR-91 Eastbound Ramps
Weather: Clear
Weir Canyon Road
Southbound
SR-91 Eastbound On Ramp
Westbound
Weir Canyon Road
Northbound
SR-91 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:00 PM 04:45 PM 04:00 PM
+0 mins. 0 394 83 477 0 0 0 0 0 304 182 486 112 0 168 280 +15 mins. 0 383 71 454 0 0 0 0 0 339 232 571 87 0 144 231 +30 mins. 0 379 75 454 0 0 0 0 0 327 194 521 67 0 138 205 +45 mins. 0 390 84 474 0 0 0 0 0 327 210 537 64 0 162 226 Total Volume 0 1546 313 1859 0 0 0 0 0 1297 818 2115 330 0 612 942 % App. Total 0 83.2 16.8 0 0 0 0 61.3 38.7 35 0 65
PHF .000 .981 .932 .974 .000 .000 .000 .000 .000 .956 .881 .926 .737 .000 .911 .841 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-154
Location: Date: 2/27/2024
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Weir Canyon Road SR‐91 EB Ramps Weir Canyon Road SR‐91 EB Ramps Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0002 2
0000 0
0 0 0 22
North Leg East Leg South Leg West Leg
Weir Canyon Road SR‐91 EB Ramps Weir Canyon Road SR‐91 EB Ramps Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0001 1
0000 0
TOTAL VOLUMES: 0001 1
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
TOTAL VOLUMES:
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Yorba Linda
Weir Canyon Road
SR‐91 EB Ramps

PEDESTRIANS
5:15 PM
5:30 PM
5:45 PM
6:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 911 of 1357

4.1-155
Location: Date: 2/27/2024
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
SR‐91 EB Ramps
TOTAL VOLUMES:

Weir Canyon Road SR‐91 EB Ramps Weir Canyon Road SR‐91 EB Ramps Southbound Westbound Northbound Eastbound
Weir Canyon Road SR‐91 EB Ramps Weir Canyon Road
8:00 AM
4:45 PM
6:00 PM
8:15 AM
8:30 AM
8:45 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
7:45 AM
Southbound Westbound Northbound
Weir Canyon Road
Yorba Linda

BICYCLES
7:30 AM
7:00 AM
7:15 AM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
SR‐91 EB Ramps
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 912 of 1357

4.1-156
File Name : 19_YLA_BR_La P AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 1
City of Yorba Linda
N/S: Bryant Ranch Road/Gypsum Canyon Rd
E/W: La Palma Avenue
Weather: Clear
Groups Printed- Total Volume
Bryant Ranch Road
Southbound
La Palma Avenue
Westbound
Gypsum Canyon Road
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 3 7 4 10 95 34 0 0 129 47 0 19 10 66 1 8 42 24 51 38 256 294 07:15 AM 4 2 2 1 8 109 43 0 0 152 41 1 21 17 63 1 12 48 20 61 38 284 322 07:30 AM 5 1 4 4 10 103 79 3 0 185 36 1 31 21 68 1 15 69 27 85 52 348 400 07:45 AM 1 4 4 3 9 90 70 4 3 164 55 1 30 21 86 2 27 57 19 86 46 345 391 Total 10 10 17 12 37 397 226 7 3 630 179 3 101 69 283 5 62 216 90 283 174 1233 1407 08:00 AM 0 4 9 8 13 88 90 0 0 178 47 1 18 13 66 2 24 39 15 65 36 322 358 08:15 AM 2 2 2 1 6 85 68 2 0 155 34 1 21 16 56 2 33 33 15 68 32 285 317 08:30 AM 0 2 3 3 5 67 46 0 0 113 32 0 32 21 64 2 45 44 20 91 44 273 317 08:45 AM 0 3 3 3 6 47 32 0 0 79 41 1 34 22 76 1 44 39 17 84 42 245 287 Total 2 11 17 15 30 287 236 2 0 525 154 3 105 72 262 7 146 155 67 308 154 1125 1279 Grand Total 12 21 34 27 67 684 462 9 3 1155 333 6 206 141 545 12 208 371 157 591 328 2358 2686 Apprch % 17.9 31.3 50.7 59.2 40 0.8 61.1 1.1 37.8 2 35.2 62.8 Total % 0.5 0.9 1.4 2.8 29 19.6 0.4 49 14.1 0.3 8.7 23.1 0.5 8.8 15.7 25.1 12.2 87.8 Bryant Ranch Road
Southbound
La Palma Avenue
Westbound
Gypsum Canyon Road
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 5 1 4 10 103 79 3 185 36 1 31 68 1 15 69 85 348 07:45 AM 1 4 4 9 90 70 4 164 55 1 30 86 2 27 57 86 345
08:00 AM 0 4 9 13 88 90 0 178 47 1 18 66 2 24 39 65 322 08:15 AM 2 2 2 6 85 68 2 155 34 1 21 56 2 33 33 68 285
Total Volume 8 11 19 38 366 307 9 682 172 4 100 276 7 99 198 304 1300 % App. Total 21.1 28.9 50 53.7 45 1.3 62.3 1.4 36.2 2.3 32.6 65.1 PHF .400 .688 .528 .731 .888 .853 .563 .922 .782 1.00 .806 .802 .875 .750 .717 .884 .934 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-157
File Name : 19_YLA_BR_La P AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 2
City of Yorba Linda
N/S: Bryant Ranch Road/Gypsum Canyon Rd
E/W: La Palma Avenue
Weather: Clear
Bryant Ranch Road
La Palma Avenue
La Palma Avenue
Gypsum Canyon Road
Right
19 Thru
11 Left
8 Out In Total
20 38 58
Right
9 Thru
307
Left
366
Out Total In
207 682 889
Left
172
Thru
4 Right
100
Out In Total
575 276 851
Left
7 Thru
99 Right
198
Total Out In
498 304 802
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-158
File Name : 19_YLA_BR_La P AM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 3
City of Yorba Linda
N/S: Bryant Ranch Road/Gypsum Canyon Rd
E/W: La Palma Avenue
Weather: Clear
Bryant Ranch Road
Southbound
La Palma Avenue
Westbound
Gypsum Canyon Road
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:00 AM 07:45 AM
+0 mins. 4 2 2 8 103 79 3 185 47 0 19 66 2 27 57 86
+15 mins. 5 1 4 10 90 70 4 164 41 1 21 63 2 24 39 65
+30 mins. 1 4 4 9 88 90 0 178 36 1 31 68 2 33 33 68
+45 mins. 0 4 9 13 85 68 2 155 55 1 30 86 2 45 44 91
Total Volume 10 11 19 40 366 307 9 682 179 3 101 283 8 129 173 310 % App. Total 25 27.5 47.5 53.7 45 1.3 63.3 1.1 35.7 2.6 41.6 55.8 PHF .500 .688 .528 .769 .888 .853 .563 .922 .814 .750 .815 .823 1.000 .717 .759 .852 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-159
File Name : 19_YLA_BR_La P PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 1
City of Yorba Linda
N/S: Bryant Ranch Road/Gypsum Canyon Rd
E/W: La Palma Avenue
Weather: Clear
Groups Printed- Total Volume
Bryant Ranch Road
Southbound
La Palma Avenue
Westbound
Gypsum Canyon Road
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 1 1 0 2 39 37 0 0 76 23 0 9 6 32 6 85 222 66 313 72 423 495 04:15 PM 0 6 3 1 9 20 32 1 0 53 24 0 13 12 37 10 86 280 65 376 78 475 553 04:30 PM 0 6 2 0 8 29 42 1 0 72 17 1 14 9 32 8 90 266 75 364 84 476 560 04:45 PM 0 4 2 1 6 24 32 2 1 58 15 0 19 14 34 8 90 216 54 314 70 412 482 Total 0 17 8 2 25 112 143 4 1 259 79 1 55 41 135 32 351 984 260 1367 304 1786 2090 05:00 PM 1 7 7 6 15 31 56 1 0 88 18 1 11 7 30 9 118 177 45 304 58 437 495 05:15 PM 0 1 5 3 6 23 37 1 0 61 26 0 23 14 49 7 104 227 49 338 66 454 520 05:30 PM 0 4 4 1 8 25 56 0 0 81 23 1 16 11 40 5 95 224 56 324 68 453 521 05:45 PM 0 6 2 0 8 30 34 0 0 64 23 1 21 16 45 7 122 214 47 343 63 460 523 Total 1 18 18 10 37 109 183 2 0 294 90 3 71 48 164 28 439 842 197 1309 255 1804 2059 06:00 PM 0 0 0 0 0 35 30 0 0 65 15 2 18 15 35 7 117 160 35 284 50 384 434 Grand Total 1 35 26 12 62 256 356 6 1 618 184 6 144 104 334 67 907 1986 492 2960 609 3974 4583 Apprch % 1.6 56.5 41.9 41.4 57.6 1 55.1 1.8 43.1 2.3 30.6 67.1 Total % 0 0.9 0.7 1.6 6.4 9 0.2 15.6 4.6 0.2 3.6 8.4 1.7 22.8 50 74.5 13.3 86.7 Bryant Ranch Road
Southbound
La Palma Avenue
Westbound
Gypsum Canyon Road
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 1 7 7 15 31 56 1 88 18 1 11 30 9 118 177 304 437 05:15 PM 0 1 5 6 23 37 1 61 26 0 23 49 7 104 227 338 454 05:30 PM 0 4 4 8 25 56 0 81 23 1 16 40 5 95 224 324 453 05:45 PM 0 6 2 8 30 34 0 64 23 1 21 45 7 122 214 343 460 Total Volume 1 18 18 37 109 183 2 294 90 3 71 164 28 439 842 1309 1804 % App. Total 2.7 48.6 48.6 37.1 62.2 0.7 54.9 1.8 43.3 2.1 33.5 64.3 PHF .250 .643 .643 .617 .879 .817 .500 .835 .865 .750 .772 .837 .778 .900 .927 .954 .980 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-160
File Name : 19_YLA_BR_La P PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 2
City of Yorba Linda
N/S: Bryant Ranch Road/Gypsum Canyon Rd
E/W: La Palma Avenue
Weather: Clear
Bryant Ranch Road
La Palma Avenue
La Palma Avenue
Gypsum Canyon Road
Right
18 Thru
18 Left
1 Out In Total
33 37 70
Right
2 Thru
183
Left
109
Out Total In
511 294 805
Left
90 Thru
3 Right
71 Out In Total
969 164 1133
Left
28 Thru
439
Right
842
Total Out In
291 1309 1600
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-161
File Name : 19_YLA_BR_La P PM
Site Code : 05124172
Start Date : 2/27/2024
Page No : 3
City of Yorba Linda
N/S: Bryant Ranch Road/Gypsum Canyon Rd
E/W: La Palma Avenue
Weather: Clear
Bryant Ranch Road
Southbound
La Palma Avenue
Westbound
Gypsum Canyon Road
Northbound
La Palma Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 06:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 05:00 PM 05:15 PM 04:00 PM
+0 mins. 0 6 3 9 31 56 1 88 26 0 23 49 6 85 222 313
+15 mins. 0 6 2 8 23 37 1 61 23 1 16 40 10 86 280 376
+30 mins. 0 4 2 6 25 56 0 81 23 1 21 45 8 90 266 364
+45 mins. 1 7 7 15 30 34 0 64 15 2 18 35 8 90 216 314
Total Volume 1 23 14 38 109 183 2 294 87 4 78 169 32 351 984 1367 % App. Total 2.6 60.5 36.8 37.1 62.2 0.7 51.5 2.4 46.2 2.3 25.7 72 PHF .250 .821 .500 .633 .879 .817 .500 .835 .837 .500 .848 .862 .800 .975 .879 .909 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

4.1-162
Location: Date: 2/27/2024
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Bryant Ranch Road La Palma Avenue Gypsum Canyon Road La Palma Avenue Pedestrians Pedestrians Pedestrians Pedestrians
1000 1
0030 3
0130 4
0000 0
0020 2
1030 4
0010 1
0220 4
2 3 14 0 19
North Leg East Leg South Leg West Leg
Bryant Ranch Road La Palma Avenue Gypsum Canyon Road La Palma Avenue Pedestrians Pedestrians Pedestrians Pedestrians
1100 2
0101 2
2012 5
1000 1
0020 2
0030 3
0030 3
0020 2
0001 1
TOTAL VOLUMES: 4 2 11 4 21
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
TOTAL VOLUMES:
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Yorba Linda
Bryant Ranch Rd/Gypsum Cyn Rd
La Palma Avenue

PEDESTRIANS
5:15 PM
5:30 PM
5:45 PM
6:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 919 of 1357

4.1-163
Location: Date: 2/27/2024
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000020 2
000000000000 0
000000000000 0
000000000020 2
La Palma Avenue
TOTAL VOLUMES:

Bryant Ranch Road La Palma Avenue Gypsum Canyon Road La Palma Avenue Southbound Westbound Northbound Eastbound
Bryant Ranch Road La Palma Avenue Gypsum Canyon Road
8:00 AM
4:45 PM
6:00 PM
8:15 AM
8:30 AM
8:45 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
7:45 AM
Southbound Westbound Northbound
Bryant Ranch Rd/Gypsum Cyn Rd
Yorba Linda

BICYCLES
7:30 AM
7:00 AM
7:15 AM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
La Palma Avenue
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page 920 of 1357

4.1-164

City of Yorba Linda
Bastanchury Road
E/ Imperial Highway
24 Hour Directional Volume Count
YLA001
Site Code: 051-24172
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 2/27/24 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 119 4 117
12:15 3 116 7 104
12:30 6 117 0 127
12:45 3 123 19 475 3 144 14 492 33 967
01:00 10 118 4 106
01:15 4 124 7 140
01:30 3 122 6 159
01:45 7 162 24 526 3 133 20 538 44 1064
02:00 5 134 1 146
02:15 1 164 2 168
02:30 2 184 0 186
02:45 2 233 10 715 1 144 4 644 14 1359
03:00 3 209 2 149
03:15 2 180 3 146
03:30 1 196 3 131
03:45 0 219 6 804 5 174 13 600 19 1404
04:00 2 224 4 153
04:15 5 218 6 175
04:30 3 224 13 157
04:45 5 254 15 920 21 192 44 677 59 1597
05:00 14 256 25 166
05:15 3 253 32 187
05:30 11 253 36 160
05:45 10 238 38 1000 48 178 141 691 179 1691
06:00 25 219 49 138
06:15 30 223 75 130
06:30 30 196 95 144
06:45 64 184 149 822 113 132 332 544 481 1366
07:00 109 231 232 100
07:15 124 162 191 80
07:30 147 153 281 82
07:45 156 131 536 677 273 74 977 336 1513 1013
08:00 195 176 308 71
08:15 192 147 203 61
08:30 127 88 180 54
08:45 103 87 617 498 206 50 897 236 1514 734
09:00 125 68 157 40
09:15 134 80 180 44
09:30 108 55 145 34
09:45 118 35 485 238 160 21 642 139 1127 377
10:00 102 53 146 15
10:15 103 32 140 15
10:30 88 47 138 20
10:45 121 24 414 156 134 4 558 54 972 210
11:00 116 25 139 7
11:15 123 18 133 13
11:30 115 19 121 8
11:45 121 15 475 77 127 9 520 37 995 114
Total 2788 6908 2788 6908 4162 4988 4162 4988 6950 11896 Combined
Total 9696 9696 9150 9150 18846
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 690 - - - 1065 - - - - -
P.H.F. 0.885 0.864
PM Peak - - 04:45 - - - 04:45 - - - -
Vol. - - 1016 - - - 705 - - - -
P.H.F. 0.992 0.918
Percentag
e

28.8% 71.2% 45.5% 54.5%
ADT/AADT ADT 18,846 AADT 18,846

4.1-165

City of Yorba Linda
Fairmont Boulevard
S/ Yorba Linda Boulevard
24 Hour Directional Volume Count
YLA003
Site Code: 051-24172
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 2/27/24 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 48 3 59
12:15 0 72 0 60
12:30 0 50 2 57
12:45 2 56 3 226 2 68 7 244 10 470
01:00 1 54 1 78
01:15 0 54 1 79
01:30 2 63 1 72
01:45 1 69 4 240 0 73 3 302 7 542
02:00 0 60 2 85
02:15 2 82 1 75
02:30 1 105 2 112
02:45 1 86 4 333 2 70 7 342 11 675
03:00 1 75 0 92
03:15 0 88 1 125
03:30 0 167 1 100
03:45 0 88 1 418 1 67 3 384 4 802
04:00 3 72 4 86
04:15 3 85 2 82
04:30 6 60 3 86
04:45 9 69 21 286 4 104 13 358 34 644
05:00 10 83 5 73
05:15 5 72 6 97
05:30 10 98 8 112
05:45 11 81 36 334 11 96 30 378 66 712
06:00 25 58 16 96
06:15 20 64 17 75
06:30 22 49 16 81
06:45 47 64 114 235 18 75 67 327 181 562
07:00 60 36 38 61
07:15 70 34 73 53
07:30 123 40 152 55
07:45 173 32 426 142 98 35 361 204 787 346
08:00 132 27 64 57
08:15 102 31 119 43
08:30 169 26 119 39
08:45 105 20 508 104 79 44 381 183 889 287
09:00 59 15 43 42
09:15 59 11 44 33
09:30 54 15 55 18
09:45 56 16 228 57 46 24 188 117 416 174
10:00 57 12 50 9
10:15 46 6 49 8
10:30 52 6 40 11
10:45 58 5 213 29 49 4 188 32 401 61
11:00 46 5 39 8
11:15 65 6 44 4
11:30 37 4 58 10
11:45 52 4 200 19 59 2 200 24 400 43
Total 1758 2423 1758 2423 1448 2895 1448 2895 3206 5318 Combined
Total 4181 4181 4343 4343 8524
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 576 - - - 433 - - - - -
P.H.F. 0.832 0.712
PM Peak - - 03:00 - - - 05:15 - - - -
Vol. - - 418 - - - 401 - - - -
P.H.F. 0.626 0.802
Percentag
e

42.0% 58.0% 33.3% 66.7%
ADT/AADT ADT 8,524 AADT 8,524

4.1-166

City of Yorba Linda
Imperial Highway
N/ Yorba Linda Boulevard
24 Hour Directional Volume Count
YLA002
Site Code: 051-24172
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 2/27/24 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 11 233 13 211
12:15 14 253 12 248
12:30 11 230 15 248
12:45 11 255 47 971 12 211 52 918 99 1889
01:00 6 222 5 236
01:15 5 252 6 237
01:30 10 244 9 261
01:45 5 252 26 970 4 289 24 1023 50 1993
02:00 4 248 4 307
02:15 6 259 5 266
02:30 8 271 3 351
02:45 12 295 30 1073 7 309 19 1233 49 2306
03:00 4 297 6 334
03:15 6 313 8 334
03:30 14 327 6 328
03:45 14 324 38 1261 7 396 27 1392 65 2653
04:00 17 352 12 363
04:15 25 314 17 391
04:30 40 345 20 445
04:45 65 360 147 1371 29 413 78 1612 225 2983
05:00 37 371 32 409
05:15 52 362 42 452
05:30 81 376 73 404
05:45 87 347 257 1456 84 419 231 1684 488 3140
06:00 93 304 100 364
06:15 87 285 99 343
06:30 146 236 173 271
06:45 180 247 506 1072 221 273 593 1251 1099 2323
07:00 202 227 308 237
07:15 280 195 353 200
07:30 333 147 371 199
07:45 373 155 1188 724 448 158 1480 794 2668 1518
08:00 359 134 412 162
08:15 372 121 435 168
08:30 383 134 314 115
08:45 303 118 1417 507 293 149 1454 594 2871 1101
09:00 259 103 260 144
09:15 272 88 220 94
09:30 237 98 222 72
09:45 260 86 1028 375 237 68 939 378 1967 753
10:00 205 68 198 70
10:15 230 46 198 53
10:30 220 34 185 52
10:45 236 30 891 178 191 45 772 220 1663 398
11:00 224 21 178 47
11:15 231 15 224 29
11:30 228 22 244 23
11:45 247 15 930 73 271 32 917 131 1847 204
Total 6505 10031 6505 10031 6586 11230 6586 11230 13091 21261 Combined
Total 16536 16536 17816 17816 34352
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 1487 - - - 1666 - - - - -
P.H.F. 0.971 0.930
PM Peak - - 04:45 - - - 04:30 - - - -
Vol. - - 1469 - - - 1719 - - - -
P.H.F. 0.977 0.951
Percentag
e

