Cities Index.
Agenda packet

Pico Rivera City Council
October 25, 2022

Document
Agenda packet
Meeting
October 25, 2022
Body
Pico Rivera City Council
Pages
88
Original file
252.2 MB
Text extracted from the city's file for reading and search. Open the original on picoriveraspeaks.org. That file is the official record.

City of Pico Rivera
Beverly Boulevard
B/ Paramount Boulevard - Rosemead Boulevard
24 Hour Directional Volume Count
PRV001
Site Code: 122-20296
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 8/18/2020 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 24 139 18 130
12:15 26 121 21 120
12:30 20 137 19 113
12:45 13 138 83 535 28 137 86 500 169 1035
01:00 18 158 20 129
01:15 17 152 19 124
01:30 11 152 21 139
01:45 8 135 54 597 10 130 70 522 124 1119
02:00 10 146 8 159
02:15 11 182 17 149
02:30 10 195 11 142
02:45 12 198 43 721 17 143 53 593 96 1314
03:00 10 178 8 166
03:15 15 212 8 128
03:30 12 175 17 135
03:45 15 214 52 779 14 156 47 585 99 1364
04:00 21 186 20 132
04:15 27 219 14 125
04:30 28 198 29 141
04:45 49 257 125 860 41 155 104 553 229 1413
05:00 37 259 36 144
05:15 44 233 44 148
05:30 80 237 66 167
05:45 69 245 230 974 74 188 220 647 450 1621
06:00 67 194 114 140
06:15 74 188 74 144
06:30 70 173 76 126
06:45 97 145 308 700 107 125 371 535 679 1235
07:00 97 158 128 124
07:15 108 130 137 116
07:30 111 116 124 106
07:45 120 140 436 544 157 97 546 443 982 987
08:00 130 121 146 128
08:15 105 112 154 91
08:30 106 93 127 105
08:45 104 112 445 438 149 92 576 416 1021 854
09:00 124 106 146 88
09:15 102 77 136 78
09:30 124 75 147 85
09:45 130 57 480 315 116 71 545 322 1025 637
10:00 108 78 147 53
10:15 115 59 131 69
10:30 118 58 128 70
10:45 117 54 458 249 112 59 518 251 976 500
11:00 104 46 121 47
11:15 112 52 113 38
11:30 128 31 129 42
11:45 127 29 471 158 114 32 477 159 948 317
Total 3185 6870 3185 6870 3613 5526 3613 5526 6798 12396 Combined
Total 10055 10055 9139 9139 19194
AM Peak - 09:00 - - - 07:45 - - - - -
Vol. - 480 - - - 584 - - - - -
P.H.F. 0.923 0.930
PM Peak - - 04:45 - - - 05:00 - - - -
Vol. - - 986 - - - 647 - - - -
P.H.F. 0.952 0.860
Percentag
e

31.7% 68.3% 39.5% 60.5%
ADT/AADT ADT 19,194 AADT 19,194
Page C-73

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City of Pico Rivera
Beverly Boulevard
B/ Rosemead Boulevard - Durfee Avenue
24 Hour Directional Volume Count
PRV002
Site Code: 122-20296
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 8/18/2020 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 27 176 29 163
12:15 28 165 29 132
12:30 26 160 20 155
12:45 19 195 100 696 31 154 109 604 209 1300
01:00 29 196 24 161
01:15 18 170 18 158
01:30 11 158 25 189
01:45 18 176 76 700 17 158 84 666 160 1366
02:00 14 175 12 163
02:15 9 215 18 198
02:30 11 202 12 178
02:45 14 255 48 847 14 186 56 725 104 1572
03:00 9 242 11 176
03:15 20 247 7 175
03:30 20 223 19 192
03:45 19 249 68 961 12 174 49 717 117 1678
04:00 32 254 18 186
04:15 30 237 20 184
04:30 32 274 35 183
04:45 70 297 164 1062 44 200 117 753 281 1815
05:00 49 322 45 174
05:15 61 275 65 188
05:30 85 288 69 245
05:45 100 298 295 1183 92 203 271 810 566 1993
06:00 99 273 128 170
06:15 79 207 94 175
06:30 86 266 126 164
06:45 134 167 398 913 154 158 502 667 900 1580
07:00 116 196 169 154
07:15 131 176 177 150
07:30 152 156 186 141
07:45 174 168 573 696 196 116 728 561 1301 1257
08:00 137 152 206 126
08:15 125 163 187 125
08:30 121 123 170 109
08:45 123 128 506 566 185 103 748 463 1254 1029
09:00 146 120 182 85
09:15 136 87 168 87
09:30 131 108 164 107
09:45 135 84 548 399 160 76 674 355 1222 754
10:00 148 91 184 69
10:15 162 84 164 70
10:30 130 76 158 78
10:45 140 74 580 325 128 72 634 289 1214 614
11:00 112 54 143 65
11:15 147 71 134 45
11:30 136 43 168 46
11:45 177 41 572 209 136 40 581 196 1153 405
Total 3928 8557 3928 8557 4553 6806 4553 6806 8481 15363 Combined
Total 12485 12485 11359 11359 23844
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 594 - - - 775 - - - - -
P.H.F. 0.853 0.941
PM Peak - - 05:00 - - - 05:00 - - - -
Vol. - - 1183 - - - 810 - - - -
P.H.F. 0.918 0.827
Percentag
e

31.5% 68.5% 40.1% 59.9%
ADT/AADT ADT 23,844 AADT 23,844
Page C-74

Page 1 ends

City of Pico Rivera
Beverly Boulevard
B/ Durfee Avenue - San Gabriel Parkway
24 Hour Directional Volume Count
PRV003
Site Code: 122-20296
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 8/18/2020 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 176 35 149
12:15 26 163 24 144
12:30 26 204 27 138
12:45 20 156 93 699 27 181 113 612 206 1311
01:00 24 199 22 159
01:15 20 168 20 166
01:30 12 171 22 165
01:45 15 184 71 722 15 164 79 654 150 1376
02:00 17 181 16 180
02:15 9 220 19 192
02:30 16 230 11 164
02:45 14 254 56 885 17 219 63 755 119 1640
03:00 10 235 9 195
03:15 25 250 11 176
03:30 27 242 16 207
03:45 27 270 89 997 19 183 55 761 144 1758
04:00 32 226 15 190
04:15 35 262 24 184
04:30 46 293 47 201
04:45 66 309 179 1090 49 193 135 768 314 1858
05:00 58 278 46 181
05:15 82 296 68 217
05:30 105 271 80 257
05:45 118 311 363 1156 95 186 289 841 652 1997
06:00 91 235 121 179
06:15 102 256 112 170
06:30 113 197 110 166
06:45 156 199 462 887 187 179 530 694 992 1581
07:00 119 180 156 145
07:15 190 168 199 148
07:30 172 177 176 137
07:45 188 191 669 716 233 132 764 562 1433 1278
08:00 129 131 195 122
08:15 146 131 193 129
08:30 152 135 151 117
08:45 143 130 570 527 217 109 756 477 1326 1004
09:00 159 121 169 81
09:15 140 96 169 102
09:30 130 103 146 113
09:45 156 85 585 405 179 67 663 363 1248 768
10:00 145 73 193 79
10:15 161 82 140 79
10:30 160 76 132 76
10:45 132 67 598 298 155 78 620 312 1218 610
11:00 136 57 125 56
11:15 151 52 156 54
11:30 169 52 173 43
11:45 165 38 621 199 155 49 609 202 1230 401
Total 4356 8581 4356 8581 4676 7001 4676 7001 9032 15582 Combined
Total 12937 12937 11677 11677 24614
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 679 - - - 803 - - - - -
P.H.F. 0.893 0.862
PM Peak - - 04:30 - - - 04:45 - - - -
Vol. - - 1176 - - - 848 - - - -
P.H.F. 0.951 0.825
Percentag
e

33.7% 66.3% 40.0% 60.0%
ADT/AADT ADT 24,614 AADT 24,614
Page C-75

Page 1 ends

City of Pico Rivera
Beverly Boulevard
B/ San Gabriel Parkway - I-605 Southbound Ramp
24 Hour Directional Volume Count
PRV004
Site Code: 122-20296
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 8/18/2020 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 39 205 33 167
12:15 31 211 28 128
12:30 28 207 27 139
12:45 24 214 122 837 36 182 124 616 246 1453
01:00 33 228 25 170
01:15 19 186 23 161
01:30 17 190 21 166
01:45 25 223 94 827 18 149 87 646 181 1473
02:00 20 231 14 184
02:15 11 222 16 197
02:30 13 249 9 179
02:45 19 271 63 973 14 204 53 764 116 1737
03:00 14 280 11 203
03:15 29 298 4 187
03:30 31 251 28 194
03:45 29 312 103 1141 13 201 56 785 159 1926
04:00 44 274 25 174
04:15 38 309 23 200
04:30 55 325 41 185
04:45 78 356 215 1264 43 219 132 778 347 2042
05:00 65 318 37 188
05:15 84 356 65 210
05:30 116 327 72 252
05:45 137 337 402 1338 93 218 267 868 669 2206
06:00 116 274 106 189
06:15 116 267 111 196
06:30 124 270 124 205
06:45 180 201 536 1012 159 193 500 783 1036 1795
07:00 168 226 165 154
07:15 185 203 179 153
07:30 213 196 183 150
07:45 228 191 794 816 218 142 745 599 1539 1415
08:00 202 183 219 144
08:15 190 180 176 125
08:30 180 145 181 141
08:45 179 152 751 660 200 105 776 515 1527 1175
09:00 196 128 173 104
09:15 175 123 155 99
09:30 176 123 168 103
09:45 155 99 702 473 163 75 659 381 1361 854
10:00 190 107 180 72
10:15 205 84 140 78
10:30 190 88 147 88
10:45 200 79 785 358 141 83 608 321 1393 679
11:00 158 61 141 66
11:15 165 72 147 53
11:30 187 63 160 56
11:45 194 44 704 240 144 46 592 221 1296 461
Total 5271 9939 5271 9939 4599 7277 4599 7277 9870 17216 Combined
Total 15210 15210 11876 11876 27086
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 833 - - - 799 - - - - -
P.H.F. 0.913 0.912
PM Peak - - 04:45 - - - 04:45 - - - -
Vol. - - 1357 - - - 869 - - - -
P.H.F. 0.953 0.862
Percentag
e

34.7% 65.3% 38.7% 61.3%
ADT/AADT ADT 27,086 AADT 27,086
Page C-76
ITM
2020
Page C-77
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 166 166 0 0 0 170 0 170 336
07:15 AM 0 186 186 0 0 0 214 0 214 400
07:30 AM 2 206 208 0 0 0 252 0 252 460
07:45 AM 0 228 228 0 0 0 197 0 197 425
Total 2 786 788 0 0 0 833 0 833 1621
08:00 AM 0 192 192 0 0 0 192 0 192 384
08:15 AM 0 196 196 1 0 1 167 2 169 366
08:30 AM 0 188 188 1 1 2 175 0 175 365
08:45 AM 0 182 182 0 0 0 201 0 201 383
Total 0 758 758 2 1 3 735 2 737 1498
Grand Total 2 1544 1546 2 1 3 1568 2 1570 3119
Apprch % 0.1 99.9 66.7 33.3 99.9 0.1
Total % 0.1 49.5 49.6 0.1 0 0.1 50.3 0.1 50.3
Passenger Vehicles 2 1467 1469 2 0 2 1479 1 1480 2951
% Passenger Vehicles 100 95 95 100 0 66.7 94.3 50 94.3 94.6 Large 2 Axle Vehicles 0 48 48 0 0 0 49 1 50 98
% Large 2 Axle Vehicles 0 3.1 3.1 0 0 0 3.1 50 3.2 3.1
3 Axle Vehicles 0 23 23 0 0 0 24 0 24 47
% 3 Axle Vehicles 0 1.5 1.5 0 0 0 1.5 0 1.5 1.5
4+ Axle Trucks 0 6 6 0 1 1 16 0 16 23
% 4+ Axle Trucks 0 0.4 0.4 0 100 33.3 1 0 1 0.7
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total 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 07:15 AM
07:15 AM 0 186 186 0 0 0 214 0 214 400
07:30 AM 2 206 208 0 0 0 252 0 252 460
07:45 AM 0 228 228 0 0 0 197 0 197 425
08:00 AM 0 192 192 0 0 0 192 0 192 384
Total Volume 2 812 814 0 0 0 855 0 855 1669
% App. Total 0.2 99.8 0 0 100 0
PHF .250 .890 .893 .000 .000 .000 .848 .000 .848 .907
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-78
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
812
Left
2 Out Total In
855 814 1669
Left
0 Right
0 Out In Total
2 0 2
Thru
855
Right
0 Total Out In
812 855 1667
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:15 AM
+0 mins. 2 206 208 0 0 0 214 0 214
+15 mins. 0 228 228 0 0 0 252 0 252
+30 mins. 0 192 192 1 0 1 197 0 197
+45 mins. 0 196 196 1 1 2 192 0 192
Total Volume 2 822 824 2 1 3 855 0 855
% App. Total 0.2 99.8 66.7 33.3 100 0
PHF .250 .901 .904 .500 .250 .375 .848 .000 .848
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-79
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 156 156 0 0 0 161 0 161 317
07:15 AM 0 180 180 0 0 0 205 0 205 385
07:30 AM 2 195 197 0 0 0 238 0 238 435
07:45 AM 0 220 220 0 0 0 185 0 185 405
Total 2 751 753 0 0 0 789 0 789 1542
08:00 AM 0 175 175 0 0 0 179 0 179 354
08:15 AM 0 186 186 1 0 1 156 1 157 344
08:30 AM 0 183 183 1 0 1 161 0 161 345
08:45 AM 0 172 172 0 0 0 194 0 194 366
Total 0 716 716 2 0 2 690 1 691 1409
Grand Total 2 1467 1469 2 0 2 1479 1 1480 2951
Apprch % 0.1 99.9 100 0 99.9 0.1
Total % 0.1 49.7 49.8 0.1 0 0.1 50.1 0 50.2
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 180 180 0 0 0 205 0 205 385
07:30 AM 2 195 197 0 0 0 238 0 238 435
07:45 AM 0 220 220 0 0 0 185 0 185 405
08:00 AM 0 175 175 0 0 0 179 0 179 354
Total Volume 2 770 772 0 0 0 807 0 807 1579
% App. Total 0.3 99.7 0 0 100 0
PHF .250 .875 .877 .000 .000 .000 .848 .000 .848 .907
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-80
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
770
Left
2 Out Total In
807 772 1579
Left
0 Right
0 Out In Total
2 0 2
Thru
807
Right
0 Total Out In
770 807 1577
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 180 180 0 0 0 205 0 205
+15 mins. 2 195 197 0 0 0 238 0 238
+30 mins. 0 220 220 0 0 0 185 0 185
+45 mins. 0 175 175 0 0 0 179 0 179
Total Volume 2 770 772 0 0 0 807 0 807
% App. Total 0.3 99.7 0 0 100 0
PHF .250 .875 .877 .000 .000 .000 .848 .000 .848
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-81
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 6 6 0 0 0 8 0 8 14
07:15 AM 0 3 3 0 0 0 5 0 5 8
07:30 AM 0 8 8 0 0 0 8 0 8 16
07:45 AM 0 4 4 0 0 0 5 0 5 9
Total 0 21 21 0 0 0 26 0 26 47
08:00 AM 0 12 12 0 0 0 5 0 5 17
08:15 AM 0 7 7 0 0 0 5 1 6 13
08:30 AM 0 4 4 0 0 0 9 0 9 13
08:45 AM 0 4 4 0 0 0 4 0 4 8
Total 0 27 27 0 0 0 23 1 24 51
Grand Total 0 48 48 0 0 0 49 1 50 98
Apprch % 0 100 0 0 98 2
Total % 0 49 49 0 0 0 50 1 51
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 3 3 0 0 0 5 0 5 8
07:30 AM 0 8 8 0 0 0 8 0 8 16
07:45 AM 0 4 4 0 0 0 5 0 5 9
08:00 AM 0 12 12 0 0 0 5 0 5 17
Total Volume 0 27 27 0 0 0 23 0 23 50
% App. Total 0 100 0 0 100 0
PHF .000 .563 .563 .000 .000 .000 .719 .000 .719 .735
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-82
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
27 Left
0 Out Total In
23 27 50
Left
0 Right
0 Out In Total
0 0 0
Thru
23 Right
0 Total Out In
27 23 50
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 3 3 0 0 0 5 0 5
+15 mins. 0 8 8 0 0 0 8 0 8
+30 mins. 0 4 4 0 0 0 5 0 5
+45 mins. 0 12 12 0 0 0 5 0 5
Total Volume 0 27 27 0 0 0 23 0 23
% App. Total 0 100 0 0 100 0
PHF .000 .563 .563 .000 .000 .000 .719 .000 .719
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-83
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 3 3 0 0 0 1 0 1 4
07:15 AM 0 1 1 0 0 0 2 0 2 3
07:30 AM 0 3 3 0 0 0 3 0 3 6
07:45 AM 0 3 3 0 0 0 3 0 3 6
Total 0 10 10 0 0 0 9 0 9 19
08:00 AM 0 5 5 0 0 0 4 0 4 9
08:15 AM 0 3 3 0 0 0 4 0 4 7
08:30 AM 0 0 0 0 0 0 4 0 4 4
08:45 AM 0 5 5 0 0 0 3 0 3 8
Total 0 13 13 0 0 0 15 0 15 28
Grand Total 0 23 23 0 0 0 24 0 24 47
Apprch % 0 100 0 0 100 0
Total % 0 48.9 48.9 0 0 0 51.1 0 51.1
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 1 1 0 0 0 2 0 2 3
07:30 AM 0 3 3 0 0 0 3 0 3 6
07:45 AM 0 3 3 0 0 0 3 0 3 6
08:00 AM 0 5 5 0 0 0 4 0 4 9
Total Volume 0 12 12 0 0 0 12 0 12 24
% App. Total 0 100 0 0 100 0
PHF .000 .600 .600 .000 .000 .000 .750 .000 .750 .667
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-84
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
12 Left
0 Out Total In
12 12 24
Left
0 Right
0 Out In Total
0 0 0
Thru
12 Right
0 Total Out In
12 12 24
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 1 1 0 0 0 2 0 2
+15 mins. 0 3 3 0 0 0 3 0 3
+30 mins. 0 3 3 0 0 0 3 0 3
+45 mins. 0 5 5 0 0 0 4 0 4
Total Volume 0 12 12 0 0 0 12 0 12
% App. Total 0 100 0 0 100 0
PHF .000 .600 .600 .000 .000 .000 .750 .000 .750
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-85
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 1 1 0 0 0 0 0 0 1
07:15 AM 0 2 2 0 0 0 2 0 2 4
07:30 AM 0 0 0 0 0 0 3 0 3 3
07:45 AM 0 1 1 0 0 0 4 0 4 5
Total 0 4 4 0 0 0 9 0 9 13
08:00 AM 0 0 0 0 0 0 4 0 4 4
08:15 AM 0 0 0 0 0 0 2 0 2 2
08:30 AM 0 1 1 0 1 1 1 0 1 3
08:45 AM 0 1 1 0 0 0 0 0 0 1
Total 0 2 2 0 1 1 7 0 7 10
Grand Total 0 6 6 0 1 1 16 0 16 23
Apprch % 0 100 0 100 100 0
Total % 0 26.1 26.1 0 4.3 4.3 69.6 0 69.6
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 2 2 0 0 0 2 0 2 4
07:30 AM 0 0 0 0 0 0 3 0 3 3
07:45 AM 0 1 1 0 0 0 4 0 4 5
08:00 AM 0 0 0 0 0 0 4 0 4 4
Total Volume 0 3 3 0 0 0 13 0 13 16
% App. Total 0 100 0 0 100 0
PHF .000 .375 .375 .000 .000 .000 .813 .000 .813 .800
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-86
File Name : 01_PRV_Bev RV_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
3 Left
0 Out Total In
13 3 16
Left
0 Right
0 Out In Total
0 0 0
Thru
13 Right
0 Total Out In
3 13 16
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 2 2 0 0 0 2 0 2
+15 mins. 0 0 0 0 0 0 3 0 3
+30 mins. 0 1 1 0 0 0 4 0 4
+45 mins. 0 0 0 0 0 0 4 0 4
Total Volume 0 3 3 0 0 0 13 0 13
% App. Total 0 100 0 0 100 0
PHF .000 .375 .375 .000 .000 .000 .813 .000 .813
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-87
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 1 197 198 0 1 1 304 0 304 503
04:15 PM 0 187 187 0 1 1 341 2 343 531
04:30 PM 0 219 219 0 1 1 348 0 348 568
04:45 PM 0 194 194 0 0 0 323 2 325 519
Total 1 797 798 0 3 3 1316 4 1320 2121
05:00 PM 1 213 214 1 2 3 369 1 370 587
05:15 PM 1 246 247 0 1 1 345 0 345 593
05:30 PM 0 220 220 0 0 0 330 0 330 550
05:45 PM 0 199 199 0 0 0 313 0 313 512
Total 2 878 880 1 3 4 1357 1 1358 2242
Grand Total 3 1675 1678 1 6 7 2673 5 2678 4363
Apprch % 0.2 99.8 14.3 85.7 99.8 0.2
Total % 0.1 38.4 38.5 0 0.1 0.2 61.3 0.1 61.4
Passenger Vehicles 3 1632 1635 1 5 6 2634 4 2638 4279
% Passenger Vehicles 100 97.4 97.4 100 83.3 85.7 98.5 80 98.5 98.1 Large 2 Axle Vehicles 0 28 28 0 1 1 35 1 36 65
% Large 2 Axle Vehicles 0 1.7 1.7 0 16.7 14.3 1.3 20 1.3 1.5 3 Axle Vehicles 0 2 2 0 0 0 2 0 2 4
% 3 Axle Vehicles 0 0.1 0.1 0 0 0 0.1 0 0.1 0.1
4+ Axle Trucks 0 13 13 0 0 0 2 0 2 15
% 4+ Axle Trucks 0 0.8 0.8 0 0 0 0.1 0 0.1 0.3
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 219 219 0 1 1 348 0 348 568
04:45 PM 0 194 194 0 0 0 323 2 325 519
05:00 PM 1 213 214 1 2 3 369 1 370 587
05:15 PM 1 246 247 0 1 1 345 0 345 593
Total Volume 2 872 874 1 4 5 1385 3 1388 2267
% App. Total 0.2 99.8 20 80 99.8 0.2
PHF .500 .886 .885 .250 .500 .417 .938 .375 .938 .956
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-88
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
872
Left
2 Out Total In
1389 874 2263
Left
1 Right
4 Out In Total
5 5 10
1385
Thru Right
3 Total Out In
873 1388 2261
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 04:30 PM
+0 mins. 1 213 214 0 1 1 348 0 348
+15 mins. 1 246 247 0 1 1 323 2 325
+30 mins. 0 220 220 0 0 0 369 1 370
+45 mins. 0 199 199 1 2 3 345 0 345
Total Volume 2 878 880 1 4 5 1385 3 1388
% App. Total 0.2 99.8 20 80 99.8 0.2
PHF .500 .892 .891 .250 .500 .417 .938 .375 .938
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-89
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 1 193 194 0 1 1 300 0 300 495
04:15 PM 0 181 181 0 1 1 332 2 334 516
04:30 PM 0 215 215 0 1 1 344 0 344 560
04:45 PM 0 188 188 0 0 0 317 1 318 506
Total 1 777 778 0 3 3 1293 3 1296 2077
05:00 PM 1 207 208 1 1 2 366 1 367 577
05:15 PM 1 239 240 0 1 1 339 0 339 580
05:30 PM 0 214 214 0 0 0 325 0 325 539
05:45 PM 0 195 195 0 0 0 311 0 311 506
Total 2 855 857 1 2 3 1341 1 1342 2202
Grand Total 3 1632 1635 1 5 6 2634 4 2638 4279
Apprch % 0.2 99.8 16.7 83.3 99.8 0.2
Total % 0.1 38.1 38.2 0 0.1 0.1 61.6 0.1 61.6
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 215 215 0 1 1 344 0 344 560
04:45 PM 0 188 188 0 0 0 317 1 318 506
05:00 PM 1 207 208 1 1 2 366 1 367 577
05:15 PM 1 239 240 0 1 1 339 0 339 580
Total Volume 2 849 851 1 3 4 1366 2 1368 2223
% App. Total 0.2 99.8 25 75 99.9 0.1
PHF .500 .888 .886 .250 .750 .500 .933 .500 .932 .958
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-90
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
849
Left
2 Out Total In
1369 851 2220
Left
1 Right
3 Out In Total
4 4 8
1366
Thru Right
2 Total Out In
850 1368 2218
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 215 215 0 1 1 344 0 344
+15 mins. 0 188 188 0 0 0 317 1 318
+30 mins. 1 207 208 1 1 2 366 1 367
+45 mins. 1 239 240 0 1 1 339 0 339
Total Volume 2 849 851 1 3 4 1366 2 1368
% App. Total 0.2 99.8 25 75 99.9 0.1
PHF .500 .888 .886 .250 .750 .500 .933 .500 .932
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-91
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 4 4 0 0 0 3 0 3 7
04:15 PM 0 4 4 0 0 0 9 0 9 13
04:30 PM 0 2 2 0 0 0 3 0 3 5
04:45 PM 0 4 4 0 0 0 5 1 6 10
Total 0 14 14 0 0 0 20 1 21 35
05:00 PM 0 2 2 0 1 1 3 0 3 6
05:15 PM 0 4 4 0 0 0 6 0 6 10
05:30 PM 0 4 4 0 0 0 5 0 5 9
05:45 PM 0 4 4 0 0 0 1 0 1 5
Total 0 14 14 0 1 1 15 0 15 30
Grand Total 0 28 28 0 1 1 35 1 36 65
Apprch % 0 100 0 100 97.2 2.8
Total % 0 43.1 43.1 0 1.5 1.5 53.8 1.5 55.4
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 2 2 0 0 0 3 0 3 5
04:45 PM 0 4 4 0 0 0 5 1 6 10
05:00 PM 0 2 2 0 1 1 3 0 3 6
05:15 PM 0 4 4 0 0 0 6 0 6 10
Total Volume 0 12 12 0 1 1 17 1 18 31
% App. Total 0 100 0 100 94.4 5.6
PHF .000 .750 .750 .000 .250 .250 .708 .250 .750 .775
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-92
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
12 Left
0 Out Total In
18 12 30
Left
0 Right
1 Out In Total
1 1 2
Thru
17 Right
1 Total Out In
12 18 30
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 2 2 0 0 0 3 0 3
+15 mins. 0 4 4 0 0 0 5 1 6
+30 mins. 0 2 2 0 1 1 3 0 3
+45 mins. 0 4 4 0 0 0 6 0 6
Total Volume 0 12 12 0 1 1 17 1 18
% App. Total 0 100 0 100 94.4 5.6
PHF .000 .750 .750 .000 .250 .250 .708 .250 .750
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-93
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 0 1 1
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 2 0 2 2
05:00 PM 0 2 2 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 2 2 0 0 0 0 0 0 2
Grand Total 0 2 2 0 0 0 2 0 2 4
Apprch % 0 100 0 0 100 0
Total % 0 50 50 0 0 0 50 0 50
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 2 2 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 2 0 0 0 1 0 1 3
% App. Total 0 100 0 0 100 0
PHF .000 .250 .250 .000 .000 .000 .250 .000 .250 .375
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-94
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
2 Left
0 Out Total In
1 2 3
Left
0 Right
0 Out In Total
0 0 0
Thru
1 Right
0 Total Out In
2 1 3
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 1 0 1
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 2 2 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 2 2 0 0 0 1 0 1
% App. Total 0 100 0 0 100 0
PHF .000 .250 .250 .000 .000 .000 .250 .000 .250
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-95
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 2 2 0 0 0 0 0 0 2
04:30 PM 0 2 2 0 0 0 0 0 0 2
04:45 PM 0 2 2 0 0 0 1 0 1 3
Total 0 6 6 0 0 0 1 0 1 7
05:00 PM 0 2 2 0 0 0 0 0 0 2
05:15 PM 0 3 3 0 0 0 0 0 0 3
05:30 PM 0 2 2 0 0 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 1 0 1 1
Total 0 7 7 0 0 0 1 0 1 8
Grand Total 0 13 13 0 0 0 2 0 2 15
Apprch % 0 100 0 0 100 0
Total % 0 86.7 86.7 0 0 0 13.3 0 13.3
Beverly Boulevard
Westbound
Beverly RV Storage Driveway
Northbound
Beverly Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 2 2 0 0 0 0 0 0 2
04:45 PM 0 2 2 0 0 0 1 0 1 3
05:00 PM 0 2 2 0 0 0 0 0 0 2
05:15 PM 0 3 3 0 0 0 0 0 0 3
Total Volume 0 9 9 0 0 0 1 0 1 10
% App. Total 0 100 0 0 100 0
PHF .000 .750 .750 .000 .000 .000 .250 .000 .250 .833
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-96
File Name : 01_PRV_Bev RV_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Beverly RV Storage Driveway
E/W: Beverly Boulevard
Weather: Clear
Beverly Boulevard
Beverly Boulevard
Beverly RV Storage Driveway
Thru
9 Left
0 Out Total In
1 9 10
Left
0 Right
0 Out In Total
0 0 0
Thru
1 Right
0 Total Out In
9 1 10
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 2 2 0 0 0 0 0 0
+15 mins. 0 2 2 0 0 0 1 0 1
+30 mins. 0 2 2 0 0 0 0 0 0
+45 mins. 0 3 3 0 0 0 0 0 0
Total Volume 0 9 9 0 0 0 1 0 1
% App. Total 0 100 0 0 100 0
PHF .000 .750 .750 .000 .000 .000 .250 .000 .250
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-97
Location:  Date: 8/18/2020
N/S:  Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Beverly RV Storage DW Beverly Boulevard Dead End Beverly Boulevard Pedestrians Pedestrians Pedestrians Pedestrians
0020 2
0000 0
0000 0
0020 2
0000 0
0020 2
0020 2
0000 0
0 0 8 08
North Leg East Leg South Leg West Leg
Beverly RV Storage DW Beverly Boulevard Dead End Beverly Boulevard Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
Pico Rivera
Beverly RV Storage DW
Beverly Boulevard

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page C-98
Location:  Date: 8/18/2020
N/S:  Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000010000010 2
000000000000 0
000010000000 1
000010000030 4
000010000000 1
000010000010 2
000020000000 2
0 0 0 0 7 0 0 0 0 0 5 0 12
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000010000000 1
000000000000 0
000000000000 0
000000000010 1
000010000000 1
000000000000 0
000000000000 0
000000000010 1
000020000020 4
Beverly Boulevard
Beverly RV Storage DW
Pico Rivera

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
Beverly RV Storage DW Beverly Boulevard Dead End Beverly Boulevard TOTAL VOLUMES:

Beverly RV Storage DW Beverly Boulevard Dead End Beverly Boulevard Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page C-99
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 163 48 211 0 0 43 43 0 81 89 170 424 07:15 AM 0 0 0 0 0 196 59 255 0 0 58 58 0 116 107 223 536 07:30 AM 0 0 0 0 0 212 59 271 0 0 74 74 0 133 116 249 594 07:45 AM 0 0 0 0 0 215 46 261 0 0 83 83 0 116 70 186 530 Total 0 0 0 0 0 786 212 998 0 0 258 258 0 446 382 828 2084 08:00 AM 0 0 0 0 0 188 37 225 0 0 64 64 0 117 64 181 470 08:15 AM 0 0 0 0 0 187 41 228 0 0 62 62 0 90 90 180 470 08:30 AM 0 0 0 0 0 196 51 247 0 0 84 84 0 100 77 177 508 08:45 AM 0 0 0 0 0 178 42 220 0 0 81 81 0 123 77 200 501 Total 0 0 0 0 0 749 171 920 0 0 291 291 0 430 308 738 1949 Grand Total 0 0 0 0 0 1535 383 1918 0 0 549 549 0 876 690 1566 4033 Apprch % 0 0 0 0 80 20 0 0 100 0 55.9 44.1
Total % 0 0 0 0 0 38.1 9.5 47.6 0 0 13.6 13.6 0 21.7 17.1 38.8 Passenger Vehicles 0 0 0 0 0 1463 371 1834 0 0 527 527 0 830 646 1476 3837 % Passenger Vehicles 0 0 0 0 0 95.3 96.9 95.6 0 0 96 96 0 94.7 93.6 94.3 95.1 Large 2 Axle Vehicles 0 0 0 0 0 42 10 52 0 0 20 20 0 31 16 47 119 % Large 2 Axle Vehicles 0 0 0 0 0 2.7 2.6 2.7 0 0 3.6 3.6 0 3.5 2.3 3 3 3 Axle Vehicles 0 0 0 0 0 24 2 26 0 0 2 2 0 7 19 26 54
% 3 Axle Vehicles 0 0 0 0 0 1.6 0.5 1.4 0 0 0.4 0.4 0 0.8 2.8 1.7 1.3 4+ Axle Trucks 0 0 0 0 0 6 0 6 0 0 0 0 0 8 9 17 23
% 4+ Axle Trucks 0 0 0 0 0 0.4 0 0.3 0 0 0 0 0 0.9 1.3 1.1 0.6 I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:15 AM
07:15 AM 0 0 0 0 0 196 59 255 0 0 58 58 0 116 107 223 536 07:30 AM 0 0 0 0 0 212 59 271 0 0 74 74 0 133 116 249 594 07:45 AM 0 0 0 0 0 215 46 261 0 0 83 83 0 116 70 186 530 08:00 AM 0 0 0 0 0 188 37 225 0 0 64 64 0 117 64 181 470 Total Volume 0 0 0 0 0 811 201 1012 0 0 279 279 0 482 357 839 2130 % App. Total 0 0 0 0 80.1 19.9 0 0 100 0 57.4 42.6
PHF .000 .000 .000 .000 .000 .943 .852 .934 .000 .000 .840 .840 .000 .906 .769 .842 .896 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-100
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
201 0 201
Right
201
Thru
811
Left
0 Out Total In
761 1012 1773
Left
0 Thru
0 Right
279
Out In Total
357 279 636
Left
0 Thru
482
Right
357
Total Out In
811 839 1650
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:15 AM 07:45 AM 07:15 AM
+0 mins. 0 0 0 0 0 196 59 255 0 0 83 83 0 116 107 223
+15 mins. 0 0 0 0 0 212 59 271 0 0 64 64 0 133 116 249
+30 mins. 0 0 0 0 0 215 46 261 0 0 62 62 0 116 70 186
+45 mins. 0 0 0 0 0 188 37 225 0 0 84 84 0 117 64 181
Total Volume 0 0 0 0 0 811 201 1012 0 0 293 293 0 482 357 839 % App. Total 0 0 0 0 80.1 19.9 0 0 100 0 57.4 42.6
PHF .000 .000 .000 .000 .000 .943 .852 .934 .000 .000 .872 .872 .000 .906 .769 .842 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-101
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 154 46 200 0 0 39 39 0 76 86 162 401 07:15 AM 0 0 0 0 0 190 57 247 0 0 55 55 0 109 103 212 514 07:30 AM 0 0 0 0 0 200 58 258 0 0 73 73 0 129 107 236 567 07:45 AM 0 0 0 0 0 210 44 254 0 0 80 80 0 111 63 174 508 Total 0 0 0 0 0 754 205 959 0 0 247 247 0 425 359 784 1990 08:00 AM 0 0 0 0 0 172 36 208 0 0 61 61 0 106 60 166 435 08:15 AM 0 0 0 0 0 177 41 218 0 0 60 60 0 86 83 169 447 08:30 AM 0 0 0 0 0 192 49 241 0 0 80 80 0 92 70 162 483 08:45 AM 0 0 0 0 0 168 40 208 0 0 79 79 0 121 74 195 482 Total 0 0 0 0 0 709 166 875 0 0 280 280 0 405 287 692 1847 Grand Total 0 0 0 0 0 1463 371 1834 0 0 527 527 0 830 646 1476 3837 Apprch % 0 0 0 0 79.8 20.2 0 0 100 0 56.2 43.8
Total % 0 0 0 0 0 38.1 9.7 47.8 0 0 13.7 13.7 0 21.6 16.8 38.5 I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 190 57 247 0 0 55 55 0 109 103 212 514 07:30 AM 0 0 0 0 0 200 58 258 0 0 73 73 0 129 107 236 567 07:45 AM 0 0 0 0 0 210 44 254 0 0 80 80 0 111 63 174 508 08:00 AM 0 0 0 0 0 172 36 208 0 0 61 61 0 106 60 166 435 Total Volume 0 0 0 0 0 772 195 967 0 0 269 269 0 455 333 788 2024 % App. Total 0 0 0 0 79.8 20.2 0 0 100 0 57.7 42.3
PHF .000 .000 .000 .000 .000 .919 .841 .937 .000 .000 .841 .841 .000 .882 .778 .835 .892 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-102
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
195 0 195
Right
195
Thru
772
Left
0 Out Total In
724 967 1691
Left
0 Thru
0 Right
269
Out In Total
333 269 602
Left
0 Thru
455
Right
333
Total Out In
772 788 1560
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 190 57 247 0 0 55 55 0 109 103 212
+15 mins. 0 0 0 0 0 200 58 258 0 0 73 73 0 129 107 236
+30 mins. 0 0 0 0 0 210 44 254 0 0 80 80 0 111 63 174
+45 mins. 0 0 0 0 0 172 36 208 0 0 61 61 0 106 60 166
Total Volume 0 0 0 0 0 772 195 967 0 0 269 269 0 455 333 788 % App. Total 0 0 0 0 79.8 20.2 0 0 100 0 57.7 42.3
PHF .000 .000 .000 .000 .000 .919 .841 .937 .000 .000 .841 .841 .000 .882 .778 .835 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-103
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 5 1 6 0 0 3 3 0 5 3 8 17
07:15 AM 0 0 0 0 0 3 2 5 0 0 3 3 0 4 3 7 15
07:30 AM 0 0 0 0 0 7 1 8 0 0 1 1 0 2 4 6 15
07:45 AM 0 0 0 0 0 2 2 4 0 0 3 3 0 4 1 5 12
Total 0 0 0 0 0 17 6 23 0 0 10 10 0 15 11 26 59
08:00 AM 0 0 0 0 0 11 0 11 0 0 3 3 0 4 1 5 19
08:15 AM 0 0 0 0 0 7 0 7 0 0 1 1 0 3 2 5 13
08:30 AM 0 0 0 0 0 3 2 5 0 0 4 4 0 7 2 9 18
08:45 AM 0 0 0 0 0 4 2 6 0 0 2 2 0 2 0 2 10
Total 0 0 0 0 0 25 4 29 0 0 10 10 0 16 5 21 60
Grand Total 0 0 0 0 0 42 10 52 0 0 20 20 0 31 16 47 119 Apprch % 0 0 0 0 80.8 19.2 0 0 100 0 66 34
Total % 0 0 0 0 0 35.3 8.4 43.7 0 0 16.8 16.8 0 26.1 13.4 39.5 I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 3 2 5 0 0 3 3 0 4 3 7 15
07:30 AM 0 0 0 0 0 7 1 8 0 0 1 1 0 2 4 6 15
07:45 AM 0 0 0 0 0 2 2 4 0 0 3 3 0 4 1 5 12
08:00 AM 0 0 0 0 0 11 0 11 0 0 3 3 0 4 1 5 19
Total Volume 0 0 0 0 0 23 5 28 0 0 10 10 0 14 9 23 61
% App. Total 0 0 0 0 82.1 17.9 0 0 100 0 60.9 39.1
PHF .000 .000 .000 .000 .000 .523 .625 .636 .000 .000 .833 .833 .000 .875 .563 .821 .803 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-104
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
5 0 5
Right
5 Thru
23 Left
0 Out Total In
24 28 52
Left
0 Thru
0 Right
10 Out In Total
9 10 19
Left
0 Thru
14 Right
9 Total Out In
23 23 46
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 3 2 5 0 0 3 3 0 4 3 7
+15 mins. 0 0 0 0 0 7 1 8 0 0 1 1 0 2 4 6
+30 mins. 0 0 0 0 0 2 2 4 0 0 3 3 0 4 1 5
+45 mins. 0 0 0 0 0 11 0 11 0 0 3 3 0 4 1 5
Total Volume 0 0 0 0 0 23 5 28 0 0 10 10 0 14 9 23
% App. Total 0 0 0 0 82.1 17.9 0 0 100 0 60.9 39.1
PHF .000 .000 .000 .000 .000 .523 .625 .636 .000 .000 .833 .833 .000 .875 .563 .821 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-105
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 3 1 4 0 0 1 1 0 0 0 0 5
07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 1 2 3
07:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 1 3 4 9
07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 3 3 5
Total 0 0 0 0 0 11 1 12 0 0 1 1 0 2 7 9 22
08:00 AM 0 0 0 0 0 5 1 6 0 0 0 0 0 3 3 6 12
08:15 AM 0 0 0 0 0 3 0 3 0 0 1 1 0 1 3 4 8
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4 4
08:45 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 0 3 3 8
Total 0 0 0 0 0 13 1 14 0 0 1 1 0 5 12 17 32
Grand Total 0 0 0 0 0 24 2 26 0 0 2 2 0 7 19 26 54
Apprch % 0 0 0 0 92.3 7.7 0 0 100 0 26.9 73.1
Total % 0 0 0 0 0 44.4 3.7 48.1 0 0 3.7 3.7 0 13 35.2 48.1 I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 1 2 3
07:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 1 3 4 9
07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 3 3 5
08:00 AM 0 0 0 0 0 5 1 6 0 0 0 0 0 3 3 6 12
Total Volume 0 0 0 0 0 13 1 14 0 0 0 0 0 5 10 15 29
% App. Total 0 0 0 0 92.9 7.1 0 0 0 0 33.3 66.7
PHF .000 .000 .000 .000 .000 .650 .250 .583 .000 .000 .000 .000 .000 .417 .833 .625 .604 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-106
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
1 Thru
13 Left
0 Out Total In
5 14 19
Left
0 Thru
0 Right
0 Out In Total
10 0 10
Left
0 Thru
5 Right
10 Total Out In
13 15 28
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 1 1 2
+15 mins. 0 0 0 0 0 5 0 5 0 0 0 0 0 1 3 4
+30 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 0 3 3
+45 mins. 0 0 0 0 0 5 1 6 0 0 0 0 0 3 3 6
Total Volume 0 0 0 0 0 13 1 14 0 0 0 0 0 5 10 15
% App. Total 0 0 0 0 92.9 7.1 0 0 0 0 33.3 66.7
PHF .000 .000 .000 .000 .000 .650 .250 .583 .000 .000 .000 .000 .000 .417 .833 .625 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-107
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
07:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 3 3
07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 3 4 5
Total 0 0 0 0 0 4 0 4 0 0 0 0 0 4 5 9 13
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 4
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2
08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2 3
08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 2 0 2 0 0 0 0 0 4 4 8 10
Grand Total 0 0 0 0 0 6 0 6 0 0 0 0 0 8 9 17 23
Apprch % 0 0 0 0 100 0 0 0 0 0 47.1 52.9
Total % 0 0 0 0 0 26.1 0 26.1 0 0 0 0 0 34.8 39.1 73.9
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 3 3
07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 3 4 5
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 4
Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 8 5 13 16
% App. Total 0 0 0 0 100 0 0 0 0 0 61.5 38.5
PHF .000 .000 .000 .000 .000 .375 .000 .375 .000 .000 .000 .000 .000 .500 .417 .813 .800 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-108
File Name : 02_WTR_605S_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
3 Left
0 Out Total In
8 3 11
Left
0 Thru
0 Right
0 Out In Total
5 0 5
Left
0 Thru
8 Right
5 Total Out In
3 13 16
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 3
+30 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 1 3 4
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4
Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 8 5 13
% App. Total 0 0 0 0 100 0 0 0 0 0 61.5 38.5
PHF .000 .000 .000 .000 .000 .375 .000 .375 .000 .000 .000 .000 .000 .500 .417 .813 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-109
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 192 25 217 3 0 108 111 0 220 83 303 631 04:15 PM 0 0 0 0 0 183 50 233 1 0 112 113 0 257 90 347 693 04:30 PM 0 0 0 0 0 217 38 255 0 0 112 112 0 264 88 352 719 04:45 PM 0 0 0 0 0 184 28 212 0 0 110 110 0 242 91 333 655 Total 0 0 0 0 0 776 141 917 4 0 442 446 0 983 352 1335 2698 05:00 PM 0 0 0 0 0 209 28 237 0 0 137 137 0 283 77 360 734 05:15 PM 0 0 0 0 0 231 21 252 0 0 140 140 0 288 50 338 730 05:30 PM 0 0 0 0 0 212 40 252 0 0 132 132 0 226 105 331 715 05:45 PM 0 0 0 0 0 184 30 214 0 0 100 100 0 236 79 315 629 Total 0 0 0 0 0 836 119 955 0 0 509 509 0 1033 311 1344 2808 Grand Total 0 0 0 0 0 1612 260 1872 4 0 951 955 0 2016 663 2679 5506 Apprch % 0 0 0 0 86.1 13.9 0.4 0 99.6 0 75.3 24.7
Total % 0 0 0 0 0 29.3 4.7 34 0.1 0 17.3 17.3 0 36.6 12 48.7 Passenger Vehicles 0 0 0 0 0 1570 256 1826 4 0 940 944 0 1994 647 2641 5411 % Passenger Vehicles 0 0 0 0 0 97.4 98.5 97.5 100 0 98.8 98.8 0 98.9 97.6 98.6 98.3 Large 2 Axle Vehicles 0 0 0 0 0 27 3 30 0 0 9 9 0 21 13 34 73 % Large 2 Axle Vehicles 0 0 0 0 0 1.7 1.2 1.6 0 0 0.9 0.9 0 1 2 1.3 1.3 3 Axle Vehicles 0 0 0 0 0 2 0 2 0 0 1 1 0 1 1 2 5
% 3 Axle Vehicles 0 0 0 0 0 0.1 0 0.1 0 0 0.1 0.1 0 0 0.2 0.1 0.1 4+ Axle Trucks 0 0 0 0 0 13 1 14 0 0 1 1 0 0 2 2 17
% 4+ Axle Trucks 0 0 0 0 0 0.8 0.4 0.7 0 0 0.1 0.1 0 0 0.3 0.1 0.3 I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 217 38 255 0 0 112 112 0 264 88 352 719 04:45 PM 0 0 0 0 0 184 28 212 0 0 110 110 0 242 91 333 655 05:00 PM 0 0 0 0 0 209 28 237 0 0 137 137 0 283 77 360 734 05:15 PM 0 0 0 0 0 231 21 252 0 0 140 140 0 288 50 338 730 Total Volume 0 0 0 0 0 841 115 956 0 0 499 499 0 1077 306 1383 2838 % App. Total 0 0 0 0 88 12 0 0 100 0 77.9 22.1
PHF .000 .000 .000 .000 .000 .910 .757 .937 .000 .000 .891 .891 .000 .935 .841 .960 .967 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-110
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
115 0 115
Right
115
Thru
841
Left
0 Out Total In
1576 956 2532
Left
0 Thru
0 Right
499
Out In Total
306 499 805
Left
0 1077
Thru Right
306
Total Out In
841 1383 2224
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:30 PM 04:45 PM 04:15 PM
+0 mins. 0 0 0 0 0 217 38 255 0 0 110 110 0 257 90 347
+15 mins. 0 0 0 0 0 184 28 212 0 0 137 137 0 264 88 352 +30 mins. 0 0 0 0 0 209 28 237 0 0 140 140 0 242 91 333 +45 mins. 0 0 0 0 0 231 21 252 0 0 132 132 0 283 77 360 Total Volume 0 0 0 0 0 841 115 956 0 0 519 519 0 1046 346 1392 % App. Total 0 0 0 0 88 12 0 0 100 0 75.1 24.9
PHF .000 .000 .000 .000 .000 .910 .757 .937 .000 .000 .927 .927 .000 .924 .951 .967 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-111
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 188 25 213 3 0 107 110 0 217 80 297 620 04:15 PM 0 0 0 0 0 178 48 226 1 0 110 111 0 251 87 338 675 04:30 PM 0 0 0 0 0 213 37 250 0 0 110 110 0 262 87 349 709 04:45 PM 0 0 0 0 0 177 27 204 0 0 108 108 0 240 87 327 639 Total 0 0 0 0 0 756 137 893 4 0 435 439 0 970 341 1311 2643 05:00 PM 0 0 0 0 0 203 28 231 0 0 135 135 0 282 75 357 723 05:15 PM 0 0 0 0 0 225 21 246 0 0 140 140 0 284 50 334 720 05:30 PM 0 0 0 0 0 207 40 247 0 0 131 131 0 223 103 326 704 05:45 PM 0 0 0 0 0 179 30 209 0 0 99 99 0 235 78 313 621 Total 0 0 0 0 0 814 119 933 0 0 505 505 0 1024 306 1330 2768 Grand Total 0 0 0 0 0 1570 256 1826 4 0 940 944 0 1994 647 2641 5411 Apprch % 0 0 0 0 86 14 0.4 0 99.6 0 75.5 24.5
Total % 0 0 0 0 0 29 4.7 33.7 0.1 0 17.4 17.4 0 36.9 12 48.8 I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 213 37 250 0 0 110 110 0 262 87 349 709 04:45 PM 0 0 0 0 0 177 27 204 0 0 108 108 0 240 87 327 639 05:00 PM 0 0 0 0 0 203 28 231 0 0 135 135 0 282 75 357 723 05:15 PM 0 0 0 0 0 225 21 246 0 0 140 140 0 284 50 334 720 Total Volume 0 0 0 0 0 818 113 931 0 0 493 493 0 1068 299 1367 2791 % App. Total 0 0 0 0 87.9 12.1 0 0 100 0 78.1 21.9
PHF .000 .000 .000 .000 .000 .909 .764 .931 .000 .000 .880 .880 .000 .940 .859 .957 .965 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-112
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
113 0 113
Right
113
Thru
818
Left
0 Out Total In
1561 931 2492
Left
0 Thru
0 Right
493
Out In Total
299 493 792
Left
0 1068
Thru Right
299
Total Out In
818 1367 2185
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 213 37 250 0 0 110 110 0 262 87 349
+15 mins. 0 0 0 0 0 177 27 204 0 0 108 108 0 240 87 327 +30 mins. 0 0 0 0 0 203 28 231 0 0 135 135 0 282 75 357 +45 mins. 0 0 0 0 0 225 21 246 0 0 140 140 0 284 50 334 Total Volume 0 0 0 0 0 818 113 931 0 0 493 493 0 1068 299 1367 % App. Total 0 0 0 0 87.9 12.1 0 0 100 0 78.1 21.9
PHF .000 .000 .000 .000 .000 .909 .764 .931 .000 .000 .880 .880 .000 .940 .859 .957 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-113
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 4 0 4 0 0 1 1 0 3 2 5 10
04:15 PM 0 0 0 0 0 3 2 5 0 0 1 1 0 6 3 9 15
04:30 PM 0 0 0 0 0 2 1 3 0 0 1 1 0 1 1 2 6
04:45 PM 0 0 0 0 0 5 0 5 0 0 2 2 0 2 3 5 12
Total 0 0 0 0 0 14 3 17 0 0 5 5 0 12 9 21 43
05:00 PM 0 0 0 0 0 2 0 2 0 0 2 2 0 1 2 3 7
05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 7
05:30 PM 0 0 0 0 0 3 0 3 0 0 1 1 0 3 2 5 9
05:45 PM 0 0 0 0 0 5 0 5 0 0 1 1 0 1 0 1 7
Total 0 0 0 0 0 13 0 13 0 0 4 4 0 9 4 13 30
Grand Total 0 0 0 0 0 27 3 30 0 0 9 9 0 21 13 34 73
Apprch % 0 0 0 0 90 10 0 0 100 0 61.8 38.2
Total % 0 0 0 0 0 37 4.1 41.1 0 0 12.3 12.3 0 28.8 17.8 46.6 I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 2 1 3 0 0 1 1 0 1 1 2 6
04:45 PM 0 0 0 0 0 5 0 5 0 0 2 2 0 2 3 5 12
05:00 PM 0 0 0 0 0 2 0 2 0 0 2 2 0 1 2 3 7
05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 7
Total Volume 0 0 0 0 0 12 1 13 0 0 5 5 0 8 6 14 32
% App. Total 0 0 0 0 92.3 7.7 0 0 100 0 57.1 42.9
PHF .000 .000 .000 .000 .000 .600 .250 .650 .000 .000 .625 .625 .000 .500 .500 .700 .667 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-114
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
1 Thru
12 Left
0 Out Total In
13 13 26
Left
0 Thru
0 Right
5 Out In Total
6 5 11
Left
0 Thru
8 Right
6 Total Out In
12 14 26
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 2 1 3 0 0 1 1 0 1 1 2
+15 mins. 0 0 0 0 0 5 0 5 0 0 2 2 0 2 3 5
+30 mins. 0 0 0 0 0 2 0 2 0 0 2 2 0 1 2 3
+45 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4
Total Volume 0 0 0 0 0 12 1 13 0 0 5 5 0 8 6 14
% App. Total 0 0 0 0 92.3 7.7 0 0 100 0 57.1 42.9
PHF .000 .000 .000 .000 .000 .600 .250 .650 .000 .000 .625 .625 .000 .500 .500 .700 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-115
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 2 3
05:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
Grand Total 0 0 0 0 0 2 0 2 0 0 1 1 0 1 1 2 5
Apprch % 0 0 0 0 100 0 0 0 100 0 50 50
Total % 0 0 0 0 0 40 0 40 0 0 20 20 0 20 20 40
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .375 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-116
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
2 Left
0 Out Total In
1 2 3
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
1 Right
0 Total Out In
2 1 3
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-117
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
04:30 PM 0 0 0 0 0 2 0 2 0 0 1 1 0 0 0 0 3
04:45 PM 0 0 0 0 0 2 1 3 0 0 0 0 0 0 1 1 4
Total 0 0 0 0 0 6 1 7 0 0 1 1 0 0 1 1 9
05:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3
05:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
Total 0 0 0 0 0 7 0 7 0 0 0 0 0 0 1 1 8
Grand Total 0 0 0 0 0 13 1 14 0 0 1 1 0 0 2 2 17
Apprch % 0 0 0 0 92.9 7.1 0 0 100 0 0 100
Total % 0 0 0 0 0 76.5 5.9 82.4 0 0 5.9 5.9 0 0 11.8 11.8 I-605 Southbound On Ramp
Southbound
Beverly Boulevard
Westbound
I-605 Southbound Ramps
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 2 0 2 0 0 1 1 0 0 0 0 3
04:45 PM 0 0 0 0 0 2 1 3 0 0 0 0 0 0 1 1 4
05:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3
Total Volume 0 0 0 0 0 9 1 10 0 0 1 1 0 0 1 1 12
% App. Total 0 0 0 0 90 10 0 0 100 0 0 100
PHF .000 .000 .000 .000 .000 .750 .250 .833 .000 .000 .250 .250 .000 .000 .250 .250 .750 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-118
File Name : 02_WTR_605S_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: I-605 Southbound Ramps
E/W: Beverly Boulevard
Weather: Clear
I-605 Southbound On Ramp
Beverly Boulevard
Beverly Boulevard
I-605 Southbound Ramps
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
1 Thru
9 Left
0 Out Total In
1 10 11
Left
0 Thru
0 Right
1 Out In Total
1 1 2
Left
0 Thru
0 Right
1 Total Out In
9 1 10
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 2 0 2 0 0 1 1 0 0 0 0
+15 mins. 0 0 0 0 0 2 1 3 0 0 0 0 0 0 1 1
+30 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 9 1 10 0 0 1 1 0 0 1 1
% App. Total 0 0 0 0 90 10 0 0 100 0 0 100
PHF .000 .000 .000 .000 .000 .750 .250 .833 .000 .000 .250 .250 .000 .000 .250 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-119
Location:  Date: 8/18/2020
N/S:  Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
I‐605 SB Ramps Beverly Boulevard I‐605 SB Ramps Beverly Boulevard Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
North Leg East Leg South Leg West Leg
I‐605 SB Ramps Beverly Boulevard I‐605 SB Ramps Beverly Boulevard Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
Whittier
I‐605 SB Ramps
Beverly Boulevard

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page C-120
Location:  Date: 8/18/2020
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
Beverly Boulevard
I‐605 SB Ramps
Whittier

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
I‐605 SB Ramps Beverly Boulevard I‐605 SB Ramps Beverly Boulevard TOTAL VOLUMES:

I‐605 SB Ramps Beverly Boulevard I‐605 SB Ramps Beverly Boulevard Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page C-121
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 10 2 77 89 0 122 98 220 12 11 2 25 30 90 7 127 461 07:15 AM 13 2 74 89 3 144 98 245 21 16 7 44 40 115 7 162 540 07:30 AM 9 1 84 94 5 154 100 259 23 15 2 40 34 164 9 207 600 07:45 AM 10 4 103 117 3 148 98 249 16 14 1 31 30 167 11 208 605 Total 42 9 338 389 11 568 394 973 72 56 12 140 134 536 34 704 2206 08:00 AM 13 5 79 97 1 123 92 216 25 12 3 40 24 140 5 169 522 08:15 AM 16 2 83 101 1 120 99 220 17 7 2 26 24 124 3 151 498 08:30 AM 12 1 97 110 1 135 89 225 12 12 2 26 38 148 6 192 553 08:45 AM 15 1 99 115 2 107 75 184 17 5 6 28 25 167 11 203 530 Total 56 9 358 423 5 485 355 845 71 36 13 120 111 579 25 715 2103 Grand Total 98 18 696 812 16 1053 749 1818 143 92 25 260 245 1115 59 1419 4309 Apprch % 12.1 2.2 85.7 0.9 57.9 41.2 55 35.4 9.6 17.3 78.6 4.2 Total % 2.3 0.4 16.2 18.8 0.4 24.4 17.4 42.2 3.3 2.1 0.6 6 5.7 25.9 1.4 32.9 Passenger Vehicles 92 18 636 746 16 1030 741 1787 139 91 25 255 219 1079 56 1354 4142 % Passenger Vehicles 93.9 100 91.4 91.9 100 97.8 98.9 98.3 97.2 98.9 100 98.1 89.4 96.8 94.9 95.4 96.1 Large 2 Axle Vehicles 4 0 29 33 0 23 7 30 4 1 0 5 13 33 3 49 117 % Large 2 Axle Vehicles 4.1 0 4.2 4.1 0 2.2 0.9 1.7 2.8 1.1 0 1.9 5.3 3 5.1 3.5 2.7 3 Axle Vehicles 1 0 24 25 0 0 1 1 0 0 0 0 5 3 0 8 34
% 3 Axle Vehicles 1 0 3.4 3.1 0 0 0.1 0.1 0 0 0 0 2 0.3 0 0.6 0.8 4+ Axle Trucks 1 0 7 8 0 0 0 0 0 0 0 0 8 0 0 8 16
% 4+ Axle Trucks 1 0 1 1 0 0 0 0 0 0 0 0 3.3 0 0 0.6 0.4 Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:15 AM
07:15 AM 13 2 74 89 3 144 98 245 21 16 7 44 40 115 7 162 540 07:30 AM 9 1 84 94 5 154 100 259 23 15 2 40 34 164 9 207 600 07:45 AM 10 4 103 117 3 148 98 249 16 14 1 31 30 167 11 208 605 08:00 AM 13 5 79 97 1 123 92 216 25 12 3 40 24 140 5 169 522 Total Volume 45 12 340 397 12 569 388 969 85 57 13 155 128 586 32 746 2267 % App. Total 11.3 3 85.6 1.2 58.7 40 54.8 36.8 8.4 17.2 78.6 4.3 PHF .865 .600 .825 .848 .600 .924 .970 .935 .850 .891 .464 .881 .800 .877 .727 .897 .937 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-122
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
340
Thru
12 Left
45 Out In Total
573 397 970
Right
388
Thru
569
Left
12 Out Total In
644 969 1613
Left
85 Thru
57 Right
13 Out In Total
56 155 211
Left
128
Thru
586
Right
32 Total Out In
994 746 1740
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 07:15 AM
+0 mins. 10 4 103 117 0 122 98 220 21 16 7 44 40 115 7 162 +15 mins. 13 5 79 97 3 144 98 245 23 15 2 40 34 164 9 207 +30 mins. 16 2 83 101 5 154 100 259 16 14 1 31 30 167 11 208 +45 mins. 12 1 97 110 3 148 98 249 25 12 3 40 24 140 5 169 Total Volume 51 12 362 425 11 568 394 973 85 57 13 155 128 586 32 746 % App. Total 12 2.8 85.2 1.1 58.4 40.5 54.8 36.8 8.4 17.2 78.6 4.3 PHF .797 .600 .879 .908 .550 .922 .985 .939 .850 .891 .464 .881 .800 .877 .727 .897 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-123
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 9 2 70 81 0 119 95 214 12 11 2 25 28 84 7 119 439 07:15 AM 13 2 70 85 3 141 98 242 21 16 7 44 36 113 5 154 525 07:30 AM 8 1 75 84 5 153 98 256 23 14 2 39 31 162 9 202 581 07:45 AM 10 4 98 112 3 143 98 244 16 14 1 31 27 161 10 198 585 Total 40 9 313 362 11 556 389 956 72 55 12 139 122 520 31 673 2130 08:00 AM 13 5 64 82 1 119 91 211 23 12 3 38 20 136 5 161 492 08:15 AM 13 2 75 90 1 119 99 219 17 7 2 26 22 119 3 144 479 08:30 AM 12 1 93 106 1 132 89 222 11 12 2 25 30 143 6 179 532 08:45 AM 14 1 91 106 2 104 73 179 16 5 6 27 25 161 11 197 509 Total 52 9 323 384 5 474 352 831 67 36 13 116 97 559 25 681 2012 Grand Total 92 18 636 746 16 1030 741 1787 139 91 25 255 219 1079 56 1354 4142 Apprch % 12.3 2.4 85.3 0.9 57.6 41.5 54.5 35.7 9.8 16.2 79.7 4.1 Total % 2.2 0.4 15.4 18 0.4 24.9 17.9 43.1 3.4 2.2 0.6 6.2 5.3 26.1 1.4 32.7 Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 13 2 70 85 3 141 98 242 21 16 7 44 36 113 5 154 525 07:30 AM 8 1 75 84 5 153 98 256 23 14 2 39 31 162 9 202 581 07:45 AM 10 4 98 112 3 143 98 244 16 14 1 31 27 161 10 198 585 08:00 AM 13 5 64 82 1 119 91 211 23 12 3 38 20 136 5 161 492 Total Volume 44 12 307 363 12 556 385 953 83 56 13 152 114 572 29 715 2183 % App. Total 12.1 3.3 84.6 1.3 58.3 40.4 54.6 36.8 8.6 15.9 80 4.1 PHF .846 .600 .783 .810 .600 .908 .982 .931 .902 .875 .464 .864 .792 .883 .725 .885 .933 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-124
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
307
Thru
12 Left
44 Out In Total
555 363 918
Right
385
Thru
556
Left
12 Out Total In
629 953 1582
Left
83 Thru
56 Right
13 Out In Total
53 152 205
Left
114
Thru
572
Right
29 Total Out In
946 715 1661
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 13 2 70 85 3 141 98 242 21 16 7 44 36 113 5 154 +15 mins. 8 1 75 84 5 153 98 256 23 14 2 39 31 162 9 202 +30 mins. 10 4 98 112 3 143 98 244 16 14 1 31 27 161 10 198 +45 mins. 13 5 64 82 1 119 91 211 23 12 3 38 20 136 5 161 Total Volume 44 12 307 363 12 556 385 953 83 56 13 152 114 572 29 715 % App. Total 12.1 3.3 84.6 1.3 58.3 40.4 54.6 36.8 8.6 15.9 80 4.1 PHF .846 .600 .783 .810 .600 .908 .982 .931 .902 .875 .464 .864 .792 .883 .725 .885 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-125
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 1 0 2 3 0 3 3 6 0 0 0 0 2 5 0 7 16
07:15 AM 0 0 1 1 0 3 0 3 0 0 0 0 2 2 2 6 10
07:30 AM 1 0 6 7 0 1 2 3 0 1 0 1 1 2 0 3 14
07:45 AM 0 0 1 1 0 5 0 5 0 0 0 0 1 6 1 8 14
Total 2 0 10 12 0 12 5 17 0 1 0 1 6 15 3 24 54
08:00 AM 0 0 8 8 0 4 0 4 2 0 0 2 1 3 0 4 18
08:15 AM 1 0 6 7 0 1 0 1 0 0 0 0 0 4 0 4 12
08:30 AM 0 0 2 2 0 3 0 3 1 0 0 1 6 5 0 11 17
08:45 AM 1 0 3 4 0 3 2 5 1 0 0 1 0 6 0 6 16
Total 2 0 19 21 0 11 2 13 4 0 0 4 7 18 0 25 63
Grand Total 4 0 29 33 0 23 7 30 4 1 0 5 13 33 3 49 117
Apprch % 12.1 0 87.9 0 76.7 23.3 80 20 0 26.5 67.3 6.1
Total % 3.4 0 24.8 28.2 0 19.7 6 25.6 3.4 0.9 0 4.3 11.1 28.2 2.6 41.9 Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 1 1 0 3 0 3 0 0 0 0 2 2 2 6 10
07:30 AM 1 0 6 7 0 1 2 3 0 1 0 1 1 2 0 3 14
07:45 AM 0 0 1 1 0 5 0 5 0 0 0 0 1 6 1 8 14
08:00 AM 0 0 8 8 0 4 0 4 2 0 0 2 1 3 0 4 18
Total Volume 1 0 16 17 0 13 2 15 2 1 0 3 5 13 3 21 56
% App. Total 5.9 0 94.1 0 86.7 13.3 66.7 33.3 0 23.8 61.9 14.3 PHF .250 .000 .500 .531 .000 .650 .250 .750 .250 .250 .000 .375 .625 .542 .375 .656 .778 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-126
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
16 Thru
0 Left
1 Out In Total
8 17 25
Right
2 Thru
13 Left
0 Out Total In
14 15 29
Left
2 Thru
1 Right
0 Out In Total
3 3 6
Left
5 Thru
13 Right
3 Total Out In
31 21 52
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 1 1 0 3 0 3 0 0 0 0 2 2 2 6
+15 mins. 1 0 6 7 0 1 2 3 0 1 0 1 1 2 0 3
+30 mins. 0 0 1 1 0 5 0 5 0 0 0 0 1 6 1 8
+45 mins. 0 0 8 8 0 4 0 4 2 0 0 2 1 3 0 4
Total Volume 1 0 16 17 0 13 2 15 2 1 0 3 5 13 3 21
% App. Total 5.9 0 94.1 0 86.7 13.3 66.7 33.3 0 23.8 61.9 14.3 PHF .250 .000 .500 .531 .000 .650 .250 .750 .250 .250 .000 .375 .625 .542 .375 .656 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-127
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 0 0 4 4 0 0 0 0 0 0 0 0 0 1 0 1 5
07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1 2
07:30 AM 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 3
07:45 AM 0 0 3 3 0 0 0 0 0 0 0 0 1 0 0 1 4
Total 0 0 11 11 0 0 0 0 0 0 0 0 2 1 0 3 14
08:00 AM 0 0 6 6 0 0 1 1 0 0 0 0 1 1 0 2 9
08:15 AM 1 0 2 3 0 0 0 0 0 0 0 0 0 1 0 1 4
08:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 2 3
08:45 AM 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 4
Total 1 0 13 14 0 0 1 1 0 0 0 0 3 2 0 5 20
Grand Total 1 0 24 25 0 0 1 1 0 0 0 0 5 3 0 8 34
Apprch % 4 0 96 0 0 100 0 0 0 62.5 37.5 0
Total % 2.9 0 70.6 73.5 0 0 2.9 2.9 0 0 0 0 14.7 8.8 0 23.5 Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1 2
07:30 AM 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 3
07:45 AM 0 0 3 3 0 0 0 0 0 0 0 0 1 0 0 1 4
08:00 AM 0 0 6 6 0 0 1 1 0 0 0 0 1 1 0 2 9
Total Volume 0 0 13 13 0 0 1 1 0 0 0 0 3 1 0 4 18
% App. Total 0 0 100 0 0 100 0 0 0 75 25 0
PHF .000 .000 .542 .542 .000 .000 .250 .250 .000 .000 .000 .000 .750 .250 .000 .500 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-128
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
13 Thru
0 Left
0 Out In Total
4 13 17
Right
1 Thru
0 Left
0 Out Total In
1 1 2
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
3 Thru
1 Right
0 Total Out In
13 4 17
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1
+15 mins. 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 3 3 0 0 0 0 0 0 0 0 1 0 0 1
+45 mins. 0 0 6 6 0 0 1 1 0 0 0 0 1 1 0 2
Total Volume 0 0 13 13 0 0 1 1 0 0 0 0 3 1 0 4
% App. Total 0 0 100 0 0 100 0 0 0 75 25 0
PHF .000 .000 .542 .542 .000 .000 .250 .250 .000 .000 .000 .000 .750 .250 .000 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-129
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 0 0 2 2 0 0 0 0 0 0 0 0 1 0 0 1 3
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
07:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1 2
Total 0 0 4 4 0 0 0 0 0 0 0 0 4 0 0 4 8
08:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 2 3
08:15 AM 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3
08:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 0 3 4 0 0 0 0 0 0 0 0 4 0 0 4 8
Grand Total 1 0 7 8 0 0 0 0 0 0 0 0 8 0 0 8 16
Apprch % 12.5 0 87.5 0 0 0 0 0 0 100 0 0
Total % 6.2 0 43.8 50 0 0 0 0 0 0 0 0 50 0 0 50
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 2 2 0 0 0 0 0 0 0 0 1 0 0 1 3
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
07:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1 2
08:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 2 3
Total Volume 0 0 4 4 0 0 0 0 0 0 0 0 6 0 0 6 10
% App. Total 0 0 100 0 0 0 0 0 0 100 0 0
PHF .000 .000 .500 .500 .000 .000 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 .833 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-130
File Name : 03_WTR_Pioneer_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
4 Thru
0 Left
0 Out In Total
6 4 10
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
6 Thru
0 Right
0 Total Out In
4 6 10
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 2 2 0 0 0 0 0 0 0 0 1 0 0 1
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2
+30 mins. 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1
+45 mins. 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 2
Total Volume 0 0 4 4 0 0 0 0 0 0 0 0 6 0 0 6
% App. Total 0 0 100 0 0 0 0 0 0 100 0 0
PHF .000 .000 .500 .500 .000 .000 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-131
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 21 4 103 128 1 113 57 171 7 8 2 17 52 261 13 326 642 04:15 PM 21 7 93 121 4 125 69 198 11 9 4 24 47 280 22 349 692 04:30 PM 33 6 132 171 4 123 43 170 9 7 5 21 58 292 25 375 737 04:45 PM 18 10 101 129 1 106 46 153 16 9 4 29 53 249 21 323 634 Total 93 27 429 549 10 467 215 692 43 33 15 91 210 1082 81 1373 2705 05:00 PM 29 5 96 130 4 118 59 181 19 8 3 30 47 332 49 428 769 05:15 PM 31 6 97 134 3 134 61 198 13 9 6 28 51 310 42 403 763 05:30 PM 29 7 121 157 2 132 59 193 9 3 4 16 39 296 30 365 731 05:45 PM 41 9 93 143 9 110 56 175 12 8 3 23 53 260 24 337 678 Total 130 27 407 564 18 494 235 747 53 28 16 97 190 1198 145 1533 2941 Grand Total 223 54 836 1113 28 961 450 1439 96 61 31 188 400 2280 226 2906 5646 Apprch % 20 4.9 75.1 1.9 66.8 31.3 51.1 32.4 16.5 13.8 78.5 7.8 Total % 3.9 1 14.8 19.7 0.5 17 8 25.5 1.7 1.1 0.5 3.3 7.1 40.4 4 51.5 Passenger Vehicles 221 54 808 1083 26 941 446 1413 95 59 31 185 397 2251 224 2872 5553 % Passenger Vehicles 99.1 100 96.7 97.3 92.9 97.9 99.1 98.2 99 96.7 100 98.4 99.2 98.7 99.1 98.8 98.4 Large 2 Axle Vehicles 2 0 13 15 2 19 4 25 1 1 0 2 3 26 2 31 73 % Large 2 Axle Vehicles 0.9 0 1.6 1.3 7.1 2 0.9 1.7 1 1.6 0 1.1 0.8 1.1 0.9 1.1 1.3 3 Axle Vehicles 0 0 1 1 0 0 0 0 0 1 0 1 0 2 0 2 4
% 3 Axle Vehicles 0 0 0.1 0.1 0 0 0 0 0 1.6 0 0.5 0 0.1 0 0.1 0.1 4+ Axle Trucks 0 0 14 14 0 1 0 1 0 0 0 0 0 1 0 1 16
% 4+ Axle Trucks 0 0 1.7 1.3 0 0.1 0 0.1 0 0 0 0 0 0 0 0 0.3 Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 29 5 96 130 4 118 59 181 19 8 3 30 47 332 49 428 769 05:15 PM 31 6 97 134 3 134 61 198 13 9 6 28 51 310 42 403 763 05:30 PM 29 7 121 157 2 132 59 193 9 3 4 16 39 296 30 365 731 05:45 PM 41 9 93 143 9 110 56 175 12 8 3 23 53 260 24 337 678 Total Volume 130 27 407 564 18 494 235 747 53 28 16 97 190 1198 145 1533 2941 % App. Total 23 4.8 72.2 2.4 66.1 31.5 54.6 28.9 16.5 12.4 78.1 9.5 PHF .793 .750 .841 .898 .500 .922 .963 .943 .697 .778 .667 .808 .896 .902 .740 .895 .956 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-132
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
407
Thru
27 Left
130
Out In Total
453 564 1017
Right
235
Thru
494
Left
18 Out Total In
1344 747 2091
Left
53 Thru
28 Right
16 Out In Total
190 97 287
Left
190 1198
Thru Right
145
Total Out In
954 1533 2487
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 05:00 PM 04:30 PM 05:00 PM
+0 mins. 33 6 132 171 4 118 59 181 9 7 5 21 47 332 49 428 +15 mins. 18 10 101 129 3 134 61 198 16 9 4 29 51 310 42 403 +30 mins. 29 5 96 130 2 132 59 193 19 8 3 30 39 296 30 365 +45 mins. 31 6 97 134 9 110 56 175 13 9 6 28 53 260 24 337 Total Volume 111 27 426 564 18 494 235 747 57 33 18 108 190 1198 145 1533 % App. Total 19.7 4.8 75.5 2.4 66.1 31.5 52.8 30.6 16.7 12.4 78.1 9.5 PHF .841 .675 .807 .825 .500 .922 .963 .943 .750 .917 .750 .900 .896 .902 .740 .895 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-133
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 21 4 102 127 1 110 57 168 7 8 2 17 52 258 13 323 635 04:15 PM 21 7 88 116 3 121 69 193 11 8 4 23 47 274 21 342 674 04:30 PM 32 6 129 167 3 121 43 167 9 6 5 20 58 287 25 370 724 04:45 PM 18 10 97 125 1 102 45 148 15 9 4 28 52 245 21 318 619 Total 92 27 416 535 8 454 214 676 42 31 15 88 209 1064 80 1353 2652 05:00 PM 29 5 92 126 4 117 59 180 19 8 3 30 47 329 49 425 761 05:15 PM 31 6 93 130 3 132 60 195 13 9 6 28 50 306 41 397 750 05:30 PM 28 7 117 152 2 130 59 191 9 3 4 16 38 294 30 362 721 05:45 PM 41 9 90 140 9 108 54 171 12 8 3 23 53 258 24 335 669 Total 129 27 392 548 18 487 232 737 53 28 16 97 188 1187 144 1519 2901 Grand Total 221 54 808 1083 26 941 446 1413 95 59 31 185 397 2251 224 2872 5553 Apprch % 20.4 5 74.6 1.8 66.6 31.6 51.4 31.9 16.8 13.8 78.4 7.8 Total % 4 1 14.6 19.5 0.5 16.9 8 25.4 1.7 1.1 0.6 3.3 7.1 40.5 4 51.7 Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 29 5 92 126 4 117 59 180 19 8 3 30 47 329 49 425 761 05:15 PM 31 6 93 130 3 132 60 195 13 9 6 28 50 306 41 397 750 05:30 PM 28 7 117 152 2 130 59 191 9 3 4 16 38 294 30 362 721 05:45 PM 41 9 90 140 9 108 54 171 12 8 3 23 53 258 24 335 669 Total Volume 129 27 392 548 18 487 232 737 53 28 16 97 188 1187 144 1519 2901 % App. Total 23.5 4.9 71.5 2.4 66.1 31.5 54.6 28.9 16.5 12.4 78.1 9.5 PHF .787 .750 .838 .901 .500 .922 .967 .945 .697 .778 .667 .808 .887 .902 .735 .894 .953 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-134
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
392
Thru
27 Left
129
Out In Total
448 548 996
Right
232
Thru
487
Left
18 Out Total In
1332 737 2069
Left
53 Thru
28 Right
16 Out In Total
189 97 286
Left
188 1187
Thru Right
144
Total Out In
932 1519 2451
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 29 5 92 126 4 117 59 180 19 8 3 30 47 329 49 425 +15 mins. 31 6 93 130 3 132 60 195 13 9 6 28 50 306 41 397 +30 mins. 28 7 117 152 2 130 59 191 9 3 4 16 38 294 30 362 +45 mins. 41 9 90 140 9 108 54 171 12 8 3 23 53 258 24 335 Total Volume 129 27 392 548 18 487 232 737 53 28 16 97 188 1187 144 1519 % App. Total 23.5 4.9 71.5 2.4 66.1 31.5 54.6 28.9 16.5 12.4 78.1 9.5 PHF .787 .750 .838 .901 .500 .922 .967 .945 .697 .778 .667 .808 .887 .902 .735 .894 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-135
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 0 0 1 1 0 3 0 3 0 0 0 0 0 3 0 3 7
04:15 PM 0 0 3 3 1 4 0 5 0 0 0 0 0 5 1 6 14
04:30 PM 1 0 1 2 1 2 0 3 0 1 0 1 0 3 0 3 9
04:45 PM 0 0 1 1 0 3 1 4 1 0 0 1 1 4 0 5 11
Total 1 0 6 7 2 12 1 15 1 1 0 2 1 15 1 17 41
05:00 PM 0 0 1 1 0 1 0 1 0 0 0 0 0 3 0 3 5
05:15 PM 0 0 1 1 0 2 1 3 0 0 0 0 1 4 1 6 10
05:30 PM 1 0 2 3 0 2 0 2 0 0 0 0 1 2 0 3 8
05:45 PM 0 0 3 3 0 2 2 4 0 0 0 0 0 2 0 2 9
Total 1 0 7 8 0 7 3 10 0 0 0 0 2 11 1 14 32
Grand Total 2 0 13 15 2 19 4 25 1 1 0 2 3 26 2 31 73
Apprch % 13.3 0 86.7 8 76 16 50 50 0 9.7 83.9 6.5
Total % 2.7 0 17.8 20.5 2.7 26 5.5 34.2 1.4 1.4 0 2.7 4.1 35.6 2.7 42.5 Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 1 1 0 1 0 1 0 0 0 0 0 3 0 3 5
05:15 PM 0 0 1 1 0 2 1 3 0 0 0 0 1 4 1 6 10
05:30 PM 1 0 2 3 0 2 0 2 0 0 0 0 1 2 0 3 8
05:45 PM 0 0 3 3 0 2 2 4 0 0 0 0 0 2 0 2 9
Total Volume 1 0 7 8 0 7 3 10 0 0 0 0 2 11 1 14 32
% App. Total 12.5 0 87.5 0 70 30 0 0 0 14.3 78.6 7.1
PHF .250 .000 .583 .667 .000 .875 .375 .625 .000 .000 .000 .000 .500 .688 .250 .583 .800 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-136
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
7 Thru
0 Left
1 Out In Total
5 8 13
Right
3 Thru
7 Left
0 Out Total In
12 10 22
Left
0 Thru
0 Right
0 Out In Total
1 0 1
Left
2 Thru
11 Right
1 Total Out In
14 14 28
Peak Hour Begins at 05:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 1 1 0 1 0 1 0 0 0 0 0 3 0 3
+15 mins. 0 0 1 1 0 2 1 3 0 0 0 0 1 4 1 6
+30 mins. 1 0 2 3 0 2 0 2 0 0 0 0 1 2 0 3
+45 mins. 0 0 3 3 0 2 2 4 0 0 0 0 0 2 0 2
Total Volume 1 0 7 8 0 7 3 10 0 0 0 0 2 11 1 14
% App. Total 12.5 0 87.5 0 70 30 0 0 0 14.3 78.6 7.1
PHF .250 .000 .583 .667 .000 .875 .375 .625 .000 .000 .000 .000 .500 .688 .250 .583 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-137
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 2 3
05:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Grand Total 0 0 1 1 0 0 0 0 0 1 0 1 0 2 0 2 4
Apprch % 0 0 100 0 0 0 0 100 0 0 100 0
Total % 0 0 25 25 0 0 0 0 0 25 0 25 0 50 0 50
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
% App. Total 0 0 100 0 0 0 0 0 0 0 0 0
PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-138
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
1 Thru
0 Left
0 Out In Total
0 1 1
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 05:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 100 0 0 0 0 0 0 0 0 0
PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-139
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:30 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 1 0 1 3
04:45 PM 0 0 3 3 0 1 0 1 0 0 0 0 0 0 0 0 4
Total 0 0 7 7 0 1 0 1 0 0 0 0 0 1 0 1 9
05:00 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 3
05:30 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 7
Grand Total 0 0 14 14 0 1 0 1 0 0 0 0 0 1 0 1 16
Apprch % 0 0 100 0 100 0 0 0 0 0 100 0
Total % 0 0 87.5 87.5 0 6.2 0 6.2 0 0 0 0 0 6.2 0 6.2
Pioneer Boulevard
Southbound
Beverly Boulevard
Westbound
Pioneer Boulevard
Northbound
Beverly Boulevard
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 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 3
05:30 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 7
% App. Total 0 0 100 0 0 0 0 0 0 0 0 0
PHF .000 .000 .583 .583 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .583 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-140
File Name : 03_WTR_Pioneer_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Whittier
N/S: Pioneer Boulevard
E/W: Beverly Boulevard
Weather: Clear
Pioneer Boulevard
Beverly Boulevard
Beverly Boulevard
Pioneer Boulevard
Right
7 Thru
0 Left
0 Out In Total
0 7 7
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
7 0 7
Peak Hour Begins at 05:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 100 0 0 0 0 0 0 0 0 0
PHF .000 .000 .583 .583 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-141
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 29 34 9 72 4 179 37 220 29 42 4 75 12 74 23 109 476 07:15 AM 35 31 10 76 9 172 41 222 35 26 5 66 11 93 22 126 490 07:30 AM 44 58 14 116 8 213 32 253 39 46 6 91 12 131 32 175 635 07:45 AM 40 42 3 85 12 199 56 267 51 58 2 111 10 132 35 177 640 Total 148 165 36 349 33 763 166 962 154 172 17 343 45 430 112 587 2241 08:00 AM 44 37 3 84 6 160 22 188 29 19 8 56 16 123 21 160 488 08:15 AM 37 28 9 74 6 190 39 235 34 36 6 76 17 124 13 154 539 08:30 AM 47 31 7 85 8 183 27 218 32 21 9 62 13 128 25 166 531 08:45 AM 46 35 13 94 12 136 39 187 30 33 11 74 12 146 23 181 536 Total 174 131 32 337 32 669 127 828 125 109 34 268 58 521 82 661 2094 Grand Total 322 296 68 686 65 1432 293 1790 279 281 51 611 103 951 194 1248 4335 Apprch % 46.9 43.1 9.9 3.6 80 16.4 45.7 46 8.3 8.3 76.2 15.5 Total % 7.4 6.8 1.6 15.8 1.5 33 6.8 41.3 6.4 6.5 1.2 14.1 2.4 21.9 4.5 28.8 Passenger Vehicles 312 273 68 653 62 1416 284 1762 276 262 47 585 90 930 187 1207 4207 % Passenger Vehicles 96.9 92.2 100 95.2 95.4 98.9 96.9 98.4 98.9 93.2 92.2 95.7 87.4 97.8 96.4 96.7 97 Large 2 Axle Vehicles 8 15 0 23 2 15 9 26 3 16 1 20 13 17 6 36 105 % Large 2 Axle Vehicles 2.5 5.1 0 3.4 3.1 1 3.1 1.5 1.1 5.7 2 3.3 12.6 1.8 3.1 2.9 2.4 3 Axle Vehicles 2 5 0 7 0 1 0 1 0 2 1 3 0 3 1 4 15
% 3 Axle Vehicles 0.6 1.7 0 1 0 0.1 0 0.1 0 0.7 2 0.5 0 0.3 0.5 0.3 0.3 4+ Axle Trucks 0 3 0 3 1 0 0 1 0 1 2 3 0 1 0 1 8
% 4+ Axle Trucks 0 1 0 0.4 1.5 0 0 0.1 0 0.4 3.9 0.5 0 0.1 0 0.1 0.2 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 44 58 14 116 8 213 32 253 39 46 6 91 12 131 32 175 635 07:45 AM 40 42 3 85 12 199 56 267 51 58 2 111 10 132 35 177 640 08:00 AM 44 37 3 84 6 160 22 188 29 19 8 56 16 123 21 160 488 08:15 AM 37 28 9 74 6 190 39 235 34 36 6 76 17 124 13 154 539 Total Volume 165 165 29 359 32 762 149 943 153 159 22 334 55 510 101 666 2302 % App. Total 46 46 8.1 3.4 80.8 15.8 45.8 47.6 6.6 8.3 76.6 15.2 PHF .938 .711 .518 .774 .667 .894 .665 .883 .750 .685 .688 .752 .809 .966 .721 .941 .899 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-142
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
29 Thru
165
Left
165
Out In Total
363 359 722
Right
149
Thru
762
Left
32 Out Total In
697 943 1640
Left
153
Thru
159
Right
22 Out In Total
298 334 632
Left
55 Thru
510
Right
101
Total Out In
944 666 1610
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 07:00 AM 07:00 AM 07:30 AM
+0 mins. 35 31 10 76 4 179 37 220 29 42 4 75 12 131 32 175 +15 mins. 44 58 14 116 9 172 41 222 35 26 5 66 10 132 35 177 +30 mins. 40 42 3 85 8 213 32 253 39 46 6 91 16 123 21 160 +45 mins. 44 37 3 84 12 199 56 267 51 58 2 111 17 124 13 154 Total Volume 163 168 30 361 33 763 166 962 154 172 17 343 55 510 101 666 % App. Total 45.2 46.5 8.3 3.4 79.3 17.3 44.9 50.1 5 8.3 76.6 15.2 PHF .926 .724 .536 .778 .688 .896 .741 .901 .755 .741 .708 .773 .809 .966 .721 .941 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-143
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 29 32 9 70 4 176 36 216 29 39 4 72 8 71 21 100 458 07:15 AM 35 30 10 75 9 171 40 220 34 23 4 61 11 91 22 124 480 07:30 AM 40 53 14 107 8 212 32 252 39 46 5 90 10 130 32 172 621 07:45 AM 40 40 3 83 11 194 55 260 50 56 2 108 8 130 34 172 623 Total 144 155 36 335 32 753 163 948 152 164 15 331 37 422 109 568 2182 08:00 AM 43 33 3 79 6 158 21 185 29 16 7 52 15 121 20 156 472 08:15 AM 33 26 9 68 5 189 37 231 34 33 5 72 16 118 13 147 518 08:30 AM 46 28 7 81 8 181 26 215 32 18 9 59 12 126 24 162 517 08:45 AM 46 31 13 90 11 135 37 183 29 31 11 71 10 143 21 174 518 Total 168 118 32 318 30 663 121 814 124 98 32 254 53 508 78 639 2025 Grand Total 312 273 68 653 62 1416 284 1762 276 262 47 585 90 930 187 1207 4207 Apprch % 47.8 41.8 10.4 3.5 80.4 16.1 47.2 44.8 8 7.5 77.1 15.5 Total % 7.4 6.5 1.6 15.5 1.5 33.7 6.8 41.9 6.6 6.2 1.1 13.9 2.1 22.1 4.4 28.7 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 40 53 14 107 8 212 32 252 39 46 5 90 10 130 32 172 621 07:45 AM 40 40 3 83 11 194 55 260 50 56 2 108 8 130 34 172 623 08:00 AM 43 33 3 79 6 158 21 185 29 16 7 52 15 121 20 156 472 08:15 AM 33 26 9 68 5 189 37 231 34 33 5 72 16 118 13 147 518 Total Volume 156 152 29 337 30 753 145 928 152 151 19 322 49 499 99 647 2234 % App. Total 46.3 45.1 8.6 3.2 81.1 15.6 47.2 46.9 5.9 7.6 77.1 15.3 PHF .907 .717 .518 .787 .682 .888 .659 .892 .760 .674 .679 .745 .766 .960 .728 .940 .896 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-144
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
29 Thru
152
Left
156
Out In Total
345 337 682
Right
145
Thru
753
Left
30 Out Total In
674 928 1602
Left
152
Thru
151
Right
19 Out In Total
281 322 603
Left
49 Thru
499
Right
99 Total Out In
934 647 1581
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 40 53 14 107 8 212 32 252 39 46 5 90 10 130 32 172 +15 mins. 40 40 3 83 11 194 55 260 50 56 2 108 8 130 34 172 +30 mins. 43 33 3 79 6 158 21 185 29 16 7 52 15 121 20 156 +45 mins. 33 26 9 68 5 189 37 231 34 33 5 72 16 118 13 147 Total Volume 156 152 29 337 30 753 145 928 152 151 19 322 49 499 99 647 % App. Total 46.3 45.1 8.6 3.2 81.1 15.6 47.2 46.9 5.9 7.6 77.1 15.3 PHF .907 .717 .518 .787 .682 .888 .659 .892 .760 .674 .679 .745 .766 .960 .728 .940 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-145
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 0 2 0 2 0 3 1 4 0 2 0 2 4 2 2 8 16
07:15 AM 0 1 0 1 0 1 1 2 1 3 0 4 0 2 0 2 9
07:30 AM 3 4 0 7 0 1 0 1 0 0 0 0 2 1 0 3 11
07:45 AM 0 2 0 2 0 4 1 5 1 2 0 3 2 2 1 5 15
Total 3 9 0 12 0 9 3 12 2 7 0 9 8 7 3 18 51
08:00 AM 1 2 0 3 0 2 1 3 0 3 0 3 1 2 0 3 12
08:15 AM 4 2 0 6 1 1 2 4 0 3 1 4 1 3 0 4 18
08:30 AM 0 1 0 1 0 2 1 3 0 2 0 2 1 2 1 4 10
08:45 AM 0 1 0 1 1 1 2 4 1 1 0 2 2 3 2 7 14
Total 5 6 0 11 2 6 6 14 1 9 1 11 5 10 3 18 54
Grand Total 8 15 0 23 2 15 9 26 3 16 1 20 13 17 6 36 105 Apprch % 34.8 65.2 0 7.7 57.7 34.6 15 80 5 36.1 47.2 16.7 Total % 7.6 14.3 0 21.9 1.9 14.3 8.6 24.8 2.9 15.2 1 19 12.4 16.2 5.7 34.3 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 3 4 0 7 0 1 0 1 0 0 0 0 2 1 0 3 11
07:45 AM 0 2 0 2 0 4 1 5 1 2 0 3 2 2 1 5 15
08:00 AM 1 2 0 3 0 2 1 3 0 3 0 3 1 2 0 3 12
08:15 AM 4 2 0 6 1 1 2 4 0 3 1 4 1 3 0 4 18
Total Volume 8 10 0 18 1 8 4 13 1 8 1 10 6 8 1 15 56
% App. Total 44.4 55.6 0 7.7 61.5 30.8 10 80 10 40 53.3 6.7 PHF .500 .625 .000 .643 .250 .500 .500 .650 .250 .667 .250 .625 .750 .667 .250 .750 .778 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-146
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
0 Thru
10 Left
8 Out In Total
18 18 36
Right
4 Thru
8 Left
1 Out Total In
17 13 30
Left
1 Thru
8 Right
1 Out In Total
12 10 22
Left
6 Thru
8 Right
1 Total Out In
9 15 24
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 3 4 0 7 0 1 0 1 0 0 0 0 2 1 0 3
+15 mins. 0 2 0 2 0 4 1 5 1 2 0 3 2 2 1 5
+30 mins. 1 2 0 3 0 2 1 3 0 3 0 3 1 2 0 3
+45 mins. 4 2 0 6 1 1 2 4 0 3 1 4 1 3 0 4
Total Volume 8 10 0 18 1 8 4 13 1 8 1 10 6 8 1 15
% App. Total 44.4 55.6 0 7.7 61.5 30.8 10 80 10 40 53.3 6.7 PHF .500 .625 .000 .643 .250 .500 .500 .650 .250 .667 .250 .625 .750 .667 .250 .750 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-147
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2
07:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
07:30 AM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 1 1 0 2 0 1 0 1 0 1 1 2 0 1 0 1 6
08:00 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1 3
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
08:30 AM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
08:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 1 4 0 5 0 0 0 0 0 1 0 1 0 2 1 3 9
Grand Total 2 5 0 7 0 1 0 1 0 2 1 3 0 3 1 4 15
Apprch % 28.6 71.4 0 0 100 0 0 66.7 33.3 0 75 25
Total % 13.3 33.3 0 46.7 0 6.7 0 6.7 0 13.3 6.7 20 0 20 6.7 26.7 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
08:00 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1 3
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
Total Volume 1 3 0 4 0 1 0 1 0 0 0 0 0 2 1 3 8
% App. Total 25 75 0 0 100 0 0 0 0 0 66.7 33.3
PHF .250 .375 .000 .500 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .250 .375 .667 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-148
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
0 Thru
3 Left
1 Out In Total
0 4 4
Right
0 Thru
1 Left
0 Out Total In
3 1 4
Left
0 Thru
0 Right
0 Out In Total
4 0 4
Left
0 Thru
2 Right
1 Total Out In
1 3 4
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+30 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
Total Volume 1 3 0 4 0 1 0 1 0 0 0 0 0 2 1 3
% App. Total 25 75 0 0 100 0 0 0 0 0 66.7 33.3
PHF .250 .375 .000 .500 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .250 .375 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-149
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
07:45 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 2
08:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:45 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 0 3 0 3 0 0 0 0 0 1 1 2 0 1 0 1 6
Grand Total 0 3 0 3 1 0 0 1 0 1 2 3 0 1 0 1 8
Apprch % 0 100 0 100 0 0 0 33.3 66.7 0 100 0
Total % 0 37.5 0 37.5 12.5 0 0 12.5 0 12.5 25 37.5 0 12.5 0 12.5 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
07:45 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total Volume 0 0 0 0 1 0 0 1 0 0 2 2 0 1 0 1 4
% App. Total 0 0 0 100 0 0 0 0 100 0 100 0
PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .500 .500 .000 .250 .000 .250 1.00 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-150
File Name : 04_PRV_Workman_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
1 Out Total In
3 1 4
Left
0 Thru
0 Right
2 Out In Total
1 2 3
Left
0 Thru
1 Right
0 Total Out In
0 1 1
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0
+15 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
Total Volume 0 0 0 0 1 0 0 1 0 0 2 2 0 1 0 1
% App. Total 0 0 0 100 0 0 0 0 100 0 100 0
PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .500 .500 .000 .250 .000 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-151
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 80 52 6 138 14 116 47 177 45 73 11 129 15 225 38 278 722 04:15 PM 67 49 10 126 19 163 56 238 44 71 4 119 21 221 63 305 788 04:30 PM 73 53 9 135 22 125 56 203 43 78 13 134 16 246 46 308 780 04:45 PM 67 48 7 122 19 125 55 199 32 87 10 129 23 225 54 302 752 Total 287 202 32 521 74 529 214 817 164 309 38 511 75 917 201 1193 3042 05:00 PM 77 63 7 147 23 150 67 240 40 80 17 137 12 257 65 334 858 05:15 PM 90 79 11 180 12 137 55 204 39 85 21 145 15 274 56 345 874 05:30 PM 85 75 6 166 15 161 56 232 42 73 7 122 18 286 55 359 879 05:45 PM 82 52 12 146 18 125 46 189 43 78 10 131 20 229 41 290 756 Total 334 269 36 639 68 573 224 865 164 316 55 535 65 1046 217 1328 3367 Grand Total 621 471 68 1160 142 1102 438 1682 328 625 93 1046 140 1963 418 2521 6409 Apprch % 53.5 40.6 5.9 8.4 65.5 26 31.4 59.8 8.9 5.6 77.9 16.6 Total % 9.7 7.3 1.1 18.1 2.2 17.2 6.8 26.2 5.1 9.8 1.5 16.3 2.2 30.6 6.5 39.3 Passenger Vehicles 613 448 68 1129 140 1090 428 1658 324 593 91 1008 130 1957 413 2500 6295 % Passenger Vehicles 98.7 95.1 100 97.3 98.6 98.9 97.7 98.6 98.8 94.9 97.8 96.4 92.9 99.7 98.8 99.2 98.2 Large 2 Axle Vehicles 8 10 0 18 1 12 8 21 3 10 2 15 10 3 5 18 72 % Large 2 Axle Vehicles 1.3 2.1 0 1.6 0.7 1.1 1.8 1.2 0.9 1.6 2.2 1.4 7.1 0.2 1.2 0.7 1.1 3 Axle Vehicles 0 0 0 0 1 0 1 2 0 8 0 8 0 2 0 2 12
% 3 Axle Vehicles 0 0 0 0 0.7 0 0.2 0.1 0 1.3 0 0.8 0 0.1 0 0.1 0.2 4+ Axle Trucks 0 13 0 13 0 0 1 1 1 14 0 15 0 1 0 1 30
% 4+ Axle Trucks 0 2.8 0 1.1 0 0 0.2 0.1 0.3 2.2 0 1.4 0 0.1 0 0 0.5 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 77 63 7 147 23 150 67 240 40 80 17 137 12 257 65 334 858 05:15 PM 90 79 11 180 12 137 55 204 39 85 21 145 15 274 56 345 874 05:30 PM 85 75 6 166 15 161 56 232 42 73 7 122 18 286 55 359 879 05:45 PM 82 52 12 146 18 125 46 189 43 78 10 131 20 229 41 290 756 Total Volume 334 269 36 639 68 573 224 865 164 316 55 535 65 1046 217 1328 3367 % App. Total 52.3 42.1 5.6 7.9 66.2 25.9 30.7 59.1 10.3 4.9 78.8 16.3 PHF .928 .851 .750 .888 .739 .890 .836 .901 .953 .929 .655 .922 .813 .914 .835 .925 .958 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-152
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
36 Thru
269
Left
334
Out In Total
605 639 1244
Right
224
Thru
573
Left
68 Out Total In
1435 865 2300
Left
164
Thru
316
Right
55 Out In Total
554 535 1089
Left
65 1046
Thru Right
217
Total Out In
773 1328 2101
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 04:30 PM 04:45 PM
+0 mins. 77 63 7 147 19 163 56 238 43 78 13 134 23 225 54 302 +15 mins. 90 79 11 180 22 125 56 203 32 87 10 129 12 257 65 334 +30 mins. 85 75 6 166 19 125 55 199 40 80 17 137 15 274 56 345 +45 mins. 82 52 12 146 23 150 67 240 39 85 21 145 18 286 55 359 Total Volume 334 269 36 639 83 563 234 880 154 330 61 545 68 1042 230 1340 % App. Total 52.3 42.1 5.6 9.4 64 26.6 28.3 60.6 11.2 5.1 77.8 17.2 PHF .928 .851 .750 .888 .902 .863 .873 .917 .895 .948 .726 .940 .739 .911 .885 .933 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-153
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 80 49 6 135 14 115 45 174 44 70 11 125 14 225 37 276 710 04:15 PM 65 46 10 121 19 162 54 235 44 69 4 117 20 218 62 300 773 04:30 PM 71 50 9 130 21 122 55 198 43 75 13 131 14 244 46 304 763 04:45 PM 67 47 7 121 19 123 54 196 30 83 10 123 22 225 53 300 740 Total 283 192 32 507 73 522 208 803 161 297 38 496 70 912 198 1180 2986 05:00 PM 75 60 7 142 22 149 66 237 40 78 16 134 12 256 64 332 845 05:15 PM 89 76 11 176 12 135 55 202 38 79 21 138 13 274 55 342 858 05:30 PM 84 70 6 160 15 160 55 230 42 67 6 115 16 286 55 357 862 05:45 PM 82 50 12 144 18 124 44 186 43 72 10 125 19 229 41 289 744 Total 330 256 36 622 67 568 220 855 163 296 53 512 60 1045 215 1320 3309 Grand Total 613 448 68 1129 140 1090 428 1658 324 593 91 1008 130 1957 413 2500 6295 Apprch % 54.3 39.7 6 8.4 65.7 25.8 32.1 58.8 9 5.2 78.3 16.5 Total % 9.7 7.1 1.1 17.9 2.2 17.3 6.8 26.3 5.1 9.4 1.4 16 2.1 31.1 6.6 39.7 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 75 60 7 142 22 149 66 237 40 78 16 134 12 256 64 332 845 05:15 PM 89 76 11 176 12 135 55 202 38 79 21 138 13 274 55 342 858 05:30 PM 84 70 6 160 15 160 55 230 42 67 6 115 16 286 55 357 862 05:45 PM 82 50 12 144 18 124 44 186 43 72 10 125 19 229 41 289 744 Total Volume 330 256 36 622 67 568 220 855 163 296 53 512 60 1045 215 1320 3309 % App. Total 53.1 41.2 5.8 7.8 66.4 25.7 31.8 57.8 10.4 4.5 79.2 16.3 PHF .927 .842 .750 .884 .761 .888 .833 .902 .948 .937 .631 .928 .789 .913 .840 .924 .960 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-154
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
36 Thru
256
Left
330
Out In Total
576 622 1198
Right
220
Thru
568
Left
67 Out Total In
1428 855 2283
Left
163
Thru
296
Right
53 Out In Total
538 512 1050
Left
60 1045
Thru Right
215
Total Out In
767 1320 2087
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 75 60 7 142 22 149 66 237 40 78 16 134 12 256 64 332 +15 mins. 89 76 11 176 12 135 55 202 38 79 21 138 13 274 55 342 +30 mins. 84 70 6 160 15 160 55 230 42 67 6 115 16 286 55 357 +45 mins. 82 50 12 144 18 124 44 186 43 72 10 125 19 229 41 289 Total Volume 330 256 36 622 67 568 220 855 163 296 53 512 60 1045 215 1320 % App. Total 53.1 41.2 5.8 7.8 66.4 25.7 31.8 57.8 10.4 4.5 79.2 16.3 PHF .927 .842 .750 .884 .761 .888 .833 .902 .948 .937 .631 .928 .789 .913 .840 .924 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-155
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 0 1 0 1 0 1 2 3 1 1 0 2 1 0 1 2 8
04:15 PM 2 1 0 3 0 1 1 2 0 2 0 2 1 2 1 4 11
04:30 PM 2 2 0 4 1 3 1 5 0 2 0 2 2 0 0 2 13
04:45 PM 0 1 0 1 0 2 1 3 1 2 0 3 1 0 1 2 9
Total 4 5 0 9 1 7 5 13 2 7 0 9 5 2 3 10 41
05:00 PM 2 2 0 4 0 1 1 2 0 0 1 1 0 1 1 2 9
05:15 PM 1 1 0 2 0 2 0 2 1 2 0 3 2 0 1 3 10
05:30 PM 1 2 0 3 0 1 1 2 0 1 1 2 2 0 0 2 9
05:45 PM 0 0 0 0 0 1 1 2 0 0 0 0 1 0 0 1 3
Total 4 5 0 9 0 5 3 8 1 3 2 6 5 1 2 8 31
Grand Total 8 10 0 18 1 12 8 21 3 10 2 15 10 3 5 18 72
Apprch % 44.4 55.6 0 4.8 57.1 38.1 20 66.7 13.3 55.6 16.7 27.8 Total % 11.1 13.9 0 25 1.4 16.7 11.1 29.2 4.2 13.9 2.8 20.8 13.9 4.2 6.9 25 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 2 2 0 4 0 1 1 2 0 0 1 1 0 1 1 2 9
05:15 PM 1 1 0 2 0 2 0 2 1 2 0 3 2 0 1 3 10
05:30 PM 1 2 0 3 0 1 1 2 0 1 1 2 2 0 0 2 9
05:45 PM 0 0 0 0 0 1 1 2 0 0 0 0 1 0 0 1 3
Total Volume 4 5 0 9 0 5 3 8 1 3 2 6 5 1 2 8 31
% App. Total 44.4 55.6 0 0 62.5 37.5 16.7 50 33.3 62.5 12.5 25 PHF .500 .625 .000 .563 .000 .625 .750 1.00 .250 .375 .500 .500 .625 .250 .500 .667 .775 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-156
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
0 Thru
5 Left
4 Out In Total
11 9 20
Right
3 Thru
5 Left
0 Out Total In
7 8 15
Left
1 Thru
3 Right
2 Out In Total
7 6 13
Left
5 Thru
1 Right
2 Total Out In
6 8 14
Peak Hour Begins at 05:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 2 2 0 4 0 1 1 2 0 0 1 1 0 1 1 2
+15 mins. 1 1 0 2 0 2 0 2 1 2 0 3 2 0 1 3
+30 mins. 1 2 0 3 0 1 1 2 0 1 1 2 2 0 0 2
+45 mins. 0 0 0 0 0 1 1 2 0 0 0 0 1 0 0 1
Total Volume 4 5 0 9 0 5 3 8 1 3 2 6 5 1 2 8
% App. Total 44.4 55.6 0 0 62.5 37.5 16.7 50 33.3 62.5 12.5 25 PHF .500 .625 .000 .563 .000 .625 .750 1.000 .250 .375 .500 .500 .625 .250 .500 .667 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-157
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
04:15 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2
04:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2
04:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 0 0 0 0 0 1 1 0 5 0 5 0 2 0 2 8
05:00 PM 0 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 1 0 0 1 0 3 0 3 0 0 0 0 4
Grand Total 0 0 0 0 1 0 1 2 0 8 0 8 0 2 0 2 12
Apprch % 0 0 0 50 0 50 0 100 0 0 100 0
Total % 0 0 0 0 8.3 0 8.3 16.7 0 66.7 0 66.7 0 16.7 0 16.7 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 1 0 0 1 0 3 0 3 0 0 0 0 4
% App. Total 0 0 0 100 0 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .375 .000 .375 .000 .000 .000 .000 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-158
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
0 Thru
0 Left
0 Out In Total
3 0 3
Right
0 Thru
0 Left
1 Out Total In
0 1 1
Left
0 Thru
3 Right
0 Out In Total
1 3 4
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 05:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 1 0 0 1 0 3 0 3 0 0 0 0
% App. Total 0 0 0 100 0 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .375 .000 .375 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-159
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2
04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
Total 0 5 0 5 0 0 0 0 1 0 0 1 0 1 0 1 7
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:15 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
05:30 PM 0 3 0 3 0 0 0 0 0 5 0 5 0 0 0 0 8
05:45 PM 0 2 0 2 0 0 1 1 0 6 0 6 0 0 0 0 9
Total 0 8 0 8 0 0 1 1 0 14 0 14 0 0 0 0 23
Grand Total 0 13 0 13 0 0 1 1 1 14 0 15 0 1 0 1 30
Apprch % 0 100 0 0 0 100 6.7 93.3 0 0 100 0
Total % 0 43.3 0 43.3 0 0 3.3 3.3 3.3 46.7 0 50 0 3.3 0 3.3 Workman Mill Road
Southbound
Beverly Boulevard
Westbound
Norwalk Boulevard
Northbound
Beverly Boulevard
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 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:15 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
05:30 PM 0 3 0 3 0 0 0 0 0 5 0 5 0 0 0 0 8
05:45 PM 0 2 0 2 0 0 1 1 0 6 0 6 0 0 0 0 9
Total Volume 0 8 0 8 0 0 1 1 0 14 0 14 0 0 0 0 23
% App. Total 0 100 0 0 0 100 0 100 0 0 0 0
PHF .000 .667 .000 .667 .000 .000 .250 .250 .000 .583 .000 .583 .000 .000 .000 .000 .639 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-160
File Name : 04_PRV_Workman_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Workman Mill Road/Norwalk Boulevard
E/W: Beverly Boulevard
Weather: Clear
Workman Mill Road
Beverly Boulevard
Beverly Boulevard
Norwalk Boulevard
Right
0 Thru
8 Left
0 Out In Total
15 8 23
Right
1 Thru
0 Left
0 Out Total In
0 1 1
Left
0 Thru
14 Right
0 Out In Total
8 14 22
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 05:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0
+30 mins. 0 3 0 3 0 0 0 0 0 5 0 5 0 0 0 0
+45 mins. 0 2 0 2 0 0 1 1 0 6 0 6 0 0 0 0
Total Volume 0 8 0 8 0 0 1 1 0 14 0 14 0 0 0 0
% App. Total 0 100 0 0 0 100 0 100 0 0 0 0
PHF .000 .667 .000 .667 .000 .000 .250 .250 .000 .583 .000 .583 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-161
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:00 AM 0 23 3 26 0 0 1 1 122 16 0 138 8 0 63 71 236
07:15 AM 0 22 8 30 0 0 1 1 138 16 0 154 12 0 72 84 269
07:30 AM 0 24 12 36 0 0 2 2 137 14 0 151 9 0 67 76 265
07:45 AM 0 24 4 28 1 0 1 2 131 19 1 151 23 0 99 122 303 Total 0 93 27 120 1 0 5 6 528 65 1 594 52 0 301 353 1073 08:00 AM 0 14 4 18 0 1 4 5 122 8 0 130 15 0 79 94 247
08:15 AM 0 28 5 33 0 1 1 2 113 17 0 130 8 0 77 85 250
08:30 AM 0 29 3 32 0 1 1 2 120 18 1 139 10 0 83 93 266
08:45 AM 0 29 8 37 0 0 0 0 91 17 0 108 10 0 82 92 237
Total 0 100 20 120 0 3 6 9 446 60 1 507 43 0 321 364 1000 Grand Total 0 193 47 240 1 3 11 15 974 125 2 1101 95 0 622 717 2073 Apprch % 0 80.4 19.6 6.7 20 73.3 88.5 11.4 0.2 13.2 0 86.8 Total % 0 9.3 2.3 11.6 0 0.1 0.5 0.7 47 6 0.1 53.1 4.6 0 30 34.6 Passenger Vehicles 0 175 46 221 1 3 11 15 948 121 2 1071 93 0 581 674 1981 % Passenger Vehicles 0 90.7 97.9 92.1 100 100 100 100 97.3 96.8 100 97.3 97.9 0 93.4 94 95.6 Large 2 Axle Vehicles 0 11 1 12 0 0 0 0 14 2 0 16 2 0 16 18 46 % Large 2 Axle Vehicles 0 5.7 2.1 5 0 0 0 0 1.4 1.6 0 1.5 2.1 0 2.6 2.5 2.2 3 Axle Vehicles 0 7 0 7 0 0 0 0 4 2 0 6 0 0 18 18 31
% 3 Axle Vehicles 0 3.6 0 2.9 0 0 0 0 0.4 1.6 0 0.5 0 0 2.9 2.5 1.5 4+ Axle Trucks 0 0 0 0 0 0 0 0 8 0 0 8 0 0 7 7 15
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0.8 0 0 0.7 0 0 1.1 1 0.7 Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:15 AM
07:15 AM 0 22 8 30 0 0 1 1 138 16 0 154 12 0 72 84 269
07:30 AM 0 24 12 36 0 0 2 2 137 14 0 151 9 0 67 76 265
07:45 AM 0 24 4 28 1 0 1 2 131 19 1 151 23 0 99 122 303 08:00 AM 0 14 4 18 0 1 4 5 122 8 0 130 15 0 79 94 247
Total Volume 0 84 28 112 1 1 8 10 528 57 1 586 59 0 317 376 1084 % App. Total 0 75 25 10 10 80 90.1 9.7 0.2 15.7 0 84.3
PHF .000 .875 .583 .778 .250 .250 .500 .500 .957 .750 .250 .951 .641 .000 .801 .770 .894 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-162
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
28 Thru
84 Left
0 Out In Total
124 112 236
Right
8 Thru
1 Left
1 Out Total In
1 10 11
Left
528
Thru
57 Right
1 Out In Total
402 586 988
Left
59 Thru
0 Right
317
Total Out In
557 376 933
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:30 AM 07:00 AM 07:45 AM
+0 mins. 0 23 3 26 0 0 2 2 122 16 0 138 23 0 99 122
+15 mins. 0 22 8 30 1 0 1 2 138 16 0 154 15 0 79 94
+30 mins. 0 24 12 36 0 1 4 5 137 14 0 151 8 0 77 85
+45 mins. 0 24 4 28 0 1 1 2 131 19 1 151 10 0 83 93
Total Volume 0 93 27 120 1 2 8 11 528 65 1 594 56 0 338 394 % App. Total 0 77.5 22.5 9.1 18.2 72.7 88.9 10.9 0.2 14.2 0 85.8 PHF .000 .969 .563 .833 .250 .500 .500 .550 .957 .855 .250 .964 .609 .000 .854 .807 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-163
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- Passenger Vehicles
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:00 AM 0 20 3 23 0 0 1 1 120 15 0 135 7 0 58 65 224
07:15 AM 0 21 8 29 0 0 1 1 137 14 0 151 12 0 69 81 262
07:30 AM 0 22 11 33 0 0 2 2 133 14 0 147 9 0 60 69 251
07:45 AM 0 22 4 26 1 0 1 2 129 18 1 148 23 0 97 120 296 Total 0 85 26 111 1 0 5 6 519 61 1 581 51 0 284 335 1033 08:00 AM 0 13 4 17 0 1 4 5 116 8 0 124 15 0 69 84 230
08:15 AM 0 23 5 28 0 1 1 2 111 17 0 128 7 0 70 77 235
08:30 AM 0 29 3 32 0 1 1 2 112 18 1 131 10 0 81 91 256
08:45 AM 0 25 8 33 0 0 0 0 90 17 0 107 10 0 77 87 227
Total 0 90 20 110 0 3 6 9 429 60 1 490 42 0 297 339 948 Grand Total 0 175 46 221 1 3 11 15 948 121 2 1071 93 0 581 674 1981 Apprch % 0 79.2 20.8 6.7 20 73.3 88.5 11.3 0.2 13.8 0 86.2 Total % 0 8.8 2.3 11.2 0.1 0.2 0.6 0.8 47.9 6.1 0.1 54.1 4.7 0 29.3 34 Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 21 8 29 0 0 1 1 137 14 0 151 12 0 69 81 262
07:30 AM 0 22 11 33 0 0 2 2 133 14 0 147 9 0 60 69 251
07:45 AM 0 22 4 26 1 0 1 2 129 18 1 148 23 0 97 120 296 08:00 AM 0 13 4 17 0 1 4 5 116 8 0 124 15 0 69 84 230
Total Volume 0 78 27 105 1 1 8 10 515 54 1 570 59 0 295 354 1039 % App. Total 0 74.3 25.7 10 10 80 90.4 9.5 0.2 16.7 0 83.3 PHF .000 .886 .614 .795 .250 .250 .500 .500 .940 .750 .250 .944 .641 .000 .760 .738 .878 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-164
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
27 Thru
78 Left
0 Out In Total
121 105 226
Right
8 Thru
1 Left
1 Out Total In
1 10 11
Left
515
Thru
54 Right
1 Out In Total
374 570 944
Left
59 Thru
0 Right
295
Total Out In
543 354 897
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 21 8 29 0 0 1 1 137 14 0 151 12 0 69 81
+15 mins. 0 22 11 33 0 0 2 2 133 14 0 147 9 0 60 69
+30 mins. 0 22 4 26 1 0 1 2 129 18 1 148 23 0 97 120
+45 mins. 0 13 4 17 0 1 4 5 116 8 0 124 15 0 69 84
Total Volume 0 78 27 105 1 1 8 10 515 54 1 570 59 0 295 354 % App. Total 0 74.3 25.7 10 10 80 90.4 9.5 0.2 16.7 0 83.3 PHF .000 .886 .614 .795 .250 .250 .500 .500 .940 .750 .250 .944 .641 .000 .760 .738 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-165
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:00 AM 0 1 0 1 0 0 0 0 2 1 0 3 1 0 2 3 7
07:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:30 AM 0 1 1 2 0 0 0 0 2 0 0 2 0 0 4 4 8
07:45 AM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 1 1 3
Total 0 4 1 5 0 0 0 0 5 2 0 7 1 0 7 8 20
08:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 4 4 6
08:15 AM 0 5 0 5 0 0 0 0 0 0 0 0 1 0 3 4 9
08:30 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 6
08:45 AM 0 2 0 2 0 0 0 0 1 0 0 1 0 0 2 2 5
Total 0 7 0 7 0 0 0 0 9 0 0 9 1 0 9 10 26
Grand Total 0 11 1 12 0 0 0 0 14 2 0 16 2 0 16 18 46
Apprch % 0 91.7 8.3 0 0 0 87.5 12.5 0 11.1 0 88.9
Total % 0 23.9 2.2 26.1 0 0 0 0 30.4 4.3 0 34.8 4.3 0 34.8 39.1 Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:30 AM 0 1 1 2 0 0 0 0 2 0 0 2 0 0 4 4 8
07:45 AM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 1 1 3
08:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 4 4 6
Total Volume 0 3 1 4 0 0 0 0 5 1 0 6 0 0 9 9 19
% App. Total 0 75 25 0 0 0 83.3 16.7 0 0 0 100
PHF .000 .750 .250 .500 .000 .000 .000 .000 .625 .250 .000 .750 .000 .000 .563 .563 .594 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-166
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
1 Thru
3 Left
0 Out In Total
1 4 5
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
5 Thru
1 Right
0 Out In Total
12 6 18
Left
0 Thru
0 Right
9 Total Out In
6 9 15
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 1 1 2 0 0 0 0 2 0 0 2 0 0 4 4
+30 mins. 0 1 0 1 0 0 0 0 1 0 0 1 0 0 1 1
+45 mins. 0 0 0 0 0 0 0 0 2 0 0 2 0 0 4 4
Total Volume 0 3 1 4 0 0 0 0 5 1 0 6 0 0 9 9
% App. Total 0 75 25 0 0 0 83.3 16.7 0 0 0 100
PHF .000 .750 .250 .500 .000 .000 .000 .000 .625 .250 .000 .750 .000 .000 .563 .563 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-167
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- 3 Axle Vehicles
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:00 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2 2 4
07:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2
07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 3 4
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 4 0 4 0 0 0 0 0 2 0 2 0 0 6 6 12
08:00 AM 0 1 0 1 0 0 0 0 2 0 0 2 0 0 6 6 9
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3
08:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 1 3
08:45 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2 2 4
Total 0 3 0 3 0 0 0 0 4 0 0 4 0 0 12 12 19
Grand Total 0 7 0 7 0 0 0 0 4 2 0 6 0 0 18 18 31
Apprch % 0 100 0 0 0 0 66.7 33.3 0 0 0 100
Total % 0 22.6 0 22.6 0 0 0 0 12.9 6.5 0 19.4 0 0 58.1 58.1 Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2
07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 3 4
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:00 AM 0 1 0 1 0 0 0 0 2 0 0 2 0 0 6 6 9
Total Volume 0 3 0 3 0 0 0 0 2 2 0 4 0 0 10 10 17
% App. Total 0 100 0 0 0 0 50 50 0 0 0 100
PHF .000 .750 .000 .750 .000 .000 .000 .000 .250 .500 .000 .500 .000 .000 .417 .417 .472 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-168
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
0 Thru
3 Left
0 Out In Total
2 3 5
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
2 Thru
2 Right
0 Out In Total
13 4 17
Left
0 Thru
0 Right
10 Total Out In
2 10 12
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 3
+30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 1 0 1 0 0 0 0 2 0 0 2 0 0 6 6
Total Volume 0 3 0 3 0 0 0 0 2 2 0 4 0 0 10 10
% App. Total 0 100 0 0 0 0 50 50 0 0 0 100
PHF .000 .750 .000 .750 .000 .000 .000 .000 .250 .500 .000 .500 .000 .000 .417 .417 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-169
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- 4+ Axle Trucks
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
07:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 2 3
07:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2
07:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2
Total 0 0 0 0 0 0 0 0 4 0 0 4 0 0 4 4 8
08:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2
08:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 1 3
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
Total 0 0 0 0 0 0 0 0 4 0 0 4 0 0 3 3 7
Grand Total 0 0 0 0 0 0 0 0 8 0 0 8 0 0 7 7 15
Apprch % 0 0 0 0 0 0 100 0 0 0 0 100
Total % 0 0 0 0 0 0 0 0 53.3 0 0 53.3 0 0 46.7 46.7
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 2 3
07:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2
07:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2
08:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2
Total Volume 0 0 0 0 0 0 0 0 6 0 0 6 0 0 3 3 9
% App. Total 0 0 0 0 0 0 100 0 0 0 0 100
PHF .000 .000 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 .000 .000 .375 .375 .750 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-170
File Name : 05_PRV_Pioneer_605N AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
6 Thru
0 Right
0 Out In Total
3 6 9
Left
0 Thru
0 Right
3 Total Out In
6 3 9
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 2
+15 mins. 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1
+45 mins. 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 6 0 0 6 0 0 3 3
% App. Total 0 0 0 0 0 0 100 0 0 0 0 100
PHF .000 .000 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 .000 .000 .375 .375 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-171
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 04:00 PM 1 38 3 42 0 0 2 2 83 27 1 111 21 1 82 104 259
04:15 PM 0 38 7 45 0 0 4 4 106 21 0 127 16 0 89 105 281 04:30 PM 1 42 1 44 0 1 3 4 80 27 2 109 20 1 123 144 301 04:45 PM 0 36 0 36 0 0 3 3 71 33 0 104 14 0 93 107 250
Total 2 154 11 167 0 1 12 13 340 108 3 451 71 2 387 460 1091 05:00 PM 0 29 3 32 0 0 1 1 85 26 0 111 12 0 96 108 252
05:15 PM 0 35 5 40 0 0 4 4 84 26 3 113 12 0 95 107 264
05:30 PM 0 42 4 46 0 0 0 0 80 24 0 104 16 1 110 127 277 05:45 PM 0 20 4 24 0 0 1 1 91 28 1 120 30 0 121 151 296 Total 0 126 16 142 0 0 6 6 340 104 4 448 70 1 422 493 1089 Grand Total 2 280 27 309 0 1 18 19 680 212 7 899 141 3 809 953 2180 Apprch % 0.6 90.6 8.7 0 5.3 94.7 75.6 23.6 0.8 14.8 0.3 84.9 Total % 0.1 12.8 1.2 14.2 0 0 0.8 0.9 31.2 9.7 0.3 41.2 6.5 0.1 37.1 43.7 Passenger Vehicles 2 275 26 303 0 1 18 19 675 212 7 894 140 3 790 933 2149 % Passenger Vehicles 100 98.2 96.3 98.1 0 100 100 100 99.3 100 100 99.4 99.3 100 97.7 97.9 98.6 Large 2 Axle Vehicles 0 2 1 3 0 0 0 0 4 0 0 4 1 0 8 9 16 % Large 2 Axle Vehicles 0 0.7 3.7 1 0 0 0 0 0.6 0 0 0.4 0.7 0 1 0.9 0.7 3 Axle Vehicles 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0.1 0 0 0.1 0 0 0 0 0 4+ Axle Trucks 0 3 0 3 0 0 0 0 0 0 0 0 0 0 11 11 14
% 4+ Axle Trucks 0 1.1 0 1 0 0 0 0 0 0 0 0 0 0 1.4 1.2 0.6 Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 38 3 42 0 0 2 2 83 27 1 111 21 1 82 104 259
04:15 PM 0 38 7 45 0 0 4 4 106 21 0 127 16 0 89 105 281 04:30 PM 1 42 1 44 0 1 3 4 80 27 2 109 20 1 123 144 301 04:45 PM 0 36 0 36 0 0 3 3 71 33 0 104 14 0 93 107 250
Total Volume 2 154 11 167 0 1 12 13 340 108 3 451 71 2 387 460 1091 % App. Total 1.2 92.2 6.6 0 7.7 92.3 75.4 23.9 0.7 15.4 0.4 84.1 PHF .500 .917 .393 .928 .000 .250 .750 .813 .802 .818 .375 .888 .845 .500 .787 .799 .906 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-172
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
11 Thru
154
Left
2 Out In Total
191 167 358
Right
12 Thru
1 Left
0 Out Total In
7 13 20
Left
340
Thru
108
Right
3 Out In Total
541 451 992
Left
71 Thru
2 Right
387
Total Out In
352 460 812
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 05:00 PM
+0 mins. 1 38 3 42 0 0 2 2 83 27 1 111 12 0 96 108
+15 mins. 0 38 7 45 0 0 4 4 106 21 0 127 12 0 95 107
+30 mins. 1 42 1 44 0 1 3 4 80 27 2 109 16 1 110 127
+45 mins. 0 36 0 36 0 0 3 3 71 33 0 104 30 0 121 151
Total Volume 2 154 11 167 0 1 12 13 340 108 3 451 70 1 422 493 % App. Total 1.2 92.2 6.6 0 7.7 92.3 75.4 23.9 0.7 14.2 0.2 85.6 PHF .500 .917 .393 .928 .000 .250 .750 .813 .802 .818 .375 .888 .583 .250 .872 .816 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-173
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- Passenger Vehicles
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 04:00 PM 1 38 3 42 0 0 2 2 83 27 1 111 20 1 81 102 257
04:15 PM 0 38 7 45 0 0 4 4 104 21 0 125 16 0 85 101 275 04:30 PM 1 41 1 43 0 1 3 4 79 27 2 108 20 1 121 142 297 04:45 PM 0 34 0 34 0 0 3 3 71 33 0 104 14 0 91 105 246
Total 2 151 11 164 0 1 12 13 337 108 3 448 70 2 378 450 1075 05:00 PM 0 29 3 32 0 0 1 1 85 26 0 111 12 0 93 105 249
05:15 PM 0 35 5 40 0 0 4 4 83 26 3 112 12 0 91 103 259
05:30 PM 0 40 3 43 0 0 0 0 79 24 0 103 16 1 109 126 272 05:45 PM 0 20 4 24 0 0 1 1 91 28 1 120 30 0 119 149 294 Total 0 124 15 139 0 0 6 6 338 104 4 446 70 1 412 483 1074 Grand Total 2 275 26 303 0 1 18 19 675 212 7 894 140 3 790 933 2149 Apprch % 0.7 90.8 8.6 0 5.3 94.7 75.5 23.7 0.8 15 0.3 84.7 Total % 0.1 12.8 1.2 14.1 0 0 0.8 0.9 31.4 9.9 0.3 41.6 6.5 0.1 36.8 43.4 Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 38 3 42 0 0 2 2 83 27 1 111 20 1 81 102 257
04:15 PM 0 38 7 45 0 0 4 4 104 21 0 125 16 0 85 101 275 04:30 PM 1 41 1 43 0 1 3 4 79 27 2 108 20 1 121 142 297 04:45 PM 0 34 0 34 0 0 3 3 71 33 0 104 14 0 91 105 246
Total Volume 2 151 11 164 0 1 12 13 337 108 3 448 70 2 378 450 1075 % App. Total 1.2 92.1 6.7 0 7.7 92.3 75.2 24.1 0.7 15.6 0.4 84 PHF .500 .921 .393 .911 .000 .250 .750 .813 .810 .818 .375 .896 .875 .500 .781 .792 .905 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-174
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
11 Thru
151
Left
2 Out In Total
190 164 354
Right
12 Thru
1 Left
0 Out Total In
7 13 20
Left
337
Thru
108
Right
3 Out In Total
529 448 977
Left
70 Thru
2 Right
378
Total Out In
349 450 799
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 1 38 3 42 0 0 2 2 83 27 1 111 20 1 81 102
+15 mins. 0 38 7 45 0 0 4 4 104 21 0 125 16 0 85 101
+30 mins. 1 41 1 43 0 1 3 4 79 27 2 108 20 1 121 142
+45 mins. 0 34 0 34 0 0 3 3 71 33 0 104 14 0 91 105
Total Volume 2 151 11 164 0 1 12 13 337 108 3 448 70 2 378 450 % App. Total 1.2 92.1 6.7 0 7.7 92.3 75.2 24.1 0.7 15.6 0.4 84 PHF .500 .921 .393 .911 .000 .250 .750 .813 .810 .818 .375 .896 .875 .500 .781 .792 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-175
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2
04:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 2 3
04:30 PM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
Total 0 1 0 1 0 0 0 0 2 0 0 2 1 0 4 5 8
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2
05:30 PM 0 1 1 2 0 0 0 0 1 0 0 1 0 0 0 0 3
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2
Total 0 1 1 2 0 0 0 0 2 0 0 2 0 0 4 4 8
Grand Total 0 2 1 3 0 0 0 0 4 0 0 4 1 0 8 9 16
Apprch % 0 66.7 33.3 0 0 0 100 0 0 11.1 0 88.9
Total % 0 12.5 6.2 18.8 0 0 0 0 25 0 0 25 6.2 0 50 56.2 Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2
04:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 2 3
04:30 PM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
Total Volume 0 1 0 1 0 0 0 0 2 0 0 2 1 0 4 5 8
% App. Total 0 100 0 0 0 0 100 0 0 20 0 80
PHF .000 .250 .000 .250 .000 .000 .000 .000 .500 .000 .000 .500 .250 .000 .500 .625 .667 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-176
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
0 Thru
1 Left
0 Out In Total
1 1 2
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
2 Thru
0 Right
0 Out In Total
5 2 7
Left
1 Thru
0 Right
4 Total Out In
2 5 7
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
+15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 2
+30 mins. 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
Total Volume 0 1 0 1 0 0 0 0 2 0 0 2 1 0 4 5
% App. Total 0 100 0 0 0 0 100 0 0 20 0 80
PHF .000 .250 .000 .250 .000 .000 .000 .000 .500 .000 .000 .500 .250 .000 .500 .625 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-177
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- 3 Axle Vehicles
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
Apprch % 0 0 0 0 0 0 100 0 0 0 0 0
Total % 0 0 0 0 0 0 0 0 100 0 0 100 0 0 0 0
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
% App. Total 0 0 0 0 0 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-178
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
1 Thru
0 Right
0 Out In Total
0 1 1
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0
% App. Total 0 0 0 0 0 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-179
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Groups Printed- 4+ Axle Trucks
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2
04:45 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1 3
Total 0 2 0 2 0 0 0 0 0 0 0 0 0 0 5 5 7
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3
05:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 2
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 6 6 7
Grand Total 0 3 0 3 0 0 0 0 0 0 0 0 0 0 11 11 14
Apprch % 0 100 0 0 0 0 0 0 0 0 0 100
Total % 0 21.4 0 21.4 0 0 0 0 0 0 0 0 0 0 78.6 78.6
Pioneer Boulevard
Southbound
Deveron Drive
Westbound
Pioneer Boulevard
Northbound
I-605 Northbound 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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2
04:45 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1 3
Total Volume 0 2 0 2 0 0 0 0 0 0 0 0 0 0 5 5 7
% App. Total 0 100 0 0 0 0 0 0 0 0 0 100
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .625 .625 .583 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-180
File Name : 05_PRV_Pioneer_605N PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Pioneer Boulevard
E/W: I-605 NB Ramps/Deveron Drive
Weather: Clear
Pioneer Boulevard
I-605 Northbound Ramps
Deveron Drive
Pioneer Boulevard
Right
0 Thru
2 Left
0 Out In Total
0 2 2
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
7 0 7
Left
0 Thru
0 Right
5 Total Out In
0 5 5
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2
+45 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1
Total Volume 0 2 0 2 0 0 0 0 0 0 0 0 0 0 5 5
% App. Total 0 100 0 0 0 0 0 0 0 0 0 100
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .625 .625 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-181
Location:  Date: 8/18/2020
N/S:  Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Pioneer Boulevard Deveron Drive Pioneer Boulevard I‐605 NB Ramps Pedestrians Pedestrians Pedestrians Pedestrians
0200 2
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 2 0 02
North Leg East Leg South Leg West Leg
Pioneer Boulevard Deveron Drive Pioneer Boulevard I‐605 NB Ramps Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
Pico Rivera
Pioneer Boulevard
I‐605 NB Ramps/Deveron Drive