39.3% 60.7% 37.0% 63.0%
ADT/AADT ADT 34,352 AADT 34,352

4.1-167

City of Yorba Linda
Yorba Linda Boulevard
N/ Savi Ranch Parkway
24 Hour Directional Volume Count
YLA004
Site Code: 051-24172
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 2/27/24 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 13 327 19 343
12:15 17 294 12 309
12:30 8 350 11 358
12:45 15 319 53 1290 10 296 52 1306 105 2596
01:00 7 282 9 389
01:15 10 339 7 337
01:30 7 378 8 378
01:45 9 326 33 1325 12 292 36 1396 69 2721
02:00 8 364 2 279
02:15 4 350 3 279
02:30 7 408 6 346
02:45 5 409 24 1531 4 323 15 1227 39 2758
03:00 8 431 8 369
03:15 18 432 11 338
03:30 13 418 10 351
03:45 22 474 61 1755 10 384 39 1442 100 3197
04:00 13 503 18 343
04:15 20 478 31 351
04:30 26 452 41 395
04:45 50 447 109 1880 47 400 137 1489 246 3369
05:00 35 458 56 396
05:15 44 451 69 399
05:30 33 501 75 363
05:45 66 448 178 1858 109 405 309 1563 487 3421
06:00 83 441 143 375
06:15 89 402 161 347
06:30 126 348 191 262
06:45 168 306 466 1497 252 275 747 1259 1213 2756
07:00 168 286 249 262
07:15 179 289 372 230
07:30 257 286 384 200
07:45 317 271 921 1132 415 197 1420 889 2341 2021
08:00 315 222 432 162
08:15 297 212 365 158
08:30 263 156 415 138
08:45 273 162 1148 752 350 136 1562 594 2710 1346
09:00 252 154 279 133
09:15 225 114 293 116
09:30 248 110 296 80
09:45 257 70 982 448 313 74 1181 403 2163 851
10:00 261 73 294 50
10:15 287 52 321 39
10:30 297 40 302 18
10:45 294 22 1139 187 334 31 1251 138 2390 325
11:00 299 28 323 24
11:15 321 33 314 15
11:30 341 34 323 16
11:45 328 16 1289 111 306 15 1266 70 2555 181
Total 6403 13766 6403 13766 8015 11776 8015 11776 14418 25542 Combined
Total 20169 20169 19791 19791 39960
AM Peak - 11:00 - - - 07:45 - - - - -
Vol. - 1289 - - - 1627 - - - - -
P.H.F. 0.945 0.942
PM Peak - - 03:45 - - - 04:30 - - - -
Vol. - - 1907 - - - 1590 - - - -
P.H.F. 0.948 0.994
Percentag
e

31.7% 68.3% 40.5% 59.5%
ADT/AADT ADT 39,960 AADT 39,960

4.1-168
Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
APPENDIX 4.2: EXISTING (2024) CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS

Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
This Page Intentionally Left Blank

Timings Yorba Linda Housing Element Update (JN 15459)
1: Rose Drive & Imperial Hwy (SR-90) 04/04/2024
Existing (2024) Conditions - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 31 1159 204 1085 506 162 156 144 754 448 20 Future Volume (vph) 31 1159 204 1085 506 162 156 144 754 448 20 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 8 4
Detector Phase 5 2 1 6 6 3 8 8 7 4 4
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 33.2 9.6 33.2 33.2 9.9 38.4 38.4 9.9 38.4 38.4 Total Split (s) 9.6 37.6 11.0 39.0 39.0 15.0 38.4 38.4 28.0 51.4 51.4 Total Split (%) 8.3% 32.7% 9.6% 33.9% 33.9% 13.0% 33.4% 33.4% 24.3% 44.7% 44.7% Yellow Time (s) 3.6 5.2 3.6 5.2 5.2 3.6 4.4 4.4 3.6 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 4.6 6.2 6.2 4.6 5.4 5.4 4.6 5.4 5.4 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Act Effct Green (s) 5.0 31.6 6.4 37.0 37.0 8.7 13.6 13.6 23.5 28.4 28.4 Actuated g/C Ratio 0.05 0.33 0.07 0.39 0.39 0.09 0.14 0.14 0.24 0.30 0.30 v/c Ratio 0.35 0.85 0.93 0.58 0.57 0.54 0.32 0.41 0.94 0.45 0.03 Control Delay (s/veh) 57.4 36.7 91.8 26.7 5.3 49.7 38.0 8.5 57.1 28.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 57.4 36.7 91.8 26.7 5.3 49.7 38.0 8.5 57.1 28.8 0.1

LOS E D F C A D D A E C A
Approach Delay (s/veh) 37.2 28.1 32.9 45.9
Approach LOS D C C D
Intersection Summary
Cycle Length: 115
Actuated Cycle Length: 96.1
Natural Cycle: 125
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay (s/veh): 35.6 Intersection LOS: D Intersection Capacity Utilization 79.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 1: Rose Drive & Imperial Hwy (SR-90)

4.2-1
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 1: Rose Drive & Imperial Hwy (SR-90) 04/04/2024
Existing (2024) Conditions - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 31 1159 185 204 1085 506 162 156 144 754 448 20 Future Volume (veh/h) 31 1159 185 204 1085 506 162 156 144 754 448 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 33 1220 175 215 1142 292 171 164 89 794 472 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 56 1492 214 249 1897 588 245 399 178 865 1037 Arrive On Green 0.03 0.33 0.33 0.07 0.37 0.37 0.07 0.11 0.11 0.25 0.29 0.00 Sat Flow, veh/h 1781 4509 647 3456 5106 1582 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 33 921 474 215 1142 292 171 164 89 794 472 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1752 1728 1702 1582 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 1.6 22.0 22.0 5.5 16.1 12.6 4.3 3.8 4.7 19.9 9.6 0.0 Cycle Q Clear(g_c), s 1.6 22.0 22.0 5.5 16.1 12.6 4.3 3.8 4.7 19.9 9.6 0.0 Prop In Lane 1.00 0.37 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 56 1126 580 249 1897 588 245 399 178 865 1037 V/C Ratio(X) 0.59 0.82 0.82 0.86 0.60 0.50 0.70 0.41 0.50 0.92 0.46 Avail Cap(c_a), veh/h 100 1204 619 249 1897 588 405 1321 589 911 1841 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 42.4 27.3 27.3 40.8 22.6 21.5 40.3 36.7 37.1 32.4 25.7 0.0 Incr Delay (d2), s/veh 3.7 4.6 8.5 24.4 0.6 0.9 1.3 0.7 2.2 13.1 0.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 8.6 9.5 3.0 5.7 4.5 1.8 1.6 1.9 9.4 3.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 46.1 31.8 35.8 65.2 23.2 22.4 41.7 37.4 39.2 45.5 26.0 0.0 LnGrp LOS D C D E C C D D D D C
Approach Vol, veh/h 1428 1649 424 1266
Approach Delay, s/veh 33.5 28.6 39.5 38.2
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 35.6 10.9 31.3 7.4 39.2 26.8 15.4 Change Period (Y+Rc), s 4.6 6.2 4.6 5.4 4.6 6.2 4.6 5.4 Max Green Setting (Gmax), s 6.4 31.4 10.4 46.0 5.0 32.8 23.4 33.0 Max Q Clear Time (g_c+I1), s 7.5 24.0 6.3 11.6 3.6 18.1 21.9 6.7 Green Ext Time (p_c), s 0.0 5.3 0.1 3.2 0.0 9.0 0.4 1.2 Intersection Summary
HCM 7th Control Delay, s/veh 33.6
HCM 7th LOS C
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

4.2-2
Existing AM Thu Apr 4, 2024 13:48:44 Page 3-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Prospect Av. & Imperial Hwy.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.675
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 47 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 24 83 19 63 102 156 136 1757 46 30 1621 60
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 83 19 63 102 156 136 1757 46 30 1621 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 83 19 63 102 156 136 1757 46 30 1621 60
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 24 83 19 63 102 156 136 1757 46 30 1621 60 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 83 19 63 102 156 136 1757 46 30 1621 60 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.81 0.19 1.00 0.40 0.60 1.00 2.92 0.08 1.00 2.89 0.11 Final Sat.: 1700 1383 317 1700 672 1028 1700 4970 130 1700 4918 182 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.06 0.06 0.04 0.15 0.15 0.08 0.35 0.35 0.02 0.33 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-3
Existing AM Thu Apr 4, 2024 13:48:44 Page 4-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Imperial Hwy. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.762
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 59 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 330 1182 3 264 1470 2 28 291 376 0 490 574
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 330 1182 3 264 1470 2 28 291 376 0 490 574 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 330 1182 3 264 1470 2 28 291 376 0 490 574
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 330 1182 3 264 1470 2 28 291 376 0 490 574 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 330 1182 3 264 1470 2 28 291 376 0 490 574 OvlAdjVol: 442
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 1700 1700 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.23 0.00 0.08 0.29 0.00 0.02 0.17 0.22 0.00 0.14 0.34 OvlAdjV/S: 0.26
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-4
Existing AM Thu Apr 4, 2024 13:48:44 Page 5-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Imperial Hwy. & Lemon Dr.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.484
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 59 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 1 0 1 0 2 1 0 0 0 1! 0 0 0 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1378 27 52 1676 8 3 0 6 49 7 89
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1378 27 52 1676 8 3 0 6 49 7 89
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1378 27 52 1676 8 3 0 6 49 7 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1378 27 52 1676 8 3 0 6 49 7 89
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1378 27 52 1676 8 3 0 6 49 7 89
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.94 0.06 1.00 2.99 0.01 0.33 0.00 0.67 0.88 0.12 1.00 Final Sat.: 0 5002 98 1700 5076 24 567 0 1133 1488 213 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.28 0.28 0.03 0.33 0.33 0.00 0.00 0.01 0.03 0.03 0.05 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-5
Existing AM Thu Apr 4, 2024 13:48:44 Page 6-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Imperial Hwy. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.821
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 72 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 2 1 0 1 0 3 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 335 966 244 392 1139 53 43 419 318 176 581 449 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 335 966 244 392 1139 53 43 419 318 176 581 449 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 335 966 244 392 1139 53 43 419 318 176 581 449 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 335 966 244 392 1139 53 43 419 318 176 581 449 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 335 966 244 392 1139 53 43 419 318 176 581 449 OvlAdjVol: 57
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.40 0.60 2.00 2.87 0.13 1.00 2.00 1.00 1.00 3.00 2.00 Final Sat.: 1700 4072 1028 3400 4873 227 1700 3400 1700 1700 5100 3400 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.24 0.24 0.12 0.23 0.23 0.03 0.12 0.19 0.10 0.11 0.13 OvlAdjV/S: 0.02
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-6
HCM 7th AWSC Yorba Linda Housing Element Update (JN 15459) 6: Lakeview Ave & Buena Vista Av. 03/29/2024
Existing (2024) Conditions - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 1
Intersection
Intersection Delay, s/veh 97.6
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 179 98 88 87 124 80 57 276 52 54 631 96 Future Vol, veh/h 179 98 88 87 124 80 57 276 52 54 631 96 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 208 114 102 101 144 93 66 321 60 63 734 112
Number of Lanes 1 1 0 1 1 0 1 1 1 1 2 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 3 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 3 2 2
HCM Control Delay, s/veh 34.7 35.1 65.7 165.9

HCM LOS D E F F
Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 100% 0% 0% 53% 0% 61% 0% 100% 69%
Vol Right, % 0% 0% 100% 0% 47% 0% 39% 0% 0% 31%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 57 276 52 179 186 87 204 54 421 306 LT Vol 57 0 0 179 0 87 0 54 0 0
Through Vol 0 276 0 0 98 0 124 0 421 210
RT Vol 0 0 52 0 88 0 80 0 0 96
Lane Flow Rate 66 321 60 208 216 101 237 63 489 356
Geometry Grp 6 6 6 6 6 6 6 6 6 6
Degree of Util (X) 0.214 0.991 0.175 0.673 0.65 0.335 0.736 0.194 1.44 1.026 Departure Headway (Hd) 12.262 11.735 10.996 12.175 11.317 12.47 11.67 11.126 10.599 10.368 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 294 311 328 300 322 290 313 324 347 353
Service Time 9.962 9.435 8.696 9.875 9.017 10.17 9.37 8.848 8.321 8.089 HCM Lane V/C Ratio 0.224 1.032 0.183 0.693 0.671 0.348 0.757 0.194 1.409 1.008 HCM Control Delay, s/veh 18.3 84.8 16 36.7 32.8 21.3 41 16.5 241.5 88.4 HCM Lane LOS C F C E D C E C F F
HCM 95th-tile Q 0.8 10.5 0.6 4.5 4.3 1.4 5.4 0.7 25.8 12.1

4.2-7
HCM 7th TWSC Yorba Linda Housing Element Update (JN 15459) 7: Kellog Dr. & SR 90 EB Ramps 03/29/2024
Existing (2024) Conditions - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 2
Intersection
Int Delay, s/veh 7.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 0 251 0 0 0 0 382 165 304 442 0
Future Vol, veh/h 31 0 251 0 0 0 0 382 165 304 442 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 2 0 0 4
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 0 - 360 - - - - - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 39 0 318 0 0 0 0 484 209 385 559 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1571 - 280 - 0 0 694 0 0
Stage 1 1329 - - - - - - - -
Stage 2 242 - - - - - - - -
Critical Hdwy 6.84 - 6.94 - - - 4.14 - -
Critical Hdwy Stg 1 5.84 - - - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - - - -
Follow-up Hdwy 3.52 - 3.32 - - - 2.22 - -
Pot Cap-1 Maneuver 101 0 717 0 - - 897 - 0
Stage 1 212 0 - 0 - - - - 0
Stage 2 776 0 - 0 - - - - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver 58 0 717 - - - 897 - -
Mov Cap-2 Maneuver 58 0 - - - - - - -
Stage 1 212 0 - - - - - - -
Stage 2 443 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v28.99 0 4.89

HCM LOS D
Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2 SBL SBT
Capacity (veh/h) - - 58 717 897 -
HCM Lane V/C Ratio - - 0.679 0.443 0.429 -
HCM Control Delay (s/veh) - - 150.8 13.9 12 -
HCM Lane LOS - - F B B -
HCM 95th %tile Q(veh) - - 2.8 2.3 2.2 -

4.2-8
Timings Yorba Linda Housing Element Update (JN 15459)
8: Kellog Dr. & SR 90 WB Ramps 03/29/2024
Existing (2024) Conditions - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 3
Lane Group WBL WBR NBL NBT SBT
Lane Configurations
Traffic Volume (vph) 114 285 160 253 632
Future Volume (vph) 114 285 160 253 632
Turn Type Prot Prot Prot NA NA
Protected Phases 8 8 5 2 6
Permitted Phases
Detector Phase 8 8 5 2 6
Switch Phase
Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0
Minimum Split (s) 22.0 22.0 14.0 23.0 23.0
Total Split (s) 22.0 22.0 15.0 38.0 23.0
Total Split (%) 36.7% 36.7% 25.0% 63.3% 38.3%
Yellow Time (s) 4.0 4.0 3.6 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 4.6 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 49.1
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 8: Kellog Dr. & SR 90 WB Ramps

4.2-9
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 8: Kellog Dr. & SR 90 WB Ramps 03/29/2024
Existing (2024) Conditions - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 114 0 285 160 253 0 0 632 66 Future Volume (veh/h) 0 0 0 114 0 285 160 253 0 0 632 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 134 0 111 188 298 0 0 744 70
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2
Cap, veh/h 386 0 343 240 1973 0 0 1035 97
Arrive On Green 0.22 0.00 0.22 0.13 0.56 0.00 0.00 0.32 0.32 Sat Flow, veh/h 1781 0 1585 1781 3647 0 0 3375 309
Grp Volume(v), veh/h 134 0 111 188 298 0 0 403 411
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1777 0 0 1777 1813 Q Serve(g_s), s 2.8 0.0 2.6 4.5 1.8 0.0 0.0 8.8 8.8
Cycle Q Clear(g_c), s 2.8 0.0 2.6 4.5 1.8 0.0 0.0 8.8 8.8 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.17
Lane Grp Cap(c), veh/h 386 0 343 240 1973 0 0 561 572
V/C Ratio(X) 0.35 0.00 0.32 0.78 0.15 0.00 0.00 0.72 0.72 Avail Cap(c_a), veh/h 691 0 615 423 2676 0 0 730 745
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 14.5 0.0 14.5 18.3 4.7 0.0 0.0 13.3 13.3 Incr Delay (d2), s/veh 0.5 0.0 0.5 2.1 0.0 0.0 0.0 2.4 2.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 0.8 1.8 0.4 0.0 0.0 3.2 3.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 15.1 0.0 15.0 20.5 4.8 0.0 0.0 15.7 15.6 LnGrp LOS B B C A B B
Approach Vol, veh/h 245 486 814
Approach Delay, s/veh 15.0 10.8 15.6
Approach LOS B B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 29.3 10.5 18.8 14.5
Change Period (Y+Rc), s 5.0 4.6 5.0 5.0
Max Green Setting (Gmax), s 33.0 10.4 18.0 17.0
Max Q Clear Time (g_c+I1), s 3.8 6.5 10.8 4.8
Green Ext Time (p_c), s 2.0 0.1 3.0 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 14.0
HCM 7th LOS B

4.2-10
Existing AM Thu Apr 4, 2024 13:48:44 Page 7-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Grandview Av. & Kellogg Dr.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.376
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 54 471 13 7 596 7 10 1 69 33 2 8
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 471 13 7 596 7 10 1 69 33 2 8
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 471 13 7 596 7 10 1 69 33 2 8
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 54 471 13 7 596 7 10 1 69 33 2 8
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 471 13 7 596 7 10 1 69 33 2 8
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 1.98 0.02 0.12 0.01 0.87 1.00 0.63 0.37 Final Sat.: 1700 3309 91 1700 3361 39 213 21 1466 1700 1067 633 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.14 0.14 0.00 0.18 0.18 0.01 0.05 0.05 0.02 0.00 0.01 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-11
Existing AM Thu Apr 4, 2024 13:48:44 Page 8-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Plumosa Dr. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.401
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 85 0 56 0 0 0 0 462 37 76 754 100
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 0 56 0 0 0 0 462 37 76 754 100
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 0 56 0 0 0 0 462 37 76 754 100
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 0 56 0 0 0 0 462 37 76 754 100
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 85 0 56 0 0 0 0 462 37 76 754 100
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.85 0.15 1.00 1.77 0.23 Final Sat.: 1700 0 1700 0 0 0 0 3148 252 1700 3002 398
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.00 0.03 0.00 0.00 0.00 0.00 0.15 0.15 0.04 0.25 0.25 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-12
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-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Lakeview Av. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.594
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 40 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 107 54 189 108 149 34 29 467 145 237 691 69
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 54 189 108 149 34 29 467 145 237 691 69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 107 54 189 108 149 34 29 467 145 237 691 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 107 54 189 108 149 34 29 467 145 237 691 69 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 107 54 189 108 149 34 29 467 145 237 691 69 OvlAdjVol: 5
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.53 0.47 1.00 1.82 0.18 Final Sat.: 1700 1700 1700 1700 1700 1700 1700 2594 806 1700 3091 309 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.03 0.11 0.06 0.09 0.02 0.02 0.18 0.18 0.14 0.22 0.22 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-13
Existing AM Thu Apr 4, 2024 13:48:44 Page 10-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Lakeview Av. & Lemon Dr.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.328
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Split Phase Split Phase Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 41 291 0 2 489 69 28 4 64 0 1 2
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 41 291 0 2 489 69 28 4 64 0 1 2
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 41 291 0 2 489 69 28 4 64 0 1 2
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 41 291 0 2 489 69 28 4 64 0 1 2
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 41 291 0 2 489 69 28 4 64 0 1 2
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.75 0.25 0.88 0.12 1.00 0.00 0.33 0.67 Final Sat.: 1700 3400 0 1700 2980 420 1488 213 1700 0 567 1133 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.09 0.00 0.00 0.16 0.16 0.02 0.02 0.04 0.00 0.00 0.00 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-14
Existing AM Thu Apr 4, 2024 13:48:44 Page 11-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Lakeview Av. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.629
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 42 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 158 208 231 101 315 99 166 653 221 322 959 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 158 208 231 101 315 99 166 653 221 322 959 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 158 208 231 101 315 99 166 653 221 322 959 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 158 208 231 101 315 99 166 653 221 322 959 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 158 208 231 101 315 99 166 653 221 322 959 84 OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 2.00 1.52 0.48 1.00 2.24 0.76 1.00 2.76 0.24 Final Sat.: 3400 3400 1700 3400 2587 813 1700 3810 1290 1700 4689 411 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.06 0.14 0.03 0.12 0.12 0.10 0.17 0.17 0.19 0.20 0.20 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-15
Existing AM Thu Apr 4, 2024 13:48:44 Page 12-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Ohio St. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.366
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 0 0 0 1 0 0 1 1 0 2 1 0 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 1 1 0 21 0 30 17 776 0 0 1185 30
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 1 0 21 0 30 17 776 0 0 1185 30
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 1 0 21 0 30 17 776 0 0 1185 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1 1 0 21 0 30 17 776 0 0 1185 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 1 0 21 0 30 17 776 0 0 1185 30
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 0.50 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.93 0.07 Final Sat.: 850 850 0 1700 0 1700 1700 5100 0 0 4974 126 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.02 0.01 0.15 0.00 0.00 0.24 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-16
Existing AM Thu Apr 4, 2024 13:48:44 Page 13-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #15 Fairmont Bl. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.539
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 162 104 42 36 220 213 100 319 165 130 488 16
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 162 104 42 36 220 213 100 319 165 130 488 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 162 104 42 36 220 213 100 319 165 130 488 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 162 104 42 36 220 213 100 319 165 130 488 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 162 104 42 36 220 213 100 319 165 130 488 16 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.32 0.68 1.00 1.94 0.06 Final Sat.: 1700 3400 1700 1700 3400 1700 1700 2241 1159 1700 3292 108 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.03 0.02 0.02 0.06 0.13 0.06 0.14 0.14 0.08 0.15 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-17
Existing AM Thu Apr 4, 2024 13:48:44 Page 14-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #16 Fairmont Bl. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.568
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 1 1 0 1 0 1 0 2 1 0 3 0 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 283 214 76 108 179 323 197 593 154 63 767 68
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 214 76 108 179 323 197 593 154 63 767 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 283 214 76 108 179 323 197 593 154 63 767 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 283 214 76 108 179 323 197 593 154 63 767 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 283 214 76 108 179 323 197 593 154 63 767 68 OvlAdjVol: 0 13
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.48 0.52 1.00 1.00 2.00 1.00 3.00 1.00 1.00 2.76 0.24 Final Sat.: 3400 2509 891 1700 1700 3400 1700 5100 1700 1700 4685 415 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.09 0.09 0.06 0.11 0.10 0.12 0.12 0.09 0.04 0.16 0.16 OvlAdjV/S: 0.00 0.01
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-18
Existing AM Thu Apr 4, 2024 13:48:44 Page 15-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #17
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.763
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 59 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 1 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 426 859 221 309 1137 79 49 125 301 209 263 485 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 426 859 221 309 1137 79 49 125 301 209 263 485 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 426 859 221 309 1137 79 49 125 301 209 263 485 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 426 859 221 309 1137 79 49 125 301 209 263 485 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 426 859 221 309 1137 79 49 125 301 209 263 485 OvlAdjVol: 117 88
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.81 0.19 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3400 5100 1700 3400 4769 331 3400 3400 1700 3400 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.17 0.13 0.09 0.24 0.24 0.01 0.04 0.18 0.06 0.08 0.29 OvlAdjV/S: 0.07 0.05
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-19
MITIG8 - Existing AM Wed Apr 10, 2024 10:42:21 Page 1-1 -------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #18 Yorba Linda Bl. & Savi Ranch Pkwy.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.545
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ignore Include Ovl Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 0 0 2 2 0 0 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 191 1192 646 239 1207 201 121 0 194 248 0 193 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 191 1192 646 239 1207 201 121 0 194 248 0 193 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 191 1192 0 239 1207 201 121 0 194 248 0 193 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 191 1192 0 239 1207 201 121 0 194 248 0 193 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 191 1192 0 239 1207 201 121 0 194 248 0 193 OvlAdjVol: 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 1700 5100 1700 1700 5100 1700 1700 0 3400 3400 0 3400 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.23 0.00 0.14 0.24 0.12 0.07 0.00 0.06 0.07 0.00 0.06 OvlAdjV/S: 0.00 0.00
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-20
Timings Yorba Linda Housing Element Update (JN 15459)
19: Weir Canyon Rd/Yorba Linda Bl. & SR-91 WB Ramps 03/29/2024 Existing (2024) Conditions - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 5
Lane Group WBL WBT WBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 335 0 613 1416 538 1283 366
Future Volume (vph) 335 0 613 1416 538 1283 366
Turn Type Split NA Perm NA Free NA Free
Protected Phases 4 4 2 6
Permitted Phases 4 Free Free
Detector Phase 4 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 15.0 15.0
Minimum Split (s) 10.5 10.5 10.5 23.8 23.8
Total Split (s) 31.0 31.0 31.0 49.0 49.0
Total Split (%) 38.8% 38.8% 38.8% 61.3% 61.3%
Yellow Time (s) 3.5 3.5 3.5 4.3 4.3
All-Red Time (s) 2.0 2.0 2.0 1.5 1.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.5 5.8 5.8
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Min C-Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 40
Control Type: Actuated-Coordinated
Splits and Phases: 19: Weir Canyon Rd/Yorba Linda Bl. & SR-91 WB Ramps

4.2-21
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 19: Weir Canyon Rd/Yorba Linda Bl. & SR-91 WB Ramps 03/29/2024 Existing (2024) Conditions - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 335 0 613 0 1416 538 0 1283 366 Future Volume (veh/h) 0 0 0 335 0 613 0 1416 538 0 1283 366 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 525 0 294 0 1539 0 0 1395 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 0 2 2
Cap, veh/h 835 0 372 0 3188 0 3503
Arrive On Green 0.23 0.00 0.23 0.00 1.00 0.00 0.00 0.62 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 0 5611 1585
Grp Volume(v), veh/h 525 0 294 0 1539 0 0 1395 0
Grp Sat Flow(s),veh/h/ln 1781 0 1585 0 1702 1585 0 1870 1585 Q Serve(g_s), s 10.6 0.0 13.9 0.0 0.0 0.0 0.0 9.9 0.0
Cycle Q Clear(g_c), s 10.6 0.0 13.9 0.0 0.0 0.0 0.0 9.9 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 835 0 372 0 3188 0 3503
V/C Ratio(X) 0.63 0.00 0.79 0.00 0.48 0.00 0.40
Avail Cap(c_a), veh/h 1136 0 505 0 3188 0 3503
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.76 0.00 0.00 0.74 0.00 Uniform Delay (d), s/veh 27.5 0.0 28.8 0.0 0.0 0.0 0.0 7.5 0.0 Incr Delay (d2), s/veh 0.9 0.0 6.6 0.0 0.4 0.0 0.0 0.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 0.0 5.8 0.0 0.1 0.0 0.0 3.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.4 0.0 35.3 0.0 0.4 0.0 0.0 7.8 0.0 LnGrp LOS C D A A
Approach Vol, veh/h 819 1539 1395
Approach Delay, s/veh 30.9 0.4 7.8
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 55.7 24.3 55.7
Change Period (Y+Rc), s 5.8 5.5 5.8
Max Green Setting (Gmax), s 43.2 25.5 43.2
Max Q Clear Time (g_c+I1), s 2.0 15.9 11.9
Green Ext Time (p_c), s 15.1 2.8 11.9
Intersection Summary
HCM 7th Control Delay, s/veh 9.8
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

4.2-22
Timings Yorba Linda Housing Element Update (JN 15459)
20: Weir Canyon Rd & SR-91 EB Ramps 03/29/2024
Existing (2024) Conditions - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 7
Lane Group EBL EBT EBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 637 0 565 1317 600 838 780
Future Volume (vph) 637 0 565 1317 600 838 780
Turn Type Split NA Prot NA Free NA Free
Protected Phases 4 4 4 2 6
Permitted Phases Free Free
Detector Phase 4 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 15.0 15.0
Minimum Split (s) 11.0 11.0 11.0 23.8 27.8
Total Split (s) 33.0 33.0 33.0 47.0 47.0
Total Split (%) 41.3% 41.3% 41.3% 58.8% 58.8%
Yellow Time (s) 3.5 3.5 3.5 4.3 4.3
All-Red Time (s) 2.5 2.5 2.5 1.5 1.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 6.0 5.8 5.8
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Min C-Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 78.2 (98%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 20: Weir Canyon Rd & SR-91 EB Ramps

4.2-23
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 20: Weir Canyon Rd & SR-91 EB Ramps 03/29/2024
Existing (2024) Conditions - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 637 0 565 0 0 0 0 1317 600 0 838 780 Future Volume (veh/h) 637 0 565 0 0 0 0 1317 600 0 838 780 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 812 0 258 0 1432 0 0 911 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 0 2 2
Cap, veh/h 996 0 443 0 2926 0 2926
Arrive On Green 0.28 0.00 0.28 0.00 0.57 0.00 0.00 1.00 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 812 0 258 0 1432 0 0 911 0
Grp Sat Flow(s),veh/h/ln 1781 0 1585 0 1702 1585 0 1702 1585 Q Serve(g_s), s 17.0 0.0 11.2 0.0 13.3 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 17.0 0.0 11.2 0.0 13.3 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 996 0 443 0 2926 0 2926
V/C Ratio(X) 0.82 0.00 0.58 0.00 0.49 0.00 0.31
Avail Cap(c_a), veh/h 1202 0 535 0 2926 0 2926
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.81 0.00 Uniform Delay (d), s/veh 26.9 0.0 24.8 0.0 10.1 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 4.0 0.0 1.5 0.0 0.6 0.0 0.0 0.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 0.0 4.2 0.0 4.2 0.0 0.0 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 30.9 0.0 26.3 0.0 10.7 0.0 0.0 0.2 0.0 LnGrp LOS C C B A
Approach Vol, veh/h 1070 1432 911
Approach Delay, s/veh 29.7 10.7 0.2
Approach LOS C B A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 51.6 28.4 51.6
Change Period (Y+Rc), s 5.8 6.0 5.8
Max Green Setting (Gmax), s 41.2 27.0 41.2
Max Q Clear Time (g_c+I1), s 15.3 19.0 2.0
Green Ext Time (p_c), s 18.1 3.3 13.9
Intersection Summary
HCM 7th Control Delay, s/veh 13.9
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

4.2-24
Existing AM Thu Apr 4, 2024 13:48:44 Page 17-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #21 Gypsum Canyon Rd. & La Palma Av.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.439
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1! 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 172 4 100 8 11 19 7 99 198 366 307 9
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 172 4 100 8 11 19 7 99 198 366 307 9
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 172 4 100 8 11 19 7 99 198 366 307 9
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 172 4 100 8 11 19 7 99 198 366 307 9
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 172 4 100 8 11 19 7 99 198 366 307 9
OvlAdjVol: 106
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.87 0.04 1.09 0.42 0.58 1.00 1.00 1.00 1.00 1.00 1.94 0.06 Final Sat.: 3178 74 1848 716 984 1700 1700 1700 1700 1700 3303 97 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.05 0.05 0.01 0.01 0.01 0.00 0.06 0.12 0.22 0.09 0.09 OvlAdjV/S: 0.06
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-25
Timings Yorba Linda Housing Element Update (JN 15459)
1: Rose Drive & Imperial Hwy (SR-90) 04/04/2024
Existing (2024) Conditions - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 30 1201 171 946 684 190 313 116 825 345 24 Future Volume (vph) 30 1201 171 946 684 190 313 116 825 345 24 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 8 4
Detector Phase 5 2 1 6 6 3 8 8 7 4 4
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 33.2 9.6 33.2 33.2 9.9 38.4 38.4 9.9 38.4 38.4 Total Split (s) 9.6 37.8 11.2 39.4 39.4 16.8 38.4 38.4 32.6 54.2 54.2 Total Split (%) 8.0% 31.5% 9.3% 32.8% 32.8% 14.0% 32.0% 32.0% 27.2% 45.2% 45.2% Yellow Time (s) 3.6 5.2 3.6 5.2 5.2 3.6 4.4 4.4 3.6 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 4.6 6.2 6.2 4.6 5.4 5.4 4.6 5.4 5.4 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Act Effct Green (s) 5.0 31.7 6.6 37.4 37.4 9.9 16.5 16.5 28.1 34.7 34.7 Actuated g/C Ratio 0.05 0.31 0.06 0.36 0.36 0.10 0.16 0.16 0.27 0.33 0.33 v/c Ratio 0.36 0.93 0.80 0.53 0.75 0.60 0.57 0.31 0.91 0.30 0.04 Control Delay (s/veh) 62.6 47.4 75.9 29.3 12.8 53.8 44.1 4.6 52.9 26.3 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 62.6 47.4 75.9 29.3 12.8 53.8 44.1 4.6 52.9 26.3 0.1

LOS E D E C B D D A D C A
Approach Delay (s/veh) 47.7 27.5 39.7 44.2
Approach LOS D C D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 103.8
Natural Cycle: 135
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay (s/veh): 38.7 Intersection LOS: D Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Rose Drive & Imperial Hwy (SR-90)

4.2-26
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 1: Rose Drive & Imperial Hwy (SR-90) 04/04/2024
Existing (2024) Conditions - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 1201 192 171 946 684 190 313 116 825 345 24 Future Volume (veh/h) 30 1201 192 171 946 684 190 313 116 825 345 24 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 31 1238 178 176 975 341 196 323 68 851 356 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 52 1422 204 235 1812 562 267 476 208 923 1151 Arrive On Green 0.03 0.32 0.32 0.07 0.35 0.35 0.08 0.13 0.13 0.27 0.32 0.00 Sat Flow, veh/h 1781 4499 647 3456 5106 1584 3456 3554 1554 3456 3554 1585 Grp Volume(v), veh/h 31 937 479 176 975 341 196 323 68 851 356 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1742 1728 1702 1584 1728 1777 1554 1728 1777 1585 Q Serve(g_s), s 1.7 25.2 25.2 4.8 14.7 17.1 5.4 8.4 3.8 23.2 7.3 0.0 Cycle Q Clear(g_c), s 1.7 25.2 25.2 4.8 14.7 17.1 5.4 8.4 3.8 23.2 7.3 0.0 Prop In Lane 1.00 0.37 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 52 1076 551 235 1812 562 267 476 208 923 1151 V/C Ratio(X) 0.60 0.87 0.87 0.75 0.54 0.61 0.73 0.68 0.33 0.92 0.31 Avail Cap(c_a), veh/h 92 1110 568 235 1812 562 435 1211 529 999 1790 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 46.5 31.3 31.3 44.3 24.9 25.7 43.7 40.0 38.0 34.5 24.6 0.0 Incr Delay (d2), s/veh 4.0 7.8 13.9 11.0 0.4 2.2 1.5 1.7 0.9 12.4 0.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 10.5 11.6 2.3 5.4 6.4 2.3 3.7 1.5 10.8 3.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 50.5 39.0 45.2 55.4 25.3 27.9 45.2 41.7 38.9 46.9 24.8 0.0 LnGrp LOS D D D E C C D D D D C
Approach Vol, veh/h 1447 1492 587 1207
Approach Delay, s/veh 41.3 29.5 42.5 40.4
Approach LOS D C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.2 36.8 12.1 36.8 7.4 40.6 30.5 18.4 Change Period (Y+Rc), s 4.6 6.2 4.6 5.4 4.6 6.2 4.6 5.4 Max Green Setting (Gmax), s 6.6 31.6 12.2 48.8 5.0 33.2 28.0 33.0 Max Q Clear Time (g_c+I1), s 6.8 27.2 7.4 9.3 3.7 19.1 25.2 10.4 Green Ext Time (p_c), s 0.0 3.5 0.1 2.3 0.0 8.0 0.7 2.1 Intersection Summary
HCM 7th Control Delay, s/veh 37.5
HCM 7th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