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page C-182
Location:  Date: 8/18/2020
N/S:  Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
010000000000 1
000000000000 0
000000000000 0
000000010000 1
000000000000 0
010000010000 2
020000020000 4
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000000000 1
000000000000 0
000000000000 0
000100000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
010100000000 2
I‐605 NB Ramps/Deveron Drive
Pioneer Boulevard
Pico Rivera

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
Pioneer Boulevard Deveron Drive Pioneer Boulevard I‐605 NB Ramps TOTAL VOLUMES:

Pioneer Boulevard Deveron Drive Pioneer Boulevard I‐605 NB Ramps Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 Page C-183
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 07:00 AM 20 36 0 56 28 2 0 30 2 0 21 23 0 1 1 2 111
07:15 AM 34 38 0 72 29 2 0 31 1 0 25 26 0 0 4 4 133
07:30 AM 28 51 1 80 34 1 0 35 3 0 32 35 0 2 8 10 160
07:45 AM 38 45 0 83 40 5 0 45 3 0 29 32 0 2 5 7 167
Total 120 170 1 291 131 10 0 141 9 0 107 116 0 5 18 23 571 08:00 AM 32 42 0 74 22 4 0 26 6 0 31 37 0 1 1 2 139
08:15 AM 28 45 0 73 31 4 0 35 4 0 31 35 0 1 2 3 146
08:30 AM 31 45 0 76 34 4 0 38 1 0 34 35 0 0 0 0 149
08:45 AM 32 53 0 85 28 1 0 29 2 0 26 28 0 2 2 4 146
Total 123 185 0 308 115 13 0 128 13 0 122 135 0 4 5 9 580 Grand Total 243 355 1 599 246 23 0 269 22 0 229 251 0 9 23 32 1151 Apprch % 40.6 59.3 0.2 91.4 8.6 0 8.8 0 91.2 0 28.1 71.9 Total % 21.1 30.8 0.1 52 21.4 2 0 23.4 1.9 0 19.9 21.8 0 0.8 2 2.8 Passenger Vehicles 216 334 1 551 212 19 0 231 22 0 221 243 0 8 23 31 1056 % Passenger Vehicles 88.9 94.1 100 92 86.2 82.6 0 85.9 100 0 96.5 96.8 0 88.9 100 96.9 91.7 Large 2 Axle Vehicles 9 17 0 26 12 2 0 14 0 0 6 6 0 1 0 1 47 % Large 2 Axle Vehicles 3.7 4.8 0 4.3 4.9 8.7 0 5.2 0 0 2.6 2.4 0 11.1 0 3.1 4.1 3 Axle Vehicles 9 2 0 11 11 1 0 12 0 0 1 1 0 0 0 0 24
% 3 Axle Vehicles 3.7 0.6 0 1.8 4.5 4.3 0 4.5 0 0 0.4 0.4 0 0 0 0 2.1 4+ Axle Trucks 9 2 0 11 11 1 0 12 0 0 1 1 0 0 0 0 24
% 4+ Axle Trucks 3.7 0.6 0 1.8 4.5 4.3 0 4.5 0 0 0.4 0.4 0 0 0 0 2.1 I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 28 51 1 80 34 1 0 35 3 0 32 35 0 2 8 10 160
07:45 AM 38 45 0 83 40 5 0 45 3 0 29 32 0 2 5 7 167
08:00 AM 32 42 0 74 22 4 0 26 6 0 31 37 0 1 1 2 139
08:15 AM 28 45 0 73 31 4 0 35 4 0 31 35 0 1 2 3 146
Total Volume 126 183 1 310 127 14 0 141 16 0 123 139 0 6 16 22 612 % App. Total 40.6 59 0.3 90.1 9.9 0 11.5 0 88.5 0 27.3 72.7 PHF .829 .897 .250 .934 .794 .700 .000 .783 .667 .000 .961 .939 .000 .750 .500 .550 .916 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-184
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
1 Thru
183
Left
126
Out In Total
0 310 310
Right
0 Thru
14 Left
127
Out Total In
255 141 396
Left
16 Thru
0 Right
123
Out In Total
326 139 465
Left
0 Thru
6 Right
16 Total Out In
31 22 53
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:30 AM 07:00 AM
+0 mins. 28 51 1 80 40 5 0 45 3 0 32 35 0 1 1 2
+15 mins. 38 45 0 83 22 4 0 26 3 0 29 32 0 0 4 4
+30 mins. 32 42 0 74 31 4 0 35 6 0 31 37 0 2 8 10
+45 mins. 28 45 0 73 34 4 0 38 4 0 31 35 0 2 5 7
Total Volume 126 183 1 310 127 17 0 144 16 0 123 139 0 5 18 23 % App. Total 40.6 59 0.3 88.2 11.8 0 11.5 0 88.5 0 21.7 78.3 PHF .829 .897 .250 .934 .794 .850 .000 .800 .667 .000 .961 .939 .000 .625 .563 .575 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-185
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- Passenger Vehicles
I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 07:00 AM 18 32 0 50 26 2 0 28 2 0 20 22 0 1 1 2 102
07:15 AM 29 35 0 64 22 2 0 24 1 0 25 26 0 0 4 4 118
07:30 AM 22 47 1 70 29 1 0 30 3 0 32 35 0 2 8 10 145
07:45 AM 32 44 0 76 36 4 0 40 3 0 29 32 0 2 5 7 155
Total 101 158 1 260 113 9 0 122 9 0 106 115 0 5 18 23 520 08:00 AM 30 42 0 72 21 1 0 22 6 0 30 36 0 1 1 2 132
08:15 AM 26 45 0 71 26 4 0 30 4 0 30 34 0 0 2 2 137
08:30 AM 31 45 0 76 26 4 0 30 1 0 32 33 0 0 0 0 139
08:45 AM 28 44 0 72 26 1 0 27 2 0 23 25 0 2 2 4 128
Total 115 176 0 291 99 10 0 109 13 0 115 128 0 3 5 8 536 Grand Total 216 334 1 551 212 19 0 231 22 0 221 243 0 8 23 31 1056 Apprch % 39.2 60.6 0.2 91.8 8.2 0 9.1 0 90.9 0 25.8 74.2 Total % 20.5 31.6 0.1 52.2 20.1 1.8 0 21.9 2.1 0 20.9 23 0 0.8 2.2 2.9 I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 22 47 1 70 29 1 0 30 3 0 32 35 0 2 8 10 145
07:45 AM 32 44 0 76 36 4 0 40 3 0 29 32 0 2 5 7 155
08:00 AM 30 42 0 72 21 1 0 22 6 0 30 36 0 1 1 2 132
08:15 AM 26 45 0 71 26 4 0 30 4 0 30 34 0 0 2 2 137
Total Volume 110 178 1 289 112 10 0 122 16 0 121 137 0 5 16 21 569 % App. Total 38.1 61.6 0.3 91.8 8.2 0 11.7 0 88.3 0 23.8 76.2 PHF .859 .947 .250 .951 .778 .625 .000 .763 .667 .000 .945 .951 .000 .625 .500 .525 .918 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-186
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
1 Thru
178
Left
110
Out In Total
0 289 289
Right
0 Thru
10 Left
112
Out Total In
236 122 358
Left
16 Thru
0 Right
121
Out In Total
306 137 443
Left
0 Thru
5 Right
16 Total Out In
27 21 48
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 22 47 1 70 29 1 0 30 3 0 32 35 0 2 8 10
+15 mins. 32 44 0 76 36 4 0 40 3 0 29 32 0 2 5 7
+30 mins. 30 42 0 72 21 1 0 22 6 0 30 36 0 1 1 2
+45 mins. 26 45 0 71 26 4 0 30 4 0 30 34 0 0 2 2
Total Volume 110 178 1 289 112 10 0 122 16 0 121 137 0 5 16 21 % App. Total 38.1 61.6 0.3 91.8 8.2 0 11.7 0 88.3 0 23.8 76.2 PHF .859 .947 .250 .951 .778 .625 .000 .763 .667 .000 .945 .951 .000 .625 .500 .525 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-187
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 07:00 AM 0 4 0 4 2 0 0 2 0 0 1 1 0 0 0 0 7
07:15 AM 1 3 0 4 3 0 0 3 0 0 0 0 0 0 0 0 7
07:30 AM 4 4 0 8 1 0 0 1 0 0 0 0 0 0 0 0 9
07:45 AM 0 1 0 1 2 1 0 3 0 0 0 0 0 0 0 0 4
Total 5 12 0 17 8 1 0 9 0 0 1 1 0 0 0 0 27
08:00 AM 0 0 0 0 1 1 0 2 0 0 1 1 0 0 0 0 3
08:15 AM 2 0 0 2 1 0 0 1 0 0 1 1 0 1 0 1 5
08:30 AM 0 0 0 0 2 0 0 2 0 0 2 2 0 0 0 0 4
08:45 AM 2 5 0 7 0 0 0 0 0 0 1 1 0 0 0 0 8
Total 4 5 0 9 4 1 0 5 0 0 5 5 0 1 0 1 20
Grand Total 9 17 0 26 12 2 0 14 0 0 6 6 0 1 0 1 47
Apprch % 34.6 65.4 0 85.7 14.3 0 0 0 100 0 100 0
Total % 19.1 36.2 0 55.3 25.5 4.3 0 29.8 0 0 12.8 12.8 0 2.1 0 2.1 I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 4 4 0 8 1 0 0 1 0 0 0 0 0 0 0 0 9
07:45 AM 0 1 0 1 2 1 0 3 0 0 0 0 0 0 0 0 4
08:00 AM 0 0 0 0 1 1 0 2 0 0 1 1 0 0 0 0 3
08:15 AM 2 0 0 2 1 0 0 1 0 0 1 1 0 1 0 1 5
Total Volume 6 5 0 11 5 2 0 7 0 0 2 2 0 1 0 1 21
% App. Total 54.5 45.5 0 71.4 28.6 0 0 0 100 0 100 0
PHF .375 .313 .000 .344 .625 .500 .000 .583 .000 .000 .500 .500 .000 .250 .000 .250 .583 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-188
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
0 Thru
5 Left
6 Out In Total
0 11 11
Right
0 Thru
2 Left
5 Out Total In
9 7 16
Left
0 Thru
0 Right
2 Out In Total
10 2 12
Left
0 Thru
1 Right
0 Total Out In
2 1 3
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 4 4 0 8 1 0 0 1 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 2 1 0 3 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 1 1 0 2 0 0 1 1 0 0 0 0
+45 mins. 2 0 0 2 1 0 0 1 0 0 1 1 0 1 0 1
Total Volume 6 5 0 11 5 2 0 7 0 0 2 2 0 1 0 1
% App. Total 54.5 45.5 0 71.4 28.6 0 0 0 100 0 100 0
PHF .375 .313 .000 .344 .625 .500 .000 .583 .000 .000 .500 .500 .000 .250 .000 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-189
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 07:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 2 0 0 2 2 0 0 2 0 0 0 0 0 0 0 0 4
07:30 AM 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0 3
07:45 AM 3 0 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4
Total 7 0 0 7 5 0 0 5 0 0 0 0 0 0 0 0 12
08:00 AM 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 2
08:15 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2
08:30 AM 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 3
08:45 AM 1 2 0 3 1 0 0 1 0 0 1 1 0 0 0 0 5
Total 2 2 0 4 6 1 0 7 0 0 1 1 0 0 0 0 12
Grand Total 9 2 0 11 11 1 0 12 0 0 1 1 0 0 0 0 24
Apprch % 81.8 18.2 0 91.7 8.3 0 0 0 100 0 0 0
Total % 37.5 8.3 0 45.8 45.8 4.2 0 50 0 0 4.2 4.2 0 0 0 0 I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0 3
07:45 AM 3 0 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4
08:00 AM 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 2
08:15 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2
Total Volume 5 0 0 5 5 1 0 6 0 0 0 0 0 0 0 0 11
% App. Total 100 0 0 83.3 16.7 0 0 0 0 0 0 0
PHF .417 .000 .000 .417 .625 .250 .000 .750 .000 .000 .000 .000 .000 .000 .000 .000 .688 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-190
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
0 Thru
0 Left
5 Out In Total
0 5 5
Right
0 Thru
1 Left
5 Out Total In
5 6 11
Left
0 Thru
0 Right
0 Out In Total
5 0 5
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0
+15 mins. 3 0 0 3 1 0 0 1 0 0 0 0 0 0 0 0
+30 mins. 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0
Total Volume 5 0 0 5 5 1 0 6 0 0 0 0 0 0 0 0
% App. Total 100 0 0 83.3 16.7 0 0 0 0 0 0 0
PHF .417 .000 .000 .417 .625 .250 .000 .750 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-191
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 07:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 2 0 0 2 2 0 0 2 0 0 0 0 0 0 0 0 4
07:30 AM 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0 3
07:45 AM 3 0 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4
Total 7 0 0 7 5 0 0 5 0 0 0 0 0 0 0 0 12
08:00 AM 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 2
08:15 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2
08:30 AM 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 3
08:45 AM 1 2 0 3 1 0 0 1 0 0 1 1 0 0 0 0 5
Total 2 2 0 4 6 1 0 7 0 0 1 1 0 0 0 0 12
Grand Total 9 2 0 11 11 1 0 12 0 0 1 1 0 0 0 0 24
Apprch % 81.8 18.2 0 91.7 8.3 0 0 0 100 0 0 0
Total % 37.5 8.3 0 45.8 45.8 4.2 0 50 0 0 4.2 4.2 0 0 0 0 I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0 3
07:45 AM 3 0 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4
08:00 AM 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 2
08:15 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2
Total Volume 5 0 0 5 5 1 0 6 0 0 0 0 0 0 0 0 11
% App. Total 100 0 0 83.3 16.7 0 0 0 0 0 0 0
PHF .417 .000 .000 .417 .625 .250 .000 .750 .000 .000 .000 .000 .000 .000 .000 .000 .688 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-192
File Name : 06_PRV_605S_Rose Hills_AM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
0 Thru
0 Left
5 Out In Total
0 5 5
Right
0 Thru
1 Left
5 Out Total In
5 6 11
Left
0 Thru
0 Right
0 Out In Total
5 0 5
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0
+15 mins. 3 0 0 3 1 0 0 1 0 0 0 0 0 0 0 0
+30 mins. 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0
Total Volume 5 0 0 5 5 1 0 6 0 0 0 0 0 0 0 0
% App. Total 100 0 0 83.3 16.7 0 0 0 0 0 0 0
PHF .417 .000 .000 .417 .625 .250 .000 .750 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-193
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 04:00 PM 20 51 0 71 59 8 0 67 5 0 31 36 0 3 11 14 188
04:15 PM 24 60 1 85 55 7 0 62 2 0 38 40 0 1 8 9 196
04:30 PM 14 53 1 68 63 2 0 65 5 0 55 60 0 1 8 9 202
04:45 PM 21 56 0 77 34 4 0 38 5 0 38 43 0 0 9 9 167
Total 79 220 2 301 211 21 0 232 17 0 162 179 0 5 36 41 753 05:00 PM 17 52 0 69 58 3 0 61 4 0 47 51 0 1 5 6 187
05:15 PM 22 71 1 94 39 5 0 44 4 0 40 44 0 0 9 9 191
05:30 PM 21 60 0 81 49 3 0 52 1 0 28 29 0 0 3 3 165
05:45 PM 14 74 0 88 46 3 0 49 7 0 30 37 0 0 5 5 179
Total 74 257 1 332 192 14 0 206 16 0 145 161 0 1 22 23 722 Grand Total 153 477 3 633 403 35 0 438 33 0 307 340 0 6 58 64 1475 Apprch % 24.2 75.4 0.5 92 8 0 9.7 0 90.3 0 9.4 90.6
Total % 10.4 32.3 0.2 42.9 27.3 2.4 0 29.7 2.2 0 20.8 23.1 0 0.4 3.9 4.3 Passenger Vehicles 141 463 3 607 375 35 0 410 31 0 295 326 0 5 56 61 1404 % Passenger Vehicles 92.2 97.1 100 95.9 93.1 100 0 93.6 93.9 0 96.1 95.9 0 83.3 96.6 95.3 95.2 Large 2 Axle Vehicles 8 7 0 15 7 0 0 7 2 0 4 6 0 1 1 2 30 % Large 2 Axle Vehicles 5.2 1.5 0 2.4 1.7 0 0 1.6 6.1 0 1.3 1.8 0 16.7 1.7 3.1 2 3 Axle Vehicles 0 3 0 3 8 0 0 8 0 0 3 3 0 0 1 1 15
% 3 Axle Vehicles 0 0.6 0 0.5 2 0 0 1.8 0 0 1 0.9 0 0 1.7 1.6 1 4+ Axle Trucks 4 4 0 8 13 0 0 13 0 0 5 5 0 0 0 0 26
% 4+ Axle Trucks 2.6 0.8 0 1.3 3.2 0 0 3 0 0 1.6 1.5 0 0 0 0 1.8 I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 20 51 0 71 59 8 0 67 5 0 31 36 0 3 11 14 188
04:15 PM 24 60 1 85 55 7 0 62 2 0 38 40 0 1 8 9 196
04:30 PM 14 53 1 68 63 2 0 65 5 0 55 60 0 1 8 9 202
04:45 PM 21 56 0 77 34 4 0 38 5 0 38 43 0 0 9 9 167
Total Volume 79 220 2 301 211 21 0 232 17 0 162 179 0 5 36 41 753 % App. Total 26.2 73.1 0.7 90.9 9.1 0 9.5 0 90.5 0 12.2 87.8 PHF .823 .917 .500 .885 .837 .656 .000 .866 .850 .000 .736 .746 .000 .417 .818 .732 .932 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-194
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
2 Thru
220
Left
79 Out In Total
0 301 301
Right
0 Thru
21 Left
211
Out Total In
246 232 478
Left
17 Thru
0 Right
162
Out In Total
467 179 646
Left
0 Thru
5 Right
36 Total Out In
40 41 81
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 04:30 PM 04:00 PM
+0 mins. 17 52 0 69 59 8 0 67 5 0 55 60 0 3 11 14
+15 mins. 22 71 1 94 55 7 0 62 5 0 38 43 0 1 8 9
+30 mins. 21 60 0 81 63 2 0 65 4 0 47 51 0 1 8 9
+45 mins. 14 74 0 88 34 4 0 38 4 0 40 44 0 0 9 9
Total Volume 74 257 1 332 211 21 0 232 18 0 180 198 0 5 36 41 % App. Total 22.3 77.4 0.3 90.9 9.1 0 9.1 0 90.9 0 12.2 87.8 PHF .841 .868 .250 .883 .837 .656 .000 .866 .900 .000 .818 .825 .000 .417 .818 .732 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-195
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- Passenger Vehicles
I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 04:00 PM 19 50 0 69 55 8 0 63 5 0 31 36 0 2 11 13 181
04:15 PM 21 55 1 77 49 7 0 56 2 0 35 37 0 1 8 9 179
04:30 PM 13 51 1 65 60 2 0 62 5 0 54 59 0 1 8 9 195
04:45 PM 17 55 0 72 33 4 0 37 5 0 36 41 0 0 8 8 158
Total 70 211 2 283 197 21 0 218 17 0 156 173 0 4 35 39 713 05:00 PM 16 52 0 68 55 3 0 58 4 0 45 49 0 1 5 6 181
05:15 PM 22 69 1 92 35 5 0 40 2 0 38 40 0 0 9 9 181
05:30 PM 19 60 0 79 44 3 0 47 1 0 27 28 0 0 3 3 157
05:45 PM 14 71 0 85 44 3 0 47 7 0 29 36 0 0 4 4 172
Total 71 252 1 324 178 14 0 192 14 0 139 153 0 1 21 22 691 Grand Total 141 463 3 607 375 35 0 410 31 0 295 326 0 5 56 61 1404 Apprch % 23.2 76.3 0.5 91.5 8.5 0 9.5 0 90.5 0 8.2 91.8 Total % 10 33 0.2 43.2 26.7 2.5 0 29.2 2.2 0 21 23.2 0 0.4 4 4.3 I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 19 50 0 69 55 8 0 63 5 0 31 36 0 2 11 13 181
04:15 PM 21 55 1 77 49 7 0 56 2 0 35 37 0 1 8 9 179
04:30 PM 13 51 1 65 60 2 0 62 5 0 54 59 0 1 8 9 195
04:45 PM 17 55 0 72 33 4 0 37 5 0 36 41 0 0 8 8 158
Total Volume 70 211 2 283 197 21 0 218 17 0 156 173 0 4 35 39 713 % App. Total 24.7 74.6 0.7 90.4 9.6 0 9.8 0 90.2 0 10.3 89.7 PHF .833 .959 .500 .919 .821 .656 .000 .865 .850 .000 .722 .733 .000 .500 .795 .750 .914 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-196
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
2 Thru
211
Left
70 Out In Total
0 283 283
Right
0 Thru
21 Left
197
Out Total In
230 218 448
Left
17 Thru
0 Right
156
Out In Total
443 173 616
Left
0 Thru
4 Right
35 Total Out In
40 39 79
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 19 50 0 69 55 8 0 63 5 0 31 36 0 2 11 13
+15 mins. 21 55 1 77 49 7 0 56 2 0 35 37 0 1 8 9
+30 mins. 13 51 1 65 60 2 0 62 5 0 54 59 0 1 8 9
+45 mins. 17 55 0 72 33 4 0 37 5 0 36 41 0 0 8 8
Total Volume 70 211 2 283 197 21 0 218 17 0 156 173 0 4 35 39 % App. Total 24.7 74.6 0.7 90.4 9.6 0 9.8 0 90.2 0 10.3 89.7 PHF .833 .959 .500 .919 .821 .656 .000 .865 .850 .000 .722 .733 .000 .500 .795 .750 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-197
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 04:00 PM 1 0 0 1 2 0 0 2 0 0 0 0 0 1 0 1 4
04:15 PM 2 2 0 4 1 0 0 1 0 0 1 1 0 0 0 0 6
04:30 PM 1 2 0 3 1 0 0 1 0 0 1 1 0 0 0 0 5
04:45 PM 3 1 0 4 1 0 0 1 0 0 0 0 0 0 1 1 6
Total 7 5 0 12 5 0 0 5 0 0 2 2 0 1 1 2 21
05:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
05:15 PM 0 1 0 1 1 0 0 1 2 0 1 3 0 0 0 0 5
05:30 PM 1 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 2 0 3 2 0 0 2 2 0 2 4 0 0 0 0 9
Grand Total 8 7 0 15 7 0 0 7 2 0 4 6 0 1 1 2 30
Apprch % 53.3 46.7 0 100 0 0 33.3 0 66.7 0 50 50
Total % 26.7 23.3 0 50 23.3 0 0 23.3 6.7 0 13.3 20 0 3.3 3.3 6.7 I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 0 0 1 2 0 0 2 0 0 0 0 0 1 0 1 4
04:15 PM 2 2 0 4 1 0 0 1 0 0 1 1 0 0 0 0 6
04:30 PM 1 2 0 3 1 0 0 1 0 0 1 1 0 0 0 0 5
04:45 PM 3 1 0 4 1 0 0 1 0 0 0 0 0 0 1 1 6
Total Volume 7 5 0 12 5 0 0 5 0 0 2 2 0 1 1 2 21
% App. Total 58.3 41.7 0 100 0 0 0 0 100 0 50 50
PHF .583 .625 .000 .750 .625 .000 .000 .625 .000 .000 .500 .500 .000 .250 .250 .500 .875 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-198
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
0 Thru
5 Left
7 Out In Total
0 12 12
Right
0 Thru
0 Left
5 Out Total In
10 5 15
Left
0 Thru
0 Right
2 Out In Total
11 2 13
Left
0 Thru
1 Right
1 Total Out In
0 2 2
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 1 0 0 1 2 0 0 2 0 0 0 0 0 1 0 1
+15 mins. 2 2 0 4 1 0 0 1 0 0 1 1 0 0 0 0
+30 mins. 1 2 0 3 1 0 0 1 0 0 1 1 0 0 0 0
+45 mins. 3 1 0 4 1 0 0 1 0 0 0 0 0 0 1 1
Total Volume 7 5 0 12 5 0 0 5 0 0 2 2 0 1 1 2
% App. Total 58.3 41.7 0 100 0 0 0 0 100 0 50 50
PHF .583 .625 .000 .750 .625 .000 .000 .625 .000 .000 .500 .500 .000 .250 .250 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-199
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 04:00 PM 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 2
04:15 PM 0 1 0 1 2 0 0 2 0 0 2 2 0 0 0 0 5
04:30 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total 0 2 0 2 5 0 0 5 0 0 3 3 0 0 0 0 10
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2
05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 2
Total 0 1 0 1 3 0 0 3 0 0 0 0 0 0 1 1 5
Grand Total 0 3 0 3 8 0 0 8 0 0 3 3 0 0 1 1 15
Apprch % 0 100 0 100 0 0 0 0 100 0 0 100
Total % 0 20 0 20 53.3 0 0 53.3 0 0 20 20 0 0 6.7 6.7
I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 2
04:15 PM 0 1 0 1 2 0 0 2 0 0 2 2 0 0 0 0 5
04:30 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total Volume 0 2 0 2 5 0 0 5 0 0 3 3 0 0 0 0 10
% App. Total 0 100 0 100 0 0 0 0 100 0 0 0
PHF .000 .500 .000 .500 .625 .000 .000 .625 .000 .000 .375 .375 .000 .000 .000 .000 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-200
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
0 Thru
2 Left
0 Out In Total
0 2 2
Right
0 Thru
0 Left
5 Out Total In
3 5 8
Left
0 Thru
0 Right
3 Out In Total
7 3 10
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 2 0 0 2 0 0 2 2 0 0 0 0
+30 mins. 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0
Total Volume 0 2 0 2 5 0 0 5 0 0 3 3 0 0 0 0
% App. Total 0 100 0 100 0 0 0 0 100 0 0 0
PHF .000 .500 .000 .500 .625 .000 .000 .625 .000 .000 .375 .375 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-201
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 1
City of Pico Rivera
N/S: I-605 SB Ramps / San Gabriel Riv Rd
E/W: Hose HIlls Road / Rooks Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 04:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
04:15 PM 1 2 0 3 3 0 0 3 0 0 0 0 0 0 0 0 6
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 1 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
Total 2 2 0 4 4 0 0 4 0 0 1 1 0 0 0 0 9
05:00 PM 1 0 0 1 2 0 0 2 0 0 2 2 0 0 0 0 5
05:15 PM 0 1 0 1 2 0 0 2 0 0 1 1 0 0 0 0 4
05:30 PM 1 0 0 1 3 0 0 3 0 0 0 0 0 0 0 0 4
05:45 PM 0 1 0 1 2 0 0 2 0 0 1 1 0 0 0 0 4
Total 2 2 0 4 9 0 0 9 0 0 4 4 0 0 0 0 17
Grand Total 4 4 0 8 13 0 0 13 0 0 5 5 0 0 0 0 26
Apprch % 50 50 0 100 0 0 0 0 100 0 0 0
Total % 15.4 15.4 0 30.8 50 0 0 50 0 0 19.2 19.2 0 0 0 0 I-605 Southbound Off Ramp
Southbound
Rose Hills Drive
Westbound
San Gabriel River Parkway
Northbound
Rooks Road
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
04:15 PM 1 2 0 3 3 0 0 3 0 0 0 0 0 0 0 0 6
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 1 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
Total Volume 2 2 0 4 4 0 0 4 0 0 1 1 0 0 0 0 9
% App. Total 50 50 0 100 0 0 0 0 100 0 0 0
PHF .500 .250 .000 .333 .333 .000 .000 .333 .000 .000 .250 .250 .000 .000 .000 .000 .375 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-202
File Name : 06_PRV_605S_Rose Hills_PM
Site Code : 12220296
Start Date : 9/3/2020
Page No : 2
I-605 Southbound Off Ramp
Rooks Road
Rose Hills Drive
San Gabriel River Parkway
Right
0 Thru
2 Left
2 Out In Total
0 4 4
Right
0 Thru
0 Left
4 Out Total In
3 4 7
Left
0 Thru
0 Right
1 Out In Total
6 1 7
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0
+15 mins. 1 2 0 3 3 0 0 3 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 1 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0
Total Volume 2 2 0 4 4 0 0 4 0 0 1 1 0 0 0 0
% App. Total 50 50 0 100 0 0 0 0 100 0 0 0
PHF .500 .250 .000 .333 .333 .000 .000 .333 .000 .000 .250 .250 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-203
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 2 2 167 2 169 5 175 180 351
07:15 AM 2 2 4 191 0 191 4 218 222 417
07:30 AM 3 4 7 210 2 212 1 249 250 469
07:45 AM 2 2 4 225 6 231 12 194 206 441
Total 7 10 17 793 10 803 22 836 858 1678
08:00 AM 3 0 3 198 0 198 2 186 188 389
08:15 AM 1 1 2 191 1 192 4 168 172 366
08:30 AM 1 1 2 186 8 194 6 179 185 381
08:45 AM 0 1 1 186 4 190 4 203 207 398
Total 5 3 8 761 13 774 16 736 752 1534
Grand Total 12 13 25 1554 23 1577 38 1572 1610 3212
Apprch % 48 52 98.5 1.5 2.4 97.6
Total % 0.4 0.4 0.8 48.4 0.7 49.1 1.2 48.9 50.1
Passenger Vehicles 2 6 8 1488 23 1511 30 1505 1535 3054 % Passenger Vehicles 16.7 46.2 32 95.8 100 95.8 78.9 95.7 95.3 95.1 Large 2 Axle Vehicles 3 0 3 37 0 37 3 37 40 80
% Large 2 Axle Vehicles 25 0 12 2.4 0 2.3 7.9 2.4 2.5 2.5 3 Axle Vehicles 2 2 4 22 0 22 4 22 26 52
% 3 Axle Vehicles 16.7 15.4 16 1.4 0 1.4 10.5 1.4 1.6 1.6 4+ Axle Trucks 5 5 10 7 0 7 1 8 9 26
% 4+ Axle Trucks 41.7 38.5 40 0.5 0 0.4 2.6 0.5 0.6 0.8 Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru 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 07:15 AM
07:15 AM 2 2 4 191 0 191 4 218 222 417
07:30 AM 3 4 7 210 2 212 1 249 250 469
07:45 AM 2 2 4 225 6 231 12 194 206 441
08:00 AM 3 0 3 198 0 198 2 186 188 389
Total Volume 10 8 18 824 8 832 19 847 866 1716
% App. Total 55.6 44.4 99 1 2.2 97.8
PHF .833 .500 .643 .916 .333 .900 .396 .850 .866 .915
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-204
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
8 Left
10 Out In Total
27 18 45
Right
8 Thru
824
Out Total In
857 832 1689
Left
19 Thru
847
Total Out In
832 866 1698
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 07:15 AM
+0 mins. 2 2 4 210 2 212 4 218 222
+15 mins. 3 4 7 225 6 231 1 249 250
+30 mins. 2 2 4 198 0 198 12 194 206
+45 mins. 3 0 3 191 1 192 2 186 188
Total Volume 10 8 18 824 9 833 19 847 866
% App. Total 55.6 44.4 98.9 1.1 2.2 97.8
PHF .833 .500 .643 .916 .375 .902 .396 .850 .866
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-205
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 1 1 157 2 159 4 168 172 332
07:15 AM 0 1 1 185 0 185 2 211 213 399
07:30 AM 0 3 3 201 2 203 1 241 242 448
07:45 AM 1 1 2 219 6 225 12 185 197 424
Total 1 6 7 762 10 772 19 805 824 1603
08:00 AM 1 0 1 184 0 184 2 178 180 365
08:15 AM 0 0 0 181 1 182 2 158 160 342
08:30 AM 0 0 0 184 8 192 4 166 170 362
08:45 AM 0 0 0 177 4 181 3 198 201 382
Total 1 0 1 726 13 739 11 700 711 1451
Grand Total 2 6 8 1488 23 1511 30 1505 1535 3054
Apprch % 25 75 98.5 1.5 2 98
Total % 0.1 0.2 0.3 48.7 0.8 49.5 1 49.3 50.3
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 1 1 185 0 185 2 211 213 399
07:30 AM 0 3 3 201 2 203 1 241 242 448
07:45 AM 1 1 2 219 6 225 12 185 197 424
08:00 AM 1 0 1 184 0 184 2 178 180 365
Total Volume 2 5 7 789 8 797 17 815 832 1636
% App. Total 28.6 71.4 99 1 2 98
PHF .500 .417 .583 .901 .333 .886 .354 .845 .860 .913
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-206
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
5 Left
2 Out In Total
25 7 32
Right
8 Thru
789
Out Total In
817 797 1614
Left
17 Thru
815
Total Out In
794 832 1626
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 1 1 185 0 185 2 211 213
+15 mins. 0 3 3 201 2 203 1 241 242
+30 mins. 1 1 2 219 6 225 12 185 197
+45 mins. 1 0 1 184 0 184 2 178 180
Total Volume 2 5 7 789 8 797 17 815 832
% App. Total 28.6 71.4 99 1 2 98
PHF .500 .417 .583 .901 .333 .886 .354 .845 .860
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-207
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 6 0 6 0 7 7 13
07:15 AM 0 0 0 3 0 3 0 5 5 8
07:30 AM 2 0 2 6 0 6 0 3 3 11
07:45 AM 0 0 0 2 0 2 0 4 4 6
Total 2 0 2 17 0 17 0 19 19 38
08:00 AM 0 0 0 9 0 9 0 3 3 12
08:15 AM 0 0 0 7 0 7 2 5 7 14
08:30 AM 1 0 1 1 0 1 1 8 9 11
08:45 AM 0 0 0 3 0 3 0 2 2 5
Total 1 0 1 20 0 20 3 18 21 42
Grand Total 3 0 3 37 0 37 3 37 40 80
Apprch % 100 0 100 0 7.5 92.5
Total % 3.8 0 3.8 46.2 0 46.2 3.8 46.2 50
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 3 0 3 0 5 5 8
07:30 AM 2 0 2 6 0 6 0 3 3 11
07:45 AM 0 0 0 2 0 2 0 4 4 6
08:00 AM 0 0 0 9 0 9 0 3 3 12
Total Volume 2 0 2 20 0 20 0 15 15 37
% App. Total 100 0 100 0 0 100
PHF .250 .000 .250 .556 .000 .556 .000 .750 .750 .771
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-208
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
0 Left
2 Out In Total
0 2 2
Right
0 Thru
20 Out Total In
17 20 37
Left
0 Thru
15 Total Out In
20 15 35
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 3 0 3 0 5 5
+15 mins. 2 0 2 6 0 6 0 3 3
+30 mins. 0 0 0 2 0 2 0 4 4
+45 mins. 0 0 0 9 0 9 0 3 3
Total Volume 2 0 2 20 0 20 0 15 15
% App. Total 100 0 100 0 0 100
PHF .250 .000 .250 .556 .000 .556 .000 .750 .750
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-209
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 3 0 3 0 0 0 3
07:15 AM 1 0 1 1 0 1 2 1 3 5
07:30 AM 0 1 1 3 0 3 0 4 4 8
07:45 AM 0 1 1 3 0 3 0 3 3 7
Total 1 2 3 10 0 10 2 8 10 23
08:00 AM 1 0 1 4 0 4 0 3 3 8
08:15 AM 0 0 0 3 0 3 0 4 4 7
08:30 AM 0 0 0 0 0 0 1 4 5 5
08:45 AM 0 0 0 5 0 5 1 3 4 9
Total 1 0 1 12 0 12 2 14 16 29
Grand Total 2 2 4 22 0 22 4 22 26 52
Apprch % 50 50 100 0 15.4 84.6
Total % 3.8 3.8 7.7 42.3 0 42.3 7.7 42.3 50
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 0 1 1 0 1 2 1 3 5
07:30 AM 0 1 1 3 0 3 0 4 4 8
07:45 AM 0 1 1 3 0 3 0 3 3 7
08:00 AM 1 0 1 4 0 4 0 3 3 8
Total Volume 2 2 4 11 0 11 2 11 13 28
% App. Total 50 50 100 0 15.4 84.6
PHF .500 .500 1.00 .688 .000 .688 .250 .688 .813 .875
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-210
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
2 Left
2 Out In Total
2 4 6
Right
0 Thru
11 Out Total In
13 11 24
Left
2 Thru
11 Total Out In
13 13 26
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 1 0 1 1 0 1 2 1 3
+15 mins. 0 1 1 3 0 3 0 4 4
+30 mins. 0 1 1 3 0 3 0 3 3
+45 mins. 1 0 1 4 0 4 0 3 3
Total Volume 2 2 4 11 0 11 2 11 13
% App. Total 50 50 100 0 15.4 84.6
PHF .500 .500 1.000 .688 .000 .688 .250 .688 .813
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-211
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 1 1 1 0 1 1 0 1 3
07:15 AM 1 1 2 2 0 2 0 1 1 5
07:30 AM 1 0 1 0 0 0 0 1 1 2
07:45 AM 1 0 1 1 0 1 0 2 2 4
Total 3 2 5 4 0 4 1 4 5 14
08:00 AM 1 0 1 1 0 1 0 2 2 4
08:15 AM 1 1 2 0 0 0 0 1 1 3
08:30 AM 0 1 1 1 0 1 0 1 1 3
08:45 AM 0 1 1 1 0 1 0 0 0 2
Total 2 3 5 3 0 3 0 4 4 12
Grand Total 5 5 10 7 0 7 1 8 9 26
Apprch % 50 50 100 0 11.1 88.9
Total % 19.2 19.2 38.5 26.9 0 26.9 3.8 30.8 34.6
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 1 2 2 0 2 0 1 1 5
07:30 AM 1 0 1 0 0 0 0 1 1 2
07:45 AM 1 0 1 1 0 1 0 2 2 4
08:00 AM 1 0 1 1 0 1 0 2 2 4
Total Volume 4 1 5 4 0 4 0 6 6 15
% App. Total 80 20 100 0 0 100
PHF 1.00 .250 .625 .500 .000 .500 .000 .750 .750 .750
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-212
File Name : 07_PRV_Abbeywood_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
1 Left
4 Out In Total
0 5 5
Right
0 Thru
4 Out Total In
10 4 14
Left
0 Thru
6 Total Out In
5 6 11
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 1 1 2 2 0 2 0 1 1
+15 mins. 1 0 1 0 0 0 0 1 1
+30 mins. 1 0 1 1 0 1 0 2 2
+45 mins. 1 0 1 1 0 1 0 2 2
Total Volume 4 1 5 4 0 4 0 6 6
% App. Total 80 20 100 0 0 100
PHF 1.000 .250 .625 .500 .000 .500 .000 .750 .750
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-213
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 1 2 3 195 2 197 2 304 306 506
04:15 PM 3 0 3 187 3 190 3 342 345 538
04:30 PM 2 4 6 217 2 219 3 348 351 576
04:45 PM 2 3 5 196 2 198 5 325 330 533
Total 8 9 17 795 9 804 13 1319 1332 2153
05:00 PM 2 1 3 215 4 219 9 369 378 600
05:15 PM 1 3 4 248 0 248 5 347 352 604
05:30 PM 4 3 7 224 3 227 1 328 329 563
05:45 PM 3 5 8 204 0 204 2 319 321 533
Total 10 12 22 891 7 898 17 1363 1380 2300
Grand Total 18 21 39 1686 16 1702 30 2682 2712 4453
Apprch % 46.2 53.8 99.1 0.9 1.1 98.9
Total % 0.4 0.5 0.9 37.9 0.4 38.2 0.7 60.2 60.9
Passenger Vehicles 17 17 34 1654 9 1663 16 2651 2667 4364 % Passenger Vehicles 94.4 81 87.2 98.1 56.2 97.7 53.3 98.8 98.3 98 Large 2 Axle Vehicles 0 1 1 24 0 24 4 28 32 57
% Large 2 Axle Vehicles 0 4.8 2.6 1.4 0 1.4 13.3 1 1.2 1.3 3 Axle Vehicles 1 2 3 1 2 3 5 1 6 12
% 3 Axle Vehicles 5.6 9.5 7.7 0.1 12.5 0.2 16.7 0 0.2 0.3 4+ Axle Trucks 0 1 1 7 5 12 5 2 7 20
% 4+ Axle Trucks 0 4.8 2.6 0.4 31.2 0.7 16.7 0.1 0.3 0.4 Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 2 4 6 217 2 219 3 348 351 576
04:45 PM 2 3 5 196 2 198 5 325 330 533
05:00 PM 2 1 3 215 4 219 9 369 378 600
05:15 PM 1 3 4 248 0 248 5 347 352 604
Total Volume 7 11 18 876 8 884 22 1389 1411 2313
% App. Total 38.9 61.1 99.1 0.9 1.6 98.4
PHF .875 .688 .750 .883 .500 .891 .611 .941 .933 .957
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-214
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
11 Left
7 Out In Total
30 18 48
Right
8 Thru
876
Out Total In
1396 884 2280
Left
22 1389
Thru
Total Out In
887 1411 2298
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:30 PM
+0 mins. 2 1 3 215 4 219 3 348 351
+15 mins. 1 3 4 248 0 248 5 325 330
+30 mins. 4 3 7 224 3 227 9 369 378
+45 mins. 3 5 8 204 0 204 5 347 352
Total Volume 10 12 22 891 7 898 22 1389 1411
% App. Total 45.5 54.5 99.2 0.8 1.6 98.4
PHF .625 .600 .688 .898 .438 .905 .611 .941 .933
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-215
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 2 2 192 2 194 0 301 301 497
04:15 PM 3 0 3 184 1 185 2 335 337 525
04:30 PM 2 3 5 214 1 215 2 345 347 567
04:45 PM 2 2 4 192 1 193 3 320 323 520
Total 7 7 14 782 5 787 7 1301 1308 2109
05:00 PM 2 0 2 208 3 211 5 366 371 584
05:15 PM 1 2 3 242 0 242 4 344 348 593
05:30 PM 4 3 7 222 1 223 0 323 323 553
05:45 PM 3 5 8 200 0 200 0 317 317 525
Total 10 10 20 872 4 876 9 1350 1359 2255
Grand Total 17 17 34 1654 9 1663 16 2651 2667 4364
Apprch % 50 50 99.5 0.5 0.6 99.4
Total % 0.4 0.4 0.8 37.9 0.2 38.1 0.4 60.7 61.1
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 2 3 5 214 1 215 2 345 347 567
04:45 PM 2 2 4 192 1 193 3 320 323 520
05:00 PM 2 0 2 208 3 211 5 366 371 584
05:15 PM 1 2 3 242 0 242 4 344 348 593
Total Volume 7 7 14 856 5 861 14 1375 1389 2264
% App. Total 50 50 99.4 0.6 1 99
PHF .875 .583 .700 .884 .417 .889 .700 .939 .936 .954
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-216
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
7 Left
7 Out In Total
19 14 33
Right
5 Thru
856
Out Total In
1382 861 2243
Left
14 1375
Thru
Total Out In
863 1389 2252
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 2 3 5 214 1 215 2 345 347
+15 mins. 2 2 4 192 1 193 3 320 323
+30 mins. 2 0 2 208 3 211 5 366 371
+45 mins. 1 2 3 242 0 242 4 344 348
Total Volume 7 7 14 856 5 861 14 1375 1389
% App. Total 50 50 99.4 0.6 1 99
PHF .875 .583 .700 .884 .417 .889 .700 .939 .936
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-217
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 3 0 3 0 3 3 6
04:15 PM 0 0 0 3 0 3 0 7 7 10
04:30 PM 0 1 1 2 0 2 1 2 3 6
04:45 PM 0 0 0 3 0 3 1 4 5 8
Total 0 1 1 11 0 11 2 16 18 30
05:00 PM 0 0 0 4 0 4 1 3 4 8
05:15 PM 0 0 0 3 0 3 0 3 3 6
05:30 PM 0 0 0 2 0 2 1 5 6 8
05:45 PM 0 0 0 4 0 4 0 1 1 5
Total 0 0 0 13 0 13 2 12 14 27
Grand Total 0 1 1 24 0 24 4 28 32 57
Apprch % 0 100 100 0 12.5 87.5
Total % 0 1.8 1.8 42.1 0 42.1 7 49.1 56.1
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 1 1 2 0 2 1 2 3 6
04:45 PM 0 0 0 3 0 3 1 4 5 8
05:00 PM 0 0 0 4 0 4 1 3 4 8
05:15 PM 0 0 0 3 0 3 0 3 3 6
Total Volume 0 1 1 12 0 12 3 12 15 28
% App. Total 0 100 100 0 20 80
PHF .000 .250 .250 .750 .000 .750 .750 .750 .750 .875
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-218
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
1 Left
0 Out In Total
3 1 4
Right
0 Thru
12 Out Total In
12 12 24
Left
3 Thru
12 Total Out In
13 15 28
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 1 1 2 0 2 1 2 3
+15 mins. 0 0 0 3 0 3 1 4 5
+30 mins. 0 0 0 4 0 4 1 3 4
+45 mins. 0 0 0 3 0 3 0 3 3
Total Volume 0 1 1 12 0 12 3 12 15
% App. Total 0 100 100 0 20 80
PHF .000 .250 .250 .750 .000 .750 .750 .750 .750
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-219
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 1 0 1 0 0 0 1 0 1 2
04:15 PM 0 0 0 0 1 1 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 1 1 1
04:45 PM 0 1 1 0 0 0 0 0 0 1
Total 1 1 2 0 1 1 1 1 2 5
05:00 PM 0 1 1 1 1 2 2 0 2 5
05:15 PM 0 0 0 0 0 0 1 0 1 1
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 1 0 1 1
Total 0 1 1 1 1 2 4 0 4 7
Grand Total 1 2 3 1 2 3 5 1 6 12
Apprch % 33.3 66.7 33.3 66.7 83.3 16.7
Total % 8.3 16.7 25 8.3 16.7 25 41.7 8.3 50
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 1 1 1
04:45 PM 0 1 1 0 0 0 0 0 0 1
05:00 PM 0 1 1 1 1 2 2 0 2 5
05:15 PM 0 0 0 0 0 0 1 0 1 1
Total Volume 0 2 2 1 1 2 3 1 4 8
% App. Total 0 100 50 50 75 25
PHF .000 .500 .500 .250 .250 .250 .375 .250 .500 .400
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-220
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
2 Left
0 Out In Total
4 2 6
Right
1 Thru
1 Out Total In
1 2 3
Left
3 Thru
1 Total Out In
3 4 7
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 1 1
+15 mins. 0 1 1 0 0 0 0 0 0
+30 mins. 0 1 1 1 1 2 2 0 2
+45 mins. 0 0 0 0 0 0 1 0 1
Total Volume 0 2 2 1 1 2 3 1 4
% App. Total 0 100 50 50 75 25
PHF .000 .500 .500 .250 .250 .250 .375 .250 .500
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-221
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 0 1 1
04:15 PM 0 0 0 0 1 1 1 0 1 2
04:30 PM 0 0 0 1 1 2 0 0 0 2
04:45 PM 0 0 0 1 1 2 1 1 2 4
Total 0 0 0 2 3 5 3 1 4 9
05:00 PM 0 0 0 2 0 2 1 0 1 3
05:15 PM 0 1 1 3 0 3 0 0 0 4
05:30 PM 0 0 0 0 2 2 0 0 0 2
05:45 PM 0 0 0 0 0 0 1 1 2 2
Total 0 1 1 5 2 7 2 1 3 11
Grand Total 0 1 1 7 5 12 5 2 7 20
Apprch % 0 100 58.3 41.7 71.4 28.6
Total % 0 5 5 35 25 60 25 10 35
Abbeywood Avenue
Southbound
Beverly Boulevard
Westbound
Beverly Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 1 1 2 0 0 0 2
04:45 PM 0 0 0 1 1 2 1 1 2 4
05:00 PM 0 0 0 2 0 2 1 0 1 3
05:15 PM 0 1 1 3 0 3 0 0 0 4
Total Volume 0 1 1 7 2 9 2 1 3 13
% App. Total 0 100 77.8 22.2 66.7 33.3
PHF .000 .250 .250 .583 .500 .750 .500 .250 .375 .813
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-222
File Name : 07_PRV_Abbeywood_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Abbeywood Avenue
E/W: Beverly Boulevard
Weather: Clear
Abbeywood Avenue
Beverly Boulevard
Beverly Boulevard
Right
1 Left
0 Out In Total
4 1 5
Right
2 Thru
7 Out Total In
1 9 10
Left
2 Thru
1 Total Out In
8 3 11
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 1 1 2 0 0 0
+15 mins. 0 0 0 1 1 2 1 1 2
+30 mins. 0 0 0 2 0 2 1 0 1
+45 mins. 0 1 1 3 0 3 0 0 0
Total Volume 0 1 1 7 2 9 2 1 3
% App. Total 0 100 77.8 22.2 66.7 33.3
PHF .000 .250 .250 .583 .500 .750 .500 .250 .375
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-223
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:00 AM 36 8 31 75 5 143 12 160 2 1 11 14 13 142 4 159 408 07:15 AM 41 13 35 89 8 172 20 200 1 3 7 11 16 176 4 196 496 07:30 AM 48 12 32 92 7 172 24 203 2 5 9 16 12 178 7 197 508 07:45 AM 60 16 31 107 14 185 25 224 0 3 8 11 13 138 0 151 493 Total 185 49 129 363 34 672 81 787 5 12 35 52 54 634 15 703 1905 08:00 AM 34 12 32 78 4 165 30 199 1 6 8 15 9 148 3 160 452 08:15 AM 31 10 20 61 7 155 27 189 2 4 6 12 6 135 2 143 405 08:30 AM 41 5 25 71 11 155 18 184 0 7 15 22 9 137 1 147 424 08:45 AM 43 9 35 87 9 141 30 180 2 2 10 14 9 142 1 152 433 Total 149 36 112 297 31 616 105 752 5 19 39 63 33 562 7 602 1714 Grand Total 334 85 241 660 65 1288 186 1539 10 31 74 115 87 1196 22 1305 3619 Apprch % 50.6 12.9 36.5 4.2 83.7 12.1 8.7 27 64.3 6.7 91.6 1.7 Total % 9.2 2.3 6.7 18.2 1.8 35.6 5.1 42.5 0.3 0.9 2 3.2 2.4 33 0.6 36.1 Passenger Vehicles 309 76 221 606 60 1245 166 1471 7 29 69 105 75 1142 21 1238 3420 % Passenger Vehicles 92.5 89.4 91.7 91.8 92.3 96.7 89.2 95.6 70 93.5 93.2 91.3 86.2 95.5 95.5 94.9 94.5 Large 2 Axle Vehicles 12 6 15 33 1 25 8 34 2 1 3 6 6 31 1 38 111 % Large 2 Axle Vehicles 3.6 7.1 6.2 5 1.5 1.9 4.3 2.2 20 3.2 4.1 5.2 6.9 2.6 4.5 2.9 3.1 3 Axle Vehicles 12 0 5 17 2 11 11 24 0 1 1 2 6 13 0 19 62 % 3 Axle Vehicles 3.6 0 2.1 2.6 3.1 0.9 5.9 1.6 0 3.2 1.4 1.7 6.9 1.1 0 1.5 1.7 4+ Axle Trucks 1 3 0 4 2 7 1 10 1 0 1 2 0 10 0 10 26
% 4+ Axle Trucks 0.3 3.5 0 0.6 3.1 0.5 0.5 0.6 10 0 1.4 1.7 0 0.8 0 0.8 0.7 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:15 AM
07:15 AM 41 13 35 89 8 172 20 200 1 3 7 11 16 176 4 196 496 07:30 AM 48 12 32 92 7 172 24 203 2 5 9 16 12 178 7 197 508 07:45 AM 60 16 31 107 14 185 25 224 0 3 8 11 13 138 0 151 493 08:00 AM 34 12 32 78 4 165 30 199 1 6 8 15 9 148 3 160 452 Total Volume 183 53 130 366 33 694 99 826 4 17 32 53 50 640 14 704 1949 % App. Total 50 14.5 35.5 4 84 12 7.5 32.1 60.4 7.1 90.9 2 PHF .763 .828 .929 .855 .589 .938 .825 .922 .500 .708 .889 .828 .781 .899 .500 .893 .959 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-224
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
130
Thru
53 Left
183
Out In Total
166 366 532
Right
99 Thru
694
Left
33 Out Total In
855 826 1681
Left
4 Thru
17 Right
32 Out In Total
100 53 153
Left
50 Thru
640
Right
14 Total Out In
828 704 1532
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 07:15 AM 08:00 AM 07:15 AM
+0 mins. 41 13 35 89 8 172 20 200 1 6 8 15 16 176 4 196 +15 mins. 48 12 32 92 7 172 24 203 2 4 6 12 12 178 7 197 +30 mins. 60 16 31 107 14 185 25 224 0 7 15 22 13 138 0 151 +45 mins. 34 12 32 78 4 165 30 199 2 2 10 14 9 148 3 160 Total Volume 183 53 130 366 33 694 99 826 5 19 39 63 50 640 14 704 % App. Total 50 14.5 35.5 4 84 12 7.9 30.2 61.9 7.1 90.9 2 PHF .763 .828 .929 .855 .589 .938 .825 .922 .625 .679 .650 .716 .781 .899 .500 .893 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-225
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:00 AM 33 7 26 66 5 138 11 154 2 1 11 14 10 136 4 150 384 07:15 AM 38 10 32 80 8 163 19 190 1 3 7 11 14 168 4 186 467 07:30 AM 46 12 29 87 7 166 21 194 1 4 9 14 11 172 7 190 485 07:45 AM 56 16 29 101 13 182 21 216 0 3 6 9 13 133 0 146 472 Total 173 45 116 334 33 649 72 754 4 11 33 48 48 609 15 672 1808 08:00 AM 31 11 31 73 3 154 27 184 1 6 8 15 8 139 2 149 421 08:15 AM 26 7 19 52 7 150 23 180 1 4 5 10 3 129 2 134 376 08:30 AM 39 5 22 66 11 153 18 182 0 6 14 20 8 127 1 136 404 08:45 AM 40 8 33 81 6 139 26 171 1 2 9 12 8 138 1 147 411 Total 136 31 105 272 27 596 94 717 3 18 36 57 27 533 6 566 1612 Grand Total 309 76 221 606 60 1245 166 1471 7 29 69 105 75 1142 21 1238 3420 Apprch % 51 12.5 36.5 4.1 84.6 11.3 6.7 27.6 65.7 6.1 92.2 1.7 Total % 9 2.2 6.5 17.7 1.8 36.4 4.9 43 0.2 0.8 2 3.1 2.2 33.4 0.6 36.2 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 38 10 32 80 8 163 19 190 1 3 7 11 14 168 4 186 467 07:30 AM 46 12 29 87 7 166 21 194 1 4 9 14 11 172 7 190 485 07:45 AM 56 16 29 101 13 182 21 216 0 3 6 9 13 133 0 146 472 08:00 AM 31 11 31 73 3 154 27 184 1 6 8 15 8 139 2 149 421 Total Volume 171 49 121 341 31 665 88 784 3 16 30 49 46 612 13 671 1845 % App. Total 50.1 14.4 35.5 4 84.8 11.2 6.1 32.7 61.2 6.9 91.2 1.9 PHF .763 .766 .945 .844 .596 .913 .815 .907 .750 .667 .833 .817 .821 .890 .464 .883 .951 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-226
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
121
Thru
49 Left
171
Out In Total
150 341 491
Right
88 Thru
665
Left
31 Out Total In
813 784 1597
Left
3 Thru
16 Right
30 Out In Total
93 49 142
Left
46 Thru
612
Right
13 Total Out In
789 671 1460
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 38 10 32 80 8 163 19 190 1 3 7 11 14 168 4 186 +15 mins. 46 12 29 87 7 166 21 194 1 4 9 14 11 172 7 190 +30 mins. 56 16 29 101 13 182 21 216 0 3 6 9 13 133 0 146 +45 mins. 31 11 31 73 3 154 27 184 1 6 8 15 8 139 2 149 Total Volume 171 49 121 341 31 665 88 784 3 16 30 49 46 612 13 671 % App. Total 50.1 14.4 35.5 4 84.8 11.2 6.1 32.7 61.2 6.9 91.2 1.9 PHF .763 .766 .945 .844 .596 .913 .815 .907 .750 .667 .833 .817 .821 .890 .464 .883 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-227
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:00 AM 2 1 4 7 0 3 1 4 0 0 0 0 1 6 0 7 18
07:15 AM 3 2 3 8 0 3 1 4 0 0 0 0 1 4 0 5 17
07:30 AM 0 0 2 2 0 4 1 5 1 1 0 2 1 2 0 3 12
07:45 AM 1 0 1 2 0 0 2 2 0 0 1 1 0 3 0 3 8
Total 6 3 10 19 0 10 5 15 1 1 1 3 3 15 0 18 55
08:00 AM 1 1 0 2 0 8 2 10 0 0 0 0 0 5 1 6 18
08:15 AM 4 2 1 7 0 4 1 5 1 0 0 1 1 3 0 4 17
08:30 AM 0 0 2 2 0 1 0 1 0 0 1 1 1 6 0 7 11
08:45 AM 1 0 2 3 1 2 0 3 0 0 1 1 1 2 0 3 10
Total 6 3 5 14 1 15 3 19 1 0 2 3 3 16 1 20 56
Grand Total 12 6 15 33 1 25 8 34 2 1 3 6 6 31 1 38 111
Apprch % 36.4 18.2 45.5 2.9 73.5 23.5 33.3 16.7 50 15.8 81.6 2.6 Total % 10.8 5.4 13.5 29.7 0.9 22.5 7.2 30.6 1.8 0.9 2.7 5.4 5.4 27.9 0.9 34.2 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 3 2 3 8 0 3 1 4 0 0 0 0 1 4 0 5 17
07:30 AM 0 0 2 2 0 4 1 5 1 1 0 2 1 2 0 3 12
07:45 AM 1 0 1 2 0 0 2 2 0 0 1 1 0 3 0 3 8
08:00 AM 1 1 0 2 0 8 2 10 0 0 0 0 0 5 1 6 18
Total Volume 5 3 6 14 0 15 6 21 1 1 1 3 2 14 1 17 55
% App. Total 35.7 21.4 42.9 0 71.4 28.6 33.3 33.3 33.3 11.8 82.4 5.9 PHF .417 .375 .500 .438 .000 .469 .750 .525 .250 .250 .250 .375 .500 .700 .250 .708 .764 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-228
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
6 Thru
3 Left
5 Out In Total
9 14 23
Right
6 Thru
15 Left
0 Out Total In
20 21 41
Left
1 Thru
1 Right
1 Out In Total
4 3 7
Left
2 Thru
14 Right
1 Total Out In
22 17 39
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 3 2 3 8 0 3 1 4 0 0 0 0 1 4 0 5
+15 mins. 0 0 2 2 0 4 1 5 1 1 0 2 1 2 0 3
+30 mins. 1 0 1 2 0 0 2 2 0 0 1 1 0 3 0 3
+45 mins. 1 1 0 2 0 8 2 10 0 0 0 0 0 5 1 6
Total Volume 5 3 6 14 0 15 6 21 1 1 1 3 2 14 1 17
% App. Total 35.7 21.4 42.9 0 71.4 28.6 33.3 33.3 33.3 11.8 82.4 5.9 PHF .417 .375 .500 .438 .000 .469 .750 .525 .250 .250 .250 .375 .500 .700 .250 .708 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-229
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:00 AM 0 0 1 1 0 1 0 1 0 0 0 0 2 0 0 2 4
07:15 AM 0 0 0 0 0 3 0 3 0 0 0 0 1 3 0 4 7
07:30 AM 2 0 1 3 0 1 2 3 0 0 0 0 0 2 0 2 8
07:45 AM 3 0 1 4 0 3 2 5 0 0 0 0 0 0 0 0 9
Total 5 0 3 8 0 8 4 12 0 0 0 0 3 5 0 8 28
08:00 AM 2 0 1 3 0 3 1 4 0 0 0 0 1 1 0 2 9
08:15 AM 1 0 0 1 0 0 3 3 0 0 1 1 2 2 0 4 9
08:30 AM 2 0 1 3 0 0 0 0 0 1 0 1 0 3 0 3 7
08:45 AM 2 0 0 2 2 0 3 5 0 0 0 0 0 2 0 2 9
Total 7 0 2 9 2 3 7 12 0 1 1 2 3 8 0 11 34
Grand Total 12 0 5 17 2 11 11 24 0 1 1 2 6 13 0 19 62
Apprch % 70.6 0 29.4 8.3 45.8 45.8 0 50 50 31.6 68.4 0
Total % 19.4 0 8.1 27.4 3.2 17.7 17.7 38.7 0 1.6 1.6 3.2 9.7 21 0 30.6 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 3 0 3 0 0 0 0 1 3 0 4 7
07:30 AM 2 0 1 3 0 1 2 3 0 0 0 0 0 2 0 2 8
07:45 AM 3 0 1 4 0 3 2 5 0 0 0 0 0 0 0 0 9
08:00 AM 2 0 1 3 0 3 1 4 0 0 0 0 1 1 0 2 9
Total Volume 7 0 3 10 0 10 5 15 0 0 0 0 2 6 0 8 33
% App. Total 70 0 30 0 66.7 33.3 0 0 0 25 75 0
PHF .583 .000 .750 .625 .000 .833 .625 .750 .000 .000 .000 .000 .500 .500 .000 .500 .917 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-230
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
3 Thru
0 Left
7 Out In Total
7 10 17
Right
5 Thru
10 Left
0 Out Total In
13 15 28
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
2 Thru
6 Right
0 Total Out In
13 8 21
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 3 0 3 0 0 0 0 1 3 0 4
+15 mins. 2 0 1 3 0 1 2 3 0 0 0 0 0 2 0 2
+30 mins. 3 0 1 4 0 3 2 5 0 0 0 0 0 0 0 0
+45 mins. 2 0 1 3 0 3 1 4 0 0 0 0 1 1 0 2
Total Volume 7 0 3 10 0 10 5 15 0 0 0 0 2 6 0 8
% App. Total 70 0 30 0 66.7 33.3 0 0 0 25 75 0
PHF .583 .000 .750 .625 .000 .833 .625 .750 .000 .000 .000 .000 .500 .500 .000 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-231
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:00 AM 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 2
07:15 AM 0 1 0 1 0 3 0 3 0 0 0 0 0 1 0 1 5
07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
07:45 AM 0 0 0 0 1 0 0 1 0 0 1 1 0 2 0 2 4
Total 1 1 0 2 1 5 0 6 0 0 1 1 0 5 0 5 14
08:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 3 0 3 4
08:15 AM 0 1 0 1 0 1 0 1 0 0 0 0 0 1 0 1 3
08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
08:45 AM 0 1 0 1 0 0 1 1 1 0 0 1 0 0 0 0 3
Total 0 2 0 2 1 2 1 4 1 0 0 1 0 5 0 5 12
Grand Total 1 3 0 4 2 7 1 10 1 0 1 2 0 10 0 10 26
Apprch % 25 75 0 20 70 10 50 0 50 0 100 0
Total % 3.8 11.5 0 15.4 7.7 26.9 3.8 38.5 3.8 0 3.8 7.7 0 38.5 0 38.5 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 1 0 1 0 3 0 3 0 0 0 0 0 1 0 1 5
07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
07:45 AM 0 0 0 0 1 0 0 1 0 0 1 1 0 2 0 2 4
08:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 3 0 3 4
Total Volume 0 1 0 1 2 4 0 6 0 0 1 1 0 8 0 8 16
% App. Total 0 100 0 33.3 66.7 0 0 0 100 0 100 0
PHF .000 .250 .000 .250 .500 .333 .000 .500 .000 .000 .250 .250 .000 .667 .000 .667 .800 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-232
File Name : 08_PRV_San G_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
0 Thru
1 Left
0 Out In Total
0 1 1
Right
0 Thru
4 Left
2 Out Total In
9 6 15
Left
0 Thru
0 Right
1 Out In Total
3 1 4
Left
0 Thru
8 Right
0 Total Out In
4 8 12
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 1 0 1 0 3 0 3 0 0 0 0 0 1 0 1
+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2
+30 mins. 0 0 0 0 1 0 0 1 0 0 1 1 0 2 0 2
+45 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 3 0 3
Total Volume 0 1 0 1 2 4 0 6 0 0 1 1 0 8 0 8
% App. Total 0 100 0 33.3 66.7 0 0 0 100 0 100 0
PHF .000 .250 .000 .250 .500 .333 .000 .500 .000 .000 .250 .250 .000 .667 .000 .667 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-233
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 04:00 PM 33 9 39 81 13 152 28 193 6 18 24 48 17 244 0 261 583 04:15 PM 36 5 36 77 8 165 30 203 1 9 23 33 14 296 1 311 624 04:30 PM 48 17 51 116 4 172 40 216 4 19 24 47 14 291 0 305 684 04:45 PM 42 7 28 77 16 157 37 210 1 18 21 40 23 291 1 315 642 Total 159 38 154 351 41 646 135 822 12 64 92 168 68 1122 2 1192 2533 05:00 PM 32 8 58 98 11 149 40 200 0 16 23 39 17 303 1 321 658 05:15 PM 41 24 56 121 12 206 40 258 0 21 24 45 18 314 1 333 757 05:30 PM 47 13 57 117 8 162 37 207 0 15 24 39 37 259 0 296 659 05:45 PM 34 10 32 76 7 162 48 217 0 9 14 23 20 258 1 279 595 Total 154 55 203 412 38 679 165 882 0 61 85 146 92 1134 3 1229 2669 Grand Total 313 93 357 763 79 1325 300 1704 12 125 177 314 160 2256 5 2421 5202 Apprch % 41 12.2 46.8 4.6 77.8 17.6 3.8 39.8 56.4 6.6 93.2 0.2 Total % 6 1.8 6.9 14.7 1.5 25.5 5.8 32.8 0.2 2.4 3.4 6 3.1 43.4 0.1 46.5 Passenger Vehicles 299 82 349 730 74 1305 293 1672 11 123 175 309 151 2226 4 2381 5092 % Passenger Vehicles 95.5 88.2 97.8 95.7 93.7 98.5 97.7 98.1 91.7 98.4 98.9 98.4 94.4 98.7 80 98.3 97.9 Large 2 Axle Vehicles 9 6 4 19 3 15 4 22 1 1 1 3 7 24 1 32 76 % Large 2 Axle Vehicles 2.9 6.5 1.1 2.5 3.8 1.1 1.3 1.3 8.3 0.8 0.6 1 4.4 1.1 20 1.3 1.5 3 Axle Vehicles 2 1 1 4 0 2 1 3 0 0 1 1 0 3 0 3 11
% 3 Axle Vehicles 0.6 1.1 0.3 0.5 0 0.2 0.3 0.2 0 0 0.6 0.3 0 0.1 0 0.1 0.2 4+ Axle Trucks 3 4 3 10 2 3 2 7 0 1 0 1 2 3 0 5 23
% 4+ Axle Trucks 1 4.3 0.8 1.3 2.5 0.2 0.7 0.4 0 0.8 0 0.3 1.2 0.1 0 0.2 0.4 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 48 17 51 116 4 172 40 216 4 19 24 47 14 291 0 305 684 04:45 PM 42 7 28 77 16 157 37 210 1 18 21 40 23 291 1 315 642 05:00 PM 32 8 58 98 11 149 40 200 0 16 23 39 17 303 1 321 658 05:15 PM 41 24 56 121 12 206 40 258 0 21 24 45 18 314 1 333 757 Total Volume 163 56 193 412 43 684 157 884 5 74 92 171 72 1199 3 1274 2741 % App. Total 39.6 13.6 46.8 4.9 77.4 17.8 2.9 43.3 53.8 5.7 94.1 0.2 PHF .849 .583 .832 .851 .672 .830 .981 .857 .313 .881 .958 .910 .783 .955 .750 .956 .905 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-234
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
193
Thru
56 Left
163
Out In Total
303 412 715
Right
157
Thru
684
Left
43 Out Total In
1454 884 2338
Left
5 Thru
74 Right
92 Out In Total
102 171 273
Left
72 1199
Thru Right
3 Total Out In
882 1274 2156
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 42 7 28 77 4 172 40 216 4 19 24 47 14 291 0 305 +15 mins. 32 8 58 98 16 157 37 210 1 18 21 40 23 291 1 315 +30 mins. 41 24 56 121 11 149 40 200 0 16 23 39 17 303 1 321 +45 mins. 47 13 57 117 12 206 40 258 0 21 24 45 18 314 1 333 Total Volume 162 52 199 413 43 684 157 884 5 74 92 171 72 1199 3 1274 % App. Total 39.2 12.6 48.2 4.9 77.4 17.8 2.9 43.3 53.8 5.7 94.1 0.2 PHF .862 .542 .858 .853 .672 .830 .981 .857 .313 .881 .958 .910 .783 .955 .750 .956 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-235