4.2-27
Existing PM Thu Apr 4, 2024 13:48:56 Page 3-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Prospect Av. & Imperial Hwy.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.656
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 45 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 49 96 7 90 104 129 106 1889 71 23 1626 46
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 96 7 90 104 129 106 1889 71 23 1626 46
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 96 7 90 104 129 106 1889 71 23 1626 46
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 96 7 90 104 129 106 1889 71 23 1626 46
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 49 96 7 90 104 129 106 1889 71 23 1626 46
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.93 0.07 1.00 0.45 0.55 1.00 2.89 0.11 1.00 2.92 0.08 Final Sat.: 1700 1584 116 1700 759 941 1700 4915 185 1700 4960 140 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.06 0.05 0.14 0.14 0.06 0.38 0.38 0.01 0.33 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-28
Existing PM Thu Apr 4, 2024 13:48:56 Page 4-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Imperial Hwy. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.718
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 52 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 273 1221 4 472 1453 4 22 433 360 11 317 371
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 273 1221 4 472 1453 4 22 433 360 11 317 371 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 273 1221 4 472 1453 4 22 433 360 11 317 371 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 273 1221 4 472 1453 4 22 433 360 11 317 371 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 273 1221 4 472 1453 4 22 433 360 11 317 371 OvlAdjVol: 135
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.09 0.91 1.00 2.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 1700 1856 1544 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.00 0.14 0.28 0.00 0.01 0.23 0.23 0.01 0.09 0.22 OvlAdjV/S: 0.08
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-29
Existing PM Thu Apr 4, 2024 13:48:56 Page 5-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Imperial Hwy. & Lemon Dr.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 1 0 1 0 2 1 0 0 0 1! 0 0 0 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1281 73 140 1646 22 18 4 14 60 8 188
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1281 73 140 1646 22 18 4 14 60 8 188
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1281 73 140 1646 22 18 4 14 60 8 188
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1281 73 140 1646 22 18 4 14 60 8 188
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1281 73 140 1646 22 18 4 14 60 8 188
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.84 0.16 1.00 2.96 0.04 0.50 0.11 0.39 0.88 0.12 1.00 Final Sat.: 0 4825 275 1700 5033 67 850 189 661 1500 200 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.27 0.27 0.08 0.33 0.33 0.01 0.02 0.02 0.04 0.04 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-30
Existing PM Thu Apr 4, 2024 13:48:56 Page 6-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Imperial Hwy. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.790
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 64 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 2 1 0 1 0 3 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 302 894 173 609 1054 64 116 664 338 166 524 413 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 302 894 173 609 1054 64 116 664 338 166 524 413 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 302 894 173 609 1054 64 116 664 338 166 524 413 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 302 894 173 609 1054 64 116 664 338 166 524 413 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 302 894 173 609 1054 64 116 664 338 166 524 413 OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.51 0.49 2.00 2.83 0.17 1.00 2.00 1.00 1.00 3.00 2.00 Final Sat.: 1700 4273 827 3400 4808 292 1700 3400 1700 1700 5100 3400 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.21 0.21 0.18 0.22 0.22 0.07 0.20 0.20 0.10 0.10 0.12 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-31
HCM 7th AWSC Yorba Linda Housing Element Update (JN 15459) 6: Lakeview Ave & Buena Vista Av. 03/29/2024
Existing (2024) Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 1
Intersection
Intersection Delay, s/veh 57.2
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 220 77 91 33 77 48 94 436 51 32 447 143 Future Vol, veh/h 220 77 91 33 77 48 94 436 51 32 447 143 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 232 81 96 35 81 51 99 459 54 34 471 151
Number of Lanes 1 1 0 1 1 0 1 1 1 1 2 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 3 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 3 2 2
HCM Control Delay, s/veh 26.1 19 110.9 36.2

HCM LOS D C F E
Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 100% 0% 0% 46% 0% 62% 0% 100% 51%
Vol Right, % 0% 0% 100% 0% 54% 0% 38% 0% 0% 49%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 94 436 51 220 168 33 125 32 298 292 LT Vol 94 0 0 220 0 33 0 32 0 0
Through Vol 0 436 0 0 77 0 77 0 298 149
RT Vol 0 0 51 0 91 0 48 0 0 143
Lane Flow Rate 99 459 54 232 177 35 132 34 314 307
Geometry Grp 6 6 6 6 6 6 6 6 6 6
Degree of Util (X) 0.274 1.203 0.13 0.646 0.451 0.107 0.377 0.09 0.791 0.745 Departure Headway (Hd) 9.96 9.44 8.713 10.568 9.668 11.574 10.779 10.133 9.612 9.254 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 362 390 413 345 375 312 336 356 380 393
Service Time 7.67 7.15 6.423 8.268 7.368 9.274 8.479 7.833 7.312 6.954 HCM Lane V/C Ratio 0.273 1.177 0.131 0.672 0.472 0.112 0.393 0.096 0.826 0.781 HCM Control Delay, s/veh 16.4 142.7 12.7 30.7 20.1 15.7 19.9 13.8 40.3 34.5 HCM Lane LOS C F B D C C C B E D
HCM 95th-tile Q 1.1 18.8 0.4 4.3 2.3 0.4 1.7 0.3 6.7 5.9

4.2-32
HCM 7th TWSC Yorba Linda Housing Element Update (JN 15459) 7: Kellog Dr. & SR 90 EB Ramps 03/29/2024
Existing (2024) Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 2
Intersection
Int Delay, s/veh 6.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 88 0 157 0 0 0 0 407 118 253 274 0
Future Vol, veh/h 88 0 157 0 0 0 0 407 118 253 274 0
Conflicting Peds, #/hr 0 0 1 0 0 0 0 0 2 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 0 - 360 - - - - - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 92 0 164 0 0 0 0 424 123 264 285 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1024 - 144 - 0 0 549 0 0
Stage 1 813 - - - - - - - -
Stage 2 212 - - - - - - - -
Critical Hdwy 6.84 - 6.94 - - - 4.14 - -
Critical Hdwy Stg 1 5.84 - - - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - - - -
Follow-up Hdwy 3.52 - 3.32 - - - 2.22 - -
Pot Cap-1 Maneuver 231 0 878 0 - - 1017 - 0
Stage 1 397 0 - 0 - - - - 0
Stage 2 803 0 - 0 - - - - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver 171 0 877 - - - 1017 - -
Mov Cap-2 Maneuver 171 0 - - - - - - -
Stage 1 397 0 - - - - - - -
Stage 2 595 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v23.66 0 4.69

HCM LOS C
Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2 SBL SBT
Capacity (veh/h) - - 171 877 1017 -
HCM Lane V/C Ratio - - 0.535 0.187 0.259 -
HCM Control Delay (s/veh) - - 47.9 10 9.8 -
HCM Lane LOS - - E B A -
HCM 95th %tile Q(veh) - - 2.7 0.7 1 -

4.2-33
Timings Yorba Linda Housing Element Update (JN 15459)
8: Kellog Dr. & SR 90 WB Ramps 03/29/2024
Existing (2024) Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 3
Lane Group WBL WBR NBL NBT SBT
Lane Configurations
Traffic Volume (vph) 107 346 147 348 420
Future Volume (vph) 107 346 147 348 420
Turn Type Prot Prot Prot NA NA
Protected Phases 8 8 5 2 6
Permitted Phases
Detector Phase 8 8 5 2 6
Switch Phase
Minimum Initial (s) 4.0 4.0 5.0 10.0 10.0
Minimum Split (s) 22.0 22.0 9.6 23.0 23.0
Total Split (s) 22.0 22.0 15.0 38.0 23.0
Total Split (%) 36.7% 36.7% 25.0% 63.3% 38.3%
Yellow Time (s) 3.5 3.5 3.6 4.0 4.0
All-Red Time (s) 0.5 0.5 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.6 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 41.8
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 8: Kellog Dr. & SR 90 WB Ramps

4.2-34
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 8: Kellog Dr. & SR 90 WB Ramps 03/29/2024
Existing (2024) Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 107 0 346 147 348 0 0 420 59 Future Volume (veh/h) 0 0 0 107 0 346 147 348 0 0 420 59 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 110 0 162 152 359 0 0 433 55
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2
Cap, veh/h 289 0 258 204 1993 0 0 964 122
Arrive On Green 0.16 0.00 0.16 0.11 0.56 0.00 0.00 0.30 0.30 Sat Flow, veh/h 1781 0 1585 1781 3647 0 0 3258 400
Grp Volume(v), veh/h 110 0 162 152 359 0 0 242 246
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1777 0 0 1777 1787 Q Serve(g_s), s 1.8 0.0 3.1 2.7 1.6 0.0 0.0 3.6 3.6
Cycle Q Clear(g_c), s 1.8 0.0 3.1 2.7 1.6 0.0 0.0 3.6 3.6 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.22
Lane Grp Cap(c), veh/h 289 0 258 204 1993 0 0 541 545
V/C Ratio(X) 0.38 0.00 0.63 0.74 0.18 0.00 0.00 0.45 0.45 Avail Cap(c_a), veh/h 986 0 877 569 3605 0 0 983 989
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 12.2 0.0 12.7 13.9 3.5 0.0 0.0 9.1 9.1 Incr Delay (d2), s/veh 0.8 0.0 2.5 2.0 0.0 0.0 0.0 0.6 0.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 1.0 1.0 0.2 0.0 0.0 1.0 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 13.0 0.0 15.2 15.9 3.5 0.0 0.0 9.7 9.7 LnGrp LOS B B B A A A
Approach Vol, veh/h 272 511 488
Approach Delay, s/veh 14.3 7.2 9.7
Approach LOS B A A
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 23.2 8.3 14.9 9.3
Change Period (Y+Rc), s 5.0 4.6 5.0 4.0
Max Green Setting (Gmax), s 33.0 10.4 18.0 18.0
Max Q Clear Time (g_c+I1), s 3.6 4.7 5.6 5.1
Green Ext Time (p_c), s 2.5 0.1 2.3 0.7
Intersection Summary
HCM 7th Control Delay, s/veh 9.7
HCM 7th LOS A

4.2-35
Existing PM Thu Apr 4, 2024 13:48:56 Page 7-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Grandview Av. & Kellogg Dr.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.332
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 38 628 28 7 427 4 3 4 26 26 2 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 38 628 28 7 427 4 3 4 26 26 2 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 38 628 28 7 427 4 3 4 26 26 2 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 38 628 28 7 427 4 3 4 26 26 2 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 38 628 28 7 427 4 3 4 26 26 2 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.91 0.09 1.00 1.98 0.02 0.09 0.12 0.79 1.00 0.47 0.53 Final Sat.: 1700 3255 145 1700 3368 32 155 206 1339 1700 805 895 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.19 0.19 0.00 0.13 0.13 0.00 0.02 0.02 0.02 0.00 0.01 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-36
Existing PM Thu Apr 4, 2024 13:48:56 Page 8-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Plumosa Dr. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.375
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 35 0 17 0 0 0 0 767 45 26 575 31
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 0 17 0 0 0 0 767 45 26 575 31
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 0 17 0 0 0 0 767 45 26 575 31
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 0 17 0 0 0 0 767 45 26 575 31
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 0 17 0 0 0 0 767 45 26 575 31
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.89 0.11 1.00 1.90 0.10 Final Sat.: 1700 0 1700 0 0 0 0 3212 188 1700 3226 174
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.01 0.00 0.00 0.00 0.00 0.24 0.24 0.02 0.18 0.18 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-37
Existing PM Thu Apr 4, 2024 13:48:56 Page 9-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Lakeview Av. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.608
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 41 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 85 115 220 74 101 18 36 654 120 182 514 75
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 115 220 74 101 18 36 654 120 182 514 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 115 220 74 101 18 36 654 120 182 514 75
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 115 220 74 101 18 36 654 120 182 514 75 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 85 115 220 74 101 18 36 654 120 182 514 75 OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.69 0.31 1.00 1.75 0.25 Final Sat.: 1700 1700 1700 1700 1700 1700 1700 2873 527 1700 2967 433 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.07 0.13 0.04 0.06 0.01 0.02 0.23 0.23 0.11 0.17 0.17 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-38
Existing PM Thu Apr 4, 2024 13:48:56 Page 10-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Lakeview Av. & Lemon Dr.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.379
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Split Phase Split Phase Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 132 426 4 0 353 57 80 0 135 1 2 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 132 426 4 0 353 57 80 0 135 1 2 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 132 426 4 0 353 57 80 0 135 1 2 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 132 426 4 0 353 57 80 0 135 1 2 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 132 426 4 0 353 57 80 0 135 1 2 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.98 0.02 1.00 1.72 0.28 1.00 0.00 1.00 0.33 0.67 0.00 Final Sat.: 1700 3368 32 1700 2927 473 1700 0 1700 567 1133 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.13 0.13 0.00 0.12 0.12 0.05 0.00 0.08 0.00 0.00 0.00 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-39
Existing PM Thu Apr 4, 2024 13:48:56 Page 11-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Lakeview Av. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.626
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 42 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 160 233 248 168 285 142 196 1136 113 184 847 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 160 233 248 168 285 142 196 1136 113 184 847 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 160 233 248 168 285 142 196 1136 113 184 847 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 160 233 248 168 285 142 196 1136 113 184 847 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 160 233 248 168 285 142 196 1136 113 184 847 92 OvlAdjVol: 64
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 2.00 1.33 0.67 1.00 2.73 0.27 1.00 2.71 0.29 Final Sat.: 3400 3400 1700 3400 2269 1131 1700 4639 461 1700 4600 500 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.07 0.15 0.05 0.13 0.13 0.12 0.24 0.24 0.11 0.18 0.18 OvlAdjV/S: 0.04
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-40
Existing PM Thu Apr 4, 2024 13:48:56 Page 12-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Ohio St. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.393
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 39 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 0 0 1 0 0 1 1 0 2 1 0 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 2 0 0 17 0 19 17 1445 0 0 950 19
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 0 0 17 0 19 17 1445 0 0 950 19
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 0 0 17 0 19 17 1445 0 0 950 19
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 2 0 0 17 0 19 17 1445 0 0 950 19
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 0 0 17 0 19 17 1445 0 0 950 19
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.94 0.06 Final Sat.: 1700 0 0 1700 0 1700 1700 5100 0 0 5000 100 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.01 0.28 0.00 0.00 0.19 0.19 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-41
Existing PM Thu Apr 4, 2024 13:48:56 Page 13-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #15 Fairmont Bl. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.473
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 139 117 38 28 76 109 169 451 236 47 388 45
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 139 117 38 28 76 109 169 451 236 47 388 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 117 38 28 76 109 169 451 236 47 388 45
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 139 117 38 28 76 109 169 451 236 47 388 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 139 117 38 28 76 109 169 451 236 47 388 45 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.31 0.69 1.00 1.79 0.21 Final Sat.: 1700 3400 1700 1700 3400 1700 1700 2232 1168 1700 3047 353 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.03 0.02 0.02 0.02 0.06 0.10 0.20 0.20 0.03 0.13 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-42
Existing PM Thu Apr 4, 2024 13:48:56 Page 14-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #16 Fairmont Bl. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.548
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 1 1 0 1 0 1 0 2 1 0 3 0 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 176 110 37 122 141 192 272 999 215 31 717 63
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 110 37 122 141 192 272 999 215 31 717 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 110 37 122 141 192 272 999 215 31 717 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 176 110 37 122 141 192 272 999 215 31 717 63 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 110 37 122 141 192 272 999 215 31 717 63 OvlAdjVol: 0 127
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.50 0.50 1.00 1.00 2.00 1.00 3.00 1.00 1.00 2.76 0.24 Final Sat.: 3400 2544 856 1700 1700 3400 1700 5100 1700 1700 4688 412 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.04 0.04 0.07 0.08 0.06 0.16 0.20 0.13 0.02 0.15 0.15 OvlAdjV/S: 0.00 0.07
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-43
Existing PM Thu Apr 4, 2024 13:48:56 Page 15-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #17
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.852
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 81 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 1 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 348 1077 508 634 1189 29 47 747 489 383 185 309 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 348 1077 508 634 1189 29 47 747 489 383 185 309 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 348 1077 508 634 1189 29 47 747 489 383 185 309 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 348 1077 508 634 1189 29 47 747 489 383 185 309 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 348 1077 508 634 1189 29 47 747 489 383 185 309 OvlAdjVol: 262 315
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.72 1.28 2.00 2.93 0.07 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3400 4621 2179 3400 4979 121 3400 3400 1700 3400 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.23 0.23 0.19 0.24 0.24 0.01 0.22 0.29 0.11 0.05 0.18 OvlAdjV/S: 0.12 0.19
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-44
MITIG8 - Existing PM Wed Apr 10, 2024 10:43:09 Page 1-1 -------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #18 Yorba Linda Bl. & Savi Ranch Pkwy.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.755
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 58 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ignore Include Ovl Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 0 0 2 2 0 0 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 82 1270 552 384 1417 260 150 0 310 467 0 513
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 82 1270 552 384 1417 260 150 0 310 467 0 513 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 1270 0 384 1417 260 150 0 310 467 0 513
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 82 1270 0 384 1417 260 150 0 310 467 0 513 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 1270 0 384 1417 260 150 0 310 467 0 513 OvlAdjVol: 146 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 1700 5100 1700 1700 5100 1700 1700 0 3400 3400 0 3400 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.25 0.00 0.23 0.28 0.15 0.09 0.00 0.09 0.14 0.00 0.15 OvlAdjV/S: 0.04 0.00
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-45
Timings Yorba Linda Housing Element Update (JN 15459)
19: Weir Canyon Rd/Yorba Linda Bl. & SR-91 WB Ramps 03/29/2024 Existing (2024) Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 5
Lane Group WBL WBT WBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 540 0 724 1180 424 1558 636
Future Volume (vph) 540 0 724 1180 424 1558 636
Turn Type Split NA Perm NA Free NA Free
Protected Phases 4 4 2 6
Permitted Phases 4 Free Free
Detector Phase 4 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 15.0 15.0
Minimum Split (s) 10.5 10.5 10.5 23.8 23.8
Total Split (s) 31.0 31.0 31.0 49.0 49.0
Total Split (%) 38.8% 38.8% 38.8% 61.3% 61.3%
Yellow Time (s) 3.5 3.5 3.5 4.3 4.3
All-Red Time (s) 2.0 2.0 2.0 1.5 1.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.5 5.8 5.8
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Min C-Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 43.2 (54%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 19: Weir Canyon Rd/Yorba Linda Bl. & SR-91 WB Ramps

4.2-46
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 19: Weir Canyon Rd/Yorba Linda Bl. & SR-91 WB Ramps 03/29/2024 Existing (2024) Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 540 0 724 0 1180 424 0 1558 636 Future Volume (veh/h) 0 0 0 540 0 724 0 1180 424 0 1558 636 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 713 0 360 0 1192 0 0 1706 0
Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 2 2 0 2 2 0 2 2
Cap, veh/h 977 0 435 0 2984 0 3279
Arrive On Green 0.27 0.00 0.27 0.00 1.00 0.00 0.00 0.58 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 0 5611 1585
Grp Volume(v), veh/h 713 0 360 0 1192 0 0 1706 0
Grp Sat Flow(s),veh/h/ln 1781 0 1585 0 1702 1585 0 1870 1585 Q Serve(g_s), s 14.5 0.0 17.1 0.0 0.0 0.0 0.0 14.5 0.0
Cycle Q Clear(g_c), s 14.5 0.0 17.1 0.0 0.0 0.0 0.0 14.5 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 977 0 435 0 2984 0 3279
V/C Ratio(X) 0.73 0.00 0.83 0.00 0.40 0.00 0.52
Avail Cap(c_a), veh/h 1136 0 505 0 2984 0 3279
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.86 0.00 0.00 0.69 0.00 Uniform Delay (d), s/veh 26.3 0.0 27.3 0.0 0.0 0.0 0.0 9.9 0.0 Incr Delay (d2), s/veh 2.2 0.0 10.1 0.0 0.3 0.0 0.0 0.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 0.0 7.4 0.0 0.1 0.0 0.0 5.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.5 0.0 37.4 0.0 0.3 0.0 0.0 10.3 0.0 LnGrp LOS C D A B
Approach Vol, veh/h 1073 1192 1706
Approach Delay, s/veh 31.5 0.3 10.3
Approach LOS C A B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 52.6 27.4 52.6
Change Period (Y+Rc), s 5.8 5.5 5.8
Max Green Setting (Gmax), s 43.2 25.5 43.2
Max Q Clear Time (g_c+I1), s 2.0 19.1 16.5
Green Ext Time (p_c), s 10.3 2.9 14.4
Intersection Summary
HCM 7th Control Delay, s/veh 13.1
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

4.2-47
Timings Yorba Linda Housing Element Update (JN 15459)
20: Weir Canyon Rd & SR-91 EB Ramps 03/29/2024
Existing (2024) Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 7
Lane Group EBL EBT EBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 281 0 613 1323 818 1745 353
Future Volume (vph) 281 0 613 1323 818 1745 353
Turn Type Split NA Prot NA Free NA Free
Protected Phases 4 4 4 2 6
Permitted Phases Free Free
Detector Phase 4 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 15.0 15.0
Minimum Split (s) 11.0 11.0 11.0 23.8 27.8
Total Split (s) 33.0 33.0 33.0 47.0 47.0
Total Split (%) 41.3% 41.3% 41.3% 58.8% 58.8%
Yellow Time (s) 3.5 3.5 3.5 4.3 4.3
All-Red Time (s) 2.5 2.5 2.5 1.5 1.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 6.0 5.8 5.8
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Min C-Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 41.2 (52%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50
Control Type: Actuated-Coordinated
Splits and Phases: 20: Weir Canyon Rd & SR-91 EB Ramps

4.2-48
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 20: Weir Canyon Rd & SR-91 EB Ramps 03/29/2024
Existing (2024) Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 281 0 613 0 0 0 0 1323 818 0 1745 353 Future Volume (veh/h) 281 0 613 0 0 0 0 1323 818 0 1745 353 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 195 0 619 0 1378 0 0 1818 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 0 2 2 0 2 2
Cap, veh/h 439 0 781 0 3095 0 3095
Arrive On Green 0.25 0.00 0.25 0.00 0.61 0.00 0.00 1.00 0.00 Sat Flow, veh/h 1781 0 3170 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 195 0 619 0 1378 0 0 1818 0
Grp Sat Flow(s),veh/h/ln 1781 0 1585 0 1702 1585 0 1702 1585 Q Serve(g_s), s 7.4 0.0 14.6 0.0 11.6 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 7.4 0.0 14.6 0.0 11.6 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 439 0 781 0 3095 0 3095
V/C Ratio(X) 0.44 0.00 0.79 0.00 0.45 0.00 0.59
Avail Cap(c_a), veh/h 601 0 1070 0 3095 0 3095
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.64 0.00 Uniform Delay (d), s/veh 25.5 0.0 28.2 0.0 8.5 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 3.2 0.0 0.5 0.0 0.0 0.5 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 0.0 5.7 0.0 3.5 0.0 0.0 0.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 26.4 0.0 31.5 0.0 9.0 0.0 0.0 0.5 0.0 LnGrp LOS C C A A
Approach Vol, veh/h 814 1378 1818
Approach Delay, s/veh 30.2 9.0 0.5
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 54.3 25.7 54.3
Change Period (Y+Rc), s 5.8 6.0 5.8
Max Green Setting (Gmax), s 41.2 27.0 41.2
Max Q Clear Time (g_c+I1), s 13.6 16.6 2.0
Green Ext Time (p_c), s 18.3 3.1 30.5
Intersection Summary
HCM 7th Control Delay, s/veh 9.5
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

4.2-49
Existing PM Thu Apr 4, 2024 13:48:56 Page 17-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
Existing (2024)
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #21 Gypsum Canyon Rd. & La Palma Av.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.671
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 47 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1! 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 90 3 71 1 18 18 28 439 842 109 183 2
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 3 71 1 18 18 28 439 842 109 183 2
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 3 71 1 18 18 28 439 842 109 183 2
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 90 3 71 1 18 18 28 439 842 109 183 2
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 3 71 1 18 18 28 439 842 109 183 2
OvlAdjVol: 787
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.65 0.05 1.30 0.05 0.95 1.00 1.00 1.00 1.00 1.00 1.98 0.02 Final Sat.: 2799 93 2208 89 1611 1700 1700 1700 1700 1700 3363 37 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.03 0.01 0.01 0.01 0.02 0.26 0.50 0.06 0.05 0.05 OvlAdjV/S: 0.46
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

4.2-50
Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
APPENDIX 4.3: EXISTING (2024) CONDITIONS TRAFFIC SIGNAL

WARRANT ANALYSIS WORKSHEETS

Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
This Page Intentionally Left Blank

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = Existing (2024) Conditions - Weekday AM Peak Hour Major Street Name = Lakeview Avenue Total of Both Approaches (VPH) = 1166 Number of Approach Lanes on Major Street = 2
Minor Street Name = Buena Vista Avenue High Volume Approach (VPH) = 365 Number of Approach Lanes On Minor Street = 1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane WARRANTED FOR A SIGNAL 1166
365
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Higher-Volume Approach (VPH) Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

4.3-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = Existing (2024) Conditions - Weekday AM Peak Hour Major Street Name = Kellogg Drive Total of Both Approaches (VPH) = 1293 Number of Approach Lanes on Major Street = 2
Minor Street Name = SR 90 EB ramps High Volume Approach (VPH) = 282 Number of Approach Lanes On Minor Street = 2
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane WARRANTED FOR A SIGNAL 1293
282
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Higher-Volume Approach (VPH) Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

4.3-2
Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
APPENDIX 5.1: POST PROCESSING WORKSHEETS FOR HORIZON YEAR (2045) WITHOUT PROJECT

Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
This Page Intentionally Left Blank

Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Rose Dr. & Imperial Hwy.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 162 170 8 5% 190 224 34 18%
BOUND Through 156 209 53 34% 313 357 44 14%
Right 144 149 5 3% 116 138 22 19%
NB Total 462 528 66 14% 619 719 100 16%
SOUTH Left 754 858 104 14% 825 864 39 5%
BOUND Through 448 528 80 18% 345 382 37 11%
Right 20 23 3 15% 24 25 1 4%
SB Total 1,222 1,409 187 15% 1,194 1,271 77 6%
EAST Left 31 43 12 39% 30 29 -1 -3%
BOUND Through 1,159 1,233 74 6% 1,201 1,208 7 1%
Right 185 204 19 10% 192 204 12 6%
EB Total 1,375 1,480 105 8% 1,423 1,441 18 1%
WEST Left 204 209 5 2% 171 203 32 19%
BOUND Through 1,085 1,087 2 0% 946 1,051 105 11%
Right 506 648 142 28% 684 734 50 7%
WB Total 1,795 1,944 149 8% 1,801 1,988 187 10%
TOTAL ENTERING VOLUME 4,854 5,361 507 10% 5,037 5,419 382 8%

AM PM AM PM ADT
North Leg Inbound 1,409 1,271
North Leg Outbound 900 1,120
North Leg TOTAL 2,309 2,391 7% 7% 32,128
South Leg Inbound 528 719
South Leg Outbound 941 789
South Leg TOTAL 1,469 1,508 8% 9% 17,381
East Leg Inbound 1,944 1,988
East Leg Outbound 2,240 2,210
East Leg TOTAL 4,184 4,198 9% 9% 47,888
West Leg Inbound 1,480 1,441
West Leg Outbound 1,280 1,300
West Leg TOTAL 2,760 2,741 9% 9% 30,906
OVERALL TOTAL 10,722 10,838 8% 8% 128,304
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-1_Rose Dr. & Imperial Highway.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-1
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Imperial Hwy. & Bastanchury Rd.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 330 317 -13 -4% 273 309 36 13%
BOUND Through 1,182 1,180 -2 0% 1,221 1,376 155 13%
Right 3 4 1 33% 4 6 2 50%
NB Total 1,515 1,501 -14 -1% 1,498 1,691 193 13%
SOUTH Left 264 284 20 8% 472 566 94 20%
BOUND Through 1,470 1,630 160 11% 1,453 1,471 18 1%
Right 2 2 0 0% 4 4 0 0%
SB Total 1,736 1,916 180 10% 1,929 2,041 112 6%
EAST Left 28 27 -1 -4% 22 19 -3 -14%
BOUND Through 291 323 32 11% 433 478 45 10%
Right 376 430 54 14% 360 336 -24 -7%
EB Total 695 780 85 12% 815 833 18 2%
WEST Left 0 0 0 #DIV/0! 11 13 2 18%
BOUND Through 490 561 71 14% 317 348 31 10%
Right 574 683 109 19% 371 405 34 9%
WB Total 1,064 1,244 180 17% 699 766 67 10%
TOTAL ENTERING VOLUME 5,010 5,441 431 9% 4,941 5,331 390 8%

AM PM AM PM ADT
North Leg Inbound 1,916 2,041
North Leg Outbound 1,890 1,800
North Leg TOTAL 3,806 3,841 9% 9% 43,778
South Leg Inbound 1,501 1,691
South Leg Outbound 2,060 1,820
South Leg TOTAL 3,561 3,511 9% 9% 39,775
East Leg Inbound 1,244 766
East Leg Outbound 611 1,050
East Leg TOTAL 1,855 1,816 8% 8% 22,406
West Leg Inbound 780 833
West Leg Outbound 880 661
West Leg TOTAL 1,660 1,494 10% 9% 17,120
OVERALL TOTAL 10,882 10,662 9% 9% 123,080
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-3_Imperial Highway & Bastanchury Rd..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-2
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Imperial Hwy. & Yorba Linda Bl.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 335 386 51 15% 302 337 35 12%
BOUND Through 966 1,061 95 10% 894 1,051 157 18%
Right 244 263 19 8% 173 157 -16 -9%
NB Total 1,545 1,710 165 11% 1,369 1,545 176 13%
SOUTH Left 392 397 5 1% 609 546 -63 -10%
BOUND Through 1,139 1,286 147 13% 1,054 1,136 82 8%
Right 53 57 4 8% 64 71 7 11%
SB Total 1,584 1,740 156 10% 1,727 1,753 26 2%
EAST Left 43 45 2 5% 116 137 21 18%
BOUND Through 419 426 7 2% 644 587 -57 -9%
Right 318 360 42 13% 338 370 32 9%
EB Total 780 831 51 7% 1,098 1,094 -4 0%
WEST Left 176 168 -8 -5% 166 164 -2 -1%
BOUND Through 581 531 -50 -9% 524 532 8 2%
Right 449 391 -58 -13% 413 442 29 7%
WB Total 1,206 1,090 -116 -10% 1,103 1,138 35 3%
TOTAL ENTERING VOLUME 5,115 5,371 256 5% 5,297 5,530 233 4%

AM PM AM PM ADT
North Leg Inbound 1,740 1,753
North Leg Outbound 1,497 1,630
North Leg TOTAL 3,237 3,383 9% 9% 37,921
South Leg Inbound 1,710 1,545
South Leg Outbound 1,814 1,670
South Leg TOTAL 3,524 3,215 10% 9% 36,448
East Leg Inbound 1,090 1,138
East Leg Outbound 1,086 1,290
East Leg TOTAL 2,176 2,428 9% 10% 23,888
West Leg Inbound 831 1,094
West Leg Outbound 974 940
West Leg TOTAL 1,805 2,034 9% 10% 21,034
OVERALL TOTAL 10,742 11,060 9% 9% 119,292
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-5_Imperial Highway & Yorba Linda Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-3
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Lakeview Av. & Buena Vista Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 57 52 -5 -9% 94 115 21 22%
BOUND Through 276 316 40 14% 436 683 247 57%
Right 52 44 -8 -15% 51 52 1 2%
NB Total 385 412 27 7% 581 850 269 46%
SOUTH Left 54 83 29 54% 32 27 -5 -16%
BOUND Through 631 844 213 34% 447 517 70 16%
Right 96 160 64 67% 143 145 2 1%
SB Total 781 1,087 306 39% 622 689 67 11%
EAST Left 179 234 55 31% 220 232 12 5%
BOUND Through 98 94 -4 -4% 77 53 -24 -31%
Right 88 73 -15 -17% 91 86 -5 -5%
EB Total 365 401 36 10% 388 371 -17 -4%
WEST Left 87 54 -33 -38% 33 36 3 9%
BOUND Through 124 97 -27 -22% 77 74 -3 -4%
Right 80 79 -1 -1% 48 59 11 23%
WB Total 291 230 -61 -21% 158 169 11 7%
TOTAL ENTERING VOLUME 1,822 2,130 308 17% 1,749 2,079 330 19%

AM PM AM PM ADT
North Leg Inbound 1,087 689
North Leg Outbound 629 974
North Leg TOTAL 1,716 1,663 10% 9% 17,586
South Leg Inbound 412 850
South Leg Outbound 971 639
South Leg TOTAL 1,383 1,489 10% 10% 14,418
East Leg Inbound 230 169
East Leg Outbound 221 132
East Leg TOTAL 451 301 17% 11% 2,632
West Leg Inbound 401 371
West Leg Outbound 309 334
West Leg TOTAL 710 705 10% 10% 7,095
OVERALL TOTAL 4,260 4,158 10% 10% 41,730
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-6_Lakeview Av. & Buena Vista Av..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-4
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Kellogg Dr. & SR-90 SB Ramps
FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 382 383 1 0% 407 395 -12 -3%
Right 165 201 36 22% 118 109 -9 -8%
NB Total 547 584 37 7% 525 504 -21 -4%
SOUTH Left 304 439 135 44% 253 251 -2 -1%
BOUND Through 442 415 -27 -6% 274 242 -32 -12%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SB Total 746 854 108 14% 527 493 -34 -6%
EAST Left 31 37 6 19% 88 105 17 19%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 251 235 -16 -6% 157 158 1 1%
EB Total 282 272 -10 -4% 245 263 18 7%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
TOTAL ENTERING VOLUME 1,575 1,710 135 9% 1,297 1,260 -37 -3%

AM PM AM PM ADT
North Leg Inbound 854 493
North Leg Outbound 420 500
North Leg TOTAL 1,274 993 14% 11% 9,412
South Leg Inbound 584 504
South Leg Outbound 650 400
South Leg TOTAL 1,234 904 14% 10% 8,947
East Leg Inbound 0 0
East Leg Outbound 640 360
East Leg TOTAL 640 360 17% 10% 3,677
West Leg Inbound 272 263
West Leg Outbound 0 0
West Leg TOTAL 272 263 11% 10% 2,518
OVERALL TOTAL 3,420 2,520 14% 10% 24,553
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-7_Imperial Highway SB Ramps & Kellogg Dr..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-5
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: SR-90 NB Ramps & Kellogg Dr.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 160 180 20 13% 147 137 -10 -7%
BOUND Through 253 244 -9 -4% 348 374 26 7%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 413 424 11 3% 495 511 16 3%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 632 763 131 21% 420 395 -25 -6%
Right 66 110 44 67% 59 63 4 7%
SB Total 698 873 175 25% 479 458 -21 -4%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WEST Left 114 87 -27 -24% 107 95 -12 -11%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 285 256 -29 -10% 346 406 60 17%
WB Total 399 343 -56 -14% 453 501 48 11%
TOTAL ENTERING VOLUME 1,510 1,640 130 9% 1,427 1,470 43 3%

AM PM AM PM ADT
North Leg Inbound 873 458
North Leg Outbound 500 780
North Leg TOTAL 1,373 1,238 13% 11% 10,846
South Leg Inbound 424 511
South Leg Outbound 850 490
South Leg TOTAL 1,274 1,001 14% 11% 9,402
East Leg Inbound 343 501
East Leg Outbound 0 0
East Leg TOTAL 343 501 9% 13% 3,748
West Leg Inbound 0 0
West Leg Outbound 290 200
West Leg TOTAL 290 200 15% 11% 1,904
OVERALL TOTAL 3,280 2,940 13% 11% 25,899
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-8_Imperial Highway NB Ramps & Kellogg Dr..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-6
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Lakeview Av. & Bastanchury Rd.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 107 118 11 10% 85 88 3 4%
BOUND Through 54 55 1 2% 115 109 -6 -5%
Right 189 177 -12 -6% 220 225 5 2%
NB Total 350 350 0 0% 420 422 2 0%
SOUTH Left 108 111 3 3% 74 71 -3 -4%
BOUND Through 149 148 -1 -1% 101 92 -9 -9%
Right 34 41 7 21% 18 18 0 0%
SB Total 291 300 9 3% 193 181 -12 -6%
EAST Left 29 33 4 14% 36 39 3 8%
BOUND Through 467 482 15 3% 654 754 100 15%
Right 145 144 -1 -1% 120 131 11 9%
EB Total 641 659 18 3% 810 924 114 14%
WEST Left 237 248 11 5% 182 177 -5 -3%
BOUND Through 691 881 190 27% 514 535 21 4%
Right 69 82 13 19% 75 72 -3 -4%
WB Total 997 1,211 214 21% 771 784 13 2%
TOTAL ENTERING VOLUME 2,279 2,520 241 11% 2,194 2,311 117 5%

AM PM AM PM ADT
North Leg Inbound 300 181
North Leg Outbound 170 220
North Leg TOTAL 470 401 11% 9% 4,298
South Leg Inbound 350 422
South Leg Outbound 540 400
South Leg TOTAL 890 822 10% 9% 9,243
East Leg Inbound 1,211 784
East Leg Outbound 770 1,050
East Leg TOTAL 1,981 1,834 9% 9% 21,229
West Leg Inbound 659 924
West Leg Outbound 1,040 641
West Leg TOTAL 1,699 1,565 9% 8% 18,510
OVERALL TOTAL 5,040 4,622 9% 9% 53,280
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-11_Lakeview Av. & Bastanchury Rd..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-7
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Lakeview Av. & Yorba Linda Bl.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 158 157 -1 -1% 160 210 50 31%
BOUND Through 208 249 41 20% 233 318 85 36%
Right 231 259 28 12% 248 312 64 26%
NB Total 597 665 68 11% 641 840 199 31%
SOUTH Left 101 98 -3 -3% 168 170 2 1%
BOUND Through 315 419 104 33% 285 340 55 19%
Right 99 85 -14 -14% 142 150 8 6%
SB Total 515 602 87 17% 595 660 65 11%
EAST Left 166 171 5 3% 196 188 -8 -4%
BOUND Through 653 633 -20 -3% 1,136 1,004 -132 -12%
Right 221 294 73 33% 113 118 5 4%
EB Total 1,040 1,098 58 6% 1,445 1,310 -135 -9%
WEST Left 322 446 124 39% 184 204 20 11%
BOUND Through 959 858 -101 -11% 847 832 -15 -2%
Right 84 90 6 7% 92 94 2 2%
WB Total 1,365 1,394 29 2% 1,123 1,130 7 1%
TOTAL ENTERING VOLUME 3,517 3,759 242 7% 3,804 3,940 136 4%