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 04:00 PM 32 8 39 79 13 150 27 190 6 17 24 47 15 241 0 256 572 04:15 PM 34 4 35 73 6 164 30 200 0 9 23 32 12 290 1 303 608 04:30 PM 47 13 51 111 3 171 39 213 4 19 23 46 13 289 0 302 672 04:45 PM 39 7 27 73 16 152 37 205 1 18 21 40 22 286 0 308 626 Total 152 32 152 336 38 637 133 808 11 63 91 165 62 1106 1 1169 2478 05:00 PM 31 7 56 94 10 146 39 195 0 15 22 37 17 298 1 316 642 05:15 PM 38 20 56 114 11 204 37 252 0 21 24 45 18 311 1 330 741 05:30 PM 46 13 54 113 8 159 37 204 0 15 24 39 34 254 0 288 644 05:45 PM 32 10 31 73 7 159 47 213 0 9 14 23 20 257 1 278 587 Total 147 50 197 394 36 668 160 864 0 60 84 144 89 1120 3 1212 2614 Grand Total 299 82 349 730 74 1305 293 1672 11 123 175 309 151 2226 4 2381 5092 Apprch % 41 11.2 47.8 4.4 78.1 17.5 3.6 39.8 56.6 6.3 93.5 0.2 Total % 5.9 1.6 6.9 14.3 1.5 25.6 5.8 32.8 0.2 2.4 3.4 6.1 3 43.7 0.1 46.8 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 47 13 51 111 3 171 39 213 4 19 23 46 13 289 0 302 672 04:45 PM 39 7 27 73 16 152 37 205 1 18 21 40 22 286 0 308 626 05:00 PM 31 7 56 94 10 146 39 195 0 15 22 37 17 298 1 316 642 05:15 PM 38 20 56 114 11 204 37 252 0 21 24 45 18 311 1 330 741 Total Volume 155 47 190 392 40 673 152 865 5 73 90 168 70 1184 2 1256 2681 % App. Total 39.5 12 48.5 4.6 77.8 17.6 3 43.5 53.6 5.6 94.3 0.2 PHF .824 .588 .848 .860 .625 .825 .974 .858 .313 .869 .938 .913 .795 .952 .500 .952 .905 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-236
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
190
Thru
47 Left
155
Out In Total
295 392 687
Right
152
Thru
673
Left
40 Out Total In
1429 865 2294
Left
5 Thru
73 Right
90 Out In Total
89 168 257
Left
70 1184
Thru Right
2 Total Out In
868 1256 2124
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 47 13 51 111 3 171 39 213 4 19 23 46 13 289 0 302 +15 mins. 39 7 27 73 16 152 37 205 1 18 21 40 22 286 0 308 +30 mins. 31 7 56 94 10 146 39 195 0 15 22 37 17 298 1 316 +45 mins. 38 20 56 114 11 204 37 252 0 21 24 45 18 311 1 330 Total Volume 155 47 190 392 40 673 152 865 5 73 90 168 70 1184 2 1256 % App. Total 39.5 12 48.5 4.6 77.8 17.6 3 43.5 53.6 5.6 94.3 0.2 PHF .824 .588 .848 .860 .625 .825 .974 .858 .313 .869 .938 .913 .795 .952 .500 .952 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-237
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 04:00 PM 1 1 0 2 0 2 1 3 0 1 0 1 2 2 0 4 10
04:15 PM 2 1 1 4 2 1 0 3 1 0 0 1 1 5 0 6 14
04:30 PM 1 1 0 2 1 1 0 2 0 0 1 1 1 1 0 2 7
04:45 PM 1 0 1 2 0 3 0 3 0 0 0 0 1 5 1 7 12
Total 5 3 2 10 3 7 1 11 1 1 1 3 5 13 1 19 43
05:00 PM 1 0 2 3 0 1 0 1 0 0 0 0 0 3 0 3 7
05:15 PM 2 3 0 5 0 1 2 3 0 0 0 0 0 3 0 3 11
05:30 PM 1 0 0 1 0 3 0 3 0 0 0 0 2 4 0 6 10
05:45 PM 0 0 0 0 0 3 1 4 0 0 0 0 0 1 0 1 5
Total 4 3 2 9 0 8 3 11 0 0 0 0 2 11 0 13 33
Grand Total 9 6 4 19 3 15 4 22 1 1 1 3 7 24 1 32 76
Apprch % 47.4 31.6 21.1 13.6 68.2 18.2 33.3 33.3 33.3 21.9 75 3.1 Total % 11.8 7.9 5.3 25 3.9 19.7 5.3 28.9 1.3 1.3 1.3 3.9 9.2 31.6 1.3 42.1 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 1 0 2 1 1 0 2 0 0 1 1 1 1 0 2 7
04:45 PM 1 0 1 2 0 3 0 3 0 0 0 0 1 5 1 7 12
05:00 PM 1 0 2 3 0 1 0 1 0 0 0 0 0 3 0 3 7
05:15 PM 2 3 0 5 0 1 2 3 0 0 0 0 0 3 0 3 11
Total Volume 5 4 3 12 1 6 2 9 0 0 1 1 2 12 1 15 37
% App. Total 41.7 33.3 25 11.1 66.7 22.2 0 0 100 13.3 80 6.7 PHF .625 .333 .375 .600 .250 .500 .250 .750 .000 .000 .250 .250 .500 .600 .250 .536 .771 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-238
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
3 Thru
4 Left
5 Out In Total
4 12 16
Right
2 Thru
6 Left
1 Out Total In
18 9 27
Left
0 Thru
0 Right
1 Out In Total
6 1 7
Left
2 Thru
12 Right
1 Total Out In
9 15 24
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 1 1 0 2 1 1 0 2 0 0 1 1 1 1 0 2
+15 mins. 1 0 1 2 0 3 0 3 0 0 0 0 1 5 1 7
+30 mins. 1 0 2 3 0 1 0 1 0 0 0 0 0 3 0 3
+45 mins. 2 3 0 5 0 1 2 3 0 0 0 0 0 3 0 3
Total Volume 5 4 3 12 1 6 2 9 0 0 1 1 2 12 1 15
% App. Total 41.7 33.3 25 11.1 66.7 22.2 0 0 100 13.3 80 6.7 PHF .625 .333 .375 .600 .250 .500 .250 .750 .000 .000 .250 .250 .500 .600 .250 .536 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-239
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 0 1 0 1 0 1 0 1 0 0 0 0 0 2 0 2 4
05:00 PM 0 0 0 0 0 1 1 2 0 0 1 1 0 1 0 1 4
05:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 2 0 1 3 0 1 1 2 0 0 1 1 0 1 0 1 7
Grand Total 2 1 1 4 0 2 1 3 0 0 1 1 0 3 0 3 11
Apprch % 50 25 25 0 66.7 33.3 0 0 100 0 100 0
Total % 18.2 9.1 9.1 36.4 0 18.2 9.1 27.3 0 0 9.1 9.1 0 27.3 0 27.3 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 1 1 2 0 0 1 1 0 1 0 1 4
05:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total Volume 1 1 0 2 0 2 1 3 0 0 1 1 0 2 0 2 8
% App. Total 50 50 0 0 66.7 33.3 0 0 100 0 100 0
PHF .250 .250 .000 .500 .000 .500 .250 .375 .000 .000 .250 .250 .000 .500 .000 .500 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-240
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
0 Thru
1 Left
1 Out In Total
1 2 3
Right
1 Thru
2 Left
0 Out Total In
4 3 7
Left
0 Thru
0 Right
1 Out In Total
1 1 2
Left
0 Thru
2 Right
0 Total Out In
2 2 4
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1
+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 1 1 2 0 0 1 1 0 1 0 1
+45 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 1 0 2 0 2 1 3 0 0 1 1 0 2 0 2
% App. Total 50 50 0 0 66.7 33.3 0 0 100 0 100 0
PHF .250 .250 .000 .500 .000 .500 .250 .375 .000 .000 .250 .250 .000 .500 .000 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-241
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2
04:30 PM 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
04:45 PM 2 0 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3
Total 2 2 0 4 0 1 1 2 0 0 0 0 1 1 0 2 8
05:00 PM 0 1 0 1 1 1 0 2 0 1 0 1 0 1 0 1 5
05:15 PM 0 1 0 1 1 1 1 3 0 0 0 0 0 0 0 0 4
05:30 PM 0 0 2 2 0 0 0 0 0 0 0 0 1 1 0 2 4
05:45 PM 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 1 2 3 6 2 2 1 5 0 1 0 1 1 2 0 3 15
Grand Total 3 4 3 10 2 3 2 7 0 1 0 1 2 3 0 5 23
Apprch % 30 40 30 28.6 42.9 28.6 0 100 0 40 60 0
Total % 13 17.4 13 43.5 8.7 13 8.7 30.4 0 4.3 0 4.3 8.7 13 0 21.7 San Gabriel River Parkway
Southbound
Beverly Boulevard
Westbound
San Gabriel River Parkway
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
04:45 PM 2 0 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3
05:00 PM 0 1 0 1 1 1 0 2 0 1 0 1 0 1 0 1 5
05:15 PM 0 1 0 1 1 1 1 3 0 0 0 0 0 0 0 0 4
Total Volume 2 4 0 6 2 3 2 7 0 1 0 1 0 1 0 1 15
% App. Total 33.3 66.7 0 28.6 42.9 28.6 0 100 0 0 100 0 PHF .250 .500 .000 .750 .500 .750 .500 .583 .000 .250 .000 .250 .000 .250 .000 .250 .750 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-242
File Name : 08_PRV_San G_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: San Gabriel River Parkway
E/W: Beverly Boulevard
Weather: Clear
San Gabriel River Parkway
Beverly Boulevard
Beverly Boulevard
San Gabriel River Parkway
Right
0 Thru
4 Left
2 Out In Total
3 6 9
Right
2 Thru
3 Left
2 Out Total In
3 7 10
Left
0 Thru
1 Right
0 Out In Total
6 1 7
Left
0 Thru
1 Right
0 Total Out In
3 1 4
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0
+15 mins. 2 0 0 2 0 1 0 1 0 0 0 0 0 0 0 0
+30 mins. 0 1 0 1 1 1 0 2 0 1 0 1 0 1 0 1
+45 mins. 0 1 0 1 1 1 1 3 0 0 0 0 0 0 0 0
Total Volume 2 4 0 6 2 3 2 7 0 1 0 1 0 1 0 1
% App. Total 33.3 66.7 0 28.6 42.9 28.6 0 100 0 0 100 0 PHF .250 .500 .000 .750 .500 .750 .500 .583 .000 .250 .000 .250 .000 .250 .000 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-243
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:00 AM 19 3 4 26 2 161 12 175 4 3 6 13 3 140 1 144 358 07:15 AM 13 2 8 23 6 196 7 209 0 1 9 10 1 157 0 158 400 07:30 AM 19 5 6 30 3 179 11 193 0 1 6 7 2 166 2 170 400 07:45 AM 3 3 9 15 6 213 8 227 0 3 2 5 2 148 3 153 400
Total 54 13 27 94 17 749 38 804 4 8 23 35 8 611 6 625 1558 08:00 AM 15 7 5 27 8 194 8 210 1 3 2 6 5 140 1 146 389
08:15 AM 15 7 3 25 3 164 6 173 3 0 5 8 3 121 2 126 332
08:30 AM 12 5 12 29 6 172 3 181 3 4 5 12 5 122 8 135 357 08:45 AM 15 5 14 34 3 177 6 186 2 8 9 19 9 139 4 152 391 Total 57 24 34 115 20 707 23 750 9 15 21 45 22 522 15 559 1469 Grand Total 111 37 61 209 37 1456 61 1554 13 23 44 80 30 1133 21 1184 3027 Apprch % 53.1 17.7 29.2 2.4 93.7 3.9 16.2 28.8 55 2.5 95.7 1.8 Total % 3.7 1.2 2 6.9 1.2 48.1 2 51.3 0.4 0.8 1.5 2.6 1 37.4 0.7 39.1 Passenger Vehicles 105 34 58 197 34 1388 57 1479 13 19 37 69 28 1079 20 1127 2872 % Passenger Vehicles 94.6 91.9 95.1 94.3 91.9 95.3 93.4 95.2 100 82.6 84.1 86.2 93.3 95.2 95.2 95.2 94.9 Large 2 Axle Vehicles 5 2 3 10 1 45 3 49 0 4 0 4 2 33 1 36 99 % Large 2 Axle Vehicles 4.5 5.4 4.9 4.8 2.7 3.1 4.9 3.2 0 17.4 0 5 6.7 2.9 4.8 3 3.3 3 Axle Vehicles 0 0 0 0 1 14 1 16 0 0 2 2 0 17 0 17 35
% 3 Axle Vehicles 0 0 0 0 2.7 1 1.6 1 0 0 4.5 2.5 0 1.5 0 1.4 1.2 4+ Axle Trucks 1 1 0 2 1 9 0 10 0 0 5 5 0 4 0 4 21
% 4+ Axle Trucks 0.9 2.7 0 1 2.7 0.6 0 0.6 0 0 11.4 6.2 0 0.4 0 0.3 0.7 Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:15 AM
07:15 AM 13 2 8 23 6 196 7 209 0 1 9 10 1 157 0 158 400 07:30 AM 19 5 6 30 3 179 11 193 0 1 6 7 2 166 2 170 400 07:45 AM 3 3 9 15 6 213 8 227 0 3 2 5 2 148 3 153 400
08:00 AM 15 7 5 27 8 194 8 210 1 3 2 6 5 140 1 146 389
Total Volume 50 17 28 95 23 782 34 839 1 8 19 28 10 611 6 627 1589 % App. Total 52.6 17.9 29.5 2.7 93.2 4.1 3.6 28.6 67.9 1.6 97.4 1 PHF .658 .607 .778 .792 .719 .918 .773 .924 .250 .667 .528 .700 .500 .920 .500 .922 .993 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-244
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
28 Thru
17 Left
50 Out In Total
52 95 147
Right
34 Thru
782
Left
23 Out Total In
680 839 1519
Left
1 Thru
8 Right
19 Out In Total
46 28 74
Left
10 Thru
611
Right
6 Total Out In
811 627 1438
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:15 AM 08:00 AM 07:15 AM
+0 mins. 15 7 5 27 6 196 7 209 1 3 2 6 1 157 0 158
+15 mins. 15 7 3 25 3 179 11 193 3 0 5 8 2 166 2 170
+30 mins. 12 5 12 29 6 213 8 227 3 4 5 12 2 148 3 153
+45 mins. 15 5 14 34 8 194 8 210 2 8 9 19 5 140 1 146
Total Volume 57 24 34 115 23 782 34 839 9 15 21 45 10 611 6 627 % App. Total 49.6 20.9 29.6 2.7 93.2 4.1 20 33.3 46.7 1.6 97.4 1 PHF .950 .857 .607 .846 .719 .918 .773 .924 .750 .469 .583 .592 .500 .920 .500 .922 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-245
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:00 AM 19 3 4 26 2 150 11 163 4 2 5 11 3 131 1 135 335 07:15 AM 12 2 8 22 4 186 7 197 0 1 8 9 1 150 0 151 379
07:30 AM 19 5 6 30 2 172 9 183 0 1 5 6 2 159 2 163 382
07:45 AM 2 3 9 14 6 205 8 219 0 2 1 3 2 145 3 150 386
Total 52 13 27 92 14 713 35 762 4 6 19 29 8 585 6 599 1482 08:00 AM 13 6 5 24 8 184 7 199 1 3 1 5 5 132 1 138 366
08:15 AM 15 6 1 22 3 155 6 164 3 0 4 7 3 113 2 118 311
08:30 AM 10 4 12 26 6 166 3 175 3 4 4 11 3 114 7 124 336 08:45 AM 15 5 13 33 3 170 6 179 2 6 9 17 9 135 4 148 377 Total 53 21 31 105 20 675 22 717 9 13 18 40 20 494 14 528 1390 Grand Total 105 34 58 197 34 1388 57 1479 13 19 37 69 28 1079 20 1127 2872 Apprch % 53.3 17.3 29.4 2.3 93.8 3.9 18.8 27.5 53.6 2.5 95.7 1.8 Total % 3.7 1.2 2 6.9 1.2 48.3 2 51.5 0.5 0.7 1.3 2.4 1 37.6 0.7 39.2 Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 12 2 8 22 4 186 7 197 0 1 8 9 1 150 0 151 379
07:30 AM 19 5 6 30 2 172 9 183 0 1 5 6 2 159 2 163 382
07:45 AM 2 3 9 14 6 205 8 219 0 2 1 3 2 145 3 150 386
08:00 AM 13 6 5 24 8 184 7 199 1 3 1 5 5 132 1 138 366
Total Volume 46 16 28 90 20 747 31 798 1 7 15 23 10 586 6 602 1513 % App. Total 51.1 17.8 31.1 2.5 93.6 3.9 4.3 30.4 65.2 1.7 97.3 1 PHF .605 .667 .778 .750 .625 .911 .861 .911 .250 .583 .469 .639 .500 .921 .500 .923 .980 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-246
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
28 Thru
16 Left
46 Out In Total
48 90 138
Right
31 Thru
747
Left
20 Out Total In
647 798 1445
Left
1 Thru
7 Right
15 Out In Total
42 23 65
Left
10 Thru
586
Right
6 Total Out In
776 602 1378
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 12 2 8 22 4 186 7 197 0 1 8 9 1 150 0 151
+15 mins. 19 5 6 30 2 172 9 183 0 1 5 6 2 159 2 163
+30 mins. 2 3 9 14 6 205 8 219 0 2 1 3 2 145 3 150
+45 mins. 13 6 5 24 8 184 7 199 1 3 1 5 5 132 1 138
Total Volume 46 16 28 90 20 747 31 798 1 7 15 23 10 586 6 602 % App. Total 51.1 17.8 31.1 2.5 93.6 3.9 4.3 30.4 65.2 1.7 97.3 1 PHF .605 .667 .778 .750 .625 .911 .861 .911 .250 .583 .469 .639 .500 .921 .500 .923 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-247
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 8 1 9 0 1 0 1 0 7 0 7 17
07:15 AM 1 0 0 1 0 6 0 6 0 0 0 0 0 4 0 4 11
07:30 AM 0 0 0 0 1 4 2 7 0 0 0 0 0 3 0 3 10
07:45 AM 1 0 0 1 0 4 0 4 0 1 0 1 0 3 0 3 9
Total 2 0 0 2 1 22 3 26 0 2 0 2 0 17 0 17 47
08:00 AM 2 0 0 2 0 7 0 7 0 0 0 0 0 4 0 4 13
08:15 AM 0 1 2 3 0 8 0 8 0 0 0 0 0 4 0 4 15
08:30 AM 1 1 0 2 0 3 0 3 0 0 0 0 2 6 1 9 14
08:45 AM 0 0 1 1 0 5 0 5 0 2 0 2 0 2 0 2 10
Total 3 2 3 8 0 23 0 23 0 2 0 2 2 16 1 19 52
Grand Total 5 2 3 10 1 45 3 49 0 4 0 4 2 33 1 36 99
Apprch % 50 20 30 2 91.8 6.1 0 100 0 5.6 91.7 2.8
Total % 5.1 2 3 10.1 1 45.5 3 49.5 0 4 0 4 2 33.3 1 36.4 Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 0 0 1 0 6 0 6 0 0 0 0 0 4 0 4 11
07:30 AM 0 0 0 0 1 4 2 7 0 0 0 0 0 3 0 3 10
07:45 AM 1 0 0 1 0 4 0 4 0 1 0 1 0 3 0 3 9
08:00 AM 2 0 0 2 0 7 0 7 0 0 0 0 0 4 0 4 13
Total Volume 4 0 0 4 1 21 2 24 0 1 0 1 0 14 0 14 43
% App. Total 100 0 0 4.2 87.5 8.3 0 100 0 0 100 0
PHF .500 .000 .000 .500 .250 .750 .250 .857 .000 .250 .000 .250 .000 .875 .000 .875 .827 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-248
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
0 Thru
0 Left
4 Out In Total
3 4 7
Right
2 Thru
21 Left
1 Out Total In
18 24 42
Left
0 Thru
1 Right
0 Out In Total
1 1 2
Left
0 Thru
14 Right
0 Total Out In
21 14 35
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 1 0 0 1 0 6 0 6 0 0 0 0 0 4 0 4
+15 mins. 0 0 0 0 1 4 2 7 0 0 0 0 0 3 0 3
+30 mins. 1 0 0 1 0 4 0 4 0 1 0 1 0 3 0 3
+45 mins. 2 0 0 2 0 7 0 7 0 0 0 0 0 4 0 4
Total Volume 4 0 0 4 1 21 2 24 0 1 0 1 0 14 0 14
% App. Total 100 0 0 4.2 87.5 8.3 0 100 0 0 100 0
PHF .500 .000 .000 .500 .250 .750 .250 .857 .000 .250 .000 .250 .000 .875 .000 .875 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-249
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 2 0 2 0 0 1 1 0 2 0 2 5
07:15 AM 0 0 0 0 1 2 0 3 0 0 0 0 0 3 0 3 6
07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4
07:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 4
Total 0 0 0 0 1 10 0 11 0 0 1 1 0 7 0 7 19
08:00 AM 0 0 0 0 0 3 1 4 0 0 0 0 0 2 0 2 6
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 4
08:30 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 2 0 2 4
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
Total 0 0 0 0 0 4 1 5 0 0 1 1 0 10 0 10 16
Grand Total 0 0 0 0 1 14 1 16 0 0 2 2 0 17 0 17 35
Apprch % 0 0 0 6.2 87.5 6.2 0 0 100 0 100 0
Total % 0 0 0 0 2.9 40 2.9 45.7 0 0 5.7 5.7 0 48.6 0 48.6 Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 1 2 0 3 0 0 0 0 0 3 0 3 6
07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4
07:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 4
08:00 AM 0 0 0 0 0 3 1 4 0 0 0 0 0 2 0 2 6
Total Volume 0 0 0 0 1 11 1 13 0 0 0 0 0 7 0 7 20
% App. Total 0 0 0 7.7 84.6 7.7 0 0 0 0 100 0
PHF .000 .000 .000 .000 .250 .688 .250 .813 .000 .000 .000 .000 .000 .583 .000 .583 .833 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-250
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
1 Thru
11 Left
1 Out Total In
7 13 20
Left
0 Thru
0 Right
0 Out In Total
1 0 1
Left
0 Thru
7 Right
0 Total Out In
11 7 18
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 1 2 0 3 0 0 0 0 0 3 0 3
+15 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2
+30 mins. 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 3 1 4 0 0 0 0 0 2 0 2
Total Volume 0 0 0 0 1 11 1 13 0 0 0 0 0 7 0 7
% App. Total 0 0 0 7.7 84.6 7.7 0 0 0 0 100 0
PHF .000 .000 .000 .000 .250 .688 .250 .813 .000 .000 .000 .000 .000 .583 .000 .583 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-251
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
07:15 AM 0 0 0 0 1 2 0 3 0 0 1 1 0 0 0 0 4
07:30 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 2 0 2 4
07:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total 0 0 0 0 1 4 0 5 0 0 3 3 0 2 0 2 10
08:00 AM 0 1 0 1 0 0 0 0 0 0 1 1 0 2 0 2 4
08:15 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 0 0 0 2
08:30 AM 1 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 3
08:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
Total 1 1 0 2 0 5 0 5 0 0 2 2 0 2 0 2 11
Grand Total 1 1 0 2 1 9 0 10 0 0 5 5 0 4 0 4 21
Apprch % 50 50 0 10 90 0 0 0 100 0 100 0
Total % 4.8 4.8 0 9.5 4.8 42.9 0 47.6 0 0 23.8 23.8 0 19 0 19 Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 1 2 0 3 0 0 1 1 0 0 0 0 4
07:30 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 2 0 2 4
07:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
08:00 AM 0 1 0 1 0 0 0 0 0 0 1 1 0 2 0 2 4
Total Volume 0 1 0 1 1 3 0 4 0 0 4 4 0 4 0 4 13
% App. Total 0 100 0 25 75 0 0 0 100 0 100 0
PHF .000 .250 .000 .250 .250 .375 .000 .333 .000 .000 1.00 1.00 .000 .500 .000 .500 .813 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-252
File Name : 09_PRV_Durfee_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
0 Thru
1 Left
0 Out In Total
0 1 1
Right
0 Thru
3 Left
1 Out Total In
8 4 12
Left
0 Thru
0 Right
4 Out In Total
2 4 6
Left
0 Thru
4 Right
0 Total Out In
3 4 7
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 1 2 0 3 0 0 1 1 0 0 0 0
+15 mins. 0 0 0 0 0 1 0 1 0 0 1 1 0 2 0 2
+30 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0
+45 mins. 0 1 0 1 0 0 0 0 0 0 1 1 0 2 0 2
Total Volume 0 1 0 1 1 3 0 4 0 0 4 4 0 4 0 4
% App. Total 0 100 0 25 75 0 0 0 100 0 100 0
PHF .000 .250 .000 .250 .250 .375 .000 .333 .000 .000 1.000 1.000 .000 .500 .000 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-253
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 04:00 PM 15 6 10 31 11 176 9 196 3 7 7 17 10 258 3 271 515 04:15 PM 15 5 6 26 13 177 8 198 5 11 8 24 9 242 6 257 505 04:30 PM 15 7 5 27 13 196 13 222 3 3 5 11 8 317 8 333 593 04:45 PM 10 5 13 28 10 156 13 179 4 8 6 18 10 287 7 304 529 Total 55 23 34 112 47 705 43 795 15 29 26 70 37 1104 24 1165 2142 05:00 PM 13 7 12 32 8 182 9 199 5 6 11 22 10 291 3 304 557 05:15 PM 12 9 12 33 12 241 13 266 5 11 6 22 10 282 6 298 619 05:30 PM 12 6 8 26 11 221 7 239 3 8 7 18 3 299 7 309 592 05:45 PM 8 5 10 23 4 156 5 165 4 10 6 20 8 245 8 261 469 Total 45 27 42 114 35 800 34 869 17 35 30 82 31 1117 24 1172 2237 Grand Total 100 50 76 226 82 1505 77 1664 32 64 56 152 68 2221 48 2337 4379 Apprch % 44.2 22.1 33.6 4.9 90.4 4.6 21.1 42.1 36.8 2.9 95 2.1 Total % 2.3 1.1 1.7 5.2 1.9 34.4 1.8 38 0.7 1.5 1.3 3.5 1.6 50.7 1.1 53.4 Passenger Vehicles 100 50 76 226 79 1475 77 1631 31 63 55 149 67 2180 47 2294 4300 % Passenger Vehicles 100 100 100 100 96.3 98 100 98 96.9 98.4 98.2 98 98.5 98.2 97.9 98.2 98.2 Large 2 Axle Vehicles 0 0 0 0 2 23 0 25 0 1 1 2 1 34 0 35 62 % Large 2 Axle Vehicles 0 0 0 0 2.4 1.5 0 1.5 0 1.6 1.8 1.3 1.5 1.5 0 1.5 1.4 3 Axle Vehicles 0 0 0 0 0 1 0 1 1 0 0 1 0 2 0 2 4
% 3 Axle Vehicles 0 0 0 0 0 0.1 0 0.1 3.1 0 0 0.7 0 0.1 0 0.1 0.1 4+ Axle Trucks 0 0 0 0 1 6 0 7 0 0 0 0 0 5 1 6 13
% 4+ Axle Trucks 0 0 0 0 1.2 0.4 0 0.4 0 0 0 0 0 0.2 2.1 0.3 0.3 Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 15 7 5 27 13 196 13 222 3 3 5 11 8 317 8 333 593 04:45 PM 10 5 13 28 10 156 13 179 4 8 6 18 10 287 7 304 529 05:00 PM 13 7 12 32 8 182 9 199 5 6 11 22 10 291 3 304 557 05:15 PM 12 9 12 33 12 241 13 266 5 11 6 22 10 282 6 298 619 Total Volume 50 28 42 120 43 775 48 866 17 28 28 73 38 1177 24 1239 2298 % App. Total 41.7 23.3 35 5 89.5 5.5 23.3 38.4 38.4 3.1 95 1.9 PHF .833 .778 .808 .909 .827 .804 .923 .814 .850 .636 .636 .830 .950 .928 .750 .930 .928 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-254
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
42 Thru
28 Left
50 Out In Total
114 120 234
Right
48 Thru
775
Left
43 Out Total In
1255 866 2121
Left
17 Thru
28 Right
28 Out In Total
95 73 168
Left
38 1177
Thru Right
24 Total Out In
834 1239 2073
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:45 PM 05:00 PM 04:30 PM
+0 mins. 15 7 5 27 10 156 13 179 5 6 11 22 8 317 8 333
+15 mins. 10 5 13 28 8 182 9 199 5 11 6 22 10 287 7 304 +30 mins. 13 7 12 32 12 241 13 266 3 8 7 18 10 291 3 304 +45 mins. 12 9 12 33 11 221 7 239 4 10 6 20 10 282 6 298 Total Volume 50 28 42 120 41 800 42 883 17 35 30 82 38 1177 24 1239 % App. Total 41.7 23.3 35 4.6 90.6 4.8 20.7 42.7 36.6 3.1 95 1.9 PHF .833 .778 .808 .909 .854 .830 .808 .830 .850 .795 .682 .932 .950 .928 .750 .930 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-255
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 04:00 PM 15 6 10 31 10 175 9 194 3 7 7 17 10 253 3 266 508 04:15 PM 15 5 6 26 13 173 8 194 5 11 8 24 8 234 6 248 492 04:30 PM 15 7 5 27 13 194 13 220 3 3 5 11 8 313 8 329 587 04:45 PM 10 5 13 28 10 150 13 173 4 8 5 17 10 282 7 299 517 Total 55 23 34 112 46 692 43 781 15 29 25 69 36 1082 24 1142 2104 05:00 PM 13 7 12 32 7 177 9 193 5 5 11 21 10 287 3 300 546 05:15 PM 12 9 12 33 12 236 13 261 4 11 6 21 10 277 6 293 608 05:30 PM 12 6 8 26 11 218 7 236 3 8 7 18 3 289 6 298 578 05:45 PM 8 5 10 23 3 152 5 160 4 10 6 20 8 245 8 261 464 Total 45 27 42 114 33 783 34 850 16 34 30 80 31 1098 23 1152 2196 Grand Total 100 50 76 226 79 1475 77 1631 31 63 55 149 67 2180 47 2294 4300 Apprch % 44.2 22.1 33.6 4.8 90.4 4.7 20.8 42.3 36.9 2.9 95 2 Total % 2.3 1.2 1.8 5.3 1.8 34.3 1.8 37.9 0.7 1.5 1.3 3.5 1.6 50.7 1.1 53.3 Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 15 7 5 27 13 194 13 220 3 3 5 11 8 313 8 329 587 04:45 PM 10 5 13 28 10 150 13 173 4 8 5 17 10 282 7 299 517 05:00 PM 13 7 12 32 7 177 9 193 5 5 11 21 10 287 3 300 546 05:15 PM 12 9 12 33 12 236 13 261 4 11 6 21 10 277 6 293 608 Total Volume 50 28 42 120 42 757 48 847 16 27 27 70 38 1159 24 1221 2258 % App. Total 41.7 23.3 35 5 89.4 5.7 22.9 38.6 38.6 3.1 94.9 2 PHF .833 .778 .808 .909 .808 .802 .923 .811 .800 .614 .614 .833 .950 .926 .750 .928 .928 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-256
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
42 Thru
28 Left
50 Out In Total
113 120 233
Right
48 Thru
757
Left
42 Out Total In
1236 847 2083
Left
16 Thru
27 Right
27 Out In Total
94 70 164
Left
38 1159
Thru Right
24 Total Out In
815 1221 2036
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 15 7 5 27 13 194 13 220 3 3 5 11 8 313 8 329
+15 mins. 10 5 13 28 10 150 13 173 4 8 5 17 10 282 7 299 +30 mins. 13 7 12 32 7 177 9 193 5 5 11 21 10 287 3 300 +45 mins. 12 9 12 33 12 236 13 261 4 11 6 21 10 277 6 293 Total Volume 50 28 42 120 42 757 48 847 16 27 27 70 38 1159 24 1221 % App. Total 41.7 23.3 35 5 89.4 5.7 22.9 38.6 38.6 3.1 94.9 2 PHF .833 .778 .808 .909 .808 .802 .923 .811 .800 .614 .614 .833 .950 .926 .750 .928 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-257
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 1 1 0 2 0 0 0 0 0 5 0 5 7
04:15 PM 0 0 0 0 0 4 0 4 0 0 0 0 1 6 0 7 11
04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5
04:45 PM 0 0 0 0 0 5 0 5 0 0 1 1 0 5 0 5 11
Total 0 0 0 0 1 12 0 13 0 0 1 1 1 19 0 20 34
05:00 PM 0 0 0 0 0 4 0 4 0 1 0 1 0 2 0 2 7
05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 5 0 5 8
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 8 0 8 9
05:45 PM 0 0 0 0 1 3 0 4 0 0 0 0 0 0 0 0 4
Total 0 0 0 0 1 11 0 12 0 1 0 1 0 15 0 15 28
Grand Total 0 0 0 0 2 23 0 25 0 1 1 2 1 34 0 35 62
Apprch % 0 0 0 8 92 0 0 50 50 2.9 97.1 0
Total % 0 0 0 0 3.2 37.1 0 40.3 0 1.6 1.6 3.2 1.6 54.8 0 56.5 Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5
04:45 PM 0 0 0 0 0 5 0 5 0 0 1 1 0 5 0 5 11
05:00 PM 0 0 0 0 0 4 0 4 0 1 0 1 0 2 0 2 7
05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 5 0 5 8
Total Volume 0 0 0 0 0 14 0 14 0 1 1 2 0 15 0 15 31
% App. Total 0 0 0 0 100 0 0 50 50 0 100 0
PHF .000 .000 .000 .000 .000 .700 .000 .700 .000 .250 .250 .500 .000 .750 .000 .750 .705 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-258
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
0 Thru
14 Left
0 Out Total In
16 14 30
Left
0 Thru
1 Right
1 Out In Total
0 2 2
Left
0 Thru
15 Right
0 Total Out In
14 15 29
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3
+15 mins. 0 0 0 0 0 5 0 5 0 0 1 1 0 5 0 5
+30 mins. 0 0 0 0 0 4 0 4 0 1 0 1 0 2 0 2
+45 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 5 0 5
Total Volume 0 0 0 0 0 14 0 14 0 1 1 2 0 15 0 15
% App. Total 0 0 0 0 100 0 0 50 50 0 100 0
PHF .000 .000 .000 .000 .000 .700 .000 .700 .000 .250 .250 .500 .000 .750 .000 .750 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-259
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 1 0 0 1 0 1 0 1 3
Grand Total 0 0 0 0 0 1 0 1 1 0 0 1 0 2 0 2 4
Apprch % 0 0 0 0 100 0 100 0 0 0 100 0
Total % 0 0 0 0 0 25 0 25 25 0 0 25 0 50 0 50
Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
Total Volume 0 0 0 0 0 1 0 1 1 0 0 1 0 2 0 2 4
% App. Total 0 0 0 0 100 0 100 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .250 .000 .000 .250 .000 .500 .000 .500 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-260
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Left
0 Out Total In
2 1 3
Left
1 Thru
0 Right
0 Out In Total
0 1 1
Left
0 Thru
2 Right
0 Total Out In
2 2 4
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1
+45 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 1 0 0 1 0 2 0 2
% App. Total 0 0 0 0 100 0 100 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .250 .000 .000 .250 .000 .500 .000 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-261
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
05:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 2
05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 1 3 5
05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 1 5 0 6 0 0 0 0 0 3 1 4 10
Grand Total 0 0 0 0 1 6 0 7 0 0 0 0 0 5 1 6 13
Apprch % 0 0 0 14.3 85.7 0 0 0 0 0 83.3 16.7
Total % 0 0 0 0 7.7 46.2 0 53.8 0 0 0 0 0 38.5 7.7 46.2 Durfee Avenue
Southbound
Beverly Boulevard
Westbound
Durfee Avenue
Northbound
Beverly Boulevard
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 2
05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
Total Volume 0 0 0 0 1 3 0 4 0 0 0 0 0 1 0 1 5
% App. Total 0 0 0 25 75 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .250 .375 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .625 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-262
File Name : 09_PRV_Durfee_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Durfee Avenue
E/W: Beverly Boulevard
Weather: Clear
Durfee Avenue
Beverly Boulevard
Beverly Boulevard
Durfee Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
3 Left
1 Out Total In
1 4 5
Left
0 Thru
0 Right
0 Out In Total
1 0 1
Left
0 Thru
1 Right
0 Total Out In
3 1 4
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1
+45 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 1 3 0 4 0 0 0 0 0 1 0 1
% App. Total 0 0 0 25 75 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .250 .375 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-263
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 37 89 10 136 18 94 46 158 13 98 10 121 10 82 8 100 515 07:15 AM 42 84 6 132 18 144 46 208 19 96 24 139 14 104 13 131 610 07:30 AM 64 95 7 166 18 124 53 195 17 126 10 153 15 92 15 122 636 07:45 AM 29 91 11 131 31 149 59 239 17 101 15 133 19 108 13 140 643 Total 172 359 34 565 85 511 204 800 66 421 59 546 58 386 49 493 2404 08:00 AM 31 111 13 155 18 106 39 163 18 105 23 146 13 72 17 102 566 08:15 AM 30 100 6 136 20 143 47 210 15 86 8 109 14 93 10 117 572 08:30 AM 42 91 12 145 24 110 33 167 14 85 15 114 17 67 12 96 522 08:45 AM 37 113 13 163 34 137 36 207 23 81 18 122 17 99 21 137 629 Total 140 415 44 599 96 496 155 747 70 357 64 491 61 331 60 452 2289 Grand Total 312 774 78 1164 181 1007 359 1547 136 778 123 1037 119 717 109 945 4693 Apprch % 26.8 66.5 6.7 11.7 65.1 23.2 13.1 75 11.9 12.6 75.9 11.5 Total % 6.6 16.5 1.7 24.8 3.9 21.5 7.6 33 2.9 16.6 2.6 22.1 2.5 15.3 2.3 20.1 Passenger Vehicles 298 735 72 1105 175 950 346 1471 131 716 115 962 106 684 105 895 4433 % Passenger Vehicles 95.5 95 92.3 94.9 96.7 94.3 96.4 95.1 96.3 92 93.5 92.8 89.1 95.4 96.3 94.7 94.5 Large 2 Axle Vehicles 6 31 3 40 1 42 9 52 5 43 5 53 5 23 3 31 176 % Large 2 Axle Vehicles 1.9 4 3.8 3.4 0.6 4.2 2.5 3.4 3.7 5.5 4.1 5.1 4.2 3.2 2.8 3.3 3.8 3 Axle Vehicles 6 1 2 9 2 13 1 16 0 9 2 11 4 7 0 11 47
% 3 Axle Vehicles 1.9 0.1 2.6 0.8 1.1 1.3 0.3 1 0 1.2 1.6 1.1 3.4 1 0 1.2 1 4+ Axle Trucks 2 7 1 10 3 2 3 8 0 10 1 11 4 3 1 8 37
% 4+ Axle Trucks 0.6 0.9 1.3 0.9 1.7 0.2 0.8 0.5 0 1.3 0.8 1.1 3.4 0.4 0.9 0.8 0.8 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:15 AM
07:15 AM 42 84 6 132 18 144 46 208 19 96 24 139 14 104 13 131 610 07:30 AM 64 95 7 166 18 124 53 195 17 126 10 153 15 92 15 122 636 07:45 AM 29 91 11 131 31 149 59 239 17 101 15 133 19 108 13 140 643 08:00 AM 31 111 13 155 18 106 39 163 18 105 23 146 13 72 17 102 566 Total Volume 166 381 37 584 85 523 197 805 71 428 72 571 61 376 58 495 2455 % App. Total 28.4 65.2 6.3 10.6 65 24.5 12.4 75 12.6 12.3 76 11.7 PHF .648 .858 .712 .880 .685 .878 .835 .842 .934 .849 .750 .933 .803 .870 .853 .884 .955 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-264
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
37 Thru
381
Left
166
Out In Total
686 584 1270
Right
197
Thru
523
Left
85 Out Total In
614 805 1419
Left
71 Thru
428
Right
72 Out In Total
524 571 1095
Left
61 Thru
376
Right
58 Total Out In
631 495 1126
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:30 AM 07:15 AM 07:15 AM
+0 mins. 31 111 13 155 18 124 53 195 19 96 24 139 14 104 13 131 +15 mins. 30 100 6 136 31 149 59 239 17 126 10 153 15 92 15 122 +30 mins. 42 91 12 145 18 106 39 163 17 101 15 133 19 108 13 140 +45 mins. 37 113 13 163 20 143 47 210 18 105 23 146 13 72 17 102 Total Volume 140 415 44 599 87 522 198 807 71 428 72 571 61 376 58 495 % App. Total 23.4 69.3 7.3 10.8 64.7 24.5 12.4 75 12.6 12.3 76 11.7 PHF .833 .918 .846 .919 .702 .876 .839 .844 .934 .849 .750 .933 .803 .870 .853 .884 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-265
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 35 84 9 128 18 87 43 148 13 86 9 108 8 77 7 92 476 07:15 AM 39 78 6 123 16 135 45 196 19 87 20 126 12 103 13 128 573 07:30 AM 61 92 6 159 17 119 53 189 16 117 9 142 13 89 15 117 607 07:45 AM 28 87 10 125 31 142 55 228 17 97 15 129 17 104 12 133 615 Total 163 341 31 535 82 483 196 761 65 387 53 505 50 373 47 470 2271 08:00 AM 30 105 13 148 17 100 38 155 16 95 23 134 11 68 15 94 531 08:15 AM 28 95 6 129 19 131 47 197 14 79 8 101 12 85 10 107 534 08:30 AM 40 87 9 136 23 106 32 161 14 78 14 106 17 63 12 92 495 08:45 AM 37 107 13 157 34 130 33 197 22 77 17 116 16 95 21 132 602 Total 135 394 41 570 93 467 150 710 66 329 62 457 56 311 58 425 2162 Grand Total 298 735 72 1105 175 950 346 1471 131 716 115 962 106 684 105 895 4433 Apprch % 27 66.5 6.5 11.9 64.6 23.5 13.6 74.4 12 11.8 76.4 11.7 Total % 6.7 16.6 1.6 24.9 3.9 21.4 7.8 33.2 3 16.2 2.6 21.7 2.4 15.4 2.4 20.2 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 39 78 6 123 16 135 45 196 19 87 20 126 12 103 13 128 573 07:30 AM 61 92 6 159 17 119 53 189 16 117 9 142 13 89 15 117 607 07:45 AM 28 87 10 125 31 142 55 228 17 97 15 129 17 104 12 133 615 08:00 AM 30 105 13 148 17 100 38 155 16 95 23 134 11 68 15 94 531 Total Volume 158 362 35 555 81 496 191 768 68 396 67 531 53 364 55 472 2326 % App. Total 28.5 65.2 6.3 10.5 64.6 24.9 12.8 74.6 12.6 11.2 77.1 11.7 PHF .648 .862 .673 .873 .653 .873 .868 .842 .895 .846 .728 .935 .779 .875 .917 .887 .946 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-266
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
35 Thru
362
Left
158
Out In Total
640 555 1195
Right
191
Thru
496
Left
81 Out Total In
589 768 1357
Left
68 Thru
396
Right
67 Out In Total
498 531 1029
Left
53 Thru
364
Right
55 Total Out In
599 472 1071
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 39 78 6 123 16 135 45 196 19 87 20 126 12 103 13 128 +15 mins. 61 92 6 159 17 119 53 189 16 117 9 142 13 89 15 117 +30 mins. 28 87 10 125 31 142 55 228 17 97 15 129 17 104 12 133 +45 mins. 30 105 13 148 17 100 38 155 16 95 23 134 11 68 15 94 Total Volume 158 362 35 555 81 496 191 768 68 396 67 531 53 364 55 472 % App. Total 28.5 65.2 6.3 10.5 64.6 24.9 12.8 74.6 12.6 11.2 77.1 11.7 PHF .648 .862 .673 .873 .653 .873 .868 .842 .895 .846 .728 .935 .779 .875 .917 .887 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-267
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 2 5 0 7 0 5 2 7 0 8 1 9 0 4 1 5 28
07:15 AM 2 5 0 7 1 7 0 8 0 5 2 7 0 1 0 1 23
07:30 AM 1 3 0 4 0 3 0 3 1 7 1 9 1 2 0 3 19
07:45 AM 1 3 1 5 0 3 4 7 0 3 0 3 2 4 1 7 22
Total 6 16 1 23 1 18 6 25 1 23 4 28 3 11 2 16 92
08:00 AM 0 4 0 4 0 4 1 5 2 6 0 8 2 1 1 4 21
08:15 AM 0 3 0 3 0 12 0 12 1 6 0 7 0 5 0 5 27
08:30 AM 0 2 2 4 0 3 0 3 0 5 0 5 0 4 0 4 16
08:45 AM 0 6 0 6 0 5 2 7 1 3 1 5 0 2 0 2 20
Total 0 15 2 17 0 24 3 27 4 20 1 25 2 12 1 15 84
Grand Total 6 31 3 40 1 42 9 52 5 43 5 53 5 23 3 31 176 Apprch % 15 77.5 7.5 1.9 80.8 17.3 9.4 81.1 9.4 16.1 74.2 9.7 Total % 3.4 17.6 1.7 22.7 0.6 23.9 5.1 29.5 2.8 24.4 2.8 30.1 2.8 13.1 1.7 17.6 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 2 5 0 7 1 7 0 8 0 5 2 7 0 1 0 1 23
07:30 AM 1 3 0 4 0 3 0 3 1 7 1 9 1 2 0 3 19
07:45 AM 1 3 1 5 0 3 4 7 0 3 0 3 2 4 1 7 22
08:00 AM 0 4 0 4 0 4 1 5 2 6 0 8 2 1 1 4 21
Total Volume 4 15 1 20 1 17 5 23 3 21 3 27 5 8 2 15 85
% App. Total 20 75 5 4.3 73.9 21.7 11.1 77.8 11.1 33.3 53.3 13.3 PHF .500 .750 .250 .714 .250 .607 .313 .719 .375 .750 .375 .750 .625 .500 .500 .536 .924 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-268
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
1 Thru
15 Left
4 Out In Total
31 20 51
Right
5 Thru
17 Left
1 Out Total In
15 23 38
Left
3 Thru
21 Right
3 Out In Total
18 27 45
Left
5 Thru
8 Right
2 Total Out In
21 15 36
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 2 5 0 7 1 7 0 8 0 5 2 7 0 1 0 1
+15 mins. 1 3 0 4 0 3 0 3 1 7 1 9 1 2 0 3
+30 mins. 1 3 1 5 0 3 4 7 0 3 0 3 2 4 1 7
+45 mins. 0 4 0 4 0 4 1 5 2 6 0 8 2 1 1 4
Total Volume 4 15 1 20 1 17 5 23 3 21 3 27 5 8 2 15
% App. Total 20 75 5 4.3 73.9 21.7 11.1 77.8 11.1 33.3 53.3 13.3 PHF .500 .750 .250 .714 .250 .607 .313 .719 .375 .750 .375 .750 .625 .500 .500 .536 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-269
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 0 0 1 1 0 2 0 2 0 2 0 2 0 1 0 1 6
07:15 AM 1 0 0 1 0 2 1 3 0 2 2 4 2 0 0 2 10
07:30 AM 0 0 0 0 1 1 0 2 0 1 0 1 1 1 0 2 5
07:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 4
Total 1 0 1 2 1 9 1 11 0 5 2 7 3 2 0 5 25
08:00 AM 1 1 0 2 1 2 0 3 0 1 0 1 0 1 0 1 7
08:15 AM 2 0 0 2 0 0 0 0 0 1 0 1 1 3 0 4 7
08:30 AM 2 0 1 3 0 1 0 1 0 2 0 2 0 0 0 0 6
08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
Total 5 1 1 7 1 4 0 5 0 4 0 4 1 5 0 6 22
Grand Total 6 1 2 9 2 13 1 16 0 9 2 11 4 7 0 11 47
Apprch % 66.7 11.1 22.2 12.5 81.2 6.2 0 81.8 18.2 36.4 63.6 0 Total % 12.8 2.1 4.3 19.1 4.3 27.7 2.1 34 0 19.1 4.3 23.4 8.5 14.9 0 23.4 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 0 0 1 0 2 1 3 0 2 2 4 2 0 0 2 10
07:30 AM 0 0 0 0 1 1 0 2 0 1 0 1 1 1 0 2 5
07:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 4
08:00 AM 1 1 0 2 1 2 0 3 0 1 0 1 0 1 0 1 7
Total Volume 2 1 0 3 2 9 1 12 0 4 2 6 3 2 0 5 26
% App. Total 66.7 33.3 0 16.7 75 8.3 0 66.7 33.3 60 40 0 PHF .500 .250 .000 .375 .500 .563 .250 .750 .000 .500 .250 .375 .375 .500 .000 .625 .650 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-270
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
0 Thru
1 Left
2 Out In Total
8 3 11
Right
1 Thru
9 Left
2 Out Total In
6 12 18
Left
0 Thru
4 Right
2 Out In Total
3 6 9
Left
3 Thru
2 Right
0 Total Out In
9 5 14
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 1 0 0 1 0 2 1 3 0 2 2 4 2 0 0 2
+15 mins. 0 0 0 0 1 1 0 2 0 1 0 1 1 1 0 2
+30 mins. 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0
+45 mins. 1 1 0 2 1 2 0 3 0 1 0 1 0 1 0 1
Total Volume 2 1 0 3 2 9 1 12 0 4 2 6 3 2 0 5
% App. Total 66.7 33.3 0 16.7 75 8.3 0 66.7 33.3 60 40 0 PHF .500 .250 .000 .375 .500 .563 .250 .750 .000 .500 .250 .375 .375 .500 .000 .625 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-271
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:00 AM 0 0 0 0 0 0 1 1 0 2 0 2 2 0 0 2 5
07:15 AM 0 1 0 1 1 0 0 1 0 2 0 2 0 0 0 0 4
07:30 AM 2 0 1 3 0 1 0 1 0 1 0 1 0 0 0 0 5
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 2 2 1 5 1 1 1 3 0 6 0 6 2 0 0 2 16
08:00 AM 0 1 0 1 0 0 0 0 0 3 0 3 0 2 1 3 7
08:15 AM 0 2 0 2 1 0 0 1 0 0 0 0 1 0 0 1 4
08:30 AM 0 2 0 2 1 0 1 2 0 0 1 1 0 0 0 0 5
08:45 AM 0 0 0 0 0 1 1 2 0 1 0 1 1 1 0 2 5
Total 0 5 0 5 2 1 2 5 0 4 1 5 2 3 1 6 21
Grand Total 2 7 1 10 3 2 3 8 0 10 1 11 4 3 1 8 37
Apprch % 20 70 10 37.5 25 37.5 0 90.9 9.1 50 37.5 12.5
Total % 5.4 18.9 2.7 27 8.1 5.4 8.1 21.6 0 27 2.7 29.7 10.8 8.1 2.7 21.6 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 1 0 1 1 0 0 1 0 2 0 2 0 0 0 0 4
07:30 AM 2 0 1 3 0 1 0 1 0 1 0 1 0 0 0 0 5
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:00 AM 0 1 0 1 0 0 0 0 0 3 0 3 0 2 1 3 7
Total Volume 2 3 1 6 1 1 0 2 0 7 0 7 0 2 1 3 18
% App. Total 33.3 50 16.7 50 50 0 0 100 0 0 66.7 33.3
PHF .250 .750 .250 .500 .250 .250 .000 .500 .000 .583 .000 .583 .000 .250 .250 .250 .643 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-272
File Name : 10_PRV_Rosemead_Beverly AM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
1 Thru
3 Left
2 Out In Total
7 6 13
Right
0 Thru
1 Left
1 Out Total In
4 2 6
Left
0 Thru
7 Right
0 Out In Total
5 7 12
Left
0 Thru
2 Right
1 Total Out In
2 3 5
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 1 0 1 1 0 0 1 0 2 0 2 0 0 0 0
+15 mins. 2 0 1 3 0 1 0 1 0 1 0 1 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 1 0 1 0 0 0 0 0 3 0 3 0 2 1 3
Total Volume 2 3 1 6 1 1 0 2 0 7 0 7 0 2 1 3
% App. Total 33.3 50 16.7 50 50 0 0 100 0 0 66.7 33.3
PHF .250 .750 .250 .500 .250 .250 .000 .500 .000 .583 .000 .583 .000 .250 .250 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-273
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 65 162 10 237 35 99 48 182 27 135 48 210 23 169 30 222 851 04:15 PM 67 124 16 207 29 124 43 196 31 126 48 205 21 172 37 230 838 04:30 PM 78 133 18 229 35 118 51 204 33 134 49 216 28 206 36 270 919 04:45 PM 60 166 11 237 34 111 35 180 16 158 43 217 27 239 25 291 925 Total 270 585 55 910 133 452 177 762 107 553 188 848 99 786 128 1013 3533 05:00 PM 103 156 15 274 38 120 35 193 18 150 37 205 28 168 26 222 894 05:15 PM 70 191 13 274 54 138 58 250 38 156 40 234 30 187 30 247 1005 05:30 PM 83 157 20 260 36 149 52 237 39 132 40 211 21 210 35 266 974 05:45 PM 71 153 13 237 32 110 31 173 15 134 43 192 17 177 27 221 823 Total 327 657 61 1045 160 517 176 853 110 572 160 842 96 742 118 956 3696 Grand Total 597 1242 116 1955 293 969 353 1615 217 1125 348 1690 195 1528 246 1969 7229 Apprch % 30.5 63.5 5.9 18.1 60 21.9 12.8 66.6 20.6 9.9 77.6 12.5 Total % 8.3 17.2 1.6 27 4.1 13.4 4.9 22.3 3 15.6 4.8 23.4 2.7 21.1 3.4 27.2 Passenger Vehicles 588 1199 105 1892 289 945 346 1580 215 1092 338 1645 184 1496 244 1924 7041 % Passenger Vehicles 98.5 96.5 90.5 96.8 98.6 97.5 98 97.8 99.1 97.1 97.1 97.3 94.4 97.9 99.2 97.7 97.4 Large 2 Axle Vehicles 7 27 3 37 2 21 3 26 2 26 5 33 3 29 1 33 129 % Large 2 Axle Vehicles 1.2 2.2 2.6 1.9 0.7 2.2 0.8 1.6 0.9 2.3 1.4 2 1.5 1.9 0.4 1.7 1.8 3 Axle Vehicles 1 9 2 12 0 1 1 2 0 1 1 2 4 2 1 7 23
% 3 Axle Vehicles 0.2 0.7 1.7 0.6 0 0.1 0.3 0.1 0 0.1 0.3 0.1 2.1 0.1 0.4 0.4 0.3 4+ Axle Trucks 1 7 6 14 2 2 3 7 0 6 4 10 4 1 0 5 36
% 4+ Axle Trucks 0.2 0.6 5.2 0.7 0.7 0.2 0.8 0.4 0 0.5 1.1 0.6 2.1 0.1 0 0.3 0.5 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 60 166 11 237 34 111 35 180 16 158 43 217 27 239 25 291 925 05:00 PM 103 156 15 274 38 120 35 193 18 150 37 205 28 168 26 222 894 05:15 PM 70 191 13 274 54 138 58 250 38 156 40 234 30 187 30 247 1005 05:30 PM 83 157 20 260 36 149 52 237 39 132 40 211 21 210 35 266 974 Total Volume 316 670 59 1045 162 518 180 860 111 596 160 867 106 804 116 1026 3798 % App. Total 30.2 64.1 5.6 18.8 60.2 20.9 12.8 68.7 18.5 10.3 78.4 11.3 PHF .767 .877 .738 .953 .750 .869 .776 .860 .712 .943 .930 .926 .883 .841 .829 .881 .945 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-274
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
59 Thru
670
Left
316
Out In Total
882 1045 1927
Right
180
Thru
518
Left
162
Out Total In
1280 860 2140
Left
111
Thru
596
Right
160
Out In Total
948 867 1815
Left
106
Thru
804
Right
116
Total Out In
688 1026 1714
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:30 PM 04:30 PM
+0 mins. 60 166 11 237 34 111 35 180 33 134 49 216 28 206 36 270 +15 mins. 103 156 15 274 38 120 35 193 16 158 43 217 27 239 25 291 +30 mins. 70 191 13 274 54 138 58 250 18 150 37 205 28 168 26 222 +45 mins. 83 157 20 260 36 149 52 237 38 156 40 234 30 187 30 247 Total Volume 316 670 59 1045 162 518 180 860 105 598 169 872 113 800 117 1030 % App. Total 30.2 64.1 5.6 18.8 60.2 20.9 12 68.6 19.4 11 77.7 11.4 PHF .767 .877 .738 .953 .750 .869 .776 .860 .691 .946 .862 .932 .942 .837 .813 .885 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-275
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 63 148 9 220 35 97 47 179 26 130 48 204 21 165 30 216 819 04:15 PM 64 121 15 200 29 122 42 193 31 125 46 202 21 165 36 222 817 04:30 PM 77 122 15 214 35 116 51 202 33 127 48 208 26 203 36 265 889 04:45 PM 59 165 9 233 34 108 33 175 16 154 42 212 26 233 24 283 903 Total 263 556 48 867 133 443 173 749 106 536 184 826 94 766 126 986 3428 05:00 PM 103 153 13 269 37 116 34 187 18 146 35 199 27 165 26 218 873 05:15 PM 70 187 12 269 52 136 57 245 37 153 40 230 26 183 30 239 983 05:30 PM 81 155 20 256 35 144 51 230 39 127 36 202 20 206 35 261 949 05:45 PM 71 148 12 231 32 106 31 169 15 130 43 188 17 176 27 220 808 Total 325 643 57 1025 156 502 173 831 109 556 154 819 90 730 118 938 3613 Grand Total 588 1199 105 1892 289 945 346 1580 215 1092 338 1645 184 1496 244 1924 7041 Apprch % 31.1 63.4 5.5 18.3 59.8 21.9 13.1 66.4 20.5 9.6 77.8 12.7 Total % 8.4 17 1.5 26.9 4.1 13.4 4.9 22.4 3.1 15.5 4.8 23.4 2.6 21.2 3.5 27.3 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 59 165 9 233 34 108 33 175 16 154 42 212 26 233 24 283 903 05:00 PM 103 153 13 269 37 116 34 187 18 146 35 199 27 165 26 218 873 05:15 PM 70 187 12 269 52 136 57 245 37 153 40 230 26 183 30 239 983 05:30 PM 81 155 20 256 35 144 51 230 39 127 36 202 20 206 35 261 949 Total Volume 313 660 54 1027 158 504 175 837 110 580 153 843 99 787 115 1001 3708 % App. Total 30.5 64.3 5.3 18.9 60.2 20.9 13 68.8 18.1 9.9 78.6 11.5 PHF .760 .882 .675 .954 .760 .875 .768 .854 .705 .942 .911 .916 .917 .844 .821 .884 .943 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-276
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
54 Thru
660
Left
313
Out In Total
854 1027 1881
Right
175
Thru
504
Left
158
Out Total In
1253 837 2090
Left
110
Thru
580
Right
153
Out In Total
933 843 1776
Left
99 Thru
787
Right
115
Total Out In
668 1001 1669
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 59 165 9 233 34 108 33 175 16 154 42 212 26 233 24 283 +15 mins. 103 153 13 269 37 116 34 187 18 146 35 199 27 165 26 218 +30 mins. 70 187 12 269 52 136 57 245 37 153 40 230 26 183 30 239 +45 mins. 81 155 20 256 35 144 51 230 39 127 36 202 20 206 35 261 Total Volume 313 660 54 1027 158 504 175 837 110 580 153 843 99 787 115 1001 % App. Total 30.5 64.3 5.3 18.9 60.2 20.9 13 68.8 18.1 9.9 78.6 11.5 PHF .760 .882 .675 .954 .760 .875 .768 .854 .705 .942 .911 .916 .917 .844 .821 .884 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-277
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 2 9 0 11 0 2 1 3 1 5 0 6 1 3 0 4 24
04:15 PM 3 3 0 6 0 2 0 2 0 1 1 2 0 6 1 7 17
04:30 PM 0 8 2 10 0 2 0 2 0 6 1 7 1 3 0 4 23
04:45 PM 1 0 0 1 0 3 1 4 0 3 0 3 0 6 0 6 14
Total 6 20 2 28 0 9 2 11 1 15 2 18 2 18 1 21 78
05:00 PM 0 2 0 2 1 4 0 5 0 3 1 4 1 3 0 4 15
05:15 PM 0 2 1 3 1 2 0 3 1 2 0 3 0 4 0 4 13
05:30 PM 1 1 0 2 0 2 1 3 0 4 2 6 0 4 0 4 15
05:45 PM 0 2 0 2 0 4 0 4 0 2 0 2 0 0 0 0 8
Total 1 7 1 9 2 12 1 15 1 11 3 15 1 11 0 12 51
Grand Total 7 27 3 37 2 21 3 26 2 26 5 33 3 29 1 33 129 Apprch % 18.9 73 8.1 7.7 80.8 11.5 6.1 78.8 15.2 9.1 87.9 3 Total % 5.4 20.9 2.3 28.7 1.6 16.3 2.3 20.2 1.6 20.2 3.9 25.6 2.3 22.5 0.8 25.6 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 1 0 0 1 0 3 1 4 0 3 0 3 0 6 0 6 14
05:00 PM 0 2 0 2 1 4 0 5 0 3 1 4 1 3 0 4 15
05:15 PM 0 2 1 3 1 2 0 3 1 2 0 3 0 4 0 4 13
05:30 PM 1 1 0 2 0 2 1 3 0 4 2 6 0 4 0 4 15
Total Volume 2 5 1 8 2 11 2 15 1 12 3 16 1 17 0 18 57
% App. Total 25 62.5 12.5 13.3 73.3 13.3 6.2 75 18.8 5.6 94.4 0 PHF .500 .625 .250 .667 .500 .688 .500 .750 .250 .750 .375 .667 .250 .708 .000 .750 .950 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-278
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
1 Thru
5 Left
2 Out In Total
15 8 23
Right
2 Thru
11 Left
2 Out Total In
22 15 37
Left
1 Thru
12 Right
3 Out In Total
7 16 23
Left
1 Thru
17 Right
0 Total Out In
13 18 31
Peak Hour Begins at 04:45 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 1 0 0 1 0 3 1 4 0 3 0 3 0 6 0 6
+15 mins. 0 2 0 2 1 4 0 5 0 3 1 4 1 3 0 4
+30 mins. 0 2 1 3 1 2 0 3 1 2 0 3 0 4 0 4
+45 mins. 1 1 0 2 0 2 1 3 0 4 2 6 0 4 0 4
Total Volume 2 5 1 8 2 11 2 15 1 12 3 16 1 17 0 18
% App. Total 25 62.5 12.5 13.3 73.3 13.3 6.2 75 18.8 5.6 94.4 0 PHF .500 .625 .250 .667 .500 .688 .500 .750 .250 .750 .375 .667 .250 .708 .000 .750 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-279
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 0 4 1 5 0 0 0 0 0 0 0 0 1 1 0 2 7
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 1 1 1 3 0 0 0 0 0 0 0 0 0 0 0 0 3
04:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 1 0 1 2 3
Total 1 5 2 8 0 0 0 0 0 0 1 1 2 1 1 4 13
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:15 PM 0 1 0 1 0 0 1 1 0 0 0 0 2 0 0 2 4
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:45 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3
Total 0 4 0 4 0 1 1 2 0 1 0 1 2 1 0 3 10
Grand Total 1 9 2 12 0 1 1 2 0 1 1 2 4 2 1 7 23
Apprch % 8.3 75 16.7 0 50 50 0 50 50 57.1 28.6 14.3
Total % 4.3 39.1 8.7 52.2 0 4.3 4.3 8.7 0 4.3 4.3 8.7 17.4 8.7 4.3 30.4 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 1 0 1 2 3
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:15 PM 0 1 0 1 0 0 1 1 0 0 0 0 2 0 0 2 4
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total Volume 0 2 0 2 0 1 1 2 0 1 1 2 3 0 1 4 10
% App. Total 0 100 0 0 50 50 0 50 50 75 0 25
PHF .000 .500 .000 .500 .000 .250 .250 .500 .000 .250 .250 .500 .375 .000 .250 .500 .625 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-280
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
0 Thru
2 Left
0 Out In Total
5 2 7
Right
1 Thru
1 Left
0 Out Total In
1 2 3
Left
0 Thru
1 Right
1 Out In Total
3 2 5
Left
3 Thru
0 Right
1 Total Out In
1 4 5
Peak Hour Begins at 04:45 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 1 1 1 0 1 2
+15 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 1 0 1 0 0 1 1 0 0 0 0 2 0 0 2
+45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 0 1 1 2 0 1 1 2 3 0 1 4
% App. Total 0 100 0 0 50 50 0 50 50 75 0 25
PHF .000 .500 .000 .500 .000 .250 .250 .500 .000 .250 .250 .500 .375 .000 .250 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-281
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 1
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 1 1 0 0 1 1 0 0 1 1 0 1 0 1 4
04:30 PM 0 2 0 2 0 0 0 0 0 1 0 1 1 0 0 1 4
04:45 PM 0 1 2 3 0 0 1 1 0 1 0 1 0 0 0 0 5
Total 0 4 3 7 0 0 2 2 0 2 1 3 1 1 0 2 14
05:00 PM 0 0 2 2 0 0 1 1 0 0 1 1 0 0 0 0 4
05:15 PM 0 1 0 1 1 0 0 1 0 1 0 1 2 0 0 2 5
05:30 PM 1 1 0 2 1 2 0 3 0 1 2 3 1 0 0 1 9
05:45 PM 0 1 1 2 0 0 0 0 0 2 0 2 0 0 0 0 4
Total 1 3 3 7 2 2 1 5 0 4 3 7 3 0 0 3 22
Grand Total 1 7 6 14 2 2 3 7 0 6 4 10 4 1 0 5 36
Apprch % 7.1 50 42.9 28.6 28.6 42.9 0 60 40 80 20 0
Total % 2.8 19.4 16.7 38.9 5.6 5.6 8.3 19.4 0 16.7 11.1 27.8 11.1 2.8 0 13.9 Rosemead Boulevard
Southbound
Beverly Boulevard
Westbound
Rosemead Boulevard
Northbound
Beverly Boulevard
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 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 1 2 3 0 0 1 1 0 1 0 1 0 0 0 0 5
05:00 PM 0 0 2 2 0 0 1 1 0 0 1 1 0 0 0 0 4
05:15 PM 0 1 0 1 1 0 0 1 0 1 0 1 2 0 0 2 5
05:30 PM 1 1 0 2 1 2 0 3 0 1 2 3 1 0 0 1 9
Total Volume 1 3 4 8 2 2 2 6 0 3 3 6 3 0 0 3 23
% App. Total 12.5 37.5 50 33.3 33.3 33.3 0 50 50 100 0 0 PHF .250 .750 .500 .667 .500 .250 .500 .500 .000 .750 .375 .500 .375 .000 .000 .375 .639 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-282
File Name : 10_PRV_Rosemead_Beverly PM
Site Code : 12220296
Start Date : 8/18/2020
Page No : 2
City of Pico Rivera
N/S: Rosemead Boulevard
E/W: Beverly Boulevard
Weather: Clear
Rosemead Boulevard
Beverly Boulevard
Beverly Boulevard
Rosemead Boulevard
Right
4 Thru
3 Left
1 Out In Total
8 8 16
Right
2 Thru
2 Left
2 Out Total In
4 6 10
Left
0 Thru
3 Right
3 Out In Total
5 6 11
Left
3 Thru
0 Right
0 Total Out In
6 3 9
Peak Hour Begins at 04:45 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 1 2 3 0 0 1 1 0 1 0 1 0 0 0 0
+15 mins. 0 0 2 2 0 0 1 1 0 0 1 1 0 0 0 0
+30 mins. 0 1 0 1 1 0 0 1 0 1 0 1 2 0 0 2
+45 mins. 1 1 0 2 1 2 0 3 0 1 2 3 1 0 0 1
Total Volume 1 3 4 8 2 2 2 6 0 3 3 6 3 0 0 3
% App. Total 12.5 37.5 50 33.3 33.3 33.3 0 50 50 100 0 0 PHF .250 .750 .500 .667 .500 .250 .500 .500 .000 .750 .375 .500 .375 .000 .000 .375 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Page C-283
Appendix D:

Traffic Volume Development Worksheets
Daily AM Peak Hour PM Peak Hour
Total Total Total
2014 25,353 1,860 2,142
Start Time -- 7:00 AM 5:15 PM
2019 27,147 2,025 2,091
Start Time -- 7:15 AM 4:45 PM
2020 19,194 1,045 1,621
Start Time -- 7:45 AM 5:00 PM
-7,953 -980 -470
-41.4% -93.8% -29.0%
Growth Adjustment 0.40% 0.40% 0.40%
Adjustment Factor 41.0% 93.4% 28.6%
2014 30,296 2,364 2,694
Start Time -- 7:00 AM 5:15 PM
2019 34,628 2,711 2,616
Start Time -- 7:00 AM 4:45 PM
2020 23,844 1,363 1,993
Start Time -- 7:30 AM 5:00 PM
-10,784 -1,348 -623
-45.2% -98.9% -31.3%
Growth Adjustment 0.40% 0.40% 0.40%
Adjustment Factor 44.8% 98.5% 30.9%

42.9% 96.0% 29.8%
Rosemead Blvd to
Durfee Ave Difference (2020 vs
2019)
Average Adjustment Factor
Pico Rivera COVID-19 Factor
Based on 24-Hour Count
Segment Year
Paramount Blvd to
Rosemead Blvd Difference (2020 vs
2019)
Page D-1
AM Peak Hour PM Peak Hour
2016 1783 1292
Start Time -- --
2020 1084 1091
Start Time 7:15 AM 4:00 PM
-699 -201
-64.5% -18.4%
Annual Growth
Adjustment 0.4% 0.4%
Adjustment Factor 62.9% 16.8%
2016 4099 4081
Start Time -- --
2020 2267 2941
Start Time 7:15 AM 5:00 PM
-1832 -1140
-80.8% -38.8%
Annual Growth
Adjustment 0.4% 0.4%
Adjustment Factor 79.2% 37.2%
2016 3567 3717
Start Time -- --
2020 2130 2838
Start Time 7:15 AM 4:30 PM
-1437 -879
-67.5% -31.0%
Annual Growth
Adjustment 0.4% 0.4%
Adjustment Factor 65.9% 29.4%
2016 2969 3030
Start Time -- --
2020 1716 2313
Start Time 7:15 AM 4:30 PM
-1253 -717
-73.0% -31.0%
Annual Growth
Adjustment 0.4% 0.4%
Adjustment Factor 71.4% 29.4%
2016 3569 3687
Start Time -- --
2020 1949 2741
Start Time 7:15 AM 4:30 PM
-1620 -946
-83.1% -34.5%
Annual Growth
Adjustment 0.4% 0.4%
Adjustment Factor 81.5% 32.9%
Average Adjustment Factor 72.2% 29.1%
Difference
Difference
Difference
Difference
3 Pioneer Blvd / Beverly Blvd
2 I-605 SB Ramps / Beverly Blvd
7 Abbeywood Ave / Beverly Blvd
8 San Gabriel River Pkwy / Beverly Blvd
Pico Rivera 2016 v 2020 COVID-19 Factor
Difference (2020 vs
2016) 5 Pioneer Blvd / I-605 Ramps
Based on Turning Movement
Intersection Year Count
Page D-2
Scenario ADT AM Peak Hour PM Peak Hour
Comparison of 2019 & 2020 24-Hour
Counts 42.9% 96.0% 29.8%
Comparison of 2016 & 2020 Turning
Movement Counts -- 72.2% 29.1%
Average 42.9% 84.1% 29.4%
Adjustment Factor 1.429 1.841 1.294
Pico Rivera COVID-19 Factor Summary
Page D-3
1 Site Driveway / Beverly Blvd PCE Time
Site Driveway AM Peak 7:15 AM 1.0 ADTBeverly Blvd PM Peak 4:30 PM 2.0 AM AM PHF 0.907 2.5 PM
PM PHF 0.956 3.0
NBL 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1
NBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBR 0 3 0 3 0 1 0 2 0 0 0 0 0 0 0 0 0 5 0 1 0 6 0 6
SBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
EBT 807 1,366 807 1,366 23 17 46 34 12 1 30 3 13 1 39 3 922 1,406 775 413 1,697 1,819 -16 62 1,681 1,881 EBR 0 2 0 2 0 1 0 2 0 0 0 0 0 0 0 0 0 4 0 1 0 5 0 5
WBL 2 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 1 4 3 4 3
WBT 770 849 770 849 27 12 54 24 12 2 30 5 3 9 9 27 863 905 726 266 1,589 1,171 26 5 1,615 1,176 WBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Balance Adjustment
AM PM
Balanced Existing
2020 PCE
AM PM
Passenger Car2-Axle Truck3-Axle Truck4-Axle Truck
Vehicle Type
AM
3-Axle PCE Count (4-Axle)

PM AM PM AM PM
Passenger Car PCE Count (2-Axle) 2-Axle PCE Count (3-Axle)

AM PM AM PM AM PM AM PM AM PM
Study Intersection:North/South:East/West:

Count (Passenger Car)
AM PM
Count date:

COVID-19 Factor

1.4291.8411.294
4-Axle PCE COVID 19 Factor Unadjusted Total PCE
AM PM
COVID 19 Adjusted
Total PCE
AM PM
Page D-4
2 I-605 SB Ramps / Beverly Blvd PCE Time
I-605 SB Ramps AM Peak 7:15 AM 1.0 ADTBeverly Blvd PM Peak 4:30 PM 2.0 AM AM PHF 0.896 2.5 PMPM PHF 0.967 3.0
NBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBR 269 493 269 493 10 5 20 10 0 0 0 0 0 1 0 3 289 506 243 149 532 655 532 655 SBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
EBT 455 1,068 455 1,068 14 8 28 16 5 1 13 3 8 0 24 0 520 1,087 437 320 957 1,407 4 57 961 1,464 EBR 333 299 333 299 9 6 18 12 10 0 25 0 5 1 15 3 391 314 329 92 720 406 0 17 720 423 WBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WBT 772 818 772 818 23 12 46 24 13 2 33 5 3 9 9 27 860 874 723 257 1,583 1,131 36 48 1,619 1,179 WBR 195 113 195 113 5 1 10 2 1 0 3 0 0 1 0 3 208 118 175 35 383 153 383 153 Balance Adjustment Balanced Existing 2020 PCE

AM PM AM PM
Study Intersection: Vehicle Type COVID-19 FactorNorth/South: Passenger Car East/West: 2-Axle Truck

1.4291.841
Count (Passenger Car) Passenger Car PCE Count (2-Axle) 2-Axle PCE

PM AM PM
Count date: 3-Axle Truck
4-Axle Truck

1.294
AM
Count (3-Axle)

AM PM AM PM AM PM AM PM AM
COVID 19 Adjusted
Total PCE 3-Axle PCE Count (4-Axle) 4-Axle PCE Unadjusted Total PCE COVID 19 Factor

PM AM PM AM PM AM PM AM PM
Page D-5
3 Pioneer Blvd / Beverly Blvd PCE Time
Pioneer Blvd AM Peak 7:15 AM 1.0 ADTBeverly Blvd PM Peak 5:00 PM 2.0 AM AM PHF 0.937 2.5 PMPM PHF 0.956 3.0
NBL 83 53 83 53 2 0 4 0 0 0 0 0 0 0 0 0 87 53 73 16 160 69 6 3 166 72 NBT 56 28 56 28 1 0 2 0 0 0 0 0 0 0 0 0 58 28 49 8 107 36 107 36 NBR 13 16 13 16 0 0 0 0 0 0 0 0 0 0 0 0 13 16 11 5 24 21 24 21 SBL 44 129 44 129 1 1 2 2 0 0 0 0 0 0 0 0 46 131 39 39 85 170 85 170 SBT 12 27 12 27 0 0 0 0 0 0 0 0 0 0 0 0 12 27 10 8 22 35 22 35 SBR 307 392 307 392 16 7 32 14 13 1 33 3 4 7 12 21 384 430 323 126 707 556 23 26 730 582 EBL 114 188 114 188 5 2 10 4 3 0 8 0 6 0 18 0 150 192 126 56 276 248 9 15 285 263 EBT 572 1,187 572 1,187 13 11 26 22 1 0 3 0 0 0 0 0 601 1,209 505 355 1,106 1,564 34 92 1,140 1,656 EBR 29 144 29 144 3 1 6 2 0 0 0 0 0 0 0 0 35 146 29 43 64 189 2 11 66 200 WBL 12 18 12 18 0 0 0 0 0 0 0 0 0 0 0 0 12 18 10 5 22 23 22 23 WBT 556 487 556 487 13 7 26 14 0 0 0 0 0 0 0 0 582 501 489 147 1,071 648 35 30 1,106 678 WBR 385 232 385 232 2 3 4 6 1 0 3 0 0 0 0 0 392 238 330 70 722 308 722 308 Balance Adjustment Balanced Existing 2020 PCE

AM PM AM PM
Study Intersection: Vehicle Type COVID-19 FactorNorth/South: Passenger Car East/West: 2-Axle Truck

1.4291.841
Count (Passenger Car) Passenger Car PCE Count (2-Axle) 2-Axle PCE

PM AM PM
Count date: 3-Axle Truck
4-Axle Truck

1.294
AM
Count (3-Axle)

AM PM AM PM AM PM AM PM AM
COVID 19 Adjusted
Total PCE 3-Axle PCE Count (4-Axle) 4-Axle PCE Unadjusted Total PCE COVID 19 Factor

PM AM PM AM PM AM PM AM PM
Page D-6
4 Norwalk Blvd/Workman Mill / Beverly Blvd PCE Time
Norwalk Blvd/Workman Mill AM Peak 7:30 AM 1.0 ADTBeverly Blvd PM Peak 5:00 PM 2.0 AM AM PHF 0.899 2.5 PMPM PHF 0.958 3.0
NBL 152 163 152 163 1 1 2 2 0 0 0 0 0 0 0 0 154 165 130 49 284 214 284 214 NBT 151 296 151 296 8 3 16 6 0 3 0 8 0 14 0 42 167 352 140 103 307 455 307 455 NBR 19 53 19 53 1 2 2 4 0 0 0 0 2 0 6 0 27 57 23 17 50 74 50 74 SBL 156 330 156 330 8 4 16 8 1 0 3 0 0 0 0 0 175 338 147 99 322 437 322 437 SBT 152 256 152 256 10 5 20 10 3 0 8 0 0 8 0 24 180 290 151 85 331 375 331 375 SBR 29 36 29 36 0 0 0 0 0 0 0 0 0 0 0 0 29 36 24 11 53 47 53 47 EBL 49 60 49 60 6 5 12 10 0 0 0 0 0 0 0 0 61 70 51 21 112 91 112 91 EBT 499 1,045 499 1,045 8 1 16 2 2 0 5 0 1 0 3 0 523 1,047 440 308 963 1,355 963 1,355 EBR 99 215 99 215 1 2 2 4 1 0 3 0 0 0 0 0 104 219 87 64 191 283 191 283 WBL 30 67 30 67 1 0 2 0 0 1 0 3 1 0 3 0 35 70 29 21 64 91 64 91 WBT 753 568 753 568 8 5 16 10 1 0 3 0 0 0 0 0 772 578 649 170 1,421 748 1,421 748 WBR 145 220 145 220 4 3 8 6 0 0 0 0 0 1 0 3 153 229 129 67 282 296 282 296 Balance Adjustment Balanced Existing 2020 PCE

AM PM AM PM
Study Intersection: Vehicle Type COVID-19 FactorNorth/South: Passenger Car East/West: 2-Axle Truck

1.4291.841
Count (Passenger Car) Passenger Car PCE Count (2-Axle) 2-Axle PCE

PM AM PM
Count date: 3-Axle Truck
4-Axle Truck

1.294
AM
Count (3-Axle)

AM PM AM PM AM PM AM PM AM
COVID 19 Adjusted
Total PCE 3-Axle PCE Count (4-Axle) 4-Axle PCE Unadjusted Total PCE COVID 19 Factor

PM AM PM AM PM AM PM AM PM
Page D-7
5 Pioneer Blvd / I-605 Ramps PCE Time
Pioneer Blvd AM Peak 7:15 AM 1.0 ADTI-605 Ramps PM Peak 4:00 PM 2.0 AM AM PHF 0.894 2.5 PMPM PHF 0.906 3.0
NBL 515 337 515 337 5 2 10 4 2 1 5 3 6 0 18 0 548 344 461 101 1,009 445 2 1,009 447 NBT 54 108 54 108 1 0 2 0 2 0 5 0 0 0 0 0 61 108 51 32 112 140 1 112 141 NBR 1 3 1 3 0 0 0 0 0 0 0 0 0 0 0 0 1 3 1 1 2 4 2 4
SBL 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 3 0 3
SBT 78 151 78 151 3 1 6 2 3 0 8 0 0 2 0 6 92 159 77 47 169 206 6 18 175 224 SBR 27 11 27 11 1 0 2 0 0 0 0 0 0 0 0 0 29 11 24 3 53 14 53 14 EBL 59 70 59 70 0 1 0 2 0 0 0 0 0 0 0 0 59 72 50 21 109 93 109 93 EBT 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 3 0 3
EBR 295 378 295 378 9 4 18 8 10 0 25 0 3 5 9 15 347 401 292 118 639 519 23 44 662 563 WBL 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 2 0
WBT 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 2 1 2 1
WBR 8 12 8 12 0 0 0 0 0 0 0 0 0 0 0 0 8 12 7 4 15 16 15 16 Balance Adjustment Balanced Existing 2020 PCE

AM PM AM PM
Study Intersection: Vehicle Type COVID-19 FactorNorth/South: Passenger Car East/West: 2-Axle Truck

1.4291.841
Count (Passenger Car) Passenger Car PCE Count (2-Axle) 2-Axle PCE

PM AM PM
Count date: 3-Axle Truck
4-Axle Truck

1.294
AM
Count (3-Axle)

AM PM AM PM AM PM AM PM AM
COVID 19 Adjusted
Total PCE 3-Axle PCE Count (4-Axle) 4-Axle PCE Unadjusted Total PCE COVID 19 Factor

PM AM PM AM PM AM PM AM PM
Page D-8
6 I-605 SB Ramp / Rose Hills Rd PCE Time
I-605 SB Ramp AM Peak 7:30 AM 1.0 ADTRose Hills Rd PM Peak 4:00 PM 2.0 AM AM PHF 0.916 2.5 PMPM PHF 0.932 3.0
NBL 16 17 16 17 0 0 0 0 0 0 0 0 0 0 0 0 16 17 13 5 29 22 29 22 NBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBR 121 156 121 156 2 2 4 4 0 3 0 8 0 1 0 3 125 171 105 50 230 221 230 221 SBL 110 70 110 70 6 7 12 14 5 0 13 0 5 2 15 6 150 90 126 26 276 116 276 116 SBT 178 211 178 211 5 5 10 10 0 2 0 5 0 2 0 6 188 232 158 68 346 300 346 300 SBR 1 2 1 2 0 0 0 0 0 0 0 0 0 0 0 0 1 2 1 1 2 3 2 3
EBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
EBT 5 4 5 4 1 1 2 2 0 0 0 0 0 0 0 0 7 6 6 2 13 8 13 8
EBR 16 35 16 35 0 1 0 2 0 0 0 0 0 0 0 0 16 37 13 11 29 48 29 48 WBL 112 197 112 197 5 5 10 10 5 5 13 13 5 4 15 12 150 232 126 68 276 300 276 300 WBT 10 21 10 21 2 0 4 0 1 0 3 0 1 0 3 0 20 21 17 6 37 27 37 27 WBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Balance Adjustment Balanced Existing 2020 PCE

AM PM AM PM
Study Intersection: Vehicle Type COVID-19 FactorNorth/South: Passenger Car East/West: 2-Axle Truck

1.4291.841
Count (Passenger Car) Passenger Car PCE Count (2-Axle) 2-Axle PCE

PM AM PM
Count date: 3-Axle Truck
4-Axle Truck

1.294
AM
Count (3-Axle)

AM PM AM PM AM PM AM PM AM
COVID 19 Adjusted
Total PCE 3-Axle PCE Count (4-Axle) 4-Axle PCE Unadjusted Total PCE COVID 19 Factor

PM AM PM AM PM AM PM AM PM
Page D-9
7 Abbeywood Ave / Beverly Blvd PCE Time
Abbeywood Ave AM Peak 7:15 AM 1.0 ADTBeverly Blvd PM Peak 4:30 PM 2.0 AM AM PHF 0.915 2.5 PMPM PHF 0.957 3.0
NBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBL 2 7 2 7 2 0 4 0 2 0 5 0 4 0 12 0 23 7 19 2 42 9 42 9 SBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBR 5 7 5 7 0 1 0 2 2 2 5 5 1 1 3 3 13 17 11 5 24 22 24 22 EBL 17 14 17 14 0 3 0 6 2 3 5 8 0 2 0 6 22 34 19 10 41 44 1 41 45 EBT 815 1,375 815 1,375 15 12 30 24 11 1 28 3 6 1 18 3 891 1,405 749 413 1,640 1,818 -1 59 1,639 1,877 EBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WBT 789 856 789 856 20 12 40 24 11 1 28 3 4 7 12 21 869 904 731 266 1,600 1,170 -11 1,600 1,159 WBR 8 5 8 5 0 0 0 0 0 1 0 3 0 2 0 6 8 14 7 4 15 18 15 18 Balance Adjustment Balanced Existing 2020 PCE

AM PM AM PM
Study Intersection: Vehicle Type COVID-19 FactorNorth/South: Passenger Car East/West: 2-Axle Truck

1.4291.841
Count (Passenger Car) Passenger Car PCE Count (2-Axle) 2-Axle PCE

PM AM PM
Count date: 3-Axle Truck
4-Axle Truck

1.294
AM
Count (3-Axle)

AM PM AM PM AM PM AM PM AM
COVID 19 Adjusted
Total PCE 3-Axle PCE Count (4-Axle) 4-Axle PCE Unadjusted Total PCE COVID 19 Factor

PM AM PM AM PM AM PM AM PM
Page D-10
8 San Gabriel River Pkwy / Beverly Blvd PCE Time
San Gabriel River Pkwy AM Peak 7:15 AM 1.0 ADTBeverly Blvd PM Peak 4:30 PM 2.0 AM AM PHF 0.959 2.5 PMPM PHF 0.905 3.0
NBL 3 5 3 5 1 0 2 0 0 0 0 0 0 0 0 0 5 5 4 1 9 6 9 6
NBT 16 73 16 73 1 0 2 0 0 0 0 0 0 1 0 3 18 76 15 22 33 98 33 98 NBR 30 90 30 90 1 1 2 2 0 1 0 3 1 0 3 0 35 95 29 28 64 123 64 123 SBL 171 155 171 155 5 5 10 10 7 1 18 3 0 2 0 6 199 174 167 51 366 225 366 225 SBT 49 47 49 47 3 4 6 8 0 1 0 3 1 4 3 12 58 70 49 21 107 91 107 91 SBR 121 190 121 190 6 3 12 6 3 0 8 0 0 0 0 0 141 196 119 58 260 254 260 254 EBL 46 70 46 70 2 2 4 4 2 0 5 0 0 0 0 0 55 74 46 22 101 96 101 96 EBT 612 1,184 612 1,184 14 12 28 24 6 2 15 5 8 1 24 3 679 1,216 571 358 1,250 1,574 1,250 1,574 EBR 13 2 13 2 1 1 2 2 0 0 0 0 0 0 0 0 15 4 13 1 28 5 28 5 WBL 31 40 31 40 0 1 0 2 0 0 0 0 2 2 6 6 37 48 31 14 68 62 68 62 WBT 665 673 665 673 15 6 30 12 10 2 25 5 4 3 12 9 732 699 616 206 1,348 905 1,348 905 WBR 88 152 88 152 6 2 12 4 5 1 13 3 0 2 0 6 113 165 95 49 208 214 208 214 Balance Adjustment Balanced Existing 2020 PCE

AM PM AM PM
Study Intersection: Vehicle Type COVID-19 FactorNorth/South: Passenger Car East/West: 2-Axle Truck

1.4291.841
Count (Passenger Car) Passenger Car PCE Count (2-Axle) 2-Axle PCE

PM AM PM
Count date: 3-Axle Truck
4-Axle Truck

1.294
AM
Count (3-Axle)

AM PM AM PM AM PM AM PM AM
COVID 19 Adjusted
Total PCE 3-Axle PCE Count (4-Axle) 4-Axle PCE Unadjusted Total PCE COVID 19 Factor

PM AM PM AM PM AM PM AM PM
Page D-11
9 Durfee Ave / Beverly Blvd PCE Time
Durfee Ave AM Peak 7:15 AM 1.0 ADTBeverly Blvd PM Peak 4:30 PM 2.0 AM AM PHF 0.993 2.5 PMPM PHF 0.928 3.0
NBL 1 16 1 16 0 0 0 0 0 1 0 3 0 0 0 0 1 19 1 6 2 25 2 25 NBT 7 27 7 27 1 1 2 2 0 0 0 0 0 0 0 0 9 29 8 9 17 38 17 38 NBR 15 27 15 27 0 1 0 2 0 0 0 0 4 0 12 0 27 29 23 9 50 38 50 38 SBL 46 50 46 50 4 0 8 0 0 0 0 0 0 0 0 0 54 50 45 15 99 65 99 65 SBT 16 28 16 28 0 0 0 0 0 0 0 0 1 0 3 0 19 28 16 8 35 36 35 36 SBR 28 42 28 42 0 0 0 0 0 0 0 0 0 0 0 0 28 42 24 12 52 54 52 54 EBL 10 38 10 38 0 0 0 0 0 0 0 0 0 0 0 0 10 38 8 11 18 49 18 49 EBT 586 1,159 586 1,159 14 15 28 30 7 2 18 5 4 1 12 3 644 1,197 542 352 1,186 1,549 1,186 1,549 EBR 6 24 6 24 0 0 0 0 0 0 0 0 0 0 0 0 6 24 5 7 11 31 11 31 WBL 20 42 20 42 1 0 2 0 1 0 3 0 1 1 3 3 28 45 24 13 52 58 52 58 WBT 747 757 747 757 21 14 42 28 11 1 28 3 3 3 9 9 826 797 695 234 1,521 1,031 1,521 1,031 WBR 31 48 31 48 2 0 4 0 1 0 3 0 0 0 0 0 38 48 32 14 70 62 70 62 Balance Adjustment Balanced Existing 2020 PCE

AM PM AM PM
Study Intersection: Vehicle Type COVID-19 FactorNorth/South: Passenger Car East/West: 2-Axle Truck

1.4291.841
Count (Passenger Car) Passenger Car PCE Count (2-Axle) 2-Axle PCE

PM AM PM
Count date: 3-Axle Truck
4-Axle Truck

1.294
AM
Count (3-Axle)

AM PM AM PM AM PM AM PM AM
COVID 19 Adjusted
Total PCE 3-Axle PCE Count (4-Axle) 4-Axle PCE Unadjusted Total PCE COVID 19 Factor

PM AM PM AM PM AM PM AM PM
Page D-12
10 Rosemead Blvd / Beverly Blvd PCE Time
Rosemead Blvd AM Peak 7:15 AM 1.0 ADTBeverly Blvd PM Peak 4:45 PM 2.0 AM AM PHF 0.955 2.5 PMPM PHF 0.945 3.0
NBL 68 110 68 110 3 1 6 2 0 0 0 0 0 0 0 0 74 112 62 33 136 145 136 145 NBT 396 580 396 580 21 12 42 24 4 1 10 3 7 3 21 9 469 616 394 181 863 797 863 797 NBR 67 153 67 153 3 3 6 6 2 1 5 3 0 3 0 9 78 171 66 50 144 221 144 221 SBL 158 313 158 313 4 2 8 4 2 0 5 0 2 1 6 3 177 320 149 94 326 414 326 414 SBT 362 660 362 660 15 5 30 10 1 2 3 5 3 3 9 9 404 684 340 201 744 885 744 885 SBR 35 54 35 54 1 1 2 2 0 0 0 0 1 4 3 12 40 68 34 20 74 88 74 88 EBL 53 99 53 99 5 1 10 2 3 3 8 8 0 3 0 9 71 118 60 35 131 153 131 153 EBT 364 787 364 787 8 17 16 34 2 0 5 0 2 0 6 0 391 821 329 241 720 1,062 720 1,062 EBR 55 115 55 115 2 0 4 0 0 1 0 3 1 0 3 0 62 118 52 35 114 153 114 153 WBL 81 158 81 158 1 2 2 4 2 0 5 0 1 2 3 6 91 168 77 49 168 217 168 217 WBT 496 504 496 504 17 11 34 22 9 1 23 3 1 2 3 6 556 535 468 157 1,024 692 1,024 692 WBR 191 175 191 175 5 2 10 4 1 1 3 3 0 2 0 6 204 188 172 55 376 243 376 243 Balance Adjustment Balanced Existing 2020 PCE

AM PM AM PM
Study Intersection: Vehicle Type COVID-19 FactorNorth/South: Passenger Car East/West: 2-Axle Truck

1.4291.841
Count (Passenger Car) Passenger Car PCE Count (2-Axle) 2-Axle PCE

PM AM PM
Count date: 3-Axle Truck
4-Axle Truck

1.294
AM
Count (3-Axle)

AM PM AM PM AM PM AM PM AM
COVID 19 Adjusted
Total PCE 3-Axle PCE Count (4-Axle) 4-Axle PCE Unadjusted Total PCE COVID 19 Factor

PM AM PM AM PM AM PM AM PM
Page D-13
1 OY Year: 2022
Ambient Growth: 0.4% ADT AM Peak Hour PM Peak Hour
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.4% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 1 0 1 40% 10% 6 18 1 4 7 22
NBT 0 0 0 0 0 0 0 0 0 0
NBR 0 6 0 6 60% 90% 9 27 13 39 22 66
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 1,681 1,881 1,681 1,881 0 0 0 0 0 0
EBR 0 5 0 5 55% 45% 22 13 16 8 38 21
WBL 4 3 4 3 45% 55% 18 10 19 9 37 19
WBT 1,615 1,176 1,774 1,285 0 0 0 0 0 0
WBR 0 0 0 0 0 0 0 0 0 0

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 40% 10% 6 18 1 4 7 22 7 23 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 60% 90% 9 27 13 39 22 66 22 72 0 0
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 0 0 0 1,681 1,881 13 15
EBR 40% 10% 16 9 4 2 20 11 38 26 0 0
WBL 60% 90% 24 14 -1 31 15 55 29 41 22 0 0
WBT 0 0 0 0 0 0 1,615 1,176 13 9
WBR 0 0 0 0 0 0 0 0 0 0
NBL 0 0 0 1 0 1 7 23 7 23 0 0 0 0 0 1 0 1
NBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 6 0 6 22 72 22 72 0 0 0 0 0 6 0 6
SBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
EBT 13 15 1,694 1,896 1,694 1,896 1,694 1,896 1,694 1,896 34 47 36 58 1,728 1,943 1,730 1,954 EBR 0 0 0 5 0 5 38 26 20 16 0 0 0 0 0 5 0 5
WBL 0 0 4 3 4 3 41 22 59 32 0 0 0 0 4 3 4 3
WBT 14 10 1,628 1,185 1,788 1,295 1,628 1,185 1,788 1,295 48 32 59 36 1,676 1,217 1,847 1,331 WBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBL 7 23 7 23 0 0 0 1 7 23
NBT 0 0 0 0 0 0 0 0 0 0
NBR 22 72 22 72 0 0 0 6 22 72
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 1,728 1,943 1,730 1,954 136 152 1,866 2,106 1,866 2,106 EBR 38 26 20 16 0 0 0 5 20 16
WBL 41 22 59 32 0 0 4 3 59 32
WBT 1,676 1,217 1,847 1,331 144 104 1,991 1,435 1,991 1,435 WBR 0 0 0 0 0 0 0 0 0 0
Trip Gen
AM
In Dist. % Out Dist. %
Study Intersection:

North/South:

East/West:

Site Driveway
AM PM
Existing Existing
W/O I-605 Improve With I-605 Improve
Project Only

AM PM AM
Site Driveway / Beverly Blvd
AM
PM
With I-605 Improve With I-605 Improve
Opening Year (W/O
Project) Growth (2020-2022) Opening Year (W/O
Project)
Cumulative Projects
Only
Balance Cars
Opening Year With
Project
AM
Project Only
W/O I-605 Improve
In Dist. %
Growth (2020-2022)
W/O I-605 Improve
Existing With Project
With I-605 Improve
Out Dist. %
AM PM Balance Cars Balance Trucks
W/O I-605 Improve
Beverly Blvd

AM PM AM PM
Forecast Cumulative
With Project
Forecast Cumulative
With Project

AM PM PM AM
W/O I-605 Improve With I-605 Improve
Opening Year With
Project
PM
Balance Trucks
Forecast Cumulative
(W/O Project)
W/O I-605 Improve
AM PM
With I-605 Improve W/O I-605 Improve
AM PM
With I-605 Improve
AM

PM AM PM
AM PM
PM PM
Forecast Cumulative
(W/O Project)
Cumulative Projects
Only
W/O I-605 Improve

PM AM PM
W/O I-605 Improve
AM AM
With I-605 Improve
PM
With I-605 Improve With I-605 Improve With I-605 Improve PM
AM
Growth (2022-2042) Build Out (W/O
Project)
Build Out With
Project
Page D-14
2 OY Year: 2022
Ambient Growth: 0.4%
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.4% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 532 655 0 0 0 0 0 0 0 0
SBL 0 0 532 655 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 159 109 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 961 1,464 961 1,464 30% 35% -1 4 14 5 15 9 29
EBR 720 423 720 423 30% 55% -1 5 13 8 24 13 37
WBL 0 0 383 153 0 0 0 0 0 0
WBT 1,619 1,179 1,619 1,179 45% 55% 18 10 19 9 37 19
WBR 383 153 0 0 0 0 0 0 0 0

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 532 655 4 5
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 15% 35% 1 6 4 12 6 18 10 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 30% 35% -1 4 14 5 15 9 29 970 1,493 8 12
EBR 30% 55% -1 5 13 8 24 13 37 733 460 5 3
WBL 0 0 0 0 0 0 0 0 0 0
WBT 45% 55% 18 10 19 9 37 19 1,656 1,198 13 9
WBR 0 0 0 0 0 0 383 153 3 1
NBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBR 0 0 536 660 0 0 536 660 0 0 0 0 0 0 536 660 0 0
SBL 4 5 0 0 536 660 0 0 536 660 0 0 0 0 0 0 536 660
SBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBR 1 1 0 0 160 110 0 0 178 120 0 0 11 4 0 0 171 114
EBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
EBT 8 12 969 1,476 969 1,476 978 1,505 978 1,505 28 25 30 36 997 1,501 999 1,512 EBR 5 3 725 426 725 426 738 463 738 463 6 22 6 22 731 448 731 448 WBL 3 1 0 0 386 154 0 0 386 154 0 0 0 0 0 0 386 154
WBT 13 9 1,632 1,188 1,632 1,188 1,669 1,207 1,669 1,207 48 32 48 32 1,680 1,220 1,680 1,220 WBR 0 0 386 154 0 0 386 154 0 0 0 0 0 0 386 154 0 0
NBL 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 536 660 0 0 0 0 0 0 0 0
SBL 0 0 536 660 43 53 579 713 579 713
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 189 124 13 9 184 123 202 133
EBL 0 0 0 0 0 0 0 0 0 0
EBT 1,006 1,530 1,008 1,541 78 118 1,077 1,630 1,086 1,659 EBR 744 485 744 485 58 34 789 482 802 519
WBL 0 0 386 154 31 13 417 167 417 167
WBT 1,717 1,239 1,717 1,239 131 95 1,811 1,315 1,848 1,334 WBR 386 154 0 0 0 0 0 0 0 0
AM PM
AM PM
AM PM
AM
AM PM

AM PM AM PM

AM PM AM PM
Balance Trucks
AM PM
PM
Growth (2020-2022)
Forecast Cumulative
(W/O Project)
W/O I-605 Improve With I-605 Improve
AM PM
With I-605 Improve With I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve
W/O I-605 Improve W/O I-605 Improve
PM Balance Cars Balance Trucks
W/O I-605 Improve
With I-605 Improve
Opening Year With
Project
Opening Year With
Project
Cumulative Projects
Only
Forecast Cumulative
With Project
AM PM
I-605 SB Ramps ADT
AM Peak Hour PM Peak Hour
East/West: Beverly Blvd
I-605 SB Ramps / Beverly Blvd
Out Dist. %
AM
PM
Existing Existing
W/O I-605 Improve With I-605 Improve
Study Intersection:

Project Only
AM PM
In Dist. %
In Dist. % Out Dist. %
AM PM Balance Cars
With I-605 Improve
Project Only
W/O I-605 Improve
Existing With Project
Trip Gen
North/South:

AM PM
Growth (2020-2022) Opening Year (W/O
Project)
Opening Year (W/O
Project)
Cumulative Projects
Only
Forecast Cumulative
(W/O Project)
With I-605 Improve W/O I-605 Improve With I-605 Improve With I-605 Improve Forecast Cumulative
With Project Growth (2022-2042) Build Out (W/O Project) Build Out With
Project

PM AM PM AM PM
W/O I-605 Improve
AM
AM
Page D-15
3 OY Year: 2022
Ambient Growth: 0.4%
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.4% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 166 72 166 72 0 0 0 0 0 0
NBT 107 36 107 36 0 0 0 0 0 0
NBR 24 21 24 21 0 0 0 0 0 0
SBL 85 170 85 170 0 0 0 0 0 0
SBT 22 35 22 35 0 0 0 0 0 0
SBR 730 582 730 582 30% 55% 12 7 19 9 31 16
EBL 285 263 285 263 15% 35% 2 7 5 15 7 22
EBT 1,142 1,656 1,142 1,656 15% 2 7 0 0 2 7
EBR 66 200 66 200 0 0 0 0 0 0
WBL 22 23 22 23 0 0 0 0 0 0
WBT 1,106 678 1,106 678 15% 6 3 0 0 6 3
WBR 722 308 722 308 0 0 0 0 0 0

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 166 72 1 1
NBT 0 0 0 0 0 0 107 36 1 0
NBR 0 0 0 0 0 0 24 21 0 0
SBL 0 0 0 0 0 0 85 170 1 1
SBT 0 0 0 0 0 0 22 35 0 0
SBR 30% 55% 12 7 19 9 31 16 761 598 6 5
EBL 15% 35% 2 7 5 15 7 22 292 285 2 2
EBT 15% 2 7 0 0 2 7 1,144 1,663 9 13
EBR 0 0 0 0 0 0 66 200 1 2
WBL 0 0 0 0 0 0 22 23 0 0
WBT 15% 6 3 0 0 6 3 1,112 681 9 4
WBR 0 0 0 0 0 0 722 308 6 2
NBL 1 1 167 73 167 73 167 73 167 73 0 0 0 0 167 73 167 73 NBT 1 0 108 36 108 36 108 36 108 36 0 0 0 0 108 36 108 36 NBR 0 0 24 21 24 21 24 21 24 21 0 0 0 0 24 21 24 21
SBL 1 1 86 171 86 171 86 171 86 171 0 0 0 0 86 171 86 171 SBT 0 0 22 35 22 35 22 35 22 35 0 0 0 0 22 35 22 35
SBR 6 5 736 587 736 587 767 603 767 603 22 6 22 6 758 593 758 593 EBL 2 2 287 265 287 265 294 287 294 287 2 1 4 12 289 266 291 277 EBT 9 13 1,151 1,669 1,151 1,669 1,153 1,676 1,153 1,676 26 24 26 24 1,177 1,693 1,177 1,693 EBR 1 2 67 202 67 202 67 202 67 202 0 0 0 0 67 202 67 202 WBL 0 0 22 23 22 23 22 23 22 23 0 0 0 0 22 23 22 23
WBT 9 4 1,115 682 1,115 682 1,121 685 1,121 685 26 26 26 26 1,141 708 1,141 708 WBR 6 2 728 310 728 310 728 310 728 310 0 0 0 0 728 310 728 310 NBL 167 73 167 73 13 6 180 79 180 79
NBT 108 36 108 36 9 3 117 39 117 39
NBR 24 21 24 21 2 2 26 23 26 23
SBL 86 171 86 171 7 14 93 185 93 185
SBT 22 35 22 35 2 3 24 38 24 38
SBR 789 609 789 609 59 47 817 640 848 656
EBL 296 288 298 299 23 21 314 298 321 320
EBT 1,179 1,700 1,179 1,700 93 134 1,270 1,827 1,272 1,834 EBR 67 202 67 202 5 16 72 218 72 218
WBL 22 23 22 23 2 2 24 25 24 25
WBT 1,147 711 1,147 711 90 55 1,231 763 1,237 766
WBR 728 310 728 310 58 25 786 335 786 335
Study Intersection: Pioneer Blvd / Beverly Blvd Trip Gen North/South: Pioneer Blvd ADT
AM Peak Hour PM Peak Hour
East/West: Beverly Blvd
AM PM
Existing Project Only
W/O I-605 Improve With I-605 Improve W/O I-605 Improve
W/O I-605 Improve W/O I-605 Improve
In Dist. % Out Dist. %

AM PM AM
Existing With Project
AM PM
PM AM PM Balance Cars Balance Trucks
With I-605 Improve
Existing
In Dist. % Out Dist. %
AM PM Balance Cars Balance Trucks
Project Only Growth (2020-2022)
Forecast Cumulative
(W/O Project)
Forecast Cumulative
(W/O Project)
W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve Opening Year (W/O
Project)
Opening Year (W/O
Project)
Opening Year With
Project
Opening Year With
Project
Cumulative Projects
Only
Cumulative Projects
Only
AM PM
Forecast Cumulative
With Project
Forecast Cumulative
With Project Growth (2022-2042) Build Out (W/O Project) Build Out With
Project

AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM

AM PM AM PM AM PM AM PM AM PM
W/O I-605 Improve With I-605 Improve With I-605 Improve With I-605 Improve With I-605 Improve With I-605 Improve
Growth (2020-2022)
Page D-16
4 OY Year: 2022
Ambient Growth: 0.4%
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.4% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 284 214 284 214 0 0 0 0 0 0
NBT 307 455 307 455 0 0 0 0 0 0
NBR 50 74 50 74 0 0 0 0 0 0
SBL 322 437 322 437 0 0 0 0 0 0
SBT 331 375 331 375 0 0 0 0 0 0
SBR 53 47 53 47 0 0 0 0 0 0
EBL 112 91 112 91 0 0 0 0 0 0
EBT 963 1,355 963 1,355 15% 2 7 0 0 2 7
EBR 191 283 191 283 0 0 0 0 0 0
WBL 64 91 64 91 0 0 0 0 0 0
WBT 1,421 748 1,421 748 15% 6 3 0 0 6 3
WBR 282 296 282 296 0 0 0 0 0 0

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 284 214 2 2
NBT 0 0 0 0 0 0 307 455 2 4
NBR 0 0 0 0 0 0 50 74 0 1
SBL 0 0 0 0 0 0 322 437 3 3
SBT 0 0 0 0 0 0 331 375 3 3
SBR 0 0 0 0 0 0 53 47 0 0
EBL 0 0 0 0 0 0 112 91 1 1
EBT 15% 2 7 0 0 2 7 965 1,362 8 11
EBR 0 0 0 0 0 0 191 283 2 2
WBL 0 0 0 0 0 0 64 91 1 1
WBT 15% 6 3 0 0 6 3 1,427 751 11 6
WBR 0 0 0 0 0 0 282 296 2 2
NBL 2 2 286 216 286 216 286 216 286 216 6 6 6 6 292 222 292 222 NBT 2 4 309 459 309 459 309 459 309 459 0 0 0 0 309 459 309 459 NBR 0 1 50 75 50 75 50 75 50 75 0 0 0 0 50 75 50 75
SBL 3 3 325 440 325 440 325 440 325 440 0 0 0 0 325 440 325 440 SBT 3 3 334 378 334 378 334 378 334 378 0 0 0 0 334 378 334 378 SBR 0 0 53 47 53 47 53 47 53 47 0 0 0 0 53 47 53 47
EBL 1 1 113 92 113 92 113 92 113 92 0 0 0 0 113 92 113 92 EBT 8 11 971 1,366 971 1,366 973 1,373 973 1,373 7 6 7 6 978 1,372 978 1,372 EBR 2 2 193 285 193 285 193 285 193 285 6 6 6 6 199 291 199 291 WBL 1 1 65 92 65 92 65 92 65 92 0 0 0 0 65 92 65 92
WBT 11 6 1,432 754 1,432 754 1,438 757 1,438 757 7 6 7 6 1,439 760 1,439 760 WBR 2 2 284 298 284 298 284 298 284 298 0 0 0 0 284 298 284 298 NBL 292 222 292 222 23 17 315 239 315 239
NBT 309 459 309 459 25 37 334 496 334 496
NBR 50 75 50 75 4 6 54 81 54 81
SBL 325 440 325 440 26 35 351 475 351 475
SBT 334 378 334 378 27 30 361 408 361 408
SBR 53 47 53 47 4 4 57 51 57 51
EBL 113 92 113 92 9 7 122 99 122 99
EBT 980 1,379 980 1,379 78 109 1,056 1,481 1,058 1,488
EBR 199 291 199 291 15 23 214 314 214 314
WBL 65 92 65 92 5 7 70 99 70 99
WBT 1,445 763 1,445 763 115 60 1,554 820 1,560 823
WBR 284 298 284 298 23 24 307 322 307 322
Forecast Cumulative
(W/O Project)
W/O I-605 Improve With I-605 Improve
Balance Trucks
AM PM
AM PM
W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve AM PM
With I-605 Improve W/O I-605 Improve
W/O I-605 Improve With I-605 Improve
Opening Year (W/O
Project)
Opening Year With
Project
Forecast Cumulative
With Project
Forecast Cumulative
With Project
PM
Growth (2020-2022)

AM PM AM PM AM PM

AM PM AM
AM

PM AM PM

AM PM AM PM
Cumulative Projects
Only
Cumulative Projects
Only
Out Dist. %
Study Intersection: Trip Gen
North/South: Norwalk Blvd/Workman Mill ADT
AM Peak Hour PM Peak Hour
East/West: Beverly Blvd
Norwalk Blvd/Workman Mill / Beverly Blvd
Balance Cars
Existing Existing Project Only
W/O I-605 Improve With I-605 Improve W/O I-605 Improve
Growth (2022-2042) Build Out (W/O
Project)
Build Out With
Project

PM AM PM
Growth (2020-2022)
With I-605 Improve

AM PM AM PM AM
AM PM
Opening Year (W/O
Project)
Opening Year With
Project
With I-605 Improve
Forecast Cumulative
(W/O Project)
W/O I-605 Improve W/O I-605 Improve
AM PM Balance Cars Balance Trucks
Existing With Project
With I-605 Improve With I-605 Improve With I-605 Improve Project Only
AM PM
In Dist. %
In Dist. % Out Dist. %
AM PM
Page D-17
5 OY Year: 2022
Ambient Growth: 0.4%
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.4% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 1,009 447 1,009 447 15% 35% 2 7 5 15 7 22
NBT 112 141 112 141 0 0 0 0 0 0
NBR 2 4 2 4 0 0 0 0 0 0
SBL 0 3 0 3 0 0 0 0 0 0
SBT 175 224 175 224 0 0 0 0 0 0
SBR 53 14 53 14 0 0 0 0 0 0
EBL 109 93 109 93 0 0 0 0 0 0
EBT 0 3 0 3 0 0 0 0 0 0
EBR 662 563 662 563 30% 55% 12 7 19 9 31 16
WBL 2 0 2 0 0 0 0 0 0 0
WBT 2 1 2 1 0 0 0 0 0 0
WBR 15 16 15 16 0 0 0 0 0 0

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 15% 35% 2 7 5 15 7 22 1,016 469 8 4
NBT 0 0 0 0 0 0 112 141 1 1
NBR 0 0 0 0 0 0 2 4 0 0
SBL 0 0 0 0 0 0 0 3 0 0
SBT 0 0 0 0 0 0 175 224 2 1
SBR 0 0 0 0 0 0 53 14 0 0
EBL 0 0 0 0 0 0 109 93 1 1
EBT 0 0 0 0 0 0 0 3 0 0
EBR 30% 55% 12 7 19 9 31 16 693 579 5 5
WBL 0 0 0 0 0 0 2 0 0 0
WBT 0 0 0 0 0 0 2 1 0 0
WBR 0 0 0 0 0 0 15 16 0 0
NBL 8 4 1,017 451 1,017 451 1,024 473 1,024 473 2 1 4 12 1,019 452 1,021 463 NBT 1 1 113 142 113 142 113 142 113 142 0 0 0 0 113 142 113 142 NBR 0 0 2 4 2 4 2 4 2 4 0 0 0 0 2 4 2 4
SBL 0 0 0 3 0 3 0 3 0 3 0 0 0 0 0 3 0 3
SBT 2 1 177 225 177 225 177 225 177 225 0 0 0 0 177 225 177 225 SBR 0 0 53 14 53 14 53 14 53 14 0 0 0 0 53 14 53 14
EBL 1 1 110 94 110 94 110 94 110 94 0 0 0 0 110 94 110 94 EBT 0 0 0 3 0 3 0 3 0 3 0 0 0 0 0 3 0 3
EBR 5 5 667 568 667 568 698 584 698 584 22 6 22 6 689 574 689 574 WBL 0 0 2 0 2 0 2 0 2 0 0 0 0 0 2 0 2 0
WBT 0 0 2 1 2 1 2 1 2 1 0 0 0 0 2 1 2 1
WBR 0 0 15 16 15 16 15 16 15 16 0 0 0 0 15 16 15 16
NBL 1,026 474 1,028 485 81 36 1,102 499 1,109 521
NBT 113 142 113 142 9 11 122 153 122 153
NBR 2 4 2 4 0 0 2 4 2 4
SBL 0 3 0 3 0 0 0 3 0 3
SBT 177 225 177 225 14 19 191 244 191 244
SBR 53 14 53 14 4 1 57 15 57 15
EBL 110 94 110 94 9 8 119 102 119 102
EBT 0 3 0 3 0 0 0 3 0 3
EBR 720 590 720 590 54 45 743 619 774 635
WBL 2 0 2 0 0 0 2 0 2 0
WBT 2 1 2 1 0 0 2 1 2 1
WBR 15 16 15 16 1 1 16 17 16 17

AM PM AM PM AM PM

AM PM AM
AM

PM AM PM

AM PM AM PM
AM PM
Cumulative Projects
Only
Cumulative Projects
Only
W/O I-605 Improve With I-605 Improve
Opening Year With
Project
Opening Year With
Project
Forecast Cumulative
With Project
Forecast Cumulative
With Project
PM
Growth (2020-2022)
Forecast Cumulative
(W/O Project)
Forecast Cumulative
(W/O Project)
W/O I-605 Improve With I-605 Improve
Balance Trucks
AM PM
AM PM
W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve AM
Project Only
AM PM
In Dist. %
In Dist. % Out Dist. %
AM PM Balance Cars
With I-605 Improve
Study Intersection: Trip Gen
North/South: Pioneer Blvd ADT
AM Peak Hour PM Peak Hour
East/West: I-605 Ramps
Pioneer Blvd / I-605 Ramps
With I-605 Improve

AM PM AM PM AM
AM PM
Opening Year (W/O
Project)
Opening Year (W/O
Project)
W/O I-605 Improve With I-605 Improve
PM
Out Dist. %
AM PM Balance Cars Balance Trucks
Existing Existing Project Only
W/O I-605 Improve With I-605 Improve W/O I-605 Improve
Growth (2020-2022)
With I-605 Improve
Existing With Project
W/O I-605 Improve W/O I-605 Improve
PM
Growth (2022-2042) Build Out (W/O
Project)
Build Out With
Project
With I-605 Improve With I-605 Improve
Page D-18
6 OY Year: 2022
Ambient Growth: 0.4%
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.40% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 29 22 29 22 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 230 221 230 221 0 0 0 0 0 0
SBL 276 116 276 116 0 0 0 0 0 0
SBT 346 300 277 225 15% 35% 1 6 4 12 6 18 10
SBR 2 3 2 3 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 13 8 13 8 0 0 0 0 0 0
EBR 29 48 29 48 0 0 0 0 0 0
WBL 276 300 276 300 0 0 0 0 0 0
WBT 37 27 37 27 0 0 0 0 0 0
WBR 0 0 0 0 0 0 0 0 0 0

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 29 22 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 230 221 2 2
SBL 0 0 0 0 0 0 276 116 2 1
SBT 0 0 0 0 0 0 364 310 3 2
SBR 0 0 0 0 0 0 2 3 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 0 0 0 13 8 0 0
EBR 0 0 0 0 0 0 29 48 0 0
WBL 0 0 0 0 0 0 276 300 2 2
WBT 0 0 0 0 0 0 37 27 0 0
WBR 0 0 0 0 0 0 0 0 0 0
NBL 0 0 29 22 29 22 29 22 29 22 0 0 0 0 29 22 29 22
NBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBR 2 2 232 223 232 223 232 223 232 223 4 25 2 14 236 248 234 237 SBL 2 1 278 117 278 117 278 117 278 117 0 0 0 0 278 117 278 117 SBT 2 2 349 302 279 227 367 312 279 227 26 5 15 3 375 307 294 230 SBR 0 0 2 3 2 3 2 3 2 3 0 0 0 0 2 3 2 3
EBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
EBT 0 0 13 8 13 8 13 8 13 8 0 0 0 0 13 8 13 8
EBR 0 0 29 48 29 48 29 48 29 48 0 0 0 0 29 48 29 48
WBL 2 2 278 302 278 302 278 302 278 302 0 0 0 0 278 302 278 302 WBT 0 0 37 27 37 27 37 27 37 27 0 0 0 0 37 27 37 27
WBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBL 29 22 29 22 2 2 31 24 31 24
NBT 0 0 0 0 0 0 0 0 0 0
NBR 236 248 234 237 19 18 253 255 253 255
SBL 278 117 278 117 22 9 300 126 300 126
SBT 393 317 294 230 22 18 316 248 316 248
SBR 2 3 2 3 0 0 2 3 2 3
EBL 0 0 0 0 0 0 0 0 0 0
EBT 13 8 13 8 1 1 14 9 14 9
EBR 29 48 29 48 2 4 31 52 31 52
WBL 278 302 278 302 22 24 300 326 300 326
WBT 37 27 37 27 3 2 40 29 40 29
WBR 0 0 0 0 0 0 0 0 0 0
Forecast Cumulative
(W/O Project)
W/O I-605 Improve With I-605 Improve
Balance Trucks
AM PM
AM PM
W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve AM PM
W/O I-605 Improve With I-605 Improve
W/O I-605 Improve With I-605 Improve
Opening Year With
Project
Opening Year With
Project
Forecast Cumulative
With Project
Forecast Cumulative
With Project

AM PM AM PM AM PM PM

AM PM AM
AM

PM AM PM

AM PM AM PM
AM PM
Cumulative Projects
Only
Study Intersection: Trip Gen
North/South: I-605 SB Ramp ADT
AM Peak Hour PM Peak Hour
East/West: Rose Hills Rd
I-605 SB Ramp / Rose Hills Rd
Opening Year (W/O
Project)
Project Only
W/O I-605 Improve
Out Dist. %
AM PM Balance Cars Balance Trucks
Existing With Project
W/O I-605 Improve W/O I-605 Improve
Project Only
AM PM
In Dist. %
In Dist. % Out Dist. %
AM PM Balance Cars
With I-605 Improve
Growth (2020-2022)
Cumulative Projects
Only
Forecast Cumulative
(W/O Project)
PM
Growth (2022-2042) Build Out (W/O
Project)
Build Out With
Project
With I-605 Improve With I-605 Improve With I-605 Improve

AM PM AM PM AM
Existing Existing
W/O I-605 Improve With I-605 Improve
Growth (2020-2022)
With I-605 Improve
AM PM
Opening Year (W/O
Project)
Page D-19
7 OY Year: 2022
Ambient Growth: 0.4%
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.4% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 0 0 0 0
SBL 42 9 42 9 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 24 22 24 22 0 0 0 0 0 0
EBL 41 45 41 45 0 0 0 0 0 0
EBT 1,639 1,877 1,639 1,877 55% 45% 22 13 16 8 38 21
EBR 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 0 0 0 0 0 0 0
WBT 1,600 1,159 1,759 1,268 40% 10% 6 18 1 4 7 22
WBR 15 18 15 18 0 0 0 0 0 0

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 0 0 0 0
SBL 0 0 0 0 0 0 42 9 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 24 22 0 0
EBL 0 0 0 0 0 0 41 45 0 0
EBT 40% 10% 16 9 4 2 20 11 1,677 1,898 13 15
EBR 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 0 0 0 0 0 0 0
WBT 40% 10% 6 18 1 4 7 22 1,607 1,181 13 9
WBR 0 0 0 0 0 0 15 18 0 0
NBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBL 0 0 42 9 42 9 42 9 42 9 0 0 0 0 42 9 42 9
SBT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SBR 0 0 24 22 24 22 24 22 24 22 0 0 0 0 24 22 24 22
EBL 0 0 41 45 41 45 41 45 41 45 0 0 0 0 41 45 41 45
EBT 13 15 1,652 1,892 1,652 1,892 1,690 1,913 1,672 1,903 34 47 36 58 1,686 1,939 1,688 1,950 EBR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WBT 14 10 1,613 1,168 1,773 1,278 1,620 1,190 1,780 1,300 48 32 59 36 1,661 1,200 1,832 1,314 WBR 0 0 15 18 15 18 15 18 15 18 0 0 0 0 15 18 15 18
NBL 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 0 0 0 0
SBL 42 9 42 9 3 1 45 10 45 10
SBT 0 0 0 0 0 0 0 0 0 0
SBR 24 22 24 22 2 2 26 24 26 24
EBL 41 45 41 45 3 4 44 49 44 49
EBT 1,724 1,960 1,708 1,961 133 151 1,821 2,101 1,841 2,112 EBR 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 0 0 0 0 0 0 0
WBT 1,668 1,222 1,839 1,336 143 103 1,975 1,417 1,982 1,439 WBR 15 18 15 18 1 1 16 19 16 19

AM PM AM PM AM PM

AM PM AM
AM

PM AM PM

AM PM AM PM
AM PM
Cumulative Projects
Only
W/O I-605 Improve
Forecast Cumulative
With Project
Forecast Cumulative
With Project

AM PM PM
Forecast Cumulative
(W/O Project)
Forecast Cumulative
(W/O Project)
W/O I-605 Improve With I-605 Improve
Balance Trucks
W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve AM
Cumulative Projects
Only
Opening Year With
Project
AM
Opening Year With
Project
With I-605 Improve
PM
Study Intersection: Trip Gen
North/South: Abbeywood Ave ADT
AM Peak Hour PM Peak Hour
East/West: Beverly Blvd
Abbeywood Ave / Beverly Blvd
With I-605 Improve W/O I-605 Improve
AM PM
Opening Year (W/O
Project)
Opening Year (W/O
Project)
Project Only
AM
W/O I-605 Improve
Growth (2020-2022)
Out Dist. %
AM PM Balance Cars Balance Trucks
In Dist. %
Growth (2020-2022)
Growth (2022-2042) Build Out (W/O
Project)
Build Out With
Project

AM PM AM PM
W/O I-605 Improve With I-605 Improve
Existing With Project
W/O I-605 Improve
PM

AM PM PM
With I-605 Improve With I-605 Improve With I-605 Improve With I-605 Improve Out Dist. %
AM PM Balance Cars
With I-605 Improve
In Dist. %
Existing Existing Project Only
W/O I-605 Improve
Page D-20
8 OY Year: 2022
Ambient Growth: 0.4%
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.4% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 9 6 9 6 0 0 0 0 0 0
NBT 33 98 33 98 0 0 0 0 0 0
NBR 64 123 64 123 0 0 0 0 0 0
SBL 366 225 366 225 15% 35% 1 6 4 12 6 18 10
SBT 107 91 107 91 0 0 0 0 0 0
SBR 260 254 190 180 0 0 0 0 0 0
EBL 101 96 101 96 0 0 0 0 0 0
EBT 1,250 1,574 1,250 1,574 40% 10% 16 9 4 2 20 11
EBR 28 5 28 5 0 0 0 0 0 0
WBL 68 62 68 62 0 0 0 0 0 0
WBT 1,348 905 1,507 1,014 40% 10% 6 18 1 4 7 22
WBR 208 214 208 214 0 0 0 0 0 0

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 9 6 0 0
NBT 0 0 0 0 0 0 33 98 0 1
NBR 0 0 0 0 0 0 64 123 1 1
SBL 0 0 0 0 0 0 384 235 3 2
SBT 0 0 0 0 0 0 107 91 1 1
SBR 0 0 0 0 0 0 260 254 2 2
EBL 0 0 0 0 0 0 101 96 1 1
EBT 40% 10% 16 9 4 2 20 11 1,270 1,585 10 13
EBR 0 0 0 0 0 0 28 5 0 0
WBL 0 0 0 0 0 0 68 62 1 0
WBT 40% 10% 6 18 1 4 7 22 1,355 927 11 7
WBR 0 0 0 0 0 0 208 214 2 2
NBL 0 0 9 6 9 6 9 6 9 6 0 0 0 0 9 6 9 6
NBT 0 1 33 99 33 99 33 99 33 99 0 0 0 0 33 99 33 99
NBR 1 1 65 124 65 124 65 124 65 124 0 0 0 0 65 124 65 124 SBL 3 2 369 227 369 227 387 237 369 227 4 21 5 32 373 248 374 259 SBT 1 1 108 92 108 92 108 92 108 92 0 0 0 0 108 92 108 92 SBR 2 1 262 256 192 181 262 256 192 181 4 27 4 25 266 283 196 206 EBL 1 1 102 97 102 97 102 97 102 97 26 5 26 5 128 102 128 102 EBT 10 13 1,260 1,587 1,260 1,587 1,280 1,598 1,280 1,598 30 26 31 26 1,290 1,613 1,291 1,613 EBR 0 0 28 5 28 5 28 5 28 5 0 0 0 0 28 5 28 5
WBL 1 0 69 62 69 62 69 62 69 62 0 0 0 0 69 62 69 62
WBT 12 8 1,359 912 1,519 1,022 1,366 934 1,526 1,044 26 28 26 30 1,385 940 1,545 1,052 WBR 2 2 210 216 210 216 210 216 210 216 22 4 33 6 232 220 243 222 NBL 9 6 9 6 1 0 10 6 10 6
NBT 33 99 33 99 3 8 36 107 36 107
NBR 65 124 65 124 5 10 70 134 70 134
SBL 391 258 374 259 30 18 404 277 404 277
SBT 108 92 108 92 9 7 117 99 117 99
SBR 266 283 196 206 15 14 211 220 211 220
EBL 128 102 128 102 8 8 136 110 136 110
EBT 1,310 1,624 1,311 1,624 101 127 1,392 1,740 1,412 1,751 EBR 28 5 28 5 2 0 30 5 30 5
WBL 69 62 69 62 6 5 75 67 75 67
WBT 1,392 962 1,552 1,074 121 83 1,666 1,135 1,673 1,157 WBR 232 220 243 222 17 17 260 239 260 239
San Gabriel River Pkwy / Beverly Blvd
AM

AM PM AM PM
Study Intersection: Trip Gen
Forecast Cumulative
(W/O Project)
Forecast Cumulative
(W/O Project)
W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve AM PM
Opening Year (W/O
Project) Growth (2020-2022)
With I-605 Improve
In Dist. % Out Dist. %
AM PM

AM PM AM PM AM PM AM PM AM PM AM PM PM AM
Balance Trucks
Opening Year With
Project
Opening Year With
Project
Cumulative Projects
Only
Cumulative Projects
Only
PM
Growth (2020-2022)
North/South: San Gabriel River Pkwy ADT
AM Peak Hour PM Peak Hour
East/West: Beverly Blvd
Project Only
AM PM
In Dist. %
AM PM
With I-605 Improve
With I-605 Improve W/O I-605 Improve With I-605 Improve W/O I-605 Improve Opening Year (W/O
Project)

AM PM AM
W/O I-605 Improve With I-605 Improve With I-605 Improve With I-605 Improve With I-605 Improve Forecast Cumulative
With Project
Forecast Cumulative
With Project Growth (2022-2042) Build Out (W/O Project) Build Out With
Project
Existing With Project
W/O I-605 Improve W/O I-605 Improve
Existing Existing Project Only
W/O I-605 Improve With I-605 Improve W/O I-605 Improve
Out Dist. %
AM PM Balance Cars Balance Trucks

AM PM PM AM PM AM PM
Balance Cars
Page D-21
9 OY Year: 2022
Ambient Growth: 0.4%
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.4% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 2 25 2 25 0 0 0 0 0 0
NBT 17 38 17 38 0 0 0 0 0 0
NBR 50 38 50 38 0 0 0 0 0 0
SBL 99 65 99 65 0 0 0 0 0 0
SBT 35 36 35 36 0 0 0 0 0 0
SBR 52 54 52 54 0 0 0 0 0 0
EBL 18 49 18 49 0 0 0 0 0 0
EBT 1,186 1,549 1,186 1,549 40% 10% 16 9 4 2 20 11
EBR 11 31 11 31 0 0 0 0 0 0
WBL 52 58 66 67 0 0 0 0 0 0
WBT 1,521 1,031 1,595 1,056 40% 10% 6 18 1 4 7 22
WBR 70 62 70 62 0 0 0 0 0 0

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 2 25 0 0
NBT 0 0 0 0 0 0 17 38 0 0
NBR 0 0 0 0 0 0 50 38 0 0
SBL 0 0 0 0 0 0 99 65 1 1
SBT 0 0 0 0 0 0 35 36 0 0
SBR 0 0 0 0 0 0 52 54 0 0
EBL 0 0 0 0 0 0 18 49 0 0
EBT 40% 10% 16 9 4 2 20 11 1,206 1,560 9 12
EBR 0 0 0 0 0 0 11 31 0 0
WBL 0 0 0 0 0 0 52 58 0 0
WBT 40% 10% 6 18 1 4 7 22 1,528 1,053 12 8
WBR 0 0 0 0 0 0 70 62 1 0
NBL 0 0 2 25 2 25 2 25 2 25 0 0 0 0 2 25 2 25
NBT 0 0 17 38 17 38 17 38 17 38 0 0 0 0 17 38 17 38
NBR 0 0 50 38 50 38 50 38 50 38 2 4 2 4 52 42 52 42
SBL 1 1 100 66 100 66 100 66 100 66 2 1 2 1 102 67 102 67 SBT 0 0 35 36 35 36 35 36 35 36 0 0 0 0 35 36 35 36
SBR 0 0 52 54 52 54 52 54 52 54 0 0 0 0 52 54 52 54
EBL 0 0 18 49 18 49 18 49 18 49 0 0 0 0 18 49 18 49
EBT 9 12 1,195 1,561 1,195 1,561 1,215 1,572 1,215 1,572 52 26 53 26 1,247 1,587 1,248 1,587 EBR 0 0 11 31 11 31 11 31 11 31 0 0 0 0 11 31 11 31
WBL 1 1 52 58 67 68 52 58 67 68 3 4 3 4 55 62 70 72
WBT 13 8 1,533 1,039 1,608 1,064 1,540 1,061 1,615 1,086 27 49 27 49 1,560 1,088 1,635 1,113 WBR 1 0 71 62 71 62 71 62 71 62 0 2 0 2 71 64 71 64
NBL 2 25 2 25 0 2 2 27 2 27
NBT 17 38 17 38 1 3 18 41 18 41
NBR 52 42 52 42 4 3 56 45 56 45
SBL 102 67 102 67 8 5 110 72 110 72
SBT 35 36 35 36 3 3 38 39 38 39
SBR 52 54 52 54 4 4 56 58 56 58
EBL 18 49 18 49 1 4 19 53 19 53
EBT 1,267 1,598 1,268 1,598 96 125 1,344 1,712 1,364 1,723 EBR 11 31 11 31 1 2 12 33 12 33
WBL 55 62 70 72 5 5 75 77 75 77
WBT 1,567 1,110 1,642 1,135 129 85 1,764 1,198 1,771 1,220 WBR 71 64 71 64 6 5 77 69 77 69
Forecast Cumulative
(W/O Project)
Forecast Cumulative
(W/O Project)
W/O I-605 Improve With I-605 Improve
AM PM
Balance Trucks
PM
With I-605 Improve W/O I-605 Improve W/O I-605 Improve
AM PM

AM PM AM PM
With I-605 Improve With I-605 Improve With I-605 Improve PM
Growth (2020-2022)

AM PM AM PM AM PM

AM PM AM
AM

PM AM PM

AM PM AM PM
AM
Existing With Project
Growth (2020-2022)
With I-605 Improve
Study Intersection: Trip Gen
North/South: Durfee Ave ADT
AM Peak Hour PM Peak Hour
East/West: Beverly Blvd
Durfee Ave / Beverly Blvd
Project Only
AM PM
In Dist. %
In Dist. % Out Dist. %
AM PM Balance Cars
Opening Year (W/O
Project)
Opening Year (W/O
Project)
Cumulative Projects
Only
Cumulative Projects
Only
W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve

AM PM AM PM
Growth (2022-2042) Build Out (W/O
Project)
Build Out With
Project
W/O I-605 Improve With I-605 Improve
W/O I-605 Improve With I-605 Improve
Opening Year With
Project
Opening Year With
Project
Forecast Cumulative
With Project
Forecast Cumulative
With Project
Existing Existing Project Only
W/O I-605 Improve With I-605 Improve W/O I-605 Improve
Out Dist. %
AM PM Balance Cars Balance Trucks AM PM
Page D-22
10 OY Year: 2022
Ambient Growth: 0.4%
Years till opening: 2 Total In Out Total In Out
Forecast Growth: 0.4% Cars 55 40 15 68 23 45
Years till BO: 20 Trucks 49 35 14 59 17 43

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 136 145 136 145 0 0 0 0 0 0
NBT 863 797 863 797 0 0 0 0 0 0
NBR 144 221 144 221 5% 2% 2 1 1 0 3 1
SBL 326 414 326 414 5% 3% 2 1 1 1 3 2
SBT 744 885 744 885 0 0 0 0 0 0
SBR 74 88 74 88 0 0 0 0 0 0
EBL 131 153 131 153 0 0 0 0 0 0
EBT 720 1,062 720 1,062 30% 5% 12 7 2 1 14 8
EBR 114 153 114 153 0 0 0 0 0 0
WBL 168 217 202 232 5% 2% 1 2 0 1 1 3
WBT 1,024 692 1,063 702 30% 5% -1 4 14 1 2 5 16
WBR 376 243 376 243 5% 3% 1 2 0 1 1 3

AM PM AM PM AM PM AM PM
Cars Trucks Cars Trucks Cars Cars Trucks Trucks
NBL 0 0 0 0 0 0 136 145 1 1
NBT 0 0 0 0 0 0 863 797 7 6
NBR 5% 2% 2 1 1 0 3 1 147 222 1 2
SBL 5% 3% 2 1 1 1 3 2 329 416 3 3
SBT 0 0 0 0 0 0 744 885 6 7
SBR 0 0 0 0 0 0 74 88 1 1
EBL 0 0 0 0 0 0 131 153 1 1
EBT 30% 5% 12 7 2 1 14 8 734 1,070 6 8
EBR 0 0 0 0 0 0 114 153 1 1
WBL 5% 2% 1 2 0 1 1 3 169 220 1 2
WBT 30% 5% -1 4 14 1 2 5 16 1,029 708 8 6
WBR 5% 3% 1 2 0 1 1 3 377 246 3 2
NBL 1 1 137 146 137 146 137 146 137 146 14 12 14 12 151 158 151 158 NBT 7 6 870 803 870 803 870 803 870 803 21 22 21 22 891 825 891 825 NBR 1 2 145 223 145 223 148 224 148 224 25 16 25 16 170 239 170 239 SBL 3 3 329 417 329 417 332 419 332 419 9 2 9 2 338 419 338 419 SBT 6 7 750 892 750 892 750 892 750 892 17 15 17 15 767 907 767 907 SBR 1 1 75 89 75 89 75 89 75 89 4 3 4 3 79 92 79 92
EBL 1 1 132 154 132 154 132 154 132 154 4 3 4 3 136 157 136 157 EBT 6 8 726 1,070 726 1,070 740 1,078 740 1,078 18 7 19 7 744 1,077 745 1,077 EBR 1 1 115 154 115 154 115 154 115 154 14 13 14 13 129 167 129 167 WBL 2 2 169 219 204 234 170 222 205 237 18 23 19 23 187 242 223 257 WBT 9 6 1,032 698 1,072 708 1,037 714 1,077 724 7 17 7 17 1,039 715 1,079 725 WBR 3 2 379 245 379 245 380 248 380 248 2 9 2 9 381 254 381 254 NBL 151 158 151 158 11 12 162 170 162 170
NBT 891 825 891 825 70 64 961 889 961 889
NBR 173 240 173 240 12 18 182 257 185 258
SBL 341 421 341 421 26 33 364 452 367 454
SBT 767 907 767 907 60 71 827 978 827 978
SBR 79 92 79 92 6 7 85 99 85 99
EBL 136 157 136 157 11 12 147 169 147 169
EBT 758 1,085 759 1,085 58 86 803 1,163 817 1,171
EBR 129 167 129 167 9 12 138 179 138 179
WBL 188 245 224 260 16 19 239 276 240 279
WBT 1,044 731 1,084 741 86 57 1,165 782 1,170 798
WBR 382 257 382 257 30 20 411 274 412 277
Forecast Cumulative
(W/O Project)
Forecast Cumulative
(W/O Project)
W/O I-605 Improve With I-605 Improve
AM PM
Balance Trucks
PM
With I-605 Improve W/O I-605 Improve W/O I-605 Improve
AM PM

AM PM AM PM
With I-605 Improve With I-605 Improve With I-605 Improve PM
Growth (2020-2022)

AM PM AM PM AM PM

AM PM AM
AM

PM AM PM

AM PM AM PM
AM
Existing With Project
Growth (2020-2022)
With I-605 Improve
Study Intersection: Trip Gen
North/South: Rosemead Blvd ADT
AM Peak Hour PM Peak Hour
East/West: Beverly Blvd
Rosemead Blvd / Beverly Blvd
Project Only
AM PM
In Dist. %
In Dist. % Out Dist. %
AM PM Balance Cars
Opening Year (W/O
Project)
Opening Year (W/O
Project)
Cumulative Projects
Only
Cumulative Projects
Only
W/O I-605 Improve With I-605 Improve W/O I-605 Improve With I-605 Improve

AM PM AM PM
Growth (2022-2042) Build Out (W/O
Project)
Build Out With
Project
W/O I-605 Improve With I-605 Improve
W/O I-605 Improve With I-605 Improve
Opening Year With
Project
Opening Year With
Project
Forecast Cumulative
With Project
Forecast Cumulative
With Project
Existing Existing Project Only
W/O I-605 Improve With I-605 Improve W/O I-605 Improve
Out Dist. %
AM PM Balance Cars Balance Trucks AM PM
Page D-23
Rate: 1.429
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 19,194 -- 27,400 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 23,844 -- 34,100 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 24,614 -- 35,200 4 Beverly Blvd between San Gabriel Blvd and I-605 SB Ramp 27,086 -- 38,700 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd -- 29,181 41,700 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd -- 24,372 34,800 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd -- 26,744 38,200 8 Rosemead Blvd north of Beverly Blvd -- 22,407 32,000
9 Rosemead Blvd south of Beverly Blvd -- 21,105 30,200
10 San Gabriel River Pkwy north of Beverly Blvd -- 8,314 11,900 11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd -- 11,681 16,700 Existing ADT (W/O I-605 Improvements)
2020 ADT Estimate
(Veh)
2020 COVID-19 Adjusted ADT
Rounded (Veh) ID Segment 2020 ADT Count (Veh) COVID-19 Growth 8,234
10,22910,55911,62012,519
5,011
10,45611,473
9,6139,0543,567
Page D-24
Rate: 1.429
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 20,047 28,600 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 24,785 35,400 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 25,274 36,100 4 Beverly Blvd between San Gabriel Blvd and I-605 SB Ramp 27,753 39,700 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 29,181 41,700 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 24,372 34,800 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 26,744 38,200 8 Rosemead Blvd north of Beverly Blvd 22,407 32,000
9 Rosemead Blvd south of Beverly Blvd 21,279 30,400
10 San Gabriel River Pkwy north of Beverly Blvd 7,442 10,600 11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 11,681 16,700 Existing ADT (With I-605 Improvements)
11,473
9,6139,1293,193
ID Segment 2020 ADT Estimate (Veh) COVID-19 Growth 2020 COVID-19 Adjusted ADT Rounded (Veh) 5,0118,600
10,63310,84311,90612,51910,456
Page D-25
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 196 200 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 268 300 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 268 3004 Beverly Blvd between San Gabriel Blvd and I-605 SB Ramp 463 5005 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 317 3006 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 93 1007 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 93 1008 Rosemead Blvd north of Beverly Blvd 37 1009 Rosemead Blvd south of Beverly Blvd 35 100 10 San Gabriel River Pkwy north of Beverly Blvd 81 10011 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 224 200 2020 ADT Estimate
Rounded (Veh)
Project Only ADT (W/O I-605 Improvements)
ID Segment 2020 ADT Estimate (Veh)
Page D-26
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 196 200 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 268 300 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 268 3004 Beverly Blvd between San Gabriel Blvd and I-605 SB Ramp 544 5005 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 317 3006 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 93 1007 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 93 1008 Rosemead Blvd north of Beverly Blvd 37 1009 Rosemead Blvd south of Beverly Blvd 35 100 10 San Gabriel River Pkwy north of Beverly Blvd 0 011 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 224 200 2020 ADT Estimate
Rounded (Veh)
Project Only ADT (With I-605 Improvements)
ID Segment 2020 ADT Estimate (Veh)
Page D-27
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 694 700 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 872 900 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 985 1,0004 Beverly Blvd between San Gabriel Blvd and I-605 SB Ramp 927 9005 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 806 8006 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 666 7007 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 342 3008 Rosemead Blvd north of Beverly Blvd 722 7009 Rosemead Blvd south of Beverly Blvd 1,870 1,900 10 San Gabriel River Pkwy north of Beverly Blvd 484 50011 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 148 100 ADT Estimate
Rounded (Veh)
Cumulative Project Only ADT (W/O I-605 Improvements)
ID Segment ADT Estimate (Veh)
Page D-28
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 694 700 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 872 900 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 985 1,0004 Beverly Blvd between San Gabriel Blvd and I-605 SB Ramp 1,056 1,1005 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 863 9006 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 670 7007 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 342 3008 Rosemead Blvd north of Beverly Blvd 722 7009 Rosemead Blvd south of Beverly Blvd 1,870 1,900 10 San Gabriel River Pkwy north of Beverly Blvd 569 60011 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 201 200 ADT Estimate
Rounded (Veh)
Cumulative Project Only ADT (With I-605 Improvements)
ID Segment ADT Estimate (Veh)
Page D-29
Existing Existing Project Only Project Only Existing With Project Growth (2020- 2022) Growth (2020- 2022) Opening Year (W/O Project) Opening Year (W/O Project) Opening Year With Project Opening Year With Project Cumulative Projects Only Cumulative Projects Only Forecast Cumulative (W/O Project) Forecast Cumulative (W/O Project) Forecast Cumulative With Project Forecast Cumulative With Project Growth (2022- 2042) Build Out (W/O Project) Build Out With Project W/O I-605
Improve
With I-605
Improve
W/O I-605
Improve
With I-605
Improve
W/O I-605
Improve
W/O I-605
Improve
With I-605
Improve
W/O I-605
Improve
With I-605
Improve
W/O I-605
Improve
With I-605
Improve
W/O I-605
Improve
With I-605
Improve
W/O I-605
Improve
With I-605
Improve
W/O I-605
Improve
With I-605
Improve
With I-605
Improve
With I-605
Improve
With I-605
Improve
1 Beverly Blvd between
Paramount Blvd and
Rosemead Blvd
27,400 28,600 200 200 27,600 219 229 27,600 28,800 27,800 29,000 700 700 28,300 29,500 28,500 29,700 2,304 31,800 32,000 2 Beverly Blvd between
Rosemead Blvd and Durfee
Ave
34,100 35,400 300 300 34,400 273 283 34,400 35,700 34,700 36,000 900 900 35,300 36,600 35,600 36,900 2,856 39,400 39,700 3 Beverly Blvd between Durfee
Ave and San Gabriel River
Pkwy
35,200 36,100 300 300 35,500 282 289 35,500 36,400 35,800 36,700 1,000 1,000 36,500 37,400 36,800 37,700 2,912 40,300 40,600 4 Beverly Blvd between San
Gabriel Blvd and I-605 SB
Ramp
38,700 39,700 500 500 39,200 310 318 39,000 40,000 39,500 40,500 900 1,100 39,900 41,100 40,400 41,600 3,200 44,300 44,800 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 41,700 41,700 300 300 42,000 334 334 42,000 42,000 42,300 42,300 800 900 42,800 42,900 43,100 43,200 3,360 46,300 46,6006 Beverly Blvd between Pioneer
Blvd and Norwalk
Blvd/Workman Mill Rd
34,800 34,800 100 100 34,900 278 278 35,100 35,100 35,200 35,200 700 700 35,800 35,800 35,900 35,900 2,808 38,600 38,700 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,200 38,200 100 100 38,300 306 306 38,500 38,500 38,600 38,600 300 300 38,800 38,800 38,900 38,900 3,080 41,900 42,0008 Rosemead Blvd north of Beverly Blvd 32,000 32,000 100 100 32,100 256 256 32,300 32,300 32,400 32,400 700 700 33,000 33,000 33,100 33,100 2,584 35,500 35,6009 Rosemead Blvd south of Beverly Blvd 30,200 30,400 100 100 30,300 242 243 30,400 30,600 30,500 30,700 1,900 1,900 32,300 32,500 32,400 32,600 2,448 35,000 35,100 10 San Gabriel River Pkwy north of Beverly Blvd 11,900 10,600 100 0 12,000 95 85 12,000 10,700 12,100 10,700 500 600 12,500 11,300 12,600 11,300 856 12,100 12,10011 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 16,700 16,700 200 200 16,900 134 134 16,800 16,800 17,000 17,000 100 200 16,900 17,000 17,100 17,200 1,344 18,400 18,600 Notes: 1) All ADT volumes shown are in total vehicles (not adjusted to PCEs). 2) All ADT volumes are adjusted for COVID-19 impacts.3) Growth calculated linearly 0.4% per year.4) All volumes rounded to the nearest 100. Volumes may vary slighlty due to rounding.5) Scenarios include conditions without and with planned I-605 interchange improvement project under Opening Year conditions.

Average Daily Traffic Volumes (ADTs)
ID Segment
Page D-30
N
Cumulative Projects Map
1 2
3 4
5 6
7 8
9 10
11 12
Appendix E:

Revised Trip Generation Comparison
Rate In / Out Rate In / Out
Passenger Car 69.0% 1.201 / KSF 0.117 0.131
2 Axle Truck 6.8% 0.118 / KSF 0.012 0.013
3 Axle Truck 5.5% 0.096 / KSF 0.009 0.010
4+ Axle Truck 18.7% 0.325 / KSF 0.032 0.036
Total Truck 31.0% 0.539 / KSF 0.053 0.059

1.74 / KSF 0.170 0.190
Mini-Warehouse 151 Passenger Car 100% 1.51 / KSF 0.10 60% / 40% 0.17 47% / 53% Copy, Print, Express
Ship Store 920 Passenger Car 100% 74.2 / KSF 2.78 75% / 25% 7.42 44% / 56% Trip Generation Rates
/ /
Total
Warehousing 150
AM Peak Hour PM Peak Hour Land Use ITE Code Vehicle Type Breakdown Daily Trips Rate 73%
Note: Values may vary slightly due to rounding.
77% 23% 27%
Page E-1
Volume In Out Volume In Out
Passenger Car 69.0% 430 42 32 10 47 13 34
2 Axle Truck 6.8% 42 4 3 1 5 1 4
3 Axle Truck 5.5% 34 3 2 1 4 1 3
4+ Axle Truck 18.7% 116 11 8 3 13 4 9
Total Truck 31.0% 192 18 13 5 22 6 16
622 60 45 15 69 19 50
Mini-Warehouse 151 126.00 KSF Passenger Car 100% 190 13 8 5 21 10 11 812 73 53 20 90 29 61
Volume In Out Volume In Out
Passenger Car 69.0% 430 42 32 10 47 13 34
2 Axle Truck 6.8% 84 8 6 2 10 2 8
3 Axle Truck 5.5% 85 8 5 3 10 3 8
4+ Axle Truck 18.7% 348 33 24 9 39 12 27
Total Truck 31.0% 517 49 35 14 59 17 43
947 91 67 24 106 30 77
Mini-Warehouse 151 Passenger Car 100% 190 13 8 5 21 10 11 Total 1137 104 75 29 127 40 88

1.0 Total

1.0 2.0

2.5 3.0
Warehousing 150
Daily Trips AM Peak Hour PM Peak Hour
Warehousing 150
Total
357.62
Total
Note: Values may vary slightly due to rounding.

Original Site Plan
Note: Values may vary slightly due to rounding.

Trip Generation (Vehicles)
Land Use ITE Code Vehicle Type Breakdown Daily Trips AM Peak Hour PM Peak Hour Intensity KSF
Trip Generation (PCE)
Land Use ITE Code PCE Vehicle Type Breakdown
Page E-2
Volume In Out Volume In Out
Passenger Car 69.0% 430 42 32 10 47 13 34
2 Axle Truck 6.8% 42 4 3 1 5 1 4
3 Axle Truck 5.5% 34 3 2 1 4 1 3
4+ Axle Truck 18.7% 116 11 8 3 13 4 9
Total Truck 31.0% 192 18 13 5 22 6 16
622 60 45 15 69 19 50
Copy, Print, Express
Ship Store 920 2.50 KSF Passenger Car 100% 186 7 5 2 19 8 11 808 67 50 17 88 27 61
Volume In Out Volume In Out
Passenger Car 69.0% 430 42 32 10 47 13 34
2 Axle Truck 6.8% 84 8 6 2 10 2 8
3 Axle Truck 5.5% 85 8 5 3 10 3 8
4+ Axle Truck 18.7% 348 33 24 9 39 12 27
Total Truck 31.0% 517 49 35 14 59 17 43
947 91 67 24 106 30 77
Copy, Print, Express
Ship Store 151 Passenger Car 100% 186 7 5 2 19 8 11
1133 98 72 26 125 38 88
Total

1.0 Total
Note: Values may vary slightly due to rounding.

Warehousing 150

1.0 2.0

2.5 3.0
Note: Values may vary slightly due to rounding.

Trip Generation (PCE)
Land Use ITE Code PCE Vehicle Type Breakdown Daily Trips AM Peak Hour PM Peak Hour Total
Revised Site Plan
Trip Generation (Vehicles)
Land Use ITE Code Intensity Vehicle Type Breakdown Daily Trips AM Peak Hour PM Peak Hour Warehousing 150 357.903 KSF
Total
Page E-3
Volume In Out Volume In Out
Original Site Plan 1137 104 75 29 127 40 88
Revised Site Plan 1133 98 72 26 125 38 88
Difference -4 -6 -3 -3 -2 -2
0 Daily Trips AM Peak Hour PM Peak Hour
Trip Generation Comparison (PCE)
Scenario
Page E-4
Appendix F:

ICU Worksheets
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Pioneer Blvd
East-West Street: Beverly Blvd
Peak Hour: AM
Intersection: 3
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 166 1 1,600 0.1038 NB Left 166 1 1,600 0.1038 NB Left 167 1 1,600 0.1044 NB Left 167 1 1,600 0.1044 NB Thru 131 1 1,600 0.0819 NB Thru 131 1 1,600 0.0819 NB Thru 132 1 1,600 0.0825 NB Thru 132 1 1,600 0.0825 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 85 1 1,600 0.0531 SB Left 85 1 1,600 0.0531 SB Left 86 1 1,600 0.0538 SB Left 86 1 1,600 0.0538 SB Thru 22 1 1,600 0.0138 SB Thru 22 1 1,600 0.0138 SB Thru 22 1 1,600 0.0138 SB Thru 22 1 1,600 0.0138 SB Right 730 1 0* 0.0000 SB Right 761 1 0* 0.0000 SB Right 736 1 0* 0.0000 SB Right 736 1 0* 0.0000 EB Left 285 1 1,600 0.1781 EB Left 292 1 1,600 0.1825 EB Left 287 1 1,600 0.1794 EB Left 287 1 1,600 0.1794 EB Thru 1,142 2 3,200 0.3569 EB Thru 1,144 2 3,200 0.3575 EB Thru 1,151 2 3,200 0.3597 EB Thru 1,151 2 3,200 0.3597 EB Right 66 1 1,600 0.0413 EB Right 66 1 1,600 0.0413 EB Right 67 1 1,600 0.0419 EB Right 67 1 1,600 0.0419 WB Left 22 1 1,600 0.0138 WB Left 22 1 1,600 0.0138 WB Left 22 1 1,600 0.0138 WB Left 22 1 1,600 0.0138 WB Thru 1,106 2 3,200 0.3456 WB Thru 1,112 2 3,200 0.3475 WB Thru 1,115 2 3,200 0.3484 WB Thru 1,115 2 3,200 0.3484 WB Right 722 1 1,600 0.4513 WB Right 722 1 1,600 0.4513 WB Right 728 1 1,600 0.4550 WB Right 728 1 1,600 0.4550 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.8087 ICU 0.8150 ICU 0.8141 ICU 0.8141

LOS D LOS D LOS D LOS D
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 167 1 1,600 0.1044 NB Left 167 1 1,600 0.1044 NB Left 167 1 1,600 0.1044 NB Left 167 1 1,600 0.1044 NB Thru 132 1 1,600 0.0825 NB Thru 132 1 1,600 0.0825 NB Thru 132 1 1,600 0.0825 NB Thru 132 1 1,600 0.0825 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 86 1 1,600 0.0538 SB Left 86 1 1,600 0.0538 SB Left 86 1 1,600 0.0538 SB Left 86 1 1,600 0.0538 SB Thru 22 1 1,600 0.0138 SB Thru 22 1 1,600 0.0138 SB Thru 22 1 1,600 0.0138 SB Thru 22 1 1,600 0.0138 SB Right 767 1 0* 0.0000 SB Right 767 1 0* 0.0000 SB Right 758 1 0* 0.0000 SB Right 758 1 0* 0.0000 EB Left 294 1 1,600 0.1838 EB Left 294 1 1,600 0.1838 EB Left 289 1 1,600 0.1806 EB Left 291 1 1,600 0.1819 EB Thru 1,153 2 3,200 0.3603 EB Thru 1,153 2 3,200 0.3603 EB Thru 1,177 2 3,200 0.3678 EB Thru 1,177 2 3,200 0.3678 EB Right 67 1 1,600 0.0419 EB Right 67 1 1,600 0.0419 EB Right 67 1 1,600 0.0419 EB Right 67 1 1,600 0.0419 WB Left 22 1 1,600 0.0138 WB Left 22 1 1,600 0.0138 WB Left 22 1 1,600 0.0138 WB Left 22 1 1,600 0.0138 WB Thru 1,121 2 3,200 0.3503 WB Thru 1,121 2 3,200 0.3503 WB Thru 1,141 2 3,200 0.3566 WB Thru 1,141 2 3,200 0.3566 WB Right 728 1 1,600 0.4550 WB Right 728 1 1,600 0.4550 WB Right 728 1 1,600 0.4550 WB Right 728 1 1,600 0.4550 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.8204 ICU 0.8204 ICU 0.8235 ICU 0.8248

LOS D LOS D LOS D LOS D
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 167 1 1,600 0.1044 NB Left 167 1 1,600 0.1044 NB Left 180 1 1,600 0.1125 NB Left 180 1 1,600 0.1125 NB Thru 132 1 1,600 0.0825 NB Thru 132 1 1,600 0.0825 NB Thru 143 1 1,600 0.0894 NB Thru 143 1 1,600 0.0894 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 86 1 1,600 0.0538 SB Left 86 1 1,600 0.0538 SB Left 93 1 1,600 0.0581 SB Left 93 1 1,600 0.0581 SB Thru 22 1 1,600 0.0138 SB Thru 22 1 1,600 0.0138 SB Thru 24 1 1,600 0.0150 SB Thru 24 1 1,600 0.0150 SB Right 789 1 0* 0.0000 SB Right 789 1 0* 0.0000 SB Right 817 1 0* 0.0000 SB Right 848 1 0* 0.0000 EB Left 296 1 1,600 0.1850 EB Left 298 1 1,600 0.1863 EB Left 314 1 1,600 0.1963 EB Left 321 1 1,600 0.2006 EB Thru 1,179 2 3,200 0.3684 EB Thru 1,179 2 3,200 0.3684 EB Thru 1,270 2 3,200 0.3969 EB Thru 1,272 2 3,200 0.3975 EB Right 67 1 1,600 0.0419 EB Right 67 1 1,600 0.0419 EB Right 72 1 1,600 0.0450 EB Right 72 1 1,600 0.0450 WB Left 22 1 1,600 0.0138 WB Left 22 1 1,600 0.0138 WB Left 24 1 1,600 0.0150 WB Left 24 1 1,600 0.0150 WB Thru 1,147 2 3,200 0.3584 WB Thru 1,147 2 3,200 0.3584 WB Thru 1,231 2 3,200 0.3847 WB Thru 1,237 2 3,200 0.3866 WB Right 728 1 1,600 0.4550 WB Right 728 1 1,600 0.4550 WB Right 786 1 1,600 0.4913 WB Right 786 1 1,600 0.4913 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.8297 ICU 0.8310 ICU 0.8785 ICU 0.8847

LOS D LOS D LOS D LOS D
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C *Channelized Lane not under signal control .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Pioneer Blvd / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-1
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Pioneer Blvd
East-West Street: Beverly Blvd
Peak Hour: PM
Intersection: 3
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 72 1 1,600 0.0450 NB Left 72 1 1,600 0.0450 NB Left 73 1 1,600 0.0456 NB Left 73 1 1,600 0.0456 NB Thru 57 1 1,600 0.0356 NB Thru 57 1 1,600 0.0356 NB Thru 57 1 1,600 0.0356 NB Thru 57 1 1,600 0.0356 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 170 1 1,600 0.1063 SB Left 170 1 1,600 0.1063 SB Left 171 1 1,600 0.1069 SB Left 171 1 1,600 0.1069 SB Thru 35 1 1,600 0.0219 SB Thru 35 1 1,600 0.0219 SB Thru 35 1 1,600 0.0219 SB Thru 35 1 1,600 0.0219 SB Right 582 1 0* 0.0000 SB Right 582 1 0* 0.0000 SB Right 587 1 0* 0.0000 SB Right 587 1 0* 0.0000 EB Left 263 1 1,600 0.1644 EB Left 263 1 1,600 0.1644 EB Left 265 1 1,600 0.1656 EB Left 265 1 1,600 0.1656 EB Thru 1,656 2 3,200 0.5175 EB Thru 1,656 2 3,200 0.5175 EB Thru 1,669 2 3,200 0.5216 EB Thru 1,669 2 3,200 0.5216 EB Right 200 1 1,600 0.1250 EB Right 200 1 1,600 0.1250 EB Right 202 1 1,600 0.1263 EB Right 202 1 1,600 0.1263 WB Left 23 1 1,600 0.0144 WB Left 23 1 1,600 0.0144 WB Left 23 1 1,600 0.0144 WB Left 23 1 1,600 0.0144 WB Thru 678 2 3,200 0.2119 WB Thru 678 2 3,200 0.2119 WB Thru 682 2 3,200 0.2131 WB Thru 682 2 3,200 0.2131 WB Right 308 1 1,600 0.1925 WB Right 308 1 1,600 0.1925 WB Right 310 1 1,600 0.1938 WB Right 310 1 1,600 0.1938 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.8238 ICU 0.8238 ICU 0.8285 ICU 0.8285

LOS D LOS D LOS D LOS D
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 73 1 1,600 0.0456 NB Left 73 1 1,600 0.0456 NB Left 73 1 1,600 0.0456 NB Left 73 1 1,600 0.0456 NB Thru 57 1 1,600 0.0356 NB Thru 57 1 1,600 0.0356 NB Thru 57 1 1,600 0.0356 NB Thru 57 1 1,600 0.0356 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 171 1 1,600 0.1069 SB Left 171 1 1,600 0.1069 SB Left 171 1 1,600 0.1069 SB Left 171 1 1,600 0.1069 SB Thru 35 1 1,600 0.0219 SB Thru 35 1 1,600 0.0219 SB Thru 35 1 1,600 0.0219 SB Thru 35 1 1,600 0.0219 SB Right 603 1 0* 0.0000 SB Right 603 1 0* 0.0000 SB Right 593 1 0* 0.0000 SB Right 593 1 0* 0.0000 EB Left 287 1 1,600 0.1794 EB Left 287 1 1,600 0.1794 EB Left 266 1 1,600 0.1663 EB Left 277 1 1,600 0.1731 EB Thru 1,676 2 3,200 0.5238 EB Thru 1,676 2 3,200 0.5238 EB Thru 1,693 2 3,200 0.5291 EB Thru 1,693 2 3,200 0.5291 EB Right 202 1 1,600 0.1263 EB Right 202 1 1,600 0.1263 EB Right 202 1 1,600 0.1263 EB Right 202 1 1,600 0.1263 WB Left 23 1 1,600 0.0144 WB Left 23 1 1,600 0.0144 WB Left 23 1 1,600 0.0144 WB Left 23 1 1,600 0.0144 WB Thru 685 2 3,200 0.2141 WB Thru 685 2 3,200 0.2141 WB Thru 708 2 3,200 0.2213 WB Thru 708 2 3,200 0.2213 WB Right 310 1 1,600 0.1938 WB Right 310 1 1,600 0.1938 WB Right 310 1 1,600 0.1938 WB Right 310 1 1,600 0.1938 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.8307 ICU 0.8307 ICU 0.8360 ICU 0.8360

LOS D LOS D LOS D LOS D
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 73 1 1,600 0.0456 NB Left 73 1 1,600 0.0456 NB Left 79 1 1,600 0.0494 NB Left 79 1 1,600 0.0494 NB Thru 57 1 1,600 0.0356 NB Thru 57 1 1,600 0.0356 NB Thru 62 1 1,600 0.0388 NB Thru 62 1 1,600 0.0388 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 171 1 1,600 0.1069 SB Left 171 1 1,600 0.1069 SB Left 185 1 1,600 0.1156 SB Left 185 1 1,600 0.1156 SB Thru 35 1 1,600 0.0219 SB Thru 35 1 1,600 0.0219 SB Thru 38 1 1,600 0.0238 SB Thru 38 1 1,600 0.0238 SB Right 609 1 0* 0.0000 SB Right 609 1 0* 0.0000 SB Right 640 1 0* 0.0000 SB Right 656 1 0* 0.0000 EB Left 288 1 1,600 0.1800 EB Left 299 1 1,600 0.1869 EB Left 298 1 1,600 0.1863 EB Left 320 1 1,600 0.2000 EB Thru 1,700 2 3,200 0.5313 EB Thru 1,700 2 3,200 0.5313 EB Thru 1,827 2 3,200 0.5709 EB Thru 1,834 2 3,200 0.5731 EB Right 202 1 1,600 0.1263 EB Right 202 1 1,600 0.1263 EB Right 218 1 1,600 0.1363 EB Right 218 1 1,600 0.1363 WB Left 23 1 1,600 0.0144 WB Left 23 1 1,600 0.0144 WB Left 25 1 1,600 0.0156 WB Left 25 1 1,600 0.0156 WB Thru 711 2 3,200 0.2222 WB Thru 711 2 3,200 0.2222 WB Thru 763 2 3,200 0.2384 WB Thru 766 2 3,200 0.2394 WB Right 310 1 1,600 0.1938 WB Right 310 1 1,600 0.1938 WB Right 335 1 1,600 0.2094 WB Right 335 1 1,600 0.2094 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.8382 ICU 0.8382 ICU 0.8909 ICU 0.8931

LOS D LOS D LOS D LOS D
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C *Channelized Lane not under signal control .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Pioneer Blvd / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-2
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Norwalk Blvd/Workman Mill
East-West Street: Beverly Blvd
Peak Hour: AM
Intersection: 4
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 284 1 1,600 0.1775 NB Left 284 1 1,600 0.1775 NB Left 286 1 1,600 0.1788 NB Left 286 1 1,600 0.1788 NB Thru 357 2 3,200 0.1116 NB Thru 357 2 3,200 0.1116 NB Thru 359 2 3,200 0.1122 NB Thru 359 2 3,200 0.1122 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 322 2 2,880 0.1118 SB Left 322 2 2,880 0.1118 SB Left 325 2 2,880 0.1128 SB Left 325 2 2,880 0.1128 SB Thru 384 2 3,200 0.1200 SB Thru 384 2 3,200 0.1200 SB Thru 387 2 3,200 0.1209 SB Thru 387 2 3,200 0.1209 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 112 1 1,600 0.0700 EB Left 112 1 1,600 0.0700 EB Left 113 1 1,600 0.0706 EB Left 113 1 1,600 0.0706 EB Thru 963 2 3,200 0.3009 EB Thru 965 2 3,200 0.3016 EB Thru 971 2 3,200 0.3034 EB Thru 971 2 3,200 0.3034 EB Right 191 1 1,600 0.1194 EB Right 191 1 1,600 0.1194 EB Right 193 1 1,600 0.1206 EB Right 193 1 1,600 0.1206 WB Left 64 1 1,600 0.0400 WB Left 64 1 1,600 0.0400 WB Left 65 1 1,600 0.0406 WB Left 65 1 1,600 0.0406 WB Thru 1,421 2 3,200 0.4441 WB Thru 1,427 2 3,200 0.4459 WB Thru 1,432 2 3,200 0.4475 WB Thru 1,432 2 3,200 0.4475 WB Right 282 1 1,600 0.1763 WB Right 282 1 1,600 0.1763 WB Right 284 1 1,600 0.1775 WB Right 284 1 1,600 0.1775 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9616 ICU 0.9634 ICU 0.9678 ICU 0.9678

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 286 1 1,600 0.1788 NB Left 286 1 1,600 0.1788 NB Left 292 1 1,600 0.1825 NB Left 292 1 1,600 0.1825 NB Thru 359 2 3,200 0.1122 NB Thru 359 2 3,200 0.1122 NB Thru 359 2 3,200 0.1122 NB Thru 359 2 3,200 0.1122 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 325 2 2,880 0.1128 SB Left 325 2 2,880 0.1128 SB Left 325 2 2,880 0.1128 SB Left 325 2 2,880 0.1128 SB Thru 387 2 3,200 0.1209 SB Thru 387 2 3,200 0.1209 SB Thru 387 2 3,200 0.1209 SB Thru 387 2 3,200 0.1209 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 113 1 1,600 0.0706 EB Left 113 1 1,600 0.0706 EB Left 113 1 1,600 0.0706 EB Left 113 1 1,600 0.0706 EB Thru 973 2 3,200 0.3041 EB Thru 973 2 3,200 0.3041 EB Thru 978 2 3,200 0.3056 EB Thru 978 2 3,200 0.3056 EB Right 193 1 1,600 0.1206 EB Right 193 1 1,600 0.1206 EB Right 199 1 1,600 0.1244 EB Right 199 1 1,600 0.1244 WB Left 65 1 1,600 0.0406 WB Left 65 1 1,600 0.0406 WB Left 65 1 1,600 0.0406 WB Left 65 1 1,600 0.0406 WB Thru 1,438 2 3,200 0.4494 WB Thru 1,438 2 3,200 0.4494 WB Thru 1,439 2 3,200 0.4497 WB Thru 1,439 2 3,200 0.4497 WB Right 284 1 1,600 0.1775 WB Right 284 1 1,600 0.1775 WB Right 284 1 1,600 0.1775 WB Right 284 1 1,600 0.1775 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9697 ICU 0.9697 ICU 0.9737 ICU 0.9737

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 292 1 1,600 0.1825 NB Left 292 1 1,600 0.1825 NB Left 315 1 1,600 0.1969 NB Left 315 1 1,600 0.1969 NB Thru 359 2 3,200 0.1122 NB Thru 359 2 3,200 0.1122 NB Thru 388 2 3,200 0.1213 NB Thru 388 2 3,200 0.1213 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 325 2 2,880 0.1128 SB Left 325 2 2,880 0.1128 SB Left 351 2 2,880 0.1219 SB Left 351 2 2,880 0.1219 SB Thru 387 2 3,200 0.1209 SB Thru 387 2 3,200 0.1209 SB Thru 418 2 3,200 0.1306 SB Thru 418 2 3,200 0.1306 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 113 1 1,600 0.0706 EB Left 113 1 1,600 0.0706 EB Left 122 1 1,600 0.0763 EB Left 122 1 1,600 0.0763 EB Thru 980 2 3,200 0.3063 EB Thru 980 2 3,200 0.3063 EB Thru 1,056 2 3,200 0.3300 EB Thru 1,058 2 3,200 0.3306 EB Right 199 1 1,600 0.1244 EB Right 199 1 1,600 0.1244 EB Right 214 1 1,600 0.1338 EB Right 214 1 1,600 0.1338 WB Left 65 1 1,600 0.0406 WB Left 65 1 1,600 0.0406 WB Left 70 1 1,600 0.0438 WB Left 70 1 1,600 0.0438 WB Thru 1,445 2 3,200 0.4516 WB Thru 1,445 2 3,200 0.4516 WB Thru 1,554 2 3,200 0.4856 WB Thru 1,560 2 3,200 0.4875 WB Right 284 1 1,600 0.1775 WB Right 284 1 1,600 0.1775 WB Right 307 1 1,600 0.1919 WB Right 307 1 1,600 0.1919 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9756 ICU 0.9756 ICU 1.0394 ICU 1.0413

LOS E LOS E LOS F LOS F
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Norwalk Blvd/Workman Mill / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-3
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Norwalk Blvd/Workman Mill
East-West Street: Beverly Blvd
Peak Hour: PM
Intersection: 4
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 214 1 1,600 0.1338 NB Left 214 1 1,600 0.1338 NB Left 216 1 1,600 0.1350 NB Left 216 1 1,600 0.1350 NB Thru 529 2 3,200 0.1653 NB Thru 529 2 3,200 0.1653 NB Thru 534 2 3,200 0.1669 NB Thru 534 2 3,200 0.1669 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 437 2 2,880 0.1517 SB Left 437 2 2,880 0.1517 SB Left 440 2 2,880 0.1528 SB Left 440 2 2,880 0.1528 SB Thru 422 2 3,200 0.1319 SB Thru 422 2 3,200 0.1319 SB Thru 425 2 3,200 0.1328 SB Thru 425 2 3,200 0.1328 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 91 1 1,600 0.0569 EB Left 91 1 1,600 0.0569 EB Left 92 1 1,600 0.0575 EB Left 92 1 1,600 0.0575 EB Thru 1,355 2 3,200 0.4234 EB Thru 1,362 2 3,200 0.4256 EB Thru 1,366 2 3,200 0.4269 EB Thru 1,366 2 3,200 0.4269 EB Right 283 1 1,600 0.1769 EB Right 283 1 1,600 0.1769 EB Right 285 1 1,600 0.1781 EB Right 285 1 1,600 0.1781 WB Left 91 1 1,600 0.0569 WB Left 91 1 1,600 0.0569 WB Left 92 1 1,600 0.0575 WB Left 92 1 1,600 0.0575 WB Thru 748 2 3,200 0.2338 WB Thru 751 2 3,200 0.2347 WB Thru 754 2 3,200 0.2356 WB Thru 754 2 3,200 0.2356 WB Right 296 1 1,600 0.1850 WB Right 296 1 1,600 0.1850 WB Right 298 1 1,600 0.1863 WB Right 298 1 1,600 0.1863 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9473 ICU 0.9495 ICU 0.9541 ICU 0.9541

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 216 1 1,600 0.1350 NB Left 216 1 1,600 0.1350 NB Left 222 1 1,600 0.1388 NB Left 222 1 1,600 0.1388 NB Thru 534 2 3,200 0.1669 NB Thru 534 2 3,200 0.1669 NB Thru 534 2 3,200 0.1669 NB Thru 534 2 3,200 0.1669 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 440 2 2,880 0.1528 SB Left 440 2 2,880 0.1528 SB Left 440 2 2,880 0.1528 SB Left 440 2 2,880 0.1528 SB Thru 425 2 3,200 0.1328 SB Thru 425 2 3,200 0.1328 SB Thru 425 2 3,200 0.1328 SB Thru 425 2 3,200 0.1328 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 92 1 1,600 0.0575 EB Left 92 1 1,600 0.0575 EB Left 92 1 1,600 0.0575 EB Left 92 1 1,600 0.0575 EB Thru 1,373 2 3,200 0.4291 EB Thru 1,373 2 3,200 0.4291 EB Thru 1,372 2 3,200 0.4288 EB Thru 1,372 2 3,200 0.4288 EB Right 285 1 1,600 0.1781 EB Right 285 1 1,600 0.1781 EB Right 291 1 1,600 0.1819 EB Right 291 1 1,600 0.1819 WB Left 92 1 1,600 0.0575 WB Left 92 1 1,600 0.0575 WB Left 92 1 1,600 0.0575 WB Left 92 1 1,600 0.0575 WB Thru 757 2 3,200 0.2366 WB Thru 757 2 3,200 0.2366 WB Thru 760 2 3,200 0.2375 WB Thru 760 2 3,200 0.2375 WB Right 298 1 1,600 0.1863 WB Right 298 1 1,600 0.1863 WB Right 298 1 1,600 0.1863 WB Right 298 1 1,600 0.1863 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9563 ICU 0.9563 ICU 0.9560 ICU 0.9560

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 222 1 1,600 0.1388 NB Left 222 1 1,600 0.1388 NB Left 239 1 1,600 0.1494 NB Left 239 1 1,600 0.1494 NB Thru 534 2 3,200 0.1669 NB Thru 534 2 3,200 0.1669 NB Thru 577 2 3,200 0.1803 NB Thru 577 2 3,200 0.1803 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 440 2 2,880 0.1528 SB Left 440 2 2,880 0.1528 SB Left 475 2 2,880 0.1649 SB Left 475 2 2,880 0.1649 SB Thru 425 2 3,200 0.1328 SB Thru 425 2 3,200 0.1328 SB Thru 459 2 3,200 0.1434 SB Thru 459 2 3,200 0.1434 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 92 1 1,600 0.0575 EB Left 92 1 1,600 0.0575 EB Left 99 1 1,600 0.0619 EB Left 99 1 1,600 0.0619 EB Thru 1,379 2 3,200 0.4309 EB Thru 1,379 2 3,200 0.4309 EB Thru 1,481 2 3,200 0.4628 EB Thru 1,488 2 3,200 0.4650 EB Right 291 1 1,600 0.1819 EB Right 291 1 1,600 0.1819 EB Right 314 1 1,600 0.1963 EB Right 314 1 1,600 0.1963 WB Left 92 1 1,600 0.0575 WB Left 92 1 1,600 0.0575 WB Left 99 1 1,600 0.0619 WB Left 99 1 1,600 0.0619 WB Thru 763 2 3,200 0.2384 WB Thru 763 2 3,200 0.2384 WB Thru 820 2 3,200 0.2563 WB Thru 823 2 3,200 0.2572 WB Right 298 1 1,600 0.1863 WB Right 298 1 1,600 0.1863 WB Right 322 1 1,600 0.2013 WB Right 322 1 1,600 0.2013 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9581 ICU 0.9581 ICU 1.0199 ICU 1.0221

LOS E LOS E LOS F LOS F
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Norwalk Blvd/Workman Mill / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-4
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Abbeywood Ave
East-West Street: Beverly Blvd
Peak Hour: AM
Intersection: 7
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 42 1 1,600 0.0263 SB Left 42 1 1,600 0.0263 SB Left 42 1 1,600 0.0263 SB Left 42 1 1,600 0.0263 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 24 1 1,600 0.0150 SB Right 24 1 1,600 0.0150 SB Right 24 1 1,600 0.0150 SB Right 24 1 1,600 0.0150 EB Left 41 1 1,600 0.0256 EB Left 41 1 1,600 0.0256 EB Left 41 1 1,600 0.0256 EB Left 41 1 1,600 0.0256 EB Thru 1,639 2 3,200 0.5122 EB Thru 1,677 2 3,200 0.5241 EB Thru 1,652 2 3,200 0.5163 EB Thru 1,652 2 3,200 0.5163 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Thru 1,600 2 3,200 0.5000 WB Thru 1,607 2 3,200 0.5022 WB Thru 1,613 2 3,200 0.5041 WB Thru 1,773 2 3,200 0.5541 WB Right 15 1 1,600 0.0094 WB Right 15 1 1,600 0.0094 WB Right 15 1 1,600 0.0094 WB Right 15 1 1,600 0.0094 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.7019 ICU 0.7041 ICU 0.7060 ICU 0.7560

LOS C LOS C LOS C LOS C
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 42 1 1,600 0.0263 SB Left 42 1 1,600 0.0263 SB Left 42 1 1,600 0.0263 SB Left 42 1 1,600 0.0263 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 24 1 1,600 0.0150 SB Right 24 1 1,600 0.0150 SB Right 24 1 1,600 0.0150 SB Right 24 1 1,600 0.0150 EB Left 41 1 1,600 0.0256 EB Left 41 1 1,600 0.0256 EB Left 41 1 1,600 0.0256 EB Left 41 1 1,600 0.0256 EB Thru 1,690 2 3,200 0.5281 EB Thru 1,672 2 3,200 0.5225 EB Thru 1,686 2 3,200 0.5269 EB Thru 1,688 2 3,200 0.5275 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Thru 1,620 2 3,200 0.5063 WB Thru 1,780 2 3,200 0.5563 WB Thru 1,661 2 3,200 0.5191 WB Thru 1,832 2 3,200 0.5725 WB Right 15 1 1,600 0.0094 WB Right 15 1 1,600 0.0094 WB Right 15 1 1,600 0.0094 WB Right 15 1 1,600 0.0094 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.7082 ICU 0.7582 ICU 0.7210 ICU 0.7744

LOS C LOS C LOS C LOS C
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 42 1 1,600 0.0263 SB Left 42 1 1,600 0.0263 SB Left 45 1 1,600 0.0281 SB Left 45 1 1,600 0.0281 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 24 1 1,600 0.0150 SB Right 24 1 1,600 0.0150 SB Right 26 1 1,600 0.0163 SB Right 26 1 1,600 0.0163 EB Left 41 1 1,600 0.0256 EB Left 41 1 1,600 0.0256 EB Left 44 1 1,600 0.0275 EB Left 44 1 1,600 0.0275 EB Thru 1,724 2 3,200 0.5388 EB Thru 1,708 2 3,200 0.5338 EB Thru 1,821 2 3,200 0.5691 EB Thru 1,841 2 3,200 0.5753 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Thru 1,668 2 3,200 0.5213 WB Thru 1,839 2 3,200 0.5747 WB Thru 1,975 2 3,200 0.6172 WB Thru 1,982 2 3,200 0.6194 WB Right 15 1 1,600 0.0094 WB Right 15 1 1,600 0.0094 WB Right 16 1 1,600 0.0100 WB Right 16 1 1,600 0.0100 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.7232 ICU 0.7766 ICU 0.8228 ICU 0.8250

LOS C LOS C LOS D LOS D
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Abbeywood Ave / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-5
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Abbeywood Ave
East-West Street: Beverly Blvd
Peak Hour: PM
Intersection: 7
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 9 1 1,600 0.0056 SB Left 9 1 1,600 0.0056 SB Left 9 1 1,600 0.0056 SB Left 9 1 1,600 0.0056 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 22 1 1,600 0.0138 SB Right 22 1 1,600 0.0138 SB Right 22 1 1,600 0.0138 SB Right 22 1 1,600 0.0138 EB Left 45 1 1,600 0.0281 EB Left 45 1 1,600 0.0281 EB Left 45 1 1,600 0.0281 EB Left 45 1 1,600 0.0281 EB Thru 1,877 2 3,200 0.5866 EB Thru 1,898 2 3,200 0.5931 EB Thru 1,892 2 3,200 0.5913 EB Thru 1,892 2 3,200 0.5913 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Thru 1,159 2 3,200 0.3622 WB Thru 1,181 2 3,200 0.3691 WB Thru 1,168 2 3,200 0.3650 WB Thru 1,278 2 3,200 0.3994 WB Right 18 1 1,600 0.0113 WB Right 18 1 1,600 0.0113 WB Right 18 1 1,600 0.0113 WB Right 18 1 1,600 0.0113 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.7422 ICU 0.7487 ICU 0.7469 ICU 0.7469

LOS C LOS C LOS C LOS C
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 9 1 1,600 0.0056 SB Left 9 1 1,600 0.0056 SB Left 9 1 1,600 0.0056 SB Left 9 1 1,600 0.0056 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 22 1 1,600 0.0138 SB Right 22 1 1,600 0.0138 SB Right 22 1 1,600 0.0138 SB Right 22 1 1,600 0.0138 EB Left 45 1 1,600 0.0281 EB Left 45 1 1,600 0.0281 EB Left 45 1 1,600 0.0281 EB Left 45 1 1,600 0.0281 EB Thru 1,913 2 3,200 0.5978 EB Thru 1,903 2 3,200 0.5947 EB Thru 1,939 2 3,200 0.6059 EB Thru 1,950 2 3,200 0.6094 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Thru 1,190 2 3,200 0.3719 WB Thru 1,300 2 3,200 0.4063 WB Thru 1,200 2 3,200 0.3750 WB Thru 1,314 2 3,200 0.4106 WB Right 18 1 1,600 0.0113 WB Right 18 1 1,600 0.0113 WB Right 18 1 1,600 0.0113 WB Right 18 1 1,600 0.0113 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.7534 ICU 0.7503 ICU 0.7615 ICU 0.7650

LOS C LOS C LOS C LOS C
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Left 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Thru 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 9 1 1,600 0.0056 SB Left 9 1 1,600 0.0056 SB Left 10 1 1,600 0.0063 SB Left 10 1 1,600 0.0063 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 22 1 1,600 0.0138 SB Right 22 1 1,600 0.0138 SB Right 24 1 1,600 0.0150 SB Right 24 1 1,600 0.0150 EB Left 45 1 1,600 0.0281 EB Left 45 1 1,600 0.0281 EB Left 49 1 1,600 0.0306 EB Left 49 1 1,600 0.0306 EB Thru 1,960 2 3,200 0.6125 EB Thru 1,961 2 3,200 0.6128 EB Thru 2,101 2 3,200 0.6566 EB Thru 2,112 2 3,200 0.6600 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Left 0 0 0 0.0000 WB Thru 1,222 2 3,200 0.3819 WB Thru 1,336 2 3,200 0.4175 WB Thru 1,417 2 3,200 0.4428 WB Thru 1,439 2 3,200 0.4497 WB Right 18 1 1,600 0.0113 WB Right 18 1 1,600 0.0113 WB Right 19 1 1,600 0.0119 WB Right 19 1 1,600 0.0119 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.7681 ICU 0.7684 ICU 0.8129 ICU 0.8163

LOS C LOS C LOS D LOS D
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Abbeywood Ave / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-6
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: San Gabriel River Pkwy
East-West Street: Beverly Blvd
Peak Hour: AM
Intersection: 8
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 9 1 1,600 0.0056 NB Left 9 1 1,600 0.0056 NB Left 9 1 1,600 0.0056 NB Left 9 1 1,600 0.0056 NB Thru 97 1 1,600 0.0606 NB Thru 97 1 1,600 0.0606 NB Thru 98 1 1,600 0.0613 NB Thru 98 1 1,600 0.0613 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 473 2 2,880 0.1642 SB Left 491 2 2,880 0.1705 SB Left 477 2 2,880 0.1656 SB Left 477 2 2,880 0.1656 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 260 1 1,600 0.1625 SB Right 260 1 1,600 0.1625 SB Right 262 1 1,600 0.1638 SB Right 192 1 1,600 0.1200 EB Left 101 1 1,600 0.0631 EB Left 101 1 1,600 0.0631 EB Left 102 1 1,600 0.0638 EB Left 102 1 1,600 0.0638 EB Thru 1,278 2 3,200 0.3994 EB Thru 1,298 2 3,200 0.4056 EB Thru 1,288 2 3,200 0.4025 EB Thru 1,288 2 3,200 0.4025 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 68 1 1,600 0.0425 WB Left 68 1 1,600 0.0425 WB Left 69 1 1,600 0.0431 WB Left 69 1 1,600 0.0431 WB Thru 1,556 3 4,800 0.3242 WB Thru 1,563 3 4,800 0.3256 WB Thru 1,569 3 4,800 0.3269 WB Thru 1,729 3 4,800 0.3602 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.8167 ICU 0.8292 ICU 0.8225 ICU 0.8225

LOS D LOS D LOS D LOS D
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 9 1 1,600 0.0056 NB Left 9 1 1,600 0.0056 NB Left 9 1 1,600 0.0056 NB Left 9 1 1,600 0.0056 NB Thru 98 1 1,600 0.0613 NB Thru 98 1 1,600 0.0613 NB Thru 98 1 1,600 0.0613 NB Thru 98 1 1,600 0.0613 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 495 2 2,880 0.1719 SB Left 477 2 2,880 0.1656 SB Left 481 2 2,880 0.1670 SB Left 482 2 2,880 0.1674 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 262 1 1,600 0.1638 SB Right 192 1 1,600 0.1200 SB Right 266 1 1,600 0.1663 SB Right 196 1 1,600 0.1225 EB Left 102 1 1,600 0.0638 EB Left 102 1 1,600 0.0638 EB Left 128 1 1,600 0.0800 EB Left 128 1 1,600 0.0800 EB Thru 1,308 2 3,200 0.4088 EB Thru 1,308 2 3,200 0.4088 EB Thru 1,318 2 3,200 0.4119 EB Thru 1,319 2 3,200 0.4122 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 69 1 1,600 0.0431 WB Left 69 1 1,600 0.0431 WB Left 69 1 1,600 0.0431 WB Left 69 1 1,600 0.0431 WB Thru 1,576 3 4,800 0.3283 WB Thru 1,736 3 4,800 0.3617 WB Thru 1,617 3 4,800 0.3369 WB Thru 1,788 3 4,800 0.3725 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.8351 ICU 0.8288 ICU 0.8333 ICU 0.8340

LOS D LOS D LOS D LOS D
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 9 1 1,600 0.0056 NB Left 9 1 1,600 0.0056 NB Left 10 1 1,600 0.0063 NB Left 10 1 1,600 0.0063 NB Thru 98 1 1,600 0.0613 NB Thru 98 1 1,600 0.0613 NB Thru 106 1 1,600 0.0663 NB Thru 106 1 1,600 0.0663 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 499 2 2,880 0.1733 SB Left 482 2 2,880 0.1674 SB Left 521 2 2,880 0.1809 SB Left 521 2 2,880 0.1809 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 266 1 1,600 0.1663 SB Right 196 1 1,600 0.1225 SB Right 211 1 1,600 0.1319 SB Right 211 1 1,600 0.1319 EB Left 128 1 1,600 0.0800 EB Left 128 1 1,600 0.0800 EB Left 136 1 1,600 0.0850 EB Left 136 1 1,600 0.0850 EB Thru 1,338 2 3,200 0.4181 EB Thru 1,339 2 3,200 0.4184 EB Thru 1,422 2 3,200 0.4444 EB Thru 1,442 2 3,200 0.4506 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 69 1 1,600 0.0431 WB Left 69 1 1,600 0.0431 WB Left 75 1 1,600 0.0469 WB Left 75 1 1,600 0.0469 WB Thru 1,624 3 4,800 0.3383 WB Thru 1,795 3 4,800 0.3740 WB Thru 1,926 3 4,800 0.4013 WB Thru 1,933 3 4,800 0.4027 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.8458 ICU 0.8402 ICU 0.8885 ICU 0.8947

LOS D LOS D LOS D LOS D
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
San Gabriel River Pkwy / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-7
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: San Gabriel River Pkwy
East-West Street: Beverly Blvd
Peak Hour: PM
Intersection: 8
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 6 1 1,600 0.0038 NB Left 6 1 1,600 0.0038 NB Left 6 1 1,600 0.0038 NB Left 6 1 1,600 0.0038 NB Thru 221 1 1,600 0.1381 NB Thru 221 1 1,600 0.1381 NB Thru 223 1 1,600 0.1394 NB Thru 223 1 1,600 0.1394 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 316 2 2,880 0.1097 SB Left 326 2 2,880 0.1132 SB Left 319 2 2,880 0.1108 SB Left 319 2 2,880 0.1108 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 254 1 1,600 0.1588 SB Right 254 1 1,600 0.1588 SB Right 256 1 1,600 0.1600 SB Right 181 1 1,600 0.1131 EB Left 96 1 1,600 0.0600 EB Left 96 1 1,600 0.0600 EB Left 97 1 1,600 0.0606 EB Left 97 1 1,600 0.0606 EB Thru 1,579 2 3,200 0.4934 EB Thru 1,590 2 3,200 0.4969 EB Thru 1,592 2 3,200 0.4975 EB Thru 1,592 2 3,200 0.4975 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 62 1 1,600 0.0388 WB Left 62 1 1,600 0.0388 WB Left 62 1 1,600 0.0388 WB Left 62 1 1,600 0.0388 WB Thru 1,119 3 4,800 0.2331 WB Thru 1,141 3 4,800 0.2377 WB Thru 1,128 3 4,800 0.2350 WB Thru 1,238 3 4,800 0.2579 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9300 ICU 0.9370 ICU 0.9365 ICU 0.9365

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 6 1 1,600 0.0038 NB Left 6 1 1,600 0.0038 NB Left 6 1 1,600 0.0038 NB Left 6 1 1,600 0.0038 NB Thru 223 1 1,600 0.1394 NB Thru 223 1 1,600 0.1394 NB Thru 223 1 1,600 0.1394 NB Thru 223 1 1,600 0.1394 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 329 2 2,880 0.1142 SB Left 319 2 2,880 0.1108 SB Left 340 2 2,880 0.1181 SB Left 351 2 2,880 0.1219 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 256 1 1,600 0.1600 SB Right 181 1 1,600 0.1131 SB Right 283 1 1,600 0.1769 SB Right 206 1 1,600 0.1288 EB Left 97 1 1,600 0.0606 EB Left 97 1 1,600 0.0606 EB Left 102 1 1,600 0.0638 EB Left 102 1 1,600 0.0638 EB Thru 1,603 2 3,200 0.5009 EB Thru 1,603 2 3,200 0.5009 EB Thru 1,618 2 3,200 0.5056 EB Thru 1,618 2 3,200 0.5056 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 62 1 1,600 0.0388 WB Left 62 1 1,600 0.0388 WB Left 62 1 1,600 0.0388 WB Left 62 1 1,600 0.0388 WB Thru 1,150 3 4,800 0.2396 WB Thru 1,260 3 4,800 0.2625 WB Thru 1,160 3 4,800 0.2417 WB Thru 1,274 3 4,800 0.2654 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9433 ICU 0.9399 ICU 0.9519 ICU 0.9557

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 6 1 1,600 0.0038 NB Left 6 1 1,600 0.0038 NB Left 6 1 1,600 0.0038 NB Left 6 1 1,600 0.0038 NB Thru 223 1 1,600 0.1394 NB Thru 223 1 1,600 0.1394 NB Thru 241 1 1,600 0.1506 NB Thru 241 1 1,600 0.1506 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 350 2 2,880 0.1215 SB Left 351 2 2,880 0.1219 SB Left 376 2 2,880 0.1306 SB Left 376 2 2,880 0.1306 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Thru 0 0 0 0.0000 SB Right 283 1 1,600 0.1769 SB Right 206 1 1,600 0.1288 SB Right 220 1 1,600 0.1375 SB Right 220 1 1,600 0.1375 EB Left 102 1 1,600 0.0638 EB Left 102 1 1,600 0.0638 EB Left 110 1 1,600 0.0688 EB Left 110 1 1,600 0.0688 EB Thru 1,629 2 3,200 0.5091 EB Thru 1,629 2 3,200 0.5091 EB Thru 1,745 2 3,200 0.5453 EB Thru 1,756 2 3,200 0.5488 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 62 1 1,600 0.0388 WB Left 62 1 1,600 0.0388 WB Left 67 1 1,600 0.0419 WB Left 67 1 1,600 0.0419 WB Thru 1,182 3 4,800 0.2463 WB Thru 1,296 3 4,800 0.2700 WB Thru 1,374 3 4,800 0.2863 WB Thru 1,396 3 4,800 0.2908 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9588 ICU 0.9592 ICU 1.0184 ICU 1.0219

LOS E LOS E LOS F LOS F
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
San Gabriel River Pkwy / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-8
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Durfee Ave
East-West Street: Beverly Blvd
Peak Hour: AM
Intersection: 9
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 2 1 1,600 0.0013 NB Left 2 1 1,600 0.0013 NB Left 2 1 1,600 0.0013 NB Left 2 1 1,600 0.0013 NB Thru 67 1 1,600 0.0419 NB Thru 67 1 1,600 0.0419 NB Thru 67 1 1,600 0.0419 NB Thru 67 1 1,600 0.0419 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 99 1 1,600 0.0619 SB Left 99 1 1,600 0.0619 SB Left 100 1 1,600 0.0625 SB Left 100 1 1,600 0.0625 SB Thru 87 1 1,600 0.0544 SB Thru 87 1 1,600 0.0544 SB Thru 87 1 1,600 0.0544 SB Thru 87 1 1,600 0.0544 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 18 1 1,600 0.0113 EB Left 18 1 1,600 0.0113 EB Left 18 1 1,600 0.0113 EB Left 18 1 1,600 0.0113 EB Thru 1,197 3 4,800 0.2494 EB Thru 1,217 3 4,800 0.2535 EB Thru 1,206 3 4,800 0.2513 EB Thru 1,206 3 4,800 0.2513 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 52 1 1,600 0.0325 WB Left 52 1 1,600 0.0325 WB Left 52 1 1,600 0.0325 WB Left 67 1 1,600 0.0419 WB Thru 1,591 3 4,800 0.3315 WB Thru 1,598 3 4,800 0.3329 WB Thru 1,604 3 4,800 0.3342 WB Thru 1,679 3 4,800 0.3498 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.5966 ICU 0.5980 ICU 0.5999 ICU 0.6155

LOS A LOS A LOS A LOS B
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 2 1 1,600 0.0013 NB Left 2 1 1,600 0.0013 NB Left 2 1 1,600 0.0013 NB Left 2 1 1,600 0.0013 NB Thru 67 1 1,600 0.0419 NB Thru 67 1 1,600 0.0419 NB Thru 69 1 1,600 0.0431 NB Thru 69 1 1,600 0.0431 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 100 1 1,600 0.0625 SB Left 100 1 1,600 0.0625 SB Left 102 1 1,600 0.0638 SB Left 102 1 1,600 0.0638 SB Thru 87 1 1,600 0.0544 SB Thru 87 1 1,600 0.0544 SB Thru 87 1 1,600 0.0544 SB Thru 87 1 1,600 0.0544 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 18 1 1,600 0.0113 EB Left 18 1 1,600 0.0113 EB Left 18 1 1,600 0.0113 EB Left 18 1 1,600 0.0113 EB Thru 1,206 3 4,800 0.2513 EB Thru 1,226 3 4,800 0.2554 EB Thru 1,258 3 4,800 0.2621 EB Thru 1,259 3 4,800 0.2623 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 52 1 1,600 0.0325 WB Left 67 1 1,600 0.0419 WB Left 55 1 1,600 0.0344 WB Left 70 1 1,600 0.0438 WB Thru 1,611 3 4,800 0.3356 WB Thru 1,686 3 4,800 0.3513 WB Thru 1,631 3 4,800 0.3398 WB Thru 1,706 3 4,800 0.3554 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.6013 ICU 0.6170 ICU 0.6080 ICU 0.6236

LOS B LOS B LOS B LOS B
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 2 1 1,600 0.0013 NB Left 2 1 1,600 0.0013 NB Left 2 1 1,600 0.0013 NB Left 2 1 1,600 0.0013 NB Thru 69 1 1,600 0.0431 NB Thru 69 1 1,600 0.0431 NB Thru 74 1 1,600 0.0463 NB Thru 74 1 1,600 0.0463 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 102 1 1,600 0.0638 SB Left 102 1 1,600 0.0638 SB Left 110 1 1,600 0.0688 SB Left 110 1 1,600 0.0688 SB Thru 87 1 1,600 0.0544 SB Thru 87 1 1,600 0.0544 SB Thru 94 1 1,600 0.0588 SB Thru 94 1 1,600 0.0588 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 18 1 1,600 0.0113 EB Left 18 1 1,600 0.0113 EB Left 19 1 1,600 0.0119 EB Left 19 1 1,600 0.0119 EB Thru 1,278 3 4,800 0.2663 EB Thru 1,279 3 4,800 0.2665 EB Thru 1,356 3 4,800 0.2825 EB Thru 1,376 3 4,800 0.2867 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 55 1 1,600 0.0344 WB Left 70 1 1,600 0.0438 WB Left 75 1 1,600 0.0469 WB Left 75 1 1,600 0.0469 WB Thru 1,638 3 4,800 0.3413 WB Thru 1,713 3 4,800 0.3569 WB Thru 1,841 3 4,800 0.3835 WB Thru 1,848 3 4,800 0.3850 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.6095 ICU 0.6251 ICU 0.6605 ICU 0.6620

LOS B LOS B LOS B LOS B
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Durfee Ave / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-9
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Durfee Ave
East-West Street: Beverly Blvd
Peak Hour: PM
Intersection: 9
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 25 1 1,600 0.0156 NB Left 25 1 1,600 0.0156 NB Left 25 1 1,600 0.0156 NB Left 25 1 1,600 0.0156 NB Thru 76 1 1,600 0.0475 NB Thru 76 1 1,600 0.0475 NB Thru 76 1 1,600 0.0475 NB Thru 76 1 1,600 0.0475 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 65 1 1,600 0.0406 SB Left 65 1 1,600 0.0406 SB Left 66 1 1,600 0.0413 SB Left 66 1 1,600 0.0413 SB Thru 90 1 1,600 0.0563 SB Thru 90 1 1,600 0.0563 SB Thru 90 1 1,600 0.0563 SB Thru 90 1 1,600 0.0563 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 49 1 1,600 0.0306 EB Left 49 1 1,600 0.0306 EB Left 49 1 1,600 0.0306 EB Left 49 1 1,600 0.0306 EB Thru 1,580 3 4,800 0.3292 EB Thru 1,591 3 4,800 0.3315 EB Thru 1,592 3 4,800 0.3317 EB Thru 1,592 3 4,800 0.3317 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 58 1 1,600 0.0363 WB Left 58 1 1,600 0.0363 WB Left 58 1 1,600 0.0363 WB Left 68 1 1,600 0.0425 WB Thru 1,093 3 4,800 0.2277 WB Thru 1,115 3 4,800 0.2323 WB Thru 1,101 3 4,800 0.2294 WB Thru 1,126 3 4,800 0.2346 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.6036 ICU 0.6059 ICU 0.6068 ICU 0.6130

LOS B LOS B LOS B LOS B
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 25 1 1,600 0.0156 NB Left 25 1 1,600 0.0156 NB Left 25 1 1,600 0.0156 NB Left 25 1 1,600 0.0156 NB Thru 76 1 1,600 0.0475 NB Thru 76 1 1,600 0.0475 NB Thru 80 1 1,600 0.0500 NB Thru 80 1 1,600 0.0500 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 66 1 1,600 0.0413 SB Left 66 1 1,600 0.0413 SB Left 67 1 1,600 0.0419 SB Left 67 1 1,600 0.0419 SB Thru 90 1 1,600 0.0563 SB Thru 90 1 1,600 0.0563 SB Thru 90 1 1,600 0.0563 SB Thru 90 1 1,600 0.0563 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 49 1 1,600 0.0306 EB Left 49 1 1,600 0.0306 EB Left 49 1 1,600 0.0306 EB Left 49 1 1,600 0.0306 EB Thru 1,603 3 4,800 0.3340 EB Thru 1,603 3 4,800 0.3340 EB Thru 1,618 3 4,800 0.3371 EB Thru 1,618 3 4,800 0.3371 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 58 1 1,600 0.0363 WB Left 68 1 1,600 0.0425 WB Left 62 1 1,600 0.0388 WB Left 72 1 1,600 0.0450 WB Thru 1,123 3 4,800 0.2340 WB Thru 1,148 3 4,800 0.2392 WB Thru 1,152 3 4,800 0.2400 WB Thru 1,177 3 4,800 0.2452 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.6091 ICU 0.6153 ICU 0.6178 ICU 0.6240

LOS B LOS B LOS B LOS B
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 25 1 1,600 0.0156 NB Left 25 1 1,600 0.0156 NB Left 27 1 1,600 0.0169 NB Left 27 1 1,600 0.0169 NB Thru 80 1 1,600 0.0500 NB Thru 80 1 1,600 0.0500 NB Thru 86 1 1,600 0.0538 NB Thru 86 1 1,600 0.0538 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 NB Right 0 0 0 0.0000 SB Left 67 1 1,600 0.0419 SB Left 67 1 1,600 0.0419 SB Left 72 1 1,600 0.0450 SB Left 72 1 1,600 0.0450 SB Thru 90 1 1,600 0.0563 SB Thru 90 1 1,600 0.0563 SB Thru 97 1 1,600 0.0606 SB Thru 97 1 1,600 0.0606 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 49 1 1,600 0.0306 EB Left 49 1 1,600 0.0306 EB Left 53 1 1,600 0.0331 EB Left 53 1 1,600 0.0331 EB Thru 1,629 3 4,800 0.3394 EB Thru 1,629 3 4,800 0.3394 EB Thru 1,745 3 4,800 0.3635 EB Thru 1,756 3 4,800 0.3658 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 62 1 1,600 0.0388 WB Left 72 1 1,600 0.0450 WB Left 77 1 1,600 0.0481 WB Left 77 1 1,600 0.0481 WB Thru 1,174 3 4,800 0.2446 WB Thru 1,199 3 4,800 0.2498 WB Thru 1,267 3 4,800 0.2640 WB Thru 1,289 3 4,800 0.2685 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 WB Right 0 0 0 0.0000 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.6201 ICU 0.6263 ICU 0.6604 ICU 0.6627

LOS B LOS B LOS B LOS B
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Durfee Ave / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-10
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Rosemead Blvd
East-West Street: Beverly Blvd
Peak Hour: AM
Intersection: 10
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 136 1 1,600 0.0850 NB Left 136 1 1,600 0.0850 NB Left 137 1 1,600 0.0856 NB Left 137 1 1,600 0.0856 NB Thru 863 2 3,200 0.2697 NB Thru 863 2 3,200 0.2697 NB Thru 870 2 3,200 0.2719 NB Thru 870 2 3,200 0.2719 NB Right 144 1 1,600 0.0900 NB Right 147 1 1,600 0.0919 NB Right 145 1 1,600 0.0906 NB Right 145 1 1,600 0.0906 SB Left 326 2 2,880 0.1132 SB Left 329 2 2,880 0.1142 SB Left 329 2 2,880 0.1142 SB Left 329 2 2,880 0.1142 SB Thru 818 2 3,200 0.2556 SB Thru 818 2 3,200 0.2556 SB Thru 825 2 3,200 0.2578 SB Thru 825 2 3,200 0.2578 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 131 1 1,600 0.0819 EB Left 131 1 1,600 0.0819 EB Left 132 1 1,600 0.0825 EB Left 132 1 1,600 0.0825 EB Thru 834 3 4,800 0.1738 EB Thru 848 3 4,800 0.1767 EB Thru 841 3 4,800 0.1752 EB Thru 841 3 4,800 0.1752 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 168 1 1,600 0.1050 WB Left 169 1 1,600 0.1056 WB Left 169 1 1,600 0.1056 WB Left 204 1 1,600 0.1275 WB Thru 1,024 2 3,200 0.3200 WB Thru 1,029 2 3,200 0.3216 WB Thru 1,032 2 3,200 0.3225 WB Thru 1,072 2 3,200 0.3350 WB Right 376 1 1,600 0.2350 WB Right 377 1 1,600 0.2356 WB Right 379 1 1,600 0.2369 WB Right 379 1 1,600 0.2369 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9348 ICU 0.9374 ICU 0.9411 ICU 0.9536

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 137 1 1,600 0.0856 NB Left 137 1 1,600 0.0856 NB Left 151 1 1,600 0.0944 NB Left 151 1 1,600 0.0944 NB Thru 870 2 3,200 0.2719 NB Thru 870 2 3,200 0.2719 NB Thru 891 2 3,200 0.2784 NB Thru 891 2 3,200 0.2784 NB Right 148 1 1,600 0.0925 NB Right 148 1 1,600 0.0925 NB Right 170 1 1,600 0.1063 NB Right 170 1 1,600 0.1063 SB Left 332 2 2,880 0.1153 SB Left 332 2 2,880 0.1153 SB Left 338 2 2,880 0.1174 SB Left 338 2 2,880 0.1174 SB Thru 825 2 3,200 0.2578 SB Thru 825 2 3,200 0.2578 SB Thru 846 2 3,200 0.2644 SB Thru 846 2 3,200 0.2644 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 132 1 1,600 0.0825 EB Left 132 1 1,600 0.0825 EB Left 136 1 1,600 0.0850 EB Left 136 1 1,600 0.0850 EB Thru 855 3 4,800 0.1781 EB Thru 855 3 4,800 0.1781 EB Thru 873 3 4,800 0.1819 EB Thru 874 3 4,800 0.1821 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 170 1 1,600 0.1063 WB Left 205 1 1,600 0.1281 WB Left 187 1 1,600 0.1169 WB Left 223 1 1,600 0.1394 WB Thru 1,037 2 3,200 0.3241 WB Thru 1,077 2 3,200 0.3366 WB Thru 1,039 2 3,200 0.3247 WB Thru 1,079 2 3,200 0.3372 WB Right 380 1 1,600 0.2375 WB Right 380 1 1,600 0.2375 WB Right 381 1 1,600 0.2381 WB Right 381 1 1,600 0.2381 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9438 ICU 0.9563 ICU 0.9555 ICU 0.9680

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 151 1 1,600 0.0944 NB Left 151 1 1,600 0.0944 NB Left 162 1 1,600 0.1013 NB Left 162 1 1,600 0.1013 NB Thru 891 2 3,200 0.2784 NB Thru 891 2 3,200 0.2784 NB Thru 961 2 3,200 0.3003 NB Thru 961 2 3,200 0.3003 NB Right 173 1 1,600 0.1081 NB Right 173 1 1,600 0.1081 NB Right 182 1 1,600 0.1138 NB Right 185 1 1,600 0.1156 SB Left 341 2 2,880 0.1184 SB Left 341 2 2,880 0.1184 SB Left 364 2 2,880 0.1264 SB Left 367 2 2,880 0.1274 SB Thru 846 2 3,200 0.2644 SB Thru 846 2 3,200 0.2644 SB Thru 912 2 3,200 0.2850 SB Thru 912 2 3,200 0.2850 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 136 1 1,600 0.0850 EB Left 136 1 1,600 0.0850 EB Left 147 1 1,600 0.0919 EB Left 147 1 1,600 0.0919 EB Thru 887 3 4,800 0.1848 EB Thru 888 3 4,800 0.1850 EB Thru 941 3 4,800 0.1960 EB Thru 955 3 4,800 0.1990 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 188 1 1,600 0.1175 WB Left 224 1 1,600 0.1400 WB Left 239 1 1,600 0.1494 WB Left 240 1 1,600 0.1500 WB Thru 1,044 2 3,200 0.3263 WB Thru 1,084 2 3,200 0.3388 WB Thru 1,165 2 3,200 0.3641 WB Thru 1,170 2 3,200 0.3656 WB Right 382 1 1,600 0.2388 WB Right 382 1 1,600 0.2388 WB Right 411 1 1,600 0.2569 WB Right 412 1 1,600 0.2575 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9581 ICU 0.9706 ICU 1.0327 ICU 1.0352

LOS E LOS E LOS F LOS F
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Rosemead Blvd / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-11
PROJECT NAME: Carlson Warehouse (Pico Rivera)
Job Number: 179201
Date:

North-South Street: Rosemead Blvd
East-West Street: Beverly Blvd
Peak Hour: PM
Intersection: 10
INTERSECTION:

Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 145 1 1,600 0.0906 NB Left 145 1 1,600 0.0906 NB Left 146 1 1,600 0.0913 NB Left 146 1 1,600 0.0913 NB Thru 797 2 3,200 0.2491 NB Thru 797 2 3,200 0.2491 NB Thru 803 2 3,200 0.2509 NB Thru 803 2 3,200 0.2509 NB Right 221 1 1,600 0.1381 NB Right 222 1 1,600 0.1388 NB Right 223 1 1,600 0.1394 NB Right 223 1 1,600 0.1394 SB Left 414 2 2,880 0.1438 SB Left 416 2 2,880 0.1444 SB Left 417 2 2,880 0.1448 SB Left 417 2 2,880 0.1448 SB Thru 973 2 3,200 0.3041 SB Thru 973 2 3,200 0.3041 SB Thru 981 2 3,200 0.3066 SB Thru 981 2 3,200 0.3066 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 153 1 1,600 0.0956 EB Left 153 1 1,600 0.0956 EB Left 154 1 1,600 0.0963 EB Left 154 1 1,600 0.0963 EB Thru 1,215 3 4,800 0.2531 EB Thru 1,223 3 4,800 0.2548 EB Thru 1,224 3 4,800 0.2550 EB Thru 1,224 3 4,800 0.2550 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 217 1 1,600 0.1356 WB Left 220 1 1,600 0.1375 WB Left 219 1 1,600 0.1369 WB Left 234 1 1,600 0.1463 WB Thru 692 2 3,200 0.2163 WB Thru 708 2 3,200 0.2213 WB Thru 698 2 3,200 0.2181 WB Thru 708 2 3,200 0.2213 WB Right 243 1 1,600 0.1519 WB Right 246 1 1,600 0.1538 WB Right 245 1 1,600 0.1531 WB Right 245 1 1,600 0.1531 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9316 ICU 0.9358 ICU 0.9398 ICU 0.9492

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 146 1 1,600 0.0913 NB Left 146 1 1,600 0.0913 NB Left 158 1 1,600 0.0988 NB Left 158 1 1,600 0.0988 NB Thru 803 2 3,200 0.2509 NB Thru 803 2 3,200 0.2509 NB Thru 825 2 3,200 0.2578 NB Thru 825 2 3,200 0.2578 NB Right 224 1 1,600 0.1400 NB Right 224 1 1,600 0.1400 NB Right 239 1 1,600 0.1494 NB Right 239 1 1,600 0.1494 SB Left 419 2 2,880 0.1455 SB Left 419 2 2,880 0.1455 SB Left 419 2 2,880 0.1455 SB Left 419 2 2,880 0.1455 SB Thru 981 2 3,200 0.3066 SB Thru 981 2 3,200 0.3066 SB Thru 999 2 3,200 0.3122 SB Thru 999 2 3,200 0.3122 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 154 1 1,600 0.0963 EB Left 154 1 1,600 0.0963 EB Left 157 1 1,600 0.0981 EB Left 157 1 1,600 0.0981 EB Thru 1,232 3 4,800 0.2567 EB Thru 1,232 3 4,800 0.2567 EB Thru 1,244 3 4,800 0.2592 EB Thru 1,244 3 4,800 0.2592 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 222 1 1,600 0.1388 WB Left 237 1 1,600 0.1481 WB Left 242 1 1,600 0.1513 WB Left 257 1 1,600 0.1606 WB Thru 714 2 3,200 0.2231 WB Thru 724 2 3,200 0.2263 WB Thru 715 2 3,200 0.2234 WB Thru 725 2 3,200 0.2266 WB Right 248 1 1,600 0.1550 WB Right 248 1 1,600 0.1550 WB Right 254 1 1,600 0.1588 WB Right 254 1 1,600 0.1588 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9434 ICU 0.9527 ICU 0.9715 ICU 0.9808

LOS E LOS E LOS E LOS E
Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio Movement Volume Lanes Capacity V/C Ratio NB Left 158 1 1,600 0.0988 NB Left 158 1 1,600 0.0988 NB Left 170 1 1,600 0.1063 NB Left 170 1 1,600 0.1063 NB Thru 825 2 3,200 0.2578 NB Thru 825 2 3,200 0.2578 NB Thru 889 2 3,200 0.2778 NB Thru 889 2 3,200 0.2778 NB Right 240 1 1,600 0.1500 NB Right 240 1 1,600 0.1500 NB Right 257 1 1,600 0.1606 NB Right 258 1 1,600 0.1613 SB Left 421 2 2,880 0.1462 SB Left 421 2 2,880 0.1462 SB Left 452 2 2,880 0.1569 SB Left 454 2 2,880 0.1576 SB Thru 999 2 3,200 0.3122 SB Thru 999 2 3,200 0.3122 SB Thru 1,077 2 3,200 0.3366 SB Thru 1,077 2 3,200 0.3366 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 SB Right 0 0 0 0.0000 EB Left 157 1 1,600 0.0981 EB Left 157 1 1,600 0.0981 EB Left 169 1 1,600 0.1056 EB Left 169 1 1,600 0.1056 EB Thru 1,252 3 4,800 0.2608 EB Thru 1,252 3 4,800 0.2608 EB Thru 1,342 3 4,800 0.2796 EB Thru 1,350 3 4,800 0.2813 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 EB Right 0 0 0 0.0000 WB Left 245 1 1,600 0.1531 WB Left 260 1 1,600 0.1625 WB Left 276 1 1,600 0.1725 WB Left 279 1 1,600 0.1744 WB Thru 731 2 3,200 0.2284 WB Thru 741 2 3,200 0.2316 WB Thru 782 2 3,200 0.2444 WB Thru 798 2 3,200 0.2494 WB Right 257 1 1,600 0.1606 WB Right 257 1 1,600 0.1606 WB Right 274 1 1,600 0.1713 WB Right 277 1 1,600 0.1731 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 Yellow Clearance 0.1500 ICU 0.9749 ICU 0.9843 ICU 1.0450 ICU 1.0486

LOS E LOS E LOS F LOS F
Notes:

Key conflicting movements as a part of ICU indicated in bold. V/C Ratio LOS Capacity expressed in vehicles per hour of green ≤.60 A Maximum capacity per lane is 1,600 .61 to .7 B
Maximum Capacity for Dual Left-Turn Lanes is 2,880 .71 to .8 C .81 to .9 D
.91 to 1.0 E
>1.0 F
FORECAST CUMULATIVE WITH PROJECT WITHOUT I605 IMPROVEMENTS CONDITIONFORECAST CUMULATIVE WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
BUILD-OUT YEAR 2042 WITH I-605 IMPROVEMENTS

CONDITION
BUILD-OUT YEAR 2042 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITION
OPENING YEAR 2022 WITH PROJECT WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH PROJECT WITH I-605

IMPROVEMENTS CONDITIONS
FORECAST CUMULATIVE WITHOUT I-605

IMPROVEMENTS CONDITION
FORECAST CUMULATIVE WITH I-605

IMPROVEMENTS CONDITION
8-Sep-20
Rosemead Blvd / Beverly Blvd
EXISTING YEAR 2020 CONDITIONS EXISTING YEAR 2020 WITH PROJECT CONDITIONS OPENING YEAR 2022 WITHOUT I-605

IMPROVEMENTS CONDITIONS
OPENING YEAR 2022 WITH I-605 IMPROVEMENTS

CONDITIONS
Page F-12
Appendix G:

Existing Year (2020) Conditions Synchro Analysis
Worksheets
Beverly Blvd Warehouse Existing 2020 WO Proj WO I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1681 0 4 1615 0 0
Future Volume (vph) 1681 0 4 1615 0 0
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt
Flt Protected 0.950
Satd. Flow (prot) 2994 0 1543 3086 1560 0
Flt Permitted 0.950
Satd. Flow (perm) 2994 0 1543 3086 1560 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1847 0 4 1775 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 1847 0 4 1775 0 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15
Page G-1
Beverly Blvd Warehouse Existing 2020 WO Proj WO I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1009 112 2 0 175 53 109 0 662 Future Volume (vph) 0 0 15 1009 112 2 0 175 53 109 0 662 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1134 126 2 0 197 60 122 0 744
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1134 128 0 0 197 60 122 0 744 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 102.4% ICU Level of Service G Analysis Period (min) 15
Page G-2
Beverly Blvd Warehouse Existing 2020 WO Proj WO I-605 Int Imp AM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 19.4
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 13 29 276 37 0 29 0 230 276 346 2
Future Vol, veh/h 0 13 29 276 37 0 29 0 230 276 346 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 14 32 300 40 0 32 0 250 300 376 2
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.7 23.6 13.7 20.3

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 88% 100% 0%
Vol Thru, % 0% 0% 100% 0% 12% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 29 230 13 29 313 276 348
LT Vol 29 0 0 0 276 276 0
Through Vol 0 0 13 0 37 0 346
RT Vol 0 230 0 29 0 0 2
Lane Flow Rate 32 250 14 32 340 300 378
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.067 0.444 0.031 0.064 0.67 0.577 0.673 Departure Headway (Hd) 7.619 6.39 8.004 7.282 7.091 6.918 6.405 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 473 568 449 494 507 519 560
Service Time 5.321 4.09 5.717 4.995 5.18 4.716 4.202
HCM Lane V/C Ratio 0.068 0.44 0.031 0.065 0.671 0.578 0.675 HCM Control Delay 10.9 14.1 11 10.5 23.6 18.8 21.5
HCM Lane LOS B B B B C C C
HCM 95th-tile Q 0.2 2.3 0.1 0.2 4.9 3.6 5
Page G-3
Beverly Blvd Warehouse Existing 2020 WO Proj WO I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1881 5 3 1176 1 6
Future Volume (vph) 1881 5 3 1176 1 6
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.884
Flt Protected 0.950 0.993
Satd. Flow (prot) 2994 0 1543 3086 1369 0
Flt Permitted 0.950 0.993
Satd. Flow (perm) 2994 0 1543 3086 1369 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1959 5 3 1225 1 6
Shared Lane Traffic (%)
Lane Group Flow (vph) 1964 0 3 1225 7 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 73.5% ICU Level of Service D Analysis Period (min) 15
Page G-4
Beverly Blvd Warehouse Existing 2020 WO Proj WO I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 447 141 4 0 224 14 93 0 563 Future Volume (vph) 0 0 16 447 141 4 0 224 14 93 0 563
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 491 155 4 0 246 15 102 0 619
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 491 159 0 0 246 15 102 0 619 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 67.3% ICU Level of Service C Analysis Period (min) 15
Page G-5
Beverly Blvd Warehouse Existing 2020 WO Proj WO I-605 Int Imp PM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 16.7
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 8 48 300 27 0 22 0 221 116 300 3
Future Vol, veh/h 0 8 48 300 27 0 22 0 221 116 300 3
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 9 52 323 29 0 24 0 238 125 323 3
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.1 21.9 12.5 15.9

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 92% 100% 0%
Vol Thru, % 0% 0% 100% 0% 8% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 22 221 8 48 327 116 303
LT Vol 22 0 0 0 300 116 0
Through Vol 0 0 8 0 27 0 300
RT Vol 0 221 0 48 0 0 3
Lane Flow Rate 24 238 9 52 352 125 326
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.047 0.394 0.018 0.096 0.658 0.238 0.575 Departure Headway (Hd) 7.202 5.976 7.411 6.692 6.732 6.867 6.351 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 493 596 486 539 534 520 564
Service Time 5 3.773 5.111 4.392 4.806 4.654 4.138
HCM Lane V/C Ratio 0.049 0.399 0.019 0.096 0.659 0.24 0.578 HCM Control Delay 10.4 12.7 10.2 10.1 21.9 11.8 17.5
HCM Lane LOS B B B B C B C
HCM 95th-tile Q 0.1 1.9 0.1 0.3 4.8 0.9 3.6
Page G-6
Beverly Blvd Warehouse Existing 2020 With Proj WO I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1681 38 41 1615 7 22
Future Volume (vph) 1681 38 41 1615 7 22
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.899
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1386 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1386 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1847 42 45 1775 8 24
Shared Lane Traffic (%)
Lane Group Flow (vph) 1847 42 45 1775 32 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15
Page G-7
Beverly Blvd Warehouse Existing 2020 With Proj WO I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1016 112 2 0 175 53 109 0 693 Future Volume (vph) 0 0 15 1016 112 2 0 175 53 109 0 693 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1142 126 2 0 197 60 122 0 779
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1142 128 0 0 197 60 122 0 779 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 102.8% ICU Level of Service G Analysis Period (min) 15
Page G-8
Beverly Blvd Warehouse Existing 2020 With Proj WO I-605 Int Imp AM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 20.1
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 13 29 276 37 0 29 0 230 276 364 2
Future Vol, veh/h 0 13 29 276 37 0 29 0 230 276 364 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 14 32 300 40 0 32 0 250 300 396 2
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.7 23.8 13.8 21.5

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 88% 100% 0%
Vol Thru, % 0% 0% 100% 0% 12% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 29 230 13 29 313 276 366
LT Vol 29 0 0 0 276 276 0
Through Vol 0 0 13 0 37 0 364
RT Vol 0 230 0 29 0 0 2
Lane Flow Rate 32 250 14 32 340 300 398
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.067 0.446 0.032 0.064 0.673 0.577 0.709 Departure Headway (Hd) 7.657 6.426 8.05 7.328 7.125 6.928 6.415 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 471 565 447 491 504 516 557
Service Time 5.357 4.126 5.763 5.041 5.211 4.727 4.213
HCM Lane V/C Ratio 0.068 0.442 0.031 0.065 0.675 0.581 0.715 HCM Control Delay 10.9 14.2 11 10.5 23.8 18.9 23.5
HCM Lane LOS B B B B C C C
HCM 95th-tile Q 0.2 2.3 0.1 0.2 5 3.6 5.7
Page G-9
Beverly Blvd Warehouse Existing 2020 With Proj WO I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1881 26 22 1176 23 72
Future Volume (vph) 1881 26 22 1176 23 72
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.898
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1384 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1384 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1959 27 23 1225 24 75
Shared Lane Traffic (%)
Lane Group Flow (vph) 1959 27 23 1225 99 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 76.5% ICU Level of Service D Analysis Period (min) 15
Page G-10
Beverly Blvd Warehouse Existing 2020 With Proj WO I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 469 141 4 0 224 14 93 0 579 Future Volume (vph) 0 0 16 469 141 4 0 224 14 93 0 579
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 515 155 4 0 246 15 102 0 636
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 515 159 0 0 246 15 102 0 636 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15
Page G-11
Beverly Blvd Warehouse Existing 2020 With Proj WO I-605 Int Imp PM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 17
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 8 48 300 27 0 22 0 221 116 310 3
Future Vol, veh/h 0 8 48 300 27 0 22 0 221 116 310 3
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 9 52 323 29 0 24 0 238 125 333 3
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.2 22.1 12.5 16.5

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 92% 100% 0%
Vol Thru, % 0% 0% 100% 0% 8% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 22 221 8 48 327 116 313
LT Vol 22 0 0 0 300 116 0
Through Vol 0 0 8 0 27 0 310
RT Vol 0 221 0 48 0 0 3
Lane Flow Rate 24 238 9 52 352 125 337
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.048 0.396 0.018 0.097 0.66 0.238 0.595 Departure Headway (Hd) 7.229 6.002 7.453 6.735 6.76 6.877 6.361 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 492 594 483 535 531 519 562
Service Time 5.027 3.799 5.153 4.435 4.839 4.664 4.147
HCM Lane V/C Ratio 0.049 0.401 0.019 0.097 0.663 0.241 0.6 HCM Control Delay 10.4 12.7 10.3 10.2 22.1 11.8 18.2
HCM Lane LOS B B B B C B C
HCM 95th-tile Q 0.2 1.9 0.1 0.3 4.8 0.9 3.9
Page G-12
Appendix H:

Opening Year (2022) (W/O I-605 Interchange
Improvements) Synchro Analysis Worksheets
Beverly Blvd Warehouse Opening 2022 WO Proj WO I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1694 0 4 1628 0 0
Future Volume (vph) 1694 0 4 1628 0 0
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt
Flt Protected 0.950
Satd. Flow (prot) 2994 0 1543 3086 1560 0
Flt Permitted 0.950
Satd. Flow (perm) 2994 0 1543 3086 1560 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1862 0 4 1789 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 1862 0 4 1789 0 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15
Page H-1
Beverly Blvd Warehouse Opening 2022 WO Proj WO I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1017 113 2 0 177 53 110 0 667 Future Volume (vph) 0 0 15 1017 113 2 0 177 53 110 0 667 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1143 127 2 0 199 60 124 0 749
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1143 129 0 0 199 60 124 0 749 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 103.1% ICU Level of Service G Analysis Period (min) 15
Page H-2
Beverly Blvd Warehouse Opening 2022 WO Proj WO I-605 Int Imp AM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 20
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 13 29 278 37 0 29 0 232 278 349 2
Future Vol, veh/h 0 13 29 278 37 0 29 0 232 278 349 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 14 32 302 40 0 32 0 252 302 379 2
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.7 24 13.9 21.1

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 88% 100% 0%
Vol Thru, % 0% 0% 100% 0% 12% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 29 232 13 29 315 278 351
LT Vol 29 0 0 0 278 278 0
Through Vol 0 0 13 0 37 0 349
RT Vol 0 232 0 29 0 0 2
Lane Flow Rate 32 252 14 32 342 302 382
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.067 0.449 0.032 0.064 0.676 0.591 0.691 Departure Headway (Hd) 7.641 6.41 8.033 7.311 7.21 7.037 6.523 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 471 565 447 491 503 517 557
Service Time 5.359 4.128 5.766 5.044 5.21 4.737 4.223
HCM Lane V/C Ratio 0.068 0.446 0.031 0.065 0.68 0.584 0.686 HCM Control Delay 10.9 14.3 11 10.5 24 19.4 22.5
HCM Lane LOS B B B B C C C
HCM 95th-tile Q 0.2 2.3 0.1 0.2 5 3.8 5.4
Page H-3
Beverly Blvd Warehouse Opening 2022 WO Proj WO I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1896 5 3 1185 1 6
Future Volume (vph) 1896 5 3 1185 1 6
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.884
Flt Protected 0.950 0.993
Satd. Flow (prot) 2994 0 1543 3086 1369 0
Flt Permitted 0.950 0.993
Satd. Flow (perm) 2994 0 1543 3086 1369 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1975 5 3 1234 1 6
Shared Lane Traffic (%)
Lane Group Flow (vph) 1980 0 3 1234 7 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15
Page H-4
Beverly Blvd Warehouse Opening 2022 WO Proj WO I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 451 142 4 0 225 14 94 0 568 Future Volume (vph) 0 0 16 451 142 4 0 225 14 94 0 568
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 496 156 4 0 247 15 103 0 624
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 496 160 0 0 247 15 103 0 624 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15
Page H-5
Beverly Blvd Warehouse Opening 2022 WO Proj WO I-605 Int Imp PM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 16.9
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 8 48 302 27 0 22 0 223 117 302 3
Future Vol, veh/h 0 8 48 302 27 0 22 0 223 117 302 3
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 9 52 325 29 0 24 0 240 126 325 3
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.1 22.2 12.6 16.1

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 92% 100% 0%
Vol Thru, % 0% 0% 100% 0% 8% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 22 223 8 48 329 117 305
LT Vol 22 0 0 0 302 117 0
Through Vol 0 0 8 0 27 0 302
RT Vol 0 223 0 48 0 0 3
Lane Flow Rate 24 240 9 52 354 126 328
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.047 0.399 0.018 0.096 0.663 0.241 0.58 Departure Headway (Hd) 7.221 5.995 7.439 6.721 6.749 6.885 6.369 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 492 595 484 536 534 518 564
Service Time 5.019 3.791 5.139 4.421 4.823 4.671 4.154
HCM Lane V/C Ratio 0.049 0.403 0.019 0.097 0.663 0.243 0.582 HCM Control Delay 10.4 12.8 10.3 10.1 22.2 11.9 17.7
HCM Lane LOS B B B B C B C
HCM 95th-tile Q 0.1 1.9 0.1 0.3 4.8 0.9 3.7
Page H-6
Beverly Blvd Warehouse Opening 2022 With Proj WO I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1694 38 41 1628 7 22
Future Volume (vph) 1694 38 41 1628 7 22
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.899
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1386 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1386 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1862 42 45 1789 8 24
Shared Lane Traffic (%)
Lane Group Flow (vph) 1862 42 45 1789 32 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15
Page H-7
Beverly Blvd Warehouse Opening 2022 With Proj WO I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1024 113 2 0 177 53 110 0 698 Future Volume (vph) 0 0 15 1024 113 2 0 177 53 110 0 698 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1151 127 2 0 199 60 124 0 784
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1151 129 0 0 199 60 124 0 784 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 103.5% ICU Level of Service G Analysis Period (min) 15
Page H-8
Beverly Blvd Warehouse Opening 2022 With Proj WO I-605 Int Imp AM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 20.5
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 13 29 278 37 0 29 0 232 278 367 2
Future Vol, veh/h 0 13 29 278 37 0 29 0 232 278 367 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 14 32 302 40 0 32 0 252 302 399 2
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.8 24.2 14 22

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 88% 100% 0%
Vol Thru, % 0% 0% 100% 0% 12% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 29 232 13 29 315 278 369
LT Vol 29 0 0 0 278 278 0
Through Vol 0 0 13 0 37 0 367
RT Vol 0 232 0 29 0 0 2
Lane Flow Rate 32 252 14 32 342 302 401
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.067 0.452 0.032 0.064 0.679 0.583 0.717 Departure Headway (Hd) 7.676 6.449 8.082 7.36 7.141 6.948 6.435 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 469 562 445 489 503 517 558
Service Time 5.38 4.149 5.796 5.074 5.228 4.747 4.233
HCM Lane V/C Ratio 0.068 0.448 0.031 0.065 0.68 0.584 0.719 HCM Control Delay 10.9 14.4 11.1 10.6 24.2 19.1 24.1
HCM Lane LOS B B B B C C C
HCM 95th-tile Q 0.2 2.3 0.1 0.2 5.1 3.7 5.8
Page H-9
Beverly Blvd Warehouse Opening 2022 With Proj WO I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1896 26 22 1185 23 72
Future Volume (vph) 1896 26 22 1185 23 72
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.898
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1384 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1384 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1975 27 23 1234 24 75
Shared Lane Traffic (%)
Lane Group Flow (vph) 1975 27 23 1234 99 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15
Page H-10
Beverly Blvd Warehouse Opening 2022 With Proj WO I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 473 142 4 0 225 14 94 0 584 Future Volume (vph) 0 0 16 473 142 4 0 225 14 94 0 584
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 520 156 4 0 247 15 103 0 642
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 520 160 0 0 247 15 103 0 642 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) 15
Page H-11
Beverly Blvd Warehouse Opening 2022 With Proj WO I-605 Int Imp PM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 17.2
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 8 48 302 27 0 22 0 223 117 312 3
Future Vol, veh/h 0 8 48 302 27 0 22 0 223 117 312 3
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 9 52 325 29 0 24 0 240 126 335 3
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.2 22.5 12.8 16.6

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 92% 100% 0%
Vol Thru, % 0% 0% 100% 0% 8% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 22 223 8 48 329 117 315
LT Vol 22 0 0 0 302 117 0
Through Vol 0 0 8 0 27 0 312
RT Vol 0 223 0 48 0 0 3
Lane Flow Rate 24 240 9 52 354 126 339
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.048 0.408 0.018 0.097 0.666 0.241 0.6 Departure Headway (Hd) 7.348 6.12 7.483 6.764 6.776 6.893 6.377 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 490 592 480 532 531 517 562
Service Time 5.048 3.82 5.197 4.478 4.866 4.69 4.174
HCM Lane V/C Ratio 0.049 0.405 0.019 0.098 0.667 0.244 0.603 HCM Control Delay 10.4 13 10.3 10.2 22.5 11.9 18.4
HCM Lane LOS B B B B C B C
HCM 95th-tile Q 0.2 2 0.1 0.3 4.9 0.9 3.9
Page H-12
Appendix I:

Opening Year (2022) (W/ I-605 Interchange
Improvements) Synchro Analysis Worksheets
Beverly Blvd Warehouse Opening 2022 WO Proj With I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1694 0 4 1788 0 0
Future Volume (vph) 1694 0 4 1788 0 0
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt
Flt Protected 0.950
Satd. Flow (prot) 2994 0 1543 3086 1560 0
Flt Permitted 0.950
Satd. Flow (perm) 2994 0 1543 3086 1560 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1862 0 4 1965 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 1862 0 4 1965 0 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15
Page I-1
Beverly Blvd Warehouse Opening 2022 WO Proj With I-605 Int Imp AM Peak Hour 2: I-605 SB Ramps & Beverly Blvd
Synchro 10 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 969 725 386 1632 0 0 0 0 536 0 160 Future Volume (veh/h) 0 969 725 386 1632 0 0 0 0 536 0 160 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 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 0 1847 1847 1947 1947 0 1818 0 1818 Adj Flow Rate, veh/h 0 1077 806 429 1813 0 596 0 178
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1788 775 516 2584 0 708 0 325
Arrive On Green 0.00 0.51 0.51 0.14 0.70 0.00 0.21 0.00 0.21 Sat Flow, veh/h 0 3601 1521 3598 3797 0 3359 0 1541
Grp Volume(v), veh/h 0 1077 806 429 1813 0 596 0 178
Grp Sat Flow(s),veh/h/ln 0 1754 1521 1799 1850 0 1679 0 1541 Q Serve(g_s), s 0.0 21.5 50.5 11.5 28.7 0.0 16.9 0.0 10.2 Cycle Q Clear(g_c), s 0.0 21.5 50.5 11.5 28.7 0.0 16.9 0.0 10.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1788 775 516 2584 0 708 0 325
V/C Ratio(X) 0.00 0.60 1.04 0.83 0.70 0.00 0.84 0.00 0.55 Avail Cap(c_a), veh/h 0 1788 775 672 2744 0 932 0 427
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.2 24.3 41.3 8.8 0.0 37.5 0.0 34.9 Incr Delay (d2), s/veh 0.0 0.6 43.3 6.8 0.8 0.0 5.5 0.0 1.4 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 0.0 8.0 25.4 5.4 9.1 0.0 7.2 0.0 3.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 17.8 67.6 48.1 9.6 0.0 43.0 0.0 36.3 LnGrp LOS A B F D A A D A D
Approach Vol, veh/h 1883 2242 774
Approach Delay, s/veh 39.1 17.0 41.5
Approach LOS D B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 18.7 55.0 25.4 73.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 50.5 27.5 73.5
Max Q Clear Time (g_c+I1), s 13.5 52.5 18.9 30.7
Green Ext Time (p_c), s 0.7 0.0 2.0 21.3
Intersection Summary
HCM 6th Ctrl Delay 29.3
HCM 6th LOS C
Page I-2
Beverly Blvd Warehouse Opening 2022 WO Proj With I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1017 113 2 0 177 53 110 0 667 Future Volume (vph) 0 0 15 1017 113 2 0 177 53 110 0 667 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1143 127 2 0 199 60 124 0 749
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1143 129 0 0 199 60 124 0 749 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 103.1% ICU Level of Service G Analysis Period (min) 15
Page I-3
Beverly Blvd Warehouse Opening 2022 WO Proj With I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1896 5 3 1295 1 6
Future Volume (vph) 1896 5 3 1295 1 6
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.884
Flt Protected 0.950 0.993
Satd. Flow (prot) 2994 0 1543 3086 1369 0
Flt Permitted 0.950 0.993
Satd. Flow (perm) 2994 0 1543 3086 1369 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1975 5 3 1349 1 6
Shared Lane Traffic (%)
Lane Group Flow (vph) 1980 0 3 1349 7 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15
Page I-4
Beverly Blvd Warehouse Opening 2022 WO Proj With I-605 Int Imp PM Peak Hour 2: I-605 SB Ramps & Beverly Blvd
Synchro 10 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1476 426 154 1188 0 0 0 0 660 0 110 Future Volume (veh/h) 0 1476 426 154 1188 0 0 0 0 660 0 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 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 0 1847 1847 1947 1947 0 1818 0 1818 Adj Flow Rate, veh/h 0 1522 439 159 1225 0 680 0 113
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1771 767 257 2350 0 830 0 381
Arrive On Green 0.00 0.50 0.50 0.07 0.63 0.00 0.25 0.00 0.25 Sat Flow, veh/h 0 3601 1520 3598 3797 0 3359 0 1541
Grp Volume(v), veh/h 0 1522 439 159 1225 0 680 0 113
Grp Sat Flow(s),veh/h/ln 0 1754 1520 1799 1850 0 1679 0 1541 Q Serve(g_s), s 0.0 29.0 15.4 3.3 13.8 0.0 14.6 0.0 4.6 Cycle Q Clear(g_c), s 0.0 29.0 15.4 3.3 13.8 0.0 14.6 0.0 4.6 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1771 767 257 2350 0 830 0 381
V/C Ratio(X) 0.00 0.86 0.57 0.62 0.52 0.00 0.82 0.00 0.30 Avail Cap(c_a), veh/h 0 1882 816 871 3098 0 1187 0 544
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 16.6 13.2 34.5 7.6 0.0 27.2 0.0 23.4 Incr Delay (d2), s/veh 0.0 4.1 0.9 2.4 0.2 0.0 3.1 0.0 0.4 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 0.0 10.6 4.6 1.4 4.1 0.0 5.7 0.0 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 20.6 14.0 36.9 7.8 0.0 30.3 0.0 23.8 LnGrp LOS A C B D A A C A C
Approach Vol, veh/h 1961 1384 793
Approach Delay, s/veh 19.2 11.1 29.3
Approach LOS B B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.0 43.1 23.4 53.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 41.0 27.0 64.0
Max Q Clear Time (g_c+I1), s 5.3 31.0 16.6 15.8
Green Ext Time (p_c), s 0.4 7.6 2.3 11.4
Intersection Summary
HCM 6th Ctrl Delay 18.4
HCM 6th LOS B
Page I-5
Beverly Blvd Warehouse Opening 2022 WO Proj With I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 451 142 4 0 225 14 94 0 568 Future Volume (vph) 0 0 16 451 142 4 0 225 14 94 0 568
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 496 156 4 0 247 15 103 0 624
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 496 160 0 0 247 15 103 0 624 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15
Page I-6
Beverly Blvd Warehouse Opening 2022 With Proj With I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1694 20 59 1788 7 22
Future Volume (vph) 1694 20 59 1788 7 22
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.899
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1386 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1386 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1862 22 65 1965 8 24
Shared Lane Traffic (%)
Lane Group Flow (vph) 1862 22 65 1965 32 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15
Page I-7
Beverly Blvd Warehouse Opening 2022 With Proj With I-605 Int Imp AM Peak Hour 2: I-605 SB Ramps & Beverly Blvd
Synchro 10 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 978 738 386 1669 0 0 0 0 536 0 178 Future Volume (veh/h) 0 978 738 386 1669 0 0 0 0 536 0 178 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 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 0 1847 1847 1947 1947 0 1818 0 1818 Adj Flow Rate, veh/h 0 1087 820 429 1854 0 596 0 198
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1787 774 516 2583 0 709 0 325
Arrive On Green 0.00 0.51 0.51 0.14 0.70 0.00 0.21 0.00 0.21 Sat Flow, veh/h 0 3601 1521 3598 3797 0 3359 0 1541
Grp Volume(v), veh/h 0 1087 820 429 1854 0 596 0 198
Grp Sat Flow(s),veh/h/ln 0 1754 1521 1799 1850 0 1679 0 1541 Q Serve(g_s), s 0.0 21.8 50.5 11.5 30.1 0.0 16.9 0.0 11.5 Cycle Q Clear(g_c), s 0.0 21.8 50.5 11.5 30.1 0.0 16.9 0.0 11.5 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1787 774 516 2583 0 709 0 325
V/C Ratio(X) 0.00 0.61 1.06 0.83 0.72 0.00 0.84 0.00 0.61 Avail Cap(c_a), veh/h 0 1787 774 671 2742 0 931 0 427
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.3 24.3 41.3 9.1 0.0 37.5 0.0 35.4 Incr Delay (d2), s/veh 0.0 0.6 49.1 6.8 0.9 0.0 5.4 0.0 1.8 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 0.0 8.2 26.6 5.4 9.6 0.0 7.2 0.0 4.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 17.9 73.4 48.1 9.9 0.0 42.9 0.0 37.2 LnGrp LOS A B F D A A D A D
Approach Vol, veh/h 1907 2283 794
Approach Delay, s/veh 41.8 17.1 41.5
Approach LOS D B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 18.7 55.0 25.4 73.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 50.5 27.5 73.5
Max Q Clear Time (g_c+I1), s 13.5 52.5 18.9 32.1
Green Ext Time (p_c), s 0.7 0.0 2.1 21.7
Intersection Summary
HCM 6th Ctrl Delay 30.4
HCM 6th LOS C
Page I-8
Beverly Blvd Warehouse Opening 2022 With Proj With I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1024 113 2 0 177 53 110 0 698 Future Volume (vph) 0 0 15 1024 113 2 0 177 53 110 0 698 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1151 127 2 0 199 60 124 0 784
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1151 129 0 0 199 60 124 0 784 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 103.5% ICU Level of Service G Analysis Period (min) 15
Page I-9
Beverly Blvd Warehouse Opening 2022 With Proj With I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1896 16 32 1295 23 72
Future Volume (vph) 1896 16 32 1295 23 72
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.898
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1384 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1384 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1975 17 33 1349 24 75
Shared Lane Traffic (%)
Lane Group Flow (vph) 1975 17 33 1349 99 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15
Page I-10
Beverly Blvd Warehouse Opening 2022 With Proj With I-605 Int Imp PM Peak Hour 2: I-605 SB Ramps & Beverly Blvd
Synchro 10 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1505 463 154 1207 0 0 0 0 660 0 120 Future Volume (veh/h) 0 1505 463 154 1207 0 0 0 0 660 0 120 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 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 0 1847 1847 1947 1947 0 1818 0 1818 Adj Flow Rate, veh/h 0 1552 477 159 1244 0 680 0 124
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1779 771 256 2355 0 829 0 380
Arrive On Green 0.00 0.51 0.51 0.07 0.64 0.00 0.25 0.00 0.25 Sat Flow, veh/h 0 3601 1521 3598 3797 0 3359 0 1541
Grp Volume(v), veh/h 0 1552 477 159 1244 0 680 0 124
Grp Sat Flow(s),veh/h/ln 0 1754 1521 1799 1850 0 1679 0 1541 Q Serve(g_s), s 0.0 30.2 17.4 3.3 14.2 0.0 14.8 0.0 5.1 Cycle Q Clear(g_c), s 0.0 30.2 17.4 3.3 14.2 0.0 14.8 0.0 5.1 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1779 771 256 2355 0 829 0 380
V/C Ratio(X) 0.00 0.87 0.62 0.62 0.53 0.00 0.82 0.00 0.33 Avail Cap(c_a), veh/h 0 1864 808 862 3068 0 1175 0 539
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 16.8 13.7 34.8 7.7 0.0 27.4 0.0 23.8 Incr Delay (d2), s/veh 0.0 4.7 1.3 2.4 0.2 0.0 3.2 0.0 0.5 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 0.0 11.2 5.3 1.5 4.2 0.0 5.8 0.0 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 21.6 15.0 37.3 7.9 0.0 30.7 0.0 24.3 LnGrp LOS A C B D A A C A C
Approach Vol, veh/h 2029 1403 804
Approach Delay, s/veh 20.0 11.2 29.7
Approach LOS C B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.0 43.6 23.6 53.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 41.0 27.0 64.0
Max Q Clear Time (g_c+I1), s 5.3 32.2 16.8 16.2
Green Ext Time (p_c), s 0.4 6.9 2.3 11.7
Intersection Summary
HCM 6th Ctrl Delay 18.9
HCM 6th LOS B
Page I-11
Beverly Blvd Warehouse Opening 2022 With Proj With I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 473 142 4 0 225 14 94 0 584 Future Volume (vph) 0 0 16 473 142 4 0 225 14 94 0 584
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 520 156 4 0 247 15 103 0 642
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 520 160 0 0 247 15 103 0 642 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) 15
Page I-12
Appendix J:

Cumulative Conditions (2022) (W/O I-605
Interchange Improvements) Synchro Analysis
Worksheets
Beverly Blvd Warehouse Forecast Cumulative 2022 WO Proj WO I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1728 0 4 1676 0 0
Future Volume (vph) 1728 0 4 1676 0 0
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt
Flt Protected 0.950
Satd. Flow (prot) 2994 0 1543 3086 1560 0
Flt Permitted 0.950
Satd. Flow (perm) 2994 0 1543 3086 1560 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1899 0 4 1842 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 1899 0 4 1842 0 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 68.3% ICU Level of Service C Analysis Period (min) 15
Page J-1
Beverly Blvd Warehouse Forecast Cumulative 2022 WO Proj WO I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1019 113 2 0 177 53 110 0 689 Future Volume (vph) 0 0 15 1019 113 2 0 177 53 110 0 689 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1145 127 2 0 199 60 124 0 774
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1145 129 0 0 199 60 124 0 774 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 103.2% ICU Level of Service G Analysis Period (min) 15
Page J-2
Beverly Blvd Warehouse Forecast Cumulative 2022 WO Proj WO I-605 Int Imp AM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 21.2
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 13 29 278 37 0 29 0 236 278 375 2
Future Vol, veh/h 0 13 29 278 37 0 29 0 236 278 375 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 14 32 302 40 0 32 0 257 302 408 2
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.8 24.4 14.2 23.2

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 88% 100% 0%
Vol Thru, % 0% 0% 100% 0% 12% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 29 236 13 29 315 278 377
LT Vol 29 0 0 0 278 278 0
Through Vol 0 0 13 0 37 0 375
RT Vol 0 236 0 29 0 0 2
Lane Flow Rate 32 257 14 32 342 302 410
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.067 0.461 0.032 0.065 0.681 0.593 0.746 Departure Headway (Hd) 7.696 6.464 8.118 7.396 7.268 7.064 6.55 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 467 559 442 485 500 514 557
Service Time 5.415 4.183 5.852 5.13 5.268 4.764 4.25
HCM Lane V/C Ratio 0.069 0.46 0.032 0.066 0.684 0.588 0.736 HCM Control Delay 11 14.6 11.1 10.6 24.4 19.5 26
HCM Lane LOS B B B B C C D
HCM 95th-tile Q 0.2 2.4 0.1 0.2 5.1 3.8 6.4
Page J-3
Beverly Blvd Warehouse Forecast Cumulative 2022 WO Proj WO I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1943 5 3 1217 1 6
Future Volume (vph) 1943 5 3 1217 1 6
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.884
Flt Protected 0.950 0.993
Satd. Flow (prot) 2994 0 1543 3086 1369 0
Flt Permitted 0.950 0.993
Satd. Flow (perm) 2994 0 1543 3086 1369 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 2024 5 3 1268 1 6
Shared Lane Traffic (%)
Lane Group Flow (vph) 2029 0 3 1268 7 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15
Page J-4
Beverly Blvd Warehouse Forecast Cumulative 2022 WO Proj WO I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 452 142 4 0 225 14 94 0 574 Future Volume (vph) 0 0 16 452 142 4 0 225 14 94 0 574
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 497 156 4 0 247 15 103 0 631
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 497 160 0 0 247 15 103 0 631 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period (min) 15
Page J-5
Beverly Blvd Warehouse Forecast Cumulative 2022 WO Proj WO I-605 Int Imp PM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 17.4
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 8 48 302 27 0 22 0 248 117 307 3
Future Vol, veh/h 0 8 48 302 27 0 22 0 248 117 307 3
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 9 52 325 29 0 24 0 267 126 330 3
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.3 23 13.5 16.6

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 92% 100% 0%
Vol Thru, % 0% 0% 100% 0% 8% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 22 248 8 48 329 117 310
LT Vol 22 0 0 0 302 117 0
Through Vol 0 0 8 0 27 0 307
RT Vol 0 248 0 48 0 0 3
Lane Flow Rate 24 267 9 52 354 126 333
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.048 0.454 0.018 0.098 0.672 0.243 0.596 Departure Headway (Hd) 7.357 6.133 7.576 6.857 6.839 7.057 6.54 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 489 592 474 525 524 512 557
Service Time 5.061 3.833 5.29 4.57 4.935 4.757 4.24
HCM Lane V/C Ratio 0.049 0.451 0.019 0.099 0.676 0.246 0.598 HCM Control Delay 10.4 13.8 10.4 10.3 23 12 18.4
HCM Lane LOS B B B B C B C
HCM 95th-tile Q 0.2 2.4 0.1 0.3 5 0.9 3.9
Page J-6
Beverly Blvd Warehouse Forecast Cumulative 2022 With Proj WO I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1728 38 41 1676 7 22
Future Volume (vph) 1728 38 41 1676 7 22
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.899
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1386 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1386 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1899 42 45 1842 8 24
Shared Lane Traffic (%)
Lane Group Flow (vph) 1899 42 45 1842 32 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 68.3% ICU Level of Service C Analysis Period (min) 15
Page J-7
Beverly Blvd Warehouse Forecast Cumulative 2022 With Proj WO I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1026 113 2 0 177 53 110 0 720 Future Volume (vph) 0 0 15 1026 113 2 0 177 53 110 0 720 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1153 127 2 0 199 60 124 0 809
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1153 129 0 0 199 60 124 0 809 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 103.7% ICU Level of Service G Analysis Period (min) 15
Page J-8
Beverly Blvd Warehouse Forecast Cumulative 2022 With Proj WO I-605 Int Imp AM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 22.3
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 13 29 278 37 0 29 0 236 278 393 2
Future Vol, veh/h 0 13 29 278 37 0 29 0 236 278 393 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 14 32 302 40 0 32 0 257 302 427 2
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.9 24.6 14.3 25.1

HCM LOS B C B D

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 88% 100% 0%
Vol Thru, % 0% 0% 100% 0% 12% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 29 236 13 29 315 278 395
LT Vol 29 0 0 0 278 278 0
Through Vol 0 0 13 0 37 0 393
RT Vol 0 236 0 29 0 0 2
Lane Flow Rate 32 257 14 32 342 302 429
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.068 0.463 0.032 0.065 0.684 0.594 0.782 Departure Headway (Hd) 7.732 6.5 8.167 7.445 7.296 7.073 6.56 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 465 557 439 482 500 514 554
Service Time 5.449 4.217 5.899 5.176 5.296 4.773 4.26
HCM Lane V/C Ratio 0.069 0.461 0.032 0.066 0.684 0.588 0.774 HCM Control Delay 11 14.7 11.2 10.7 24.6 19.6 28.9
HCM Lane LOS B B B B C C D
HCM 95th-tile Q 0.2 2.4 0.1 0.2 5.1 3.8 7.2
Page J-9
Beverly Blvd Warehouse Forecast Cumulative 2022 With Proj WO I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1943 26 22 1217 23 72
Future Volume (vph) 1943 26 22 1217 23 72
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.898
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1384 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1384 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 2024 27 23 1268 24 75
Shared Lane Traffic (%)
Lane Group Flow (vph) 2024 27 23 1268 99 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 78.6% ICU Level of Service D Analysis Period (min) 15
Page J-10
Beverly Blvd Warehouse Forecast Cumulative 2022 With Proj WO I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 474 142 4 0 225 14 94 0 590 Future Volume (vph) 0 0 16 474 142 4 0 225 14 94 0 590
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 521 156 4 0 247 15 103 0 648
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 521 160 0 0 247 15 103 0 648 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period (min) 15
Page J-11
Beverly Blvd Warehouse Forecast Cumulative 2022 With Proj WO I-605 Int Imp PM Peak Hour 6: San Gabriel River Pkwy/I-605 SB Off Ramp & Rooks Rd/Rose Hills Rd Synchro 10 Report
Intersection
Intersection Delay, s/veh 18
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 8 48 302 27 0 22 0 248 117 317 3
Future Vol, veh/h 0 8 48 302 27 0 22 0 248 117 317 3
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 0 9 52 325 29 0 24 0 267 126 341 3
Number of Lanes 0 1 1 0 1 0 1 0 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 1 2
HCM Control Delay 10.4 23.3 13.6 17.6

HCM LOS B C B C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 0% 92% 100% 0%
Vol Thru, % 0% 0% 100% 0% 8% 0% 99%
Vol Right, % 0% 100% 0% 100% 0% 0% 1%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 22 248 8 48 329 117 320
LT Vol 22 0 0 0 302 117 0
Through Vol 0 0 8 0 27 0 317
RT Vol 0 248 0 48 0 0 3
Lane Flow Rate 24 267 9 52 354 126 344
Geometry Grp 7 7 7 7 6 7 7
Degree of Util (X) 0.049 0.456 0.018 0.099 0.675 0.247 0.626 Departure Headway (Hd) 7.386 6.157 7.616 6.897 6.983 7.069 6.552 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 487 587 470 520 520 511 554
Service Time 5.103 3.874 5.354 4.634 4.983 4.769 4.252
HCM Lane V/C Ratio 0.049 0.455 0.019 0.1 0.681 0.247 0.621 HCM Control Delay 10.5 13.9 10.5 10.4 23.3 12.1 19.6
HCM Lane LOS B B B B C B C
HCM 95th-tile Q 0.2 2.4 0.1 0.3 5 1 4.3
Page J-12
Appendix K:

Cumulative Conditions (2022) (W/ I-605 Interchange
Improvements) Synchro Analysis Worksheets
Beverly Blvd Warehouse Forecast Cumulative WO Proj With I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1730 0 4 1847 0 0
Future Volume (vph) 1730 0 4 1847 0 0
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt
Flt Protected 0.950
Satd. Flow (prot) 2994 0 1543 3086 1560 0
Flt Permitted 0.950
Satd. Flow (perm) 2994 0 1543 3086 1560 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1901 0 4 2030 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 1901 0 4 2030 0 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15
Page K-1
Beverly Blvd Warehouse Forecast Cumulative WO Proj With I-605 Int Imp AM Peak Hour 2: I-605 SB Ramps & Beverly Blvd
Synchro 10 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 999 731 386 1680 0 0 0 0 536 0 171 Future Volume (veh/h) 0 999 731 386 1680 0 0 0 0 536 0 171 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 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 0 1847 1847 1947 1947 0 1818 0 1818 Adj Flow Rate, veh/h 0 1110 812 429 1867 0 596 0 190
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1787 775 516 2584 0 709 0 325
Arrive On Green 0.00 0.51 0.51 0.14 0.70 0.00 0.21 0.00 0.21 Sat Flow, veh/h 0 3601 1521 3598 3797 0 3359 0 1541
Grp Volume(v), veh/h 0 1110 812 429 1867 0 596 0 190
Grp Sat Flow(s),veh/h/ln 0 1754 1521 1799 1850 0 1679 0 1541 Q Serve(g_s), s 0.0 22.5 50.5 11.5 30.5 0.0 16.9 0.0 11.0 Cycle Q Clear(g_c), s 0.0 22.5 50.5 11.5 30.5 0.0 16.9 0.0 11.0 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1787 775 516 2584 0 709 0 325
V/C Ratio(X) 0.00 0.62 1.05 0.83 0.72 0.00 0.84 0.00 0.58 Avail Cap(c_a), veh/h 0 1787 775 671 2743 0 932 0 427
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.5 24.3 41.3 9.1 0.0 37.5 0.0 35.2 Incr Delay (d2), s/veh 0.0 0.7 45.7 6.8 0.9 0.0 5.4 0.0 1.7 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 0.0 8.4 25.9 5.4 9.7 0.0 7.2 0.0 4.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 18.1 70.1 48.1 10.0 0.0 43.0 0.0 36.9 LnGrp LOS A B F D B A D A D
Approach Vol, veh/h 1922 2296 786
Approach Delay, s/veh 40.1 17.1 41.5
Approach LOS D B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 18.7 55.0 25.4 73.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 50.5 27.5 73.5
Max Q Clear Time (g_c+I1), s 13.5 52.5 18.9 32.5
Green Ext Time (p_c), s 0.7 0.0 2.0 21.8
Intersection Summary
HCM 6th Ctrl Delay 29.8
HCM 6th LOS C
Page K-2
Beverly Blvd Warehouse Forecast Cumulative WO Proj With I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1021 113 2 0 177 53 110 0 689 Future Volume (vph) 0 0 15 1021 113 2 0 177 53 110 0 689 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1147 127 2 0 199 60 124 0 774
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1147 129 0 0 199 60 124 0 774 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 103.3% ICU Level of Service G Analysis Period (min) 15
Page K-3
Beverly Blvd Warehouse Forecast Cumulative 2022 WO Proj With I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1954 5 3 1331 1 6
Future Volume (vph) 1954 5 3 1331 1 6
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 0 65 0 0
Storage Lanes 0 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.884
Flt Protected 0.950 0.993
Satd. Flow (prot) 2994 0 1543 3086 1369 0
Flt Permitted 0.950 0.993
Satd. Flow (perm) 2994 0 1543 3086 1369 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 2035 5 3 1386 1 6
Shared Lane Traffic (%)
Lane Group Flow (vph) 2040 0 3 1386 7 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 75.9% ICU Level of Service D Analysis Period (min) 15
Page K-4
Beverly Blvd Warehouse Forecast Cumulative 2022 WO Proj With I-605 Int Imp PM Peak Hour 2: I-605 SB Ramps & Beverly Blvd
Synchro 10 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1512 448 154 1220 0 0 0 0 660 0 114 Future Volume (veh/h) 0 1512 448 154 1220 0 0 0 0 660 0 114 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 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 0 1847 1847 1947 1947 0 1818 0 1818 Adj Flow Rate, veh/h 0 1559 462 159 1258 0 680 0 118
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1780 771 256 2356 0 829 0 380
Arrive On Green 0.00 0.51 0.51 0.07 0.64 0.00 0.25 0.00 0.25 Sat Flow, veh/h 0 3601 1521 3598 3797 0 3359 0 1541
Grp Volume(v), veh/h 0 1559 462 159 1258 0 680 0 118
Grp Sat Flow(s),veh/h/ln 0 1754 1521 1799 1850 0 1679 0 1541 Q Serve(g_s), s 0.0 30.4 16.6 3.3 14.5 0.0 14.8 0.0 4.8 Cycle Q Clear(g_c), s 0.0 30.4 16.6 3.3 14.5 0.0 14.8 0.0 4.8 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1780 771 256 2356 0 829 0 380
V/C Ratio(X) 0.00 0.88 0.60 0.62 0.53 0.00 0.82 0.00 0.31 Avail Cap(c_a), veh/h 0 1862 807 861 3065 0 1174 0 538
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 16.9 13.5 34.9 7.7 0.0 27.5 0.0 23.7 Incr Delay (d2), s/veh 0.0 4.9 1.1 2.4 0.2 0.0 3.3 0.0 0.5 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 0.0 11.4 5.0 1.5 4.3 0.0 5.8 0.0 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 21.8 14.6 37.3 7.9 0.0 30.7 0.0 24.2 LnGrp LOS A C B D A A C A C
Approach Vol, veh/h 2021 1417 798
Approach Delay, s/veh 20.1 11.2 29.8
Approach LOS C B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.0 43.7 23.6 53.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 41.0 27.0 64.0
Max Q Clear Time (g_c+I1), s 5.3 32.4 16.8 16.5
Green Ext Time (p_c), s 0.4 6.8 2.3 11.9
Intersection Summary
HCM 6th Ctrl Delay 19.0
HCM 6th LOS B
Page K-5
Beverly Blvd Warehouse Forecast Cumulative 2022 WO Proj With I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 463 142 4 0 225 14 94 0 574 Future Volume (vph) 0 0 16 463 142 4 0 225 14 94 0 574
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 509 156 4 0 247 15 103 0 631
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 509 160 0 0 247 15 103 0 631 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15
Page K-6
Beverly Blvd Warehouse Forecast Cumulative With Proj With I-605 Int Imp AM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1730 20 59 1847 7 22
Future Volume (vph) 1730 20 59 1847 7 22
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.899
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1386 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1386 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1901 22 65 2030 8 24
Shared Lane Traffic (%)
Lane Group Flow (vph) 1901 22 65 2030 32 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15
Page K-7
Beverly Blvd Warehouse Forecast Cumulative With Proj With I-605 Int Imp AM Peak Hour 2: I-605 SB Ramps & Beverly Blvd
Synchro 10 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1008 744 386 1717 0 0 0 0 536 0 189 Future Volume (veh/h) 0 1008 744 386 1717 0 0 0 0 536 0 189 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 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 0 1847 1847 1947 1947 0 1818 0 1818 Adj Flow Rate, veh/h 0 1120 827 429 1908 0 596 0 210
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1786 774 516 2582 0 710 0 326
Arrive On Green 0.00 0.51 0.51 0.14 0.70 0.00 0.21 0.00 0.21 Sat Flow, veh/h 0 3601 1521 3598 3797 0 3359 0 1541
Grp Volume(v), veh/h 0 1120 827 429 1908 0 596 0 210
Grp Sat Flow(s),veh/h/ln 0 1754 1521 1799 1850 0 1679 0 1541 Q Serve(g_s), s 0.0 22.8 50.5 11.5 31.9 0.0 16.9 0.0 12.3 Cycle Q Clear(g_c), s 0.0 22.8 50.5 11.5 31.9 0.0 16.9 0.0 12.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1786 774 516 2582 0 710 0 326
V/C Ratio(X) 0.00 0.63 1.07 0.83 0.74 0.00 0.84 0.00 0.64 Avail Cap(c_a), veh/h 0 1786 774 671 2741 0 931 0 427
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.6 24.4 41.3 9.4 0.0 37.5 0.0 35.7 Incr Delay (d2), s/veh 0.0 0.7 52.2 6.8 1.0 0.0 5.4 0.0 2.1 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 0.0 8.6 27.3 5.4 10.2 0.0 7.2 0.0 4.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 18.3 76.6 48.2 10.4 0.0 42.9 0.0 37.9 LnGrp LOS A B F D B A D A D
Approach Vol, veh/h 1947 2337 806
Approach Delay, s/veh 43.0 17.3 41.6
Approach LOS D B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 18.7 55.0 25.5 73.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 50.5 27.5 73.5
Max Q Clear Time (g_c+I1), s 13.5 52.5 18.9 33.9
Green Ext Time (p_c), s 0.7 0.0 2.1 22.2
Intersection Summary
HCM 6th Ctrl Delay 31.0
HCM 6th LOS C
Page K-8
Beverly Blvd Warehouse Forecast Cumulative With Proj With I-605 Int Imp AM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 15 1028 113 2 0 177 53 110 0 720 Future Volume (vph) 0 0 15 1028 113 2 0 177 53 110 0 720 Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.998 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1613 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 17 1155 127 2 0 199 60 124 0 809
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 17 1155 129 0 0 199 60 124 0 809 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 103.8% ICU Level of Service G Analysis Period (min) 15
Page K-9
Beverly Blvd WarehouseForecast Cumulative 2022 With Proj With I-605 Int Imp PM Peak Hour 1: Site Driveway & Beverly Blvd
Synchro 10 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1954 16 32 1331 23 72
Future Volume (vph) 1954 16 32 1331 23 72
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 3% -3% 5%
Storage Length (ft) 170 140 0 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 25
Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00
Ped Bike Factor
Frt 0.850 0.898
Flt Protected 0.950 0.988
Satd. Flow (prot) 2994 1340 1543 3086 1384 0
Flt Permitted 0.950 0.988
Satd. Flow (perm) 2994 1340 1543 3086 1384 0
Link Speed (mph) 40 40 20
Link Distance (ft) 404 224 418
Travel Time (s) 6.9 3.8 14.3
Confl. Peds. (#/hr) 5 5 5
Confl. Bikes (#/hr) 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 2035 17 33 1386 24 75
Shared Lane Traffic (%)
Lane Group Flow (vph) 2035 17 33 1386 99 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.27 1.27 1.22 1.22 1.28 1.28
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15
Page K-10
Beverly Blvd WarehouseForecast Cumulative 2022 With Proj With I-605 Int Imp PM Peak Hour 2: I-605 SB Ramps & Beverly Blvd
Synchro 10 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1541 485 154 1239 0 0 0 0 660 0 124 Future Volume (veh/h) 0 1541 485 154 1239 0 0 0 0 660 0 124 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 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 0 1847 1847 1947 1947 0 1818 0 1818 Adj Flow Rate, veh/h 0 1589 500 159 1277 0 680 0 128
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0
Cap, veh/h 0 1787 774 256 2361 0 828 0 380
Arrive On Green 0.00 0.51 0.51 0.07 0.64 0.00 0.25 0.00 0.25 Sat Flow, veh/h 0 3601 1521 3598 3797 0 3359 0 1541
Grp Volume(v), veh/h 0 1589 500 159 1277 0 680 0 128
Grp Sat Flow(s),veh/h/ln 0 1754 1521 1799 1850 0 1679 0 1541 Q Serve(g_s), s 0.0 31.7 18.7 3.3 14.9 0.0 14.9 0.0 5.3 Cycle Q Clear(g_c), s 0.0 31.7 18.7 3.3 14.9 0.0 14.9 0.0 5.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1787 774 256 2361 0 828 0 380
V/C Ratio(X) 0.00 0.89 0.65 0.62 0.54 0.00 0.82 0.00 0.34 Avail Cap(c_a), veh/h 0 1846 800 854 3039 0 1164 0 534
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.2 14.0 35.2 7.8 0.0 27.7 0.0 24.1 Incr Delay (d2), s/veh 0.0 5.7 1.7 2.5 0.2 0.0 3.3 0.0 0.5 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 0.0 12.0 5.8 1.5 4.4 0.0 5.9 0.0 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 22.8 15.7 37.6 8.0 0.0 31.1 0.0 24.6 LnGrp LOS A C B D A A C A C
Approach Vol, veh/h 2089 1436 808
Approach Delay, s/veh 21.1 11.3 30.1
Approach LOS C B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.0 44.2 23.7 54.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 41.0 27.0 64.0
Max Q Clear Time (g_c+I1), s 5.3 33.7 16.9 16.9
Green Ext Time (p_c), s 0.4 6.0 2.3 12.2
Intersection Summary
HCM 6th Ctrl Delay 19.5
HCM 6th LOS B
Page K-11
Beverly Blvd WarehouseForecast Cumulative 2022 With Proj With I-605 Int Imp PM Peak Hour 5: Pioneer Blvd & I-605 NB Ramps
Synchro 10 Report
Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 0 0 16 485 142 4 0 225 14 94 0 590 Future Volume (vph) 0 0 16 485 142 4 0 225 14 94 0 590
Ideal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) -2% -2% 2% 6%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 1 1 0 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 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 Factor
Frt 0.865 0.996 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 0 1398 1535 1610 0 0 1584 1346 1474 0 1319 Link Speed (mph) 40 40 25 40
Link Distance (ft) 162 517 450 227
Travel Time (s) 2.8 8.8 12.3 3.9
Confl. Peds. (#/hr) 2 2 2 2
Confl. Bikes (#/hr) 2 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 18 533 156 4 0 247 15 103 0 648
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 18 533 160 0 0 247 15 103 0 648 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Right Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 24 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.23 1.23 1.23 1.23 1.23 1.23 1.26 1.26 1.26 1.29 1.29 1.29 Turning Speed (mph) 15 9 9 15 9 15 9 15 15 9
Sign Control Stop Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 69.9% ICU Level of Service C Analysis Period (min) 15
Page K-12
Appendix L:

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