AM PM AM PM ADT
North Leg Inbound 602 660
North Leg Outbound 510 600
North Leg TOTAL 1,112 1,260 8% 9% 14,219
South Leg Inbound 665 840
South Leg Outbound 1,159 662
South Leg TOTAL 1,824 1,502 11% 9% 16,137
East Leg Inbound 1,394 1,130
East Leg Outbound 990 1,486
East Leg TOTAL 2,384 2,616 9% 10% 26,811
West Leg Inbound 1,098 1,310
West Leg Outbound 1,100 1,192
West Leg TOTAL 2,198 2,502 9% 10% 24,502
OVERALL TOTAL 7,518 7,880 9% 10% 81,669
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-13_Lakeview Av. & Yorba Linda Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-8
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Ohio St. & Yorba Linda Bl.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 1 0 -1 -100% 2 0 -2 -100%
BOUND Through 1 0 -1 -100% 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 2 0 -2 -100% 2 0 -2 -100%
SOUTH Left 21 23 2 10% 17 24 7 41%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 30 17 -13 -43% 19 16 -3 -16%
SB Total 51 40 -11 -22% 36 40 4 11%
EAST Left 17 10 -7 -41% 17 14 -3 -18%
BOUND Through 776 799 23 3% 1,445 1,416 -29 -2%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 793 809 16 2% 1,462 1,430 -32 -2%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,185 1,190 5 0% 950 934 -16 -2%
Right 30 31 1 3% 19 26 7 37%
WB Total 1,215 1,221 6 0% 969 960 -9 -1%
TOTAL ENTERING VOLUME 2,061 2,070 9 0% 2,469 2,430 -39 -2%

AM PM AM PM ADT
North Leg Inbound 40 40
North Leg Outbound 41 40
North Leg TOTAL 81 80 12% 12% 668
South Leg Inbound 0 0
South Leg Outbound 0 0
South Leg TOTAL 0 0 0% 0% 20
East Leg Inbound 1,221 960
East Leg Outbound 822 1,440
East Leg TOTAL 2,043 2,400 8% 9% 25,760
West Leg Inbound 809 1,430
West Leg Outbound 1,207 950
West Leg TOTAL 2,016 2,380 8% 10% 24,473
OVERALL TOTAL 4,140 4,860 8% 10% 50,920
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-14_Ohio St. & Yorba Linda Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-9
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Fairmont Bl. & Bastanchury Rd.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 162 213 51 31% 139 167 28 20%
BOUND Through 104 114 10 10% 117 142 25 21%
Right 42 44 2 5% 38 41 3 8%
NB Total 308 371 63 20% 294 350 56 19%
SOUTH Left 36 36 0 0% 28 27 -1 -4%
BOUND Through 220 244 24 11% 76 80 4 5%
Right 213 263 50 23% 109 114 5 5%
SB Total 469 543 74 16% 213 221 8 4%
EAST Left 100 102 2 2% 169 189 20 12%
BOUND Through 319 310 -9 -3% 451 450 -1 0%
Right 165 181 16 10% 236 260 24 10%
EB Total 584 593 9 2% 856 899 43 5%
WEST Left 130 125 -5 -4% 47 46 -1 -2%
BOUND Through 488 524 36 7% 388 380 -8 -2%
Right 16 14 -2 -13% 45 45 0 0%
WB Total 634 663 29 5% 480 471 -9 -2%
TOTAL ENTERING VOLUME 1,995 2,170 175 9% 1,843 1,941 98 5%

AM PM AM PM ADT
North Leg Inbound 543 221
North Leg Outbound 230 376
North Leg TOTAL 773 597 12% 9% 6,554
South Leg Inbound 371 350
South Leg Outbound 550 386
South Leg TOTAL 921 736 11% 9% 8,102
East Leg Inbound 663 471
East Leg Outbound 390 518
East Leg TOTAL 1,053 989 10% 10% 10,410
West Leg Inbound 593 899
West Leg Outbound 1,000 661
West Leg TOTAL 1,593 1,560 9% 9% 18,219
OVERALL TOTAL 4,340 3,882 10% 9% 43,285
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-15_Fairmont Bl. & Bastanchury Rd..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-10
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Fairmont Bl. & Yorba Linda Bl.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 283 309 26 9% 176 198 22 13%
BOUND Through 214 238 24 11% 110 164 54 49%
Right 76 93 17 22% 37 58 21 57%
NB Total 573 640 67 12% 323 420 97 30%
SOUTH Left 108 123 15 14% 122 134 12 10%
BOUND Through 179 221 42 23% 141 183 42 30%
Right 323 326 3 1% 192 152 -40 -21%
SB Total 610 670 60 10% 455 469 14 3%
EAST Left 197 173 -24 -12% 272 254 -18 -7%
BOUND Through 593 574 -19 -3% 999 972 -27 -3%
Right 154 163 9 6% 215 248 33 15%
EB Total 944 910 -34 -4% 1,486 1,474 -12 -1%
WEST Left 63 76 13 21% 31 51 20 65%
BOUND Through 767 755 -12 -2% 717 713 -4 -1%
Right 68 68 0 0% 63 83 20 32%
WB Total 898 899 1 0% 811 847 36 4%
TOTAL ENTERING VOLUME 3,025 3,119 94 3% 3,075 3,210 135 4%

AM PM AM PM ADT
North Leg Inbound 670 469
North Leg Outbound 479 501
North Leg TOTAL 1,149 970 10% 9% 11,059
South Leg Inbound 640 420
South Leg Outbound 460 482
South Leg TOTAL 1,100 902 6% 5% 17,830
East Leg Inbound 899 847
East Leg Outbound 790 1,164
East Leg TOTAL 1,689 2,011 8% 9% 21,619
West Leg Inbound 910 1,474
West Leg Outbound 1,390 1,063
West Leg TOTAL 2,300 2,537 9% 10% 25,442
OVERALL TOTAL 6,238 6,420 8% 8% 75,949
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-16_Fairmont Bl. & Yorba Linda Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-11
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Yorba Linda Bl. & La Palma Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 426 501 75 18% 348 316 -32 -9%
BOUND Through 859 881 22 3% 1,077 1,015 -62 -6%
Right 221 134 -87 -39% 508 391 -117 -23%
NB Total 1,506 1,516 10 1% 1,933 1,722 -211 -11%
SOUTH Left 309 366 57 18% 634 697 63 10%
BOUND Through 1,137 1,058 -79 -7% 1,189 1,113 -76 -6%
Right 79 182 103 130% 29 38 9 31%
SB Total 1,525 1,606 81 5% 1,852 1,848 -4 0%
EAST Left 49 107 58 118% 47 72 25 53%
BOUND Through 125 160 35 28% 747 929 182 24%
Right 301 303 2 1% 489 518 29 6%
EB Total 475 570 95 20% 1,283 1,519 236 18%
WEST Left 209 108 -101 -48% 383 315 -68 -18%
BOUND Through 263 337 74 28% 185 211 26 14%
Right 485 543 58 12% 309 365 56 18%
WB Total 957 988 31 3% 877 891 14 2%
TOTAL ENTERING VOLUME 4,463 4,680 217 5% 5,945 5,980 35 1%

AM PM AM PM ADT
North Leg Inbound 1,606 1,848
North Leg Outbound 1,531 1,452
North Leg TOTAL 3,137 3,300 9% 9% 35,197
South Leg Inbound 1,516 1,722
South Leg Outbound 1,469 1,946
South Leg TOTAL 2,985 3,668 9% 11% 34,032
East Leg Inbound 988 891
East Leg Outbound 660 2,017
East Leg TOTAL 1,648 2,908 5% 10% 30,558
West Leg Inbound 570 1,519
West Leg Outbound 1,020 565
West Leg TOTAL 1,590 2,084 7% 9% 24,375
OVERALL TOTAL 9,360 11,960 8% 10% 124,162
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-17_Yorba Linda Bl. & La Palma Av.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-12
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Weir Canyon Rd. & SR-91 WB Ramps
FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,416 1,405 -11 -1% 1,180 1,191 11 1%
Right 538 530 -8 -1% 424 420 -4 -1%
NB Total 1,954 1,935 -19 -1% 1,604 1,611 7 0%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,283 1,231 -52 -4% 1,558 1,542 -16 -1%
Right 366 350 -16 -4% 636 610 -26 -4%
SB Total 1,649 1,581 -68 -4% 2,194 2,152 -42 -2%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WEST Left 335 349 14 4% 540 668 128 24%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 613 615 2 0% 724 589 -135 -19%
WB Total 948 964 16 2% 1,264 1,257 -7 -1%
TOTAL ENTERING VOLUME 4,551 4,480 -71 -2% 5,062 5,020 -42 -1%

AM PM AM PM ADT
North Leg Inbound 1,581 2,152
North Leg Outbound 2,020 1,780
North Leg TOTAL 3,601 3,932 10% 11% 37,100
South Leg Inbound 1,935 1,611
South Leg Outbound 1,580 2,210
South Leg TOTAL 3,515 3,821 10% 11% 35,999
East Leg Inbound 964 1,257
East Leg Outbound 530 420
East Leg TOTAL 1,494 1,677 8% 9% 18,053
West Leg Inbound 0 0
West Leg Outbound 350 610
West Leg TOTAL 350 610 7% 12% 5,287
OVERALL TOTAL 8,960 10,040 9% 10% 96,440
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-19_Weir Canyon Rd. & SR-91 WB Ramps.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-13
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Weir Canyon Rd. & SR-91 EB Ramps
FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,317 1,371 54 4% 1,323 1,385 62 5%
Right 600 536 -64 -11% 818 737 -81 -10%
NB Total 1,917 1,907 -10 -1% 2,141 2,122 -19 -1%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 838 885 47 6% 1,745 1,904 159 9%
Right 780 698 -82 -11% 353 313 -40 -11%
SB Total 1,618 1,583 -35 -2% 2,098 2,217 119 6%
EAST Left 637 540 -97 -15% 281 241 -40 -14%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 565 520 -45 -8% 613 550 -63 -10%
EB Total 1,202 1,060 -142 -12% 894 791 -103 -12%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
TOTAL ENTERING VOLUME 4,737 4,550 -187 -4% 5,133 5,130 -3 0%

AM PM AM PM ADT
North Leg Inbound 1,583 2,217
North Leg Outbound 1,911 1,626
North Leg TOTAL 3,494 3,843 10% 11% 35,801
South Leg Inbound 1,907 2,122
South Leg Outbound 1,405 2,454
South Leg TOTAL 3,312 4,576 7% 10% 46,080
East Leg Inbound 0 0
East Leg Outbound 536 737
East Leg TOTAL 536 737 7% 10% 7,529
West Leg Inbound 1,060 791
West Leg Outbound 698 313
West Leg TOTAL 1,758 1,104 16% 10% 10,996
OVERALL TOTAL 9,100 10,260 9% 10% 100,405
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-20_Weir Canyon Rd. & SR-91 EB Ramps.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-14
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) Without Project Analyst: JB Date: 4/1/24
LOCATION: Gypsum Canyon Rd. & La Palma Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 172 197 25 15% 90 90 0 0%
BOUND Through 4 4 0 0% 3 3 0 0%
Right 100 108 8 8% 71 67 -4 -6%
NB Total 276 309 33 12% 164 160 -4 -2%
SOUTH Left 8 8 0 0% 1 1 0 0%
BOUND Through 11 12 1 9% 18 20 2 11%
Right 19 21 2 11% 18 19 1 6%
SB Total 38 41 3 8% 37 40 3 8%
EAST Left 7 7 0 0% 28 26 -2 -7%
BOUND Through 99 104 5 5% 439 432 -7 -2%
Right 198 208 10 5% 842 882 40 5%
EB Total 304 319 15 5% 1,309 1,340 31 2%
WEST Left 366 360 -6 -2% 109 108 -1 -1%
BOUND Through 307 321 14 5% 183 180 -3 -2%
Right 9 9 0 0% 2 2 0 0%
WB Total 682 690 8 1% 294 290 -4 -1%
TOTAL ENTERING VOLUME 1,300 1,359 59 5% 1,804 1,830 26 1%

AM PM AM PM ADT
North Leg Inbound 41 40
North Leg Outbound 20 31
North Leg TOTAL 61 71 8% 9% 772
South Leg Inbound 309 160
South Leg Outbound 580 1,010
South Leg TOTAL 889 1,170 7% 9% 12,450
East Leg Inbound 690 290
East Leg Outbound 220 500
East Leg TOTAL 910 790 10% 9% 8,685
West Leg Inbound 319 1,340
West Leg Outbound 539 289
West Leg TOTAL 858 1,629 5% 9% 18,077
OVERALL TOTAL 2,718 3,660 7% 9% 39,983
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 NP\[Int-21_Gypsum Canyon Rd. & La Palma Av.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.1-15
Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
This Page Intentionally Left Blank

Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
APPENDIX 5.2: POST PROCESSING WORKSHEETS FOR HORIZON YEAR (2045) WITH PROJECT

Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
This Page Intentionally Left Blank

Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Rose Dr. & Imperial Hwy.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 162 167 5 3% 190 229 39 21%
BOUND Through 156 214 58 37% 313 363 50 16%
Right 144 155 11 8% 116 157 41 35%
NB Total 462 536 74 16% 619 749 130 21%
SOUTH Left 754 828 74 10% 825 893 68 8%
BOUND Through 448 528 80 18% 345 398 53 15%
Right 20 21 1 5% 24 23 -1 -4%
SB Total 1,222 1,377 155 13% 1,194 1,314 120 10%
EAST Left 31 42 11 35% 30 26 -4 -13%
BOUND Through 1,159 1,227 68 6% 1,201 1,221 20 2%
Right 185 210 25 14% 192 208 16 8%
EB Total 1,375 1,479 104 8% 1,423 1,455 32 2%
WEST Left 204 232 28 14% 171 224 53 31%
BOUND Through 1,085 1,102 17 2% 946 1,038 92 10%
Right 506 684 178 35% 684 721 37 5%
WB Total 1,795 2,018 223 12% 1,801 1,983 182 10%
TOTAL ENTERING VOLUME 4,854 5,410 556 11% 5,037 5,501 464 9%

AM PM AM PM ADT
North Leg Inbound 1,377 1,314
North Leg Outbound 940 1,110
North Leg TOTAL 2,317 2,424 7% 7% 32,398
South Leg Inbound 536 749
South Leg Outbound 970 830
South Leg TOTAL 1,506 1,579 8% 9% 18,147
East Leg Inbound 2,018 1,983
East Leg Outbound 2,210 2,271
East Leg TOTAL 4,228 4,254 9% 9% 49,180
West Leg Inbound 1,479 1,455
West Leg Outbound 1,290 1,290
West Leg TOTAL 2,769 2,745 9% 9% 31,202
OVERALL TOTAL 10,820 11,002 8% 8% 130,927
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-1_Rose Dr. & Imperial Highway.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-1
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Imperial Hwy. & Bastanchury Rd.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 330 326 -4 -1% 273 307 34 12%
BOUND Through 1,182 1,180 -2 0% 1,221 1,358 137 11%
Right 3 3 0 0% 4 6 2 50%
NB Total 1,515 1,509 -6 0% 1,498 1,671 173 12%
SOUTH Left 264 269 5 2% 472 576 104 22%
BOUND Through 1,470 1,605 135 9% 1,453 1,471 18 1%
Right 2 2 0 0% 4 4 0 0%
SB Total 1,736 1,876 140 8% 1,929 2,051 122 6%
EAST Left 28 28 0 0% 22 19 -3 -14%
BOUND Through 291 313 22 8% 433 488 55 13%
Right 376 434 58 15% 360 336 -24 -7%
EB Total 695 775 80 12% 815 843 28 3%
WEST Left 0 0 0 #DIV/0! 11 13 2 18%
BOUND Through 490 591 101 21% 317 340 23 7%
Right 574 699 125 22% 371 393 22 6%
WB Total 1,064 1,290 226 21% 699 746 47 7%
TOTAL ENTERING VOLUME 5,010 5,450 440 9% 4,941 5,311 370 7%

AM PM AM PM ADT
North Leg Inbound 1,876 2,051
North Leg Outbound 1,907 1,770
North Leg TOTAL 3,783 3,821 9% 9% 43,725
South Leg Inbound 1,509 1,671
South Leg Outbound 2,039 1,820
South Leg TOTAL 3,548 3,491 9% 9% 39,657
East Leg Inbound 1,290 746
East Leg Outbound 585 1,070
East Leg TOTAL 1,875 1,816 8% 8% 22,791
West Leg Inbound 775 843
West Leg Outbound 919 651
West Leg TOTAL 1,694 1,494 10% 8% 17,592
OVERALL TOTAL 10,900 10,622 9% 9% 123,765
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-3_Imperial Highway & Bastanchury Rd..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-2
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Imperial Hwy. & Yorba Linda Bl.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 335 379 44 13% 302 339 37 12%
BOUND Through 966 1,043 77 8% 894 1,047 153 17%
Right 244 257 13 5% 173 159 -14 -8%
NB Total 1,545 1,679 134 9% 1,369 1,545 176 13%
SOUTH Left 392 397 5 1% 609 553 -56 -9%
BOUND Through 1,139 1,276 137 12% 1,054 1,128 74 7%
Right 53 58 5 9% 64 71 7 11%
SB Total 1,584 1,731 147 9% 1,727 1,752 25 1%
EAST Left 43 45 2 5% 116 137 21 18%
BOUND Through 419 427 8 2% 644 598 -46 -7%
Right 318 359 41 13% 338 370 32 9%
EB Total 780 831 51 7% 1,098 1,105 7 1%
WEST Left 176 169 -7 -4% 166 162 -4 -2%
BOUND Through 581 541 -40 -7% 524 530 6 1%
Right 449 399 -50 -11% 413 436 23 6%
WB Total 1,206 1,109 -97 -8% 1,103 1,128 25 2%
TOTAL ENTERING VOLUME 5,115 5,350 235 5% 5,297 5,530 233 4%

AM PM AM PM ADT
North Leg Inbound 1,731 1,752
North Leg Outbound 1,487 1,620
North Leg TOTAL 3,218 3,372 9% 9% 37,844
South Leg Inbound 1,679 1,545
South Leg Outbound 1,804 1,660
South Leg TOTAL 3,483 3,205 10% 9% 36,257
East Leg Inbound 1,109 1,128
East Leg Outbound 1,081 1,310
East Leg TOTAL 2,190 2,438 9% 10% 24,233
West Leg Inbound 831 1,105
West Leg Outbound 978 940
West Leg TOTAL 1,809 2,045 8% 10% 21,337
OVERALL TOTAL 10,700 11,060 9% 9% 119,671
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-5_Imperial Highway & Yorba Linda Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-3
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Lakeview Av. & Buena Vista Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 57 57 0 0% 94 120 26 28%
BOUND Through 276 309 33 12% 436 700 264 61%
Right 52 44 -8 -15% 51 51 0 0%
NB Total 385 410 25 6% 581 871 290 50%
SOUTH Left 54 78 24 44% 32 26 -6 -19%
BOUND Through 631 864 233 37% 447 516 69 15%
Right 96 166 70 73% 143 147 4 3%
SB Total 781 1,108 327 42% 622 689 67 11%
EAST Left 179 244 65 36% 220 246 26 12%
BOUND Through 98 101 3 3% 77 54 -23 -30%
Right 88 86 -2 -2% 91 91 0 0%
EB Total 365 431 66 18% 388 391 3 1%
WEST Left 87 56 -31 -36% 33 36 3 9%
BOUND Through 124 101 -23 -19% 77 75 -2 -3%
Right 80 73 -7 -9% 48 59 11 23%
WB Total 291 230 -61 -21% 158 170 12 8%
TOTAL ENTERING VOLUME 1,822 2,179 357 20% 1,749 2,121 372 21%

AM PM AM PM ADT
North Leg Inbound 1,108 689
North Leg Outbound 626 1,005
North Leg TOTAL 1,734 1,694 10% 9% 18,106
South Leg Inbound 410 871
South Leg Outbound 1,006 643
South Leg TOTAL 1,416 1,514 9% 10% 14,960
East Leg Inbound 230 170
East Leg Outbound 223 131
East Leg TOTAL 453 301 17% 11% 2,620
West Leg Inbound 431 391
West Leg Outbound 324 342
West Leg TOTAL 755 733 10% 10% 7,679
OVERALL TOTAL 4,358 4,242 10% 10% 43,364
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-6_Lakeview Av. & Buena Vista Av..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-4
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Kellogg Dr. & SR-90 SB Ramps
FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 382 376 -6 -2% 407 414 7 2%
Right 165 194 29 18% 118 106 -12 -10%
NB Total 547 570 23 4% 525 520 -5 -1%
SOUTH Left 304 449 145 48% 253 254 1 0%
BOUND Through 442 440 -2 0% 274 256 -18 -7%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SB Total 746 889 143 19% 527 510 -17 -3%
EAST Left 31 36 5 16% 88 106 18 20%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 251 234 -17 -7% 157 154 -3 -2%
EB Total 282 270 -12 -4% 245 260 15 6%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
TOTAL ENTERING VOLUME 1,575 1,729 154 10% 1,297 1,290 -7 -1%

AM PM AM PM ADT
North Leg Inbound 889 510
North Leg Outbound 412 520
North Leg TOTAL 1,301 1,030 13% 11% 9,695
South Leg Inbound 570 520
South Leg Outbound 674 410
South Leg TOTAL 1,244 930 13% 10% 9,248
East Leg Inbound 0 0
East Leg Outbound 643 360
East Leg TOTAL 643 360 17% 10% 3,703
West Leg Inbound 270 260
West Leg Outbound 0 0
West Leg TOTAL 270 260 11% 10% 2,550
OVERALL TOTAL 3,458 2,580 14% 10% 25,195
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-7_Imperial Highway SB Ramps & Kellogg Dr..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-5
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: SR-90 NB Ramps & Kellogg Dr.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 160 172 12 8% 147 138 -9 -6%
BOUND Through 253 246 -7 -3% 348 400 52 15%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 413 418 5 1% 495 538 43 9%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 632 806 174 28% 420 412 -8 -2%
Right 66 118 52 79% 59 62 3 5%
SB Total 698 924 226 32% 479 474 -5 -1%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WEST Left 114 84 -30 -26% 107 98 -9 -8%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 285 264 -21 -7% 346 410 64 18%
WB Total 399 348 -51 -13% 453 508 55 12%
TOTAL ENTERING VOLUME 1,510 1,690 180 12% 1,427 1,520 93 7%

AM PM AM PM ADT
North Leg Inbound 924 474
North Leg Outbound 510 810
North Leg TOTAL 1,434 1,284 13% 11% 11,170
South Leg Inbound 418 538
South Leg Outbound 890 510
South Leg TOTAL 1,308 1,048 14% 11% 9,685
East Leg Inbound 348 508
East Leg Outbound 0 0
East Leg TOTAL 348 508 9% 13% 3,797
West Leg Inbound 0 0
West Leg Outbound 290 200
West Leg TOTAL 290 200 15% 10% 1,922
OVERALL TOTAL 3,380 3,040 13% 11% 26,575
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-8_Imperial Highway NB Ramps & Kellogg Dr..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-6
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Lakeview Av. & Bastanchury Rd.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 107 124 17 16% 85 99 14 16%
BOUND Through 54 57 3 6% 115 118 3 3%
Right 189 179 -10 -5% 220 223 3 1%
NB Total 350 360 10 3% 420 440 20 5%
SOUTH Left 108 107 -1 -1% 74 71 -3 -4%
BOUND Through 149 151 2 1% 101 99 -2 -2%
Right 34 41 7 21% 18 20 2 11%
SB Total 291 299 8 3% 193 190 -3 -2%
EAST Left 29 34 5 17% 36 42 6 17%
BOUND Through 467 497 30 6% 654 756 102 16%
Right 145 158 13 9% 120 141 21 18%
EB Total 641 689 48 7% 810 939 129 16%
WEST Left 237 253 16 7% 182 170 -12 -7%
BOUND Through 691 879 188 27% 514 541 27 5%
Right 69 80 11 16% 75 70 -5 -7%
WB Total 997 1,212 215 22% 771 781 10 1%
TOTAL ENTERING VOLUME 2,279 2,560 281 12% 2,194 2,350 156 7%

AM PM AM PM ADT
North Leg Inbound 299 190
North Leg Outbound 171 230
North Leg TOTAL 470 420 11% 9% 4,456
South Leg Inbound 360 440
South Leg Outbound 562 410
South Leg TOTAL 922 850 9% 9% 9,968
East Leg Inbound 1,212 781
East Leg Outbound 783 1,050
East Leg TOTAL 1,995 1,831 9% 9% 21,251
West Leg Inbound 689 939
West Leg Outbound 1,044 660
West Leg TOTAL 1,733 1,599 9% 8% 19,873
OVERALL TOTAL 5,120 4,700 9% 8% 55,548
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-11_Lakeview Av. & Bastanchury Rd..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-7
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Lakeview Av. & Yorba Linda Bl.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 158 159 1 1% 160 215 55 34%
BOUND Through 208 233 25 12% 233 334 101 43%
Right 231 256 25 11% 248 322 74 30%
NB Total 597 648 51 9% 641 871 230 36%
SOUTH Left 101 103 2 2% 168 164 -4 -2%
BOUND Through 315 442 127 40% 285 333 48 17%
Right 99 92 -7 -7% 142 143 1 1%
SB Total 515 637 122 24% 595 640 45 8%
EAST Left 166 163 -3 -2% 196 193 -3 -2%
BOUND Through 653 631 -22 -3% 1,136 1,015 -121 -11%
Right 221 293 72 33% 113 121 8 7%
EB Total 1,040 1,087 47 5% 1,445 1,329 -116 -8%
WEST Left 322 435 113 35% 184 208 24 13%
BOUND Through 959 859 -100 -10% 847 826 -21 -2%
Right 84 84 0 0% 92 96 4 4%
WB Total 1,365 1,378 13 1% 1,123 1,130 7 1%
TOTAL ENTERING VOLUME 3,517 3,750 233 7% 3,804 3,970 166 4%

AM PM AM PM ADT
North Leg Inbound 637 640
North Leg Outbound 480 623
North Leg TOTAL 1,117 1,263 8% 9% 14,180
South Leg Inbound 648 871
South Leg Outbound 1,170 662
South Leg TOTAL 1,818 1,533 11% 9% 16,616
East Leg Inbound 1,378 1,130
East Leg Outbound 990 1,501
East Leg TOTAL 2,368 2,631 9% 10% 27,108
West Leg Inbound 1,087 1,329
West Leg Outbound 1,110 1,184
West Leg TOTAL 2,197 2,513 9% 10% 24,856
OVERALL TOTAL 7,500 7,940 9% 10% 82,760
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-13_Lakeview Av. & Yorba Linda Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-8
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Ohio St. & Yorba Linda Bl.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 1 0 -1 -100% 2 0 -2 -100%
BOUND Through 1 0 -1 -100% 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 2 0 -2 -100% 2 0 -2 -100%
SOUTH Left 21 28 7 33% 17 23 6 35%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 30 23 -7 -23% 19 18 -1 -5%
SB Total 51 51 0 0% 36 41 5 14%
EAST Left 17 12 -5 -29% 17 15 -2 -12%
BOUND Through 776 790 14 2% 1,445 1,407 -38 -3%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 793 802 9 1% 1,462 1,422 -40 -3%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,185 1,189 4 0% 950 942 -8 -1%
Right 30 38 8 27% 19 25 6 32%
WB Total 1,215 1,227 12 1% 969 967 -2 0%
TOTAL ENTERING VOLUME 2,061 2,080 19 1% 2,469 2,430 -39 -2%

AM PM AM PM ADT
North Leg Inbound 51 41
North Leg Outbound 50 40
North Leg TOTAL 101 81 14% 11% 719
South Leg Inbound 0 0
South Leg Outbound 0 0
South Leg TOTAL 0 0 0% 0% 20
East Leg Inbound 1,227 967
East Leg Outbound 818 1,430
East Leg TOTAL 2,045 2,397 8% 9% 25,620
West Leg Inbound 802 1,422
West Leg Outbound 1,212 960
West Leg TOTAL 2,014 2,382 8% 10% 24,783
OVERALL TOTAL 4,160 4,860 8% 10% 51,141
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-14_Ohio St. & Yorba Linda Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-9
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Fairmont Bl. & Bastanchury Rd.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 162 205 43 27% 139 167 28 20%
BOUND Through 104 114 10 10% 117 142 25 21%
Right 42 44 2 5% 38 41 3 8%
NB Total 308 363 55 18% 294 350 56 19%
SOUTH Left 36 36 0 0% 28 26 -2 -7%
BOUND Through 220 253 33 15% 76 79 3 4%
Right 213 256 43 20% 109 114 5 5%
SB Total 469 545 76 16% 213 219 6 3%
EAST Left 100 101 1 1% 169 187 18 11%
BOUND Through 319 310 -9 -3% 451 445 -6 -1%
Right 165 184 19 12% 236 258 22 9%
EB Total 584 595 11 2% 856 890 34 4%
WEST Left 130 132 2 2% 47 45 -2 -4%
BOUND Through 488 519 31 6% 388 372 -16 -4%
Right 16 15 -1 -6% 45 43 -2 -4%
WB Total 634 666 32 5% 480 460 -20 -4%
TOTAL ENTERING VOLUME 1,995 2,169 174 9% 1,843 1,919 76 4%

AM PM AM PM ADT
North Leg Inbound 545 219
North Leg Outbound 230 372
North Leg TOTAL 775 591 12% 9% 6,559
South Leg Inbound 363 350
South Leg Outbound 569 382
South Leg TOTAL 932 732 11% 9% 8,191
East Leg Inbound 666 460
East Leg Outbound 390 512
East Leg TOTAL 1,056 972 10% 10% 10,158
West Leg Inbound 595 890
West Leg Outbound 980 653
West Leg TOTAL 1,575 1,543 9% 9% 18,067
OVERALL TOTAL 4,338 3,838 10% 9% 42,975
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-15_Fairmont Bl. & Bastanchury Rd..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-10
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Fairmont Bl. & Yorba Linda Bl.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 283 308 25 9% 176 202 26 15%
BOUND Through 214 239 25 12% 110 170 60 55%
Right 76 94 18 24% 37 57 20 54%
NB Total 573 641 68 12% 323 429 106 33%
SOUTH Left 108 127 19 18% 122 133 11 9%
BOUND Through 179 239 60 34% 141 182 41 29%
Right 323 334 11 3% 192 155 -37 -19%
SB Total 610 700 90 15% 455 470 15 3%
EAST Left 197 171 -26 -13% 272 265 -7 -3%
BOUND Through 593 570 -23 -4% 999 970 -29 -3%
Right 154 169 15 10% 215 248 33 15%
EB Total 944 910 -34 -4% 1,486 1,483 -3 0%
WEST Left 63 82 19 30% 31 49 18 58%
BOUND Through 767 768 1 0% 717 713 -4 -1%
Right 68 70 2 3% 63 85 22 35%
WB Total 898 920 22 2% 811 847 36 4%
TOTAL ENTERING VOLUME 3,025 3,171 146 5% 3,075 3,229 154 5%

AM PM AM PM ADT
North Leg Inbound 700 470
North Leg Outbound 480 520
North Leg TOTAL 1,180 990 10% 9% 11,506
South Leg Inbound 641 429
South Leg Outbound 490 479
South Leg TOTAL 1,131 908 6% 5% 18,321
East Leg Inbound 920 847
East Leg Outbound 791 1,160
East Leg TOTAL 1,711 2,007 8% 9% 21,734
West Leg Inbound 910 1,483
West Leg Outbound 1,410 1,070
West Leg TOTAL 2,320 2,553 9% 10% 25,710
OVERALL TOTAL 6,342 6,458 8% 8% 77,272
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-16_Fairmont Bl. & Yorba Linda Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-11
Project: Yorba Linda Housing Element/SP Job #: 15459
Scenario: Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Yorba Linda Bl. & La Palma Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 426 536 110 26% 348 322 -26 -7%
BOUND Through 859 900 41 5% 1,077 1,021 -56 -5%
Right 221 139 -82 -37% 508 390 -118 -23%
NB Total 1,506 1,575 69 5% 1,933 1,733 -200 -10%
SOUTH Left 309 361 52 17% 634 674 40 6%
BOUND Through 1,137 1,061 -76 -7% 1,189 1,137 -52 -4%
Right 79 185 106 134% 29 37 8 28%
SB Total 1,525 1,607 82 5% 1,852 1,848 -4 0%
EAST Left 49 105 56 114% 47 73 26 55%
BOUND Through 125 160 35 28% 747 936 189 25%
Right 301 309 8 3% 489 550 61 12%
EB Total 475 574 99 21% 1,283 1,559 276 22%
WEST Left 209 111 -98 -47% 383 323 -60 -16%
BOUND Through 263 349 86 33% 185 209 24 13%
Right 485 535 50 10% 309 358 49 16%
WB Total 957 995 38 4% 877 890 13 1%
TOTAL ENTERING VOLUME 4,463 4,751 288 6% 5,945 6,030 85 1%

AM PM AM PM ADT
North Leg Inbound 1,607 1,848
North Leg Outbound 1,540 1,452
North Leg TOTAL 3,147 3,300 9% 9% 35,188
South Leg Inbound 1,575 1,733
South Leg Outbound 1,481 2,010
South Leg TOTAL 3,056 3,743 9% 11% 34,231
East Leg Inbound 995 890
East Leg Outbound 660 2,000
East Leg TOTAL 1,655 2,890 5% 10% 30,290
West Leg Inbound 574 1,559
West Leg Outbound 1,070 568
West Leg TOTAL 1,644 2,127 7% 9% 25,003
OVERALL TOTAL 9,502 12,060 8% 10% 124,712
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-17_Yorba Linda Bl. & La Palma Av.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-12
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Weir Canyon Rd. & SR-91 WB Ramps
FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,416 1,379 -37 -3% 1,180 1,247 67 6%
Right 538 530 -8 -1% 424 422 -2 0%
NB Total 1,954 1,909 -45 -2% 1,604 1,669 65 4%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,283 1,252 -31 -2% 1,558 1,530 -28 -2%
Right 366 370 4 1% 636 643 7 1%
SB Total 1,649 1,622 -27 -2% 2,194 2,173 -21 -1%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WEST Left 335 328 -7 -2% 540 699 159 29%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 613 621 8 1% 724 541 -183 -25%
WB Total 948 949 1 0% 1,264 1,240 -24 -2%
TOTAL ENTERING VOLUME 4,551 4,480 -71 -2% 5,062 5,082 20 0%

AM PM AM PM ADT
North Leg Inbound 1,622 2,173
North Leg Outbound 2,000 1,788
North Leg TOTAL 3,622 3,961 10% 11% 37,100
South Leg Inbound 1,909 1,669
South Leg Outbound 1,580 2,229
South Leg TOTAL 3,489 3,898 10% 11% 35,999
East Leg Inbound 949 1,240
East Leg Outbound 530 422
East Leg TOTAL 1,479 1,662 8% 9% 18,053
West Leg Inbound 0 0
West Leg Outbound 370 643
West Leg TOTAL 370 643 6% 10% 6,139
OVERALL TOTAL 8,960 10,164 9% 10% 97,292
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-19_Weir Canyon Rd. & SR-91 WB Ramps.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-13
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Weir Canyon Rd. & SR-91 EB Ramps
FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,317 1,367 50 4% 1,323 1,413 90 7%
Right 600 542 -58 -10% 818 740 -78 -10%
NB Total 1,917 1,909 -8 0% 2,141 2,153 12 1%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 838 877 39 5% 1,745 1,888 143 8%
Right 780 713 -67 -9% 353 320 -33 -9%
SB Total 1,618 1,590 -28 -2% 2,098 2,208 110 5%
EAST Left 637 531 -106 -17% 281 287 6 2%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 565 579 14 2% 613 532 -81 -13%
EB Total 1,202 1,110 -92 -8% 894 819 -75 -8%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
TOTAL ENTERING VOLUME 4,737 4,609 -128 -3% 5,133 5,180 47 1%

AM PM AM PM ADT
North Leg Inbound 1,590 2,208
North Leg Outbound 1,898 1,700
North Leg TOTAL 3,488 3,908 10% 11% 35,801
South Leg Inbound 1,909 2,153
South Leg Outbound 1,456 2,420
South Leg TOTAL 3,365 4,573 7% 10% 46,618
East Leg Inbound 0 0
East Leg Outbound 542 740
East Leg TOTAL 542 740 7% 10% 7,679
West Leg Inbound 1,110 819
West Leg Outbound 713 320
West Leg TOTAL 1,823 1,139 16% 10% 11,627
OVERALL TOTAL 9,218 10,360 9% 10% 101,724
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-20_Weir Canyon Rd. & SR-91 EB Ramps.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-14
Project: Job #: 15459
Scenario:

Yorba Linda Housing Element/SP
Horizon Year (2045) With Project Analyst: JB
Date: 4/1/24
LOCATION: Gypsum Canyon Rd. & La Palma Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 172 195 23 13% 90 89 -1 -1%
BOUND Through 4 4 0 0% 3 3 0 0%
Right 100 105 5 5% 71 69 -2 -3%
NB Total 276 304 28 10% 164 161 -3 -2%
SOUTH Left 8 8 0 0% 1 1 0 0%
BOUND Through 11 11 0 0% 18 20 2 11%
Right 19 21 2 11% 18 20 2 11%
SB Total 38 40 2 5% 37 41 4 11%
EAST Left 7 7 0 0% 28 26 -2 -7%
BOUND Through 99 106 7 7% 439 440 1 0%
Right 198 211 13 7% 842 872 30 4%
EB Total 304 324 20 7% 1,309 1,338 29 2%
WEST Left 366 357 -9 -2% 109 109 0 0%
BOUND Through 307 324 17 6% 183 181 -2 -1%
Right 9 9 0 0% 2 2 0 0%
WB Total 682 690 8 1% 294 292 -2 -1%
TOTAL ENTERING VOLUME 1,300 1,358 58 4% 1,804 1,832 28 2%

AM PM AM PM ADT
North Leg Inbound 40 41
North Leg Outbound 20 31
North Leg TOTAL 60 72 8% 9% 778
South Leg Inbound 304 161
South Leg Outbound 579 1,001
South Leg TOTAL 883 1,162 7% 9% 12,612
East Leg Inbound 690 292
East Leg Outbound 219 510
East Leg TOTAL 909 802 10% 9% 8,803
West Leg Inbound 324 1,338
West Leg Outbound 540 290
West Leg TOTAL 864 1,628 5% 9% 18,015
OVERALL TOTAL 2,716 3,664 7% 9% 40,209
Z:\Shared\UcJobs\_15100-15500\_15400\15459\02_LOS\Post Processing\2045 WP\[Int-21_Gypsum Canyon Rd. & La Palma Av.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

5.2-15
Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
This Page Intentionally Left Blank

Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
APPENDIX 5.3: HORIZON YEAR (2045) WITHOUT PROJECT

CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

Yorba Linda Housing Element Update Traffic Analysis
15459-04 TA Report
This Page Intentionally Left Blank

Timings Yorba Linda Housing Element Update (JN 15459)
1: Rose Drive & Imperial Hwy (SR-90) 04/04/2024
Horizon Year (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 43 1233 224 1087 648 170 209 158 858 528 23 Future Volume (vph) 43 1233 224 1087 648 170 209 158 858 528 23 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 8 4
Detector Phase 5 2 1 6 6 3 8 8 7 4 4
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 33.2 9.6 33.2 33.2 9.9 38.4 38.4 9.9 38.4 38.4 Total Split (s) 9.8 37.6 12.0 39.8 39.8 15.6 38.4 38.4 27.0 49.8 49.8 Total Split (%) 8.5% 32.7% 10.4% 34.6% 34.6% 13.6% 33.4% 33.4% 23.5% 43.3% 43.3% Yellow Time (s) 3.6 5.2 3.6 5.2 5.2 3.6 4.4 4.4 3.6 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 4.6 6.2 6.2 4.6 5.4 5.4 4.6 5.4 5.4 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Act Effct Green (s) 5.2 31.6 7.4 35.9 35.9 9.0 14.2 14.2 22.5 27.8 27.8 Actuated g/C Ratio 0.05 0.33 0.08 0.37 0.37 0.09 0.15 0.15 0.23 0.29 0.29 v/c Ratio 0.47 0.92 0.89 0.60 0.70 0.56 0.42 0.44 1.13 0.54 0.04 Control Delay (s/veh) 63.7 42.0 80.0 27.8 8.7 49.9 39.2 10.1 109.4 31.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 63.7 42.0 80.0 27.8 8.7 49.9 39.2 10.1 109.4 31.2 0.1

LOS E D F C A D D B F C A
Approach Delay (s/veh) 42.7 27.5 34.1 78.4
Approach LOS D C C E
Intersection Summary
Cycle Length: 115
Actuated Cycle Length: 96.7
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay (s/veh): 45.6 Intersection LOS: D Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Rose Drive & Imperial Hwy (SR-90)

5.3-1
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 1: Rose Drive & Imperial Hwy (SR-90) 04/04/2024
Horizon Year (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 43 1233 204 224 1087 648 170 209 158 858 528 23 Future Volume (veh/h) 43 1233 204 224 1087 648 170 209 158 858 528 23 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 45 1298 195 236 1144 441 179 220 103 903 556 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 66 1498 225 281 1932 599 253 390 174 850 1005 Arrive On Green 0.04 0.33 0.33 0.08 0.38 0.38 0.07 0.11 0.11 0.25 0.28 0.00 Sat Flow, veh/h 1781 4478 673 3456 5106 1583 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 45 987 506 236 1144 441 179 220 103 903 556 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1747 1728 1702 1583 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 2.3 24.7 24.7 6.1 16.3 21.9 4.6 5.3 5.6 22.4 12.1 0.0 Cycle Q Clear(g_c), s 2.3 24.7 24.7 6.1 16.3 21.9 4.6 5.3 5.6 22.4 12.1 0.0 Prop In Lane 1.00 0.39 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 66 1139 584 281 1932 599 253 390 174 850 1005 V/C Ratio(X) 0.68 0.87 0.87 0.84 0.59 0.74 0.71 0.56 0.59 1.06 0.55 Avail Cap(c_a), veh/h 102 1174 603 281 1932 599 417 1288 574 850 1733 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 43.3 28.4 28.4 41.2 22.7 24.4 41.3 38.5 38.6 34.3 27.8 0.0 Incr Delay (d2), s/veh 4.4 7.1 12.8 18.9 0.6 5.1 1.4 1.3 3.2 48.7 0.5 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 10.0 11.2 3.2 5.8 8.4 1.9 2.3 2.3 14.6 4.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 47.7 35.5 41.2 60.1 23.3 29.5 42.6 39.7 41.8 83.1 28.2 0.0 LnGrp LOS D D D E C C D D D F C
Approach Vol, veh/h 1538 1821 502 1459
Approach Delay, s/veh 37.8 29.5 41.2 62.2
Approach LOS D C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 36.7 11.3 31.1 8.0 40.7 27.0 15.4 Change Period (Y+Rc), s 4.6 6.2 4.6 5.4 4.6 6.2 4.6 5.4 Max Green Setting (Gmax), s 7.4 31.4 11.0 44.4 5.2 33.6 22.4 33.0 Max Q Clear Time (g_c+I1), s 8.1 26.7 6.6 14.1 4.3 23.9 24.4 7.6 Green Ext Time (p_c), s 0.0 3.7 0.1 3.8 0.0 7.0 0.0 1.6 Intersection Summary
HCM 7th Control Delay, s/veh 42.0
HCM 7th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

5.3-2
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 2-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Prospect Av. & Imperial Hwy.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.749
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 57 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 27 94 21 71 115 176 153 1983 52 34 1830 68
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 94 21 71 115 176 153 1983 52 34 1830 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 94 21 71 115 176 153 1983 52 34 1830 68
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 94 21 71 115 176 153 1983 52 34 1830 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 94 21 71 115 176 153 1983 52 34 1830 68 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.82 0.18 1.00 0.40 0.60 1.00 2.92 0.08 1.00 2.89 0.11 Final Sat.: 1700 1390 310 1700 672 1028 1700 4970 130 1700 4917 183 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.07 0.07 0.04 0.17 0.17 0.09 0.40 0.40 0.02 0.37 0.37 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-3
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 3-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Imperial Hwy. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.847
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 79 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 317 1180 4 284 1630 2 27 323 30 0 561 683
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 317 1180 4 284 1630 2 27 323 30 0 561 683
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 317 1180 4 284 1630 2 27 323 30 0 561 683
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 317 1180 4 284 1630 2 27 323 30 0 561 683
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 317 1180 4 284 1630 2 27 323 30 0 561 683
OvlAdjVol: 541
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.83 0.17 1.00 2.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 1700 3111 289 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.23 0.00 0.08 0.32 0.00 0.02 0.10 0.10 0.00 0.17 0.40 OvlAdjV/S: 0.32
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-4
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 4-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Imperial Hwy. & Lemon Dr.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.533
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 78 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 1 0 1 0 2 1 0 0 0 1! 0 0 0 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1555 30 59 1892 9 3 0 7 55 8 100
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1555 30 59 1892 9 3 0 7 55 8 100
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1555 30 59 1892 9 3 0 7 55 8 100
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1555 30 59 1892 9 3 0 7 55 8 100
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1555 30 59 1892 9 3 0 7 55 8 100
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.94 0.06 1.00 2.99 0.01 0.30 0.00 0.70 0.87 0.13 1.00 Final Sat.: 0 5003 97 1700 5076 24 510 0 1190 1484 216 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.31 0.31 0.03 0.37 0.37 0.00 0.00 0.01 0.03 0.04 0.06 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-5
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 5-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Imperial Hwy. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.859
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 83 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 1 0 2 0 3 0 1 2 0 3 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 386 1061 268 397 1286 57 47 426 360 194 531 391 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 386 1061 268 397 1286 57 47 426 360 194 531 391 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 386 1061 268 397 1286 57 47 426 360 194 531 391 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 386 1061 268 397 1286 57 47 426 360 194 531 391 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 386 1061 268 397 1286 57 47 426 360 194 531 391 OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.40 0.60 2.00 2.87 0.13 2.00 3.00 1.00 2.00 3.00 2.00 Final Sat.: 1700 4072 1028 3400 4884 216 3400 5100 1700 3400 5100 3400 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.26 0.26 0.12 0.26 0.26 0.01 0.08 0.21 0.06 0.10 0.12 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-6
HCM 7th AWSC Yorba Linda Housing Element Update (JN 15459) 6: Lakeview Ave & Buena Vista Av. 04/03/2024
Horizon Year (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Intersection
Intersection Delay, s/veh 205.4
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 234 94 97 96 97 88 63 316 57 83 844 160 Future Vol, veh/h 234 94 97 96 97 88 63 316 57 83 844 160 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 272 109 113 112 113 102 73 367 66 97 981 186
Number of Lanes 1 1 0 1 1 0 1 1 1 1 2 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 3 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 3 2 2
HCM Control Delay, s/veh 54.7 35 110.9 346.2

HCM LOS F D F F
Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 100% 0% 0% 49% 0% 52% 0% 100% 64%
Vol Right, % 0% 0% 100% 0% 51% 0% 48% 0% 0% 36%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 63 316 57 234 191 96 185 83 563 441 LT Vol 63 0 0 234 0 96 0 83 0 0
Through Vol 0 316 0 0 94 0 97 0 563 281
RT Vol 0 0 57 0 97 0 88 0 0 160
Lane Flow Rate 73 367 66 272 222 112 215 97 654 513
Geometry Grp 6 6 6 6 6 6 6 6 6 6
Degree of Util (X) 0.244 1.174 0.199 0.895 0.678 0.386 0.694 0.3 1.942 1.487 Departure Headway (Hd) 13.352 12.828 12.094 13.182 12.305 13.705 12.848 11.809 11.28 11.011 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 271 287 299 278 295 265 284 306 327 334
Service Time 11.052 10.528 9.794 10.882 10.005 11.405 10.548 9.509 8.98 8.711 HCM Lane V/C Ratio 0.269 1.279 0.221 0.978 0.753 0.423 0.757 0.317 2 1.536 HCM Control Delay, s/veh 20.3 145.8 17.8 68.9 37.4 24.8 40.3 19.5 460 262.5 HCM Lane LOS C F C F E C E C F F
HCM 95th-tile Q 0.9 14.6 0.7 7.9 4.6 1.7 4.7 1.2 43 26.7

5.3-7
HCM 7th TWSC Yorba Linda Housing Element Update (JN 15459) 7: Kellog Dr. & SR 90 EB Ramps 04/03/2024
Horizon Year (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Intersection
Int Delay, s/veh 31.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 37 0 276 0 0 0 0 421 201 439 486 0
Future Vol, veh/h 37 0 276 0 0 0 0 421 201 439 486 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 2 0 0 4
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 0 - 360 - - - - - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 47 0 349 0 0 0 0 533 254 556 615 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1993 - 308 - 0 0 789 0 0
Stage 1 1727 - - - - - - - -
Stage 2 266 - - - - - - - -
Critical Hdwy 6.84 - 6.94 - - - 4.14 - -
Critical Hdwy Stg 1 5.84 - - - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - - - -
Follow-up Hdwy 3.52 - 3.32 - - - 2.22 - -
Pot Cap-1 Maneuver 53 0 688 0 - - 826 - 0
Stage 1 129 0 - 0 - - - - 0
Stage 2 754 0 - 0 - - - - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 17 0 688 - - - 826 - -
Mov Cap-2 Maneuver ~ 17 0 - - - - - - -
Stage 1 129 0 - - - - - - -
Stage 2 247 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v159.63 0 8.46

HCM LOS F
Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2 SBL SBT
Capacity (veh/h) - - 17 688 826 -
HCM Lane V/C Ratio - - 2.714 0.508 0.673 -
HCM Control Delay (s/veh) - -$ 1234.8 15.5 17.8 -
HCM Lane LOS - - F C C -
HCM 95th %tile Q(veh) - - 6.4 2.9 5.3 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

5.3-8
Timings Yorba Linda Housing Element Update (JN 15459)
8: Kellog Dr. & SR 90 WB Ramps 04/03/2024
Horizon Year (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 3
Lane Group WBL WBR NBL NBT SBT
Lane Configurations
Traffic Volume (vph) 130 314 180 278 795
Future Volume (vph) 130 314 180 278 795
Turn Type Prot Prot Prot NA NA
Protected Phases 8 8 5 2 6
Permitted Phases
Detector Phase 8 8 5 2 6
Switch Phase
Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0
Minimum Split (s) 22.0 22.0 14.0 23.0 23.0
Total Split (s) 22.0 22.0 15.0 38.0 23.0
Total Split (%) 36.7% 36.7% 25.0% 63.3% 38.3%
Yellow Time (s) 4.0 4.0 3.6 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 4.6 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None None None
Act Effct Green (s) 11.2 11.2 9.4 32.1 18.1
Actuated g/C Ratio 0.21 0.21 0.18 0.60 0.34
v/c Ratio 0.41 0.59 0.68 0.15 0.89
Control Delay (s/veh) 22.1 6.9 34.1 5.1 29.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 22.1 6.9 34.1 5.1 29.3

LOS C A C A C
Approach Delay (s/veh) 16.5 29.4
Approach LOS B C
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 53.3
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay (s/veh): 21.7 Intersection LOS: C Intersection Capacity Utilization 56.0% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 8: Kellog Dr. & SR 90 WB Ramps

5.3-9
HCM 7th Signalized Intersection Summary Yorba Linda Housing Element Update (JN 15459) 8: Kellog Dr. & SR 90 WB Ramps 04/03/2024
Horizon Year (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 130 0 314 180 278 0 0 795 110 Future Volume (veh/h) 0 0 0 130 0 314 180 278 0 0 795 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 153 0 145 212 327 0 0 935 121
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2
Cap, veh/h 359 0 320 265 2106 0 0 1105 143
Arrive On Green 0.20 0.00 0.20 0.15 0.59 0.00 0.00 0.35 0.35 Sat Flow, veh/h 1781 0 1585 1781 3647 0 0 3256 409
Grp Volume(v), veh/h 153 0 145 212 327 0 0 525 531
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1777 0 0 1777 1795 Q Serve(g_s), s 3.7 0.0 3.9 5.6 2.0 0.0 0.0 13.3 13.3
Cycle Q Clear(g_c), s 3.7 0.0 3.9 5.6 2.0 0.0 0.0 13.3 13.3 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.23
Lane Grp Cap(c), veh/h 359 0 320 265 2106 0 0 621 627
V/C Ratio(X) 0.43 0.00 0.45 0.80 0.16 0.00 0.00 0.85 0.85 Avail Cap(c_a), veh/h 622 0 554 381 2410 0 0 657 664
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 17.0 0.0 17.1 20.0 4.4 0.0 0.0 14.6 14.6 Incr Delay (d2), s/veh 0.8 0.0 1.0 4.8 0.0 0.0 0.0 9.6 9.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 1.3 2.4 0.5 0.0 0.0 6.1 6.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 17.8 0.0 18.1 24.8 4.5 0.0 0.0 24.2 24.2 LnGrp LOS B B C A C C
Approach Vol, veh/h 298 539 1056
Approach Delay, s/veh 17.9 12.5 24.2
Approach LOS B B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 33.8 11.8 22.0 14.8
Change Period (Y+Rc), s 5.0 4.6 5.0 5.0
Max Green Setting (Gmax), s 33.0 10.4 18.0 17.0
Max Q Clear Time (g_c+I1), s 4.0 7.6 15.3 5.9
Green Ext Time (p_c), s 2.2 0.1 1.7 0.7
Intersection Summary
HCM 7th Control Delay, s/veh 19.9
HCM 7th LOS B

5.3-10
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 6-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Grandview Av. & Kellogg Dr.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.450
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 31 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 60 519 14 8 773 8 11 1 89 43 2 9
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 519 14 8 773 8 11 1 89 43 2 9
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 519 14 8 773 8 11 1 89 43 2 9
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 60 519 14 8 773 8 11 1 89 43 2 9
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 519 14 8 773 8 11 1 89 43 2 9
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 1.98 0.02 0.11 0.01 0.88 1.00 0.67 0.33 Final Sat.: 1700 3311 89 1700 3365 35 185 17 1498 1700 1133 567 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.16 0.16 0.00 0.23 0.23 0.01 0.06 0.06 0.03 0.00 0.02 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-11
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 7-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Plumosa Dr. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.407
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 96 0 63 0 0 0 0 521 42 86 851 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 96 0 63 0 0 0 0 521 42 86 851 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 0 63 0 0 0 0 521 42 86 851 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 96 0 63 0 0 0 0 521 42 86 851 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 0 63 0 0 0 0 521 42 86 851 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.85 0.15 1.00 2.00 0.00 Final Sat.: 1700 0 1700 0 0 0 0 3146 254 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.00 0.04 0.00 0.00 0.00 0.00 0.17 0.17 0.05 0.25 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-12
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 8-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Lakeview Av. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.644
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 118 59 208 119 164 41 33 514 160 261 881 82
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 118 59 208 119 164 41 33 514 160 261 881 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 59 208 119 164 41 33 514 160 261 881 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 118 59 208 119 164 41 33 514 160 261 881 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 59 208 119 164 41 33 514 160 261 881 82 OvlAdjVol: 8
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.53 0.47 1.00 1.83 0.17 Final Sat.: 1700 1700 1700 1700 1700 1700 1700 2593 807 1700 3110 290 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.03 0.12 0.07 0.10 0.02 0.02 0.20 0.20 0.15 0.28 0.28 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-13
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 9-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Lakeview Av. & Lemon Dr.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.359
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Split Phase Split Phase Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 46 328 5 2 552 78 32 5 72 5 1 2
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 328 5 2 552 78 32 5 72 5 1 2
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 328 5 2 552 78 32 5 72 5 1 2
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 46 328 5 2 552 78 32 5 72 5 1 2
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 328 5 2 552 78 32 5 72 5 1 2
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 1.75 0.25 0.86 0.14 1.00 0.63 0.12 0.25 Final Sat.: 1700 3349 51 1700 2979 421 1470 230 1700 1063 213 425 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.10 0.10 0.00 0.19 0.19 0.02 0.02 0.04 0.00 0.00 0.00 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-14
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 10-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Lakeview Av. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.767
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 60 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 174 249 259 11 419 109 171 718 294 446 1055 90 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 249 259 11 419 109 171 718 294 446 1055 90 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 174 249 259 11 419 109 171 718 294 446 1055 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 174 249 259 11 419 109 171 718 294 446 1055 90 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 174 249 259 11 419 109 171 718 294 446 1055 90 OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 2.00 1.59 0.41 1.00 2.13 0.87 1.00 2.76 0.24 Final Sat.: 3400 3400 1700 3400 2698 702 1700 3618 1482 1700 4699 401 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.07 0.15 0.00 0.16 0.16 0.10 0.20 0.20 0.26 0.22 0.22 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-15
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 11-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Ohio St. & Yorba Linda Bl.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.371
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 0 0 0 1 0 0 1 1 0 2 1 0 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 1 1 0 23 0 33 19 799 0 0 1190 31
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 1 0 23 0 33 19 799 0 0 1190 31
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 1 0 23 0 33 19 799 0 0 1190 31
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1 1 0 23 0 33 19 799 0 0 1190 31
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 1 0 23 0 33 19 799 0 0 1190 31
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 0.50 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.92 0.08 Final Sat.: 850 850 0 1700 0 1700 1700 5100 0 0 4971 129 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.02 0.01 0.16 0.00 0.00 0.24 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.3-16
2045 NP AM Thu Apr 4, 2024 13:51:13 Page 12-1
-------------------------------------------------------------------------------- Yorba Linda Housing Element Update (JN 15459)
2045 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #15 Fairmont Bl. & Bastanchury Rd.
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.621
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 42 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 213 114 44 40 244 263 110 351 181 143 524 18
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 114 44 40 244 263 110 351 181 143 524 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 213 114 44 40 244 263 110 351 181 143 524 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 213 114 44 40 244 263 110 351 181 143 524 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 213 114 44 40 244 263 110 351 181 143 524 18 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.32 0.68 1.00 1.93 0.07 Final Sat.: 1700 3400 1700 1700 3400 1700 1700 2243 1157 1700 3287 113 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.03 0.03 0.02 0.07 0.15 0.06 0.16 0.16 0.08 0.16 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